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三亚市宁远河北干渠改造加固工程二期工程.( 未完)

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'XXX工程监理实施细则三亚市宁远河北干渠改造加固工程二期工程监理实施细则总监理工程师:编制人:编制日期:shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则金华宇工程监理有限公司目录一监理实施细则总则3二土建工程施工质量监理实施细则4三建筑材料质量监理工作规程10四质量检测试验监理工作规程14五施工测量监理实施细则19六工程项目验收监理工作规程22七土石方明挖工程施工监理实施细则28八 土(砂)方填筑施工监理实施细则33九混凝土工程施工监理实施细则38十砌石工程施工监理实施细则46十一金属结构工程监理实施细则50十二工程建设项目科技档案管理办法56十三工程竣工文件编制及档案整理实施细则69十四机电安装工程监理实施细则80十五水泥灌浆工程施工监理实施细则95十六土建工程施工质量监理工作规程110shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则十七造孔灌注桩基础工程监理实施细则116十八钻孔桩工程监理实施细则119十九护坡工程监理细则151二十商品混凝土的质量监理168一监理实施细则总则1、为了科学、合理、公证、安全有序地执行XXX工程施工承包合同(以下在未说明时,简称合同),保证发包人和承包人的合法权益,由监理人特制定本监理实施细则,并通知承包人执行。2、在合同实施过程中,监理人和承包人都应遵照本监理实施细则开展工作。3、在本监理实施细则执行过程中,监理人需要修改本监理实施细则时,应将修改结果提前7天书面通知各承包人。4、承包人要求修改本监理实施细则时,承包人应将其修改意见提前7天提交监理人以得到监理人的同意,并由监理人将修改结果书面通知各承包人。5、本监理实施细则是在合同规定范围内编制的,其规定对合同不构成变更。6、本监理实施细则依据设计技术要求、参照国内现行有关规范、规程及标准,并结合本工程的实际情况和发包人与各承包人签定的工程施工承包合同编写而成。(以下简称《细则》)。7、本《细则》仅适用于《XXX工程建设监理合同书》所规定的受监工程项目及内容。二土建工程施工质量监理实施细则1、总则1.1shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则为了进一步加强施工质量管理和确保工程质量,根据工程承建合同、《建设工程质量管理条例》(国务院令第279号)、《水利工程质量管理规定》(水利部令第7号)、《水利工程质量事故处理暂行规定》(水利部令第9号)、《水利水电工程施工质量评定规程》(SL176-2007)、其他有关工程建设管理法规文件以及有关施工技术规程规范和技术标准,制定本实施细则。1.2本实施细则适用于受监各土建工程项目。1.3工程施工质量管理以工程承建合同为依据,实行以单元工程为基础、以工序控制为环节,承包人自控与监理单位监控两级质量控制。2、承包人的责任2.1承包人必须认真贯彻“安全生产,质量第一”的方针,正确认识和处理质量与进度、质量与安全、质量与信誉、质量与效益的关系,做到精心组织、严格管理、按章作业、文明施工。2.2承包人应按工程承建合同文件规定,建立、健全和逐步完善质量保证体系,其主要内容应包括:(1)健全以承包人、二级施工单位、施工班组项目负责人为责任人的三级质量管理机构,做到岗位职责明确、严格职守、各负其责。(2)配备相对稳定并与承担施工任务相适应的质量检查队伍,其中专职质检人员应满足现场施工项目质量检验的需要。(3)作业现场每施工班组均应配置专职或兼职质检员,并通过培训逐步提高其资质与素质。(4)健全与完善质量管理工作制度,对质量事故做到“三不放过”(即事故原因不查清不放过,主要事故责任者和职工未受到教育不放过,补救和防范措施不落实不放过),确保质量管理人员有职有权,促使质量管理制度和措施的落实。(5)落实质量奖惩措施。2.3承包人应按工程承建合同文件及国家、部门施工技术、材料与工程试验、施工测量有关规程规范规定,设立施工测量组,有条件的建立现场试验室。现场试验室及施工测量队(组)至少达到以下要求:(1)试验室或测量队(组)应配置合格仪器、具,其规模应满足承建工程质量管理和质量检测的要求。(2)作业人员具备与所承但工作相适应的素质、资质、业务能力和水平。(3)有完善的组织机构、岗位职责、仪器表具校检等工作制度。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则2.4如果事实证明承包人无必需的资质和能力组建其合格的试验与测量机构,或其试验与测量机构无足够能力承担工程施工过程中所必需的试验、检测与测量任务,为确保工程安全,避免质量事故的发生,在经与业主单位和承包人协商之后,监理单位有权按工程承建合同文件关于试验、测量、紧急补救与承包人违约等条款有关规定采取补救措施。所发生费用依照合同支付条款有关规定,在通知承包人后,从业主单位当月应支付承包人的款项中扣抵。2.5所有从事质检工作的人员均需通过培训和考核上岗,达到必需的资质水平,并依照承建合同文件规定取得监理单位的上岗认证。2.6质检员要认真履行职责,以保证工程质量作为自己的行为准则。2.7监理单位按工程承建合同文件规定,要求承包人撤换那些不能胜任本职工作或行为不端或玩忽职守的质检部门负责人及质检人员时,承包人应及时予以更换。并且未得到监理单位重新认证与批准前,不得再安排其承担受监项目的质检工作。3、施工过程质量控制3.1承包人要正确处理“工程质量与施工进度”的关系,当施工进度与工程质量发生矛盾时应以确保工程质量为前提,做到以安全生产为基础、以工程质量促进度、以施工进度求效益。3.2单项工程开工前,承包人要认真做好施工准备工作,并在准备工作落实和安排就绪后,报请监理单位检查。检查内容包括:(1)设计或安装图纸、施工技术与作业规程规范、技术检验标准、施工措施计划等技术交底已经进行。(2)主要设备与机具配置、劳动组织与技工配备已经完成。(3)开工所必需的材料、构件、安装设备到位,报经检验合格,并能满足计划进度内连续施工的需要。(4)施工辅助生产设备和施工养护、防护措施就绪。(5)场地平整、交通道路、测量布网及其他临时设施完成。(6)工程管理、施工安全和质量保证措施到位。3.3承包人应严格遵守国家和部门发布的以及工程承建合同文件规定的施工操作技术规程、规范和施工质量控制标准,按申报批准的施工方案规定的施工工艺、措施、工序作业施工。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3.4关键工序操作和重要设备安装工程项目开工前,承包人应对管理、检验、量测和作业人员进行培训,经考核达到必须的技术等级要求并报经监理单位认可后,方可上岗作业。3.5施工过程中,承包人应按设计和施工技术规程、规范要求,按SDJ249《水利水电基本建设工程单元工程质量等级评定标准》(一)规定的质量检查、检测和质量等级评定方法,对单元工程及重要施工工序在认真做好施工班组自检、二级施工单位复检、承包人质检部门终检,并在“三检”合格基础上,报请监理工程师检查和评定质量等级。切实做到上道单元(或工序)质量不合格下道单元(或工序)不开工。3.6对于重要的隐蔽工程,施工完成并经承包人“三检”合格后报监理工程师,由监理工程师组织业主、设计、地质、施工、质监等有关单位进行联合验收。对于地基基础和水工洞室工程,在隐蔽工程验收之前,承包人应留出必需的时间,由业主或监理工程师通知施工地质单位及时完成地质编录或地质描述作业。3.7承包人质量检查、检验及现场测量仪器、具,每季度按期率定和校正。拌和系统计量仪器除每月一次按期校准外,还应根据其使用情况,不定期地进行专门校准,并同时申报监理单位进行检查核定。3.8在施工过程中,为确保工程建设质量,监理工程师在授权范围内有权按工程承建合同文件规定,作出指示:(1)指示承包人停止不正当的或可能对工程施工质量及安全造成损害的施工工艺、措施、工序、作业方式,以及其他各种违章作业行为。(2)指示承包人停止不符合合同技术规范要求的材料与设备设施的安装和使用,并予以更换。(3)指示承包人对不合格工程予以补工或返工。(4)禁止工程转包,拒绝施工资质不合格的和违反承建合同文件规定的分包。(5)建议、要求直至指令承包人对施工质量管理中严重失职、玩忽职守、伪造记录和检测资料,以及造成质量事故的责任人员予以警告、处罚、撤换、直至责令退场。(6)指令多次严重违反作业规程,经指出后仍无明显改进的作业班、组、队应停工整顿、撤换、直至责令退场。(7)指示施工单位对完建工程继续予以养护、维护、照管和进行缺陷修复。(8)工程承建合同文件授予的其他指令权。3.9shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则施工作业期间质量检查记录、材料和设备的检查试验鉴定资料、质量检验签证资料、质量等级评定资料等,是工程验收的重要原始资料,是评价工程施工质量的依据。承包人应注意做好工程资料的搜集、整理和总结工作,建立和健全技术档案管理制度,指定专人负责汇总归档,合同工程项目完建后按规定汇编整理移交业主单位。4、开工许可程序4.1项目工程开工许可按单位工程、单项工程、单元工程三级进行。4.2单位工程开工许可程序:(1)承包人应在单位工程开工的28天前,按工程承建合同文件规定,完成施工组织设计,施工组织设计编写基本按照中标的投标书中的施工组织设计进行。(2)上述文件一式两份连同施工组织设计(方案)报审表(A2)一式三份,经承包人项目经理或授权代表签署并加盖公章后报送,监理单位21天内审阅后返回开工报审表一份原文不退回。(3)审签意见包括“照此执行”、“按意见修改后执行”及“修改后重新报送”等三种。(4)除非接到的施工组织设计(方案)报审表,审签意见为“修改后重新报送”,否则承承包人可即向监理单位报送单位工程开工报审表(A1)。(5)监理单位收到开工报审表后,认真检查开工条件,适时签署开工报审表。4.3单项工程开工许可程序:(1)承包人应在单项工程开工的21天前,根据设计文件、有关施工规范、现场情况及施工水平完成本单项工程(如:土石方明挖工程、土石方填筑工程、混凝土工程和砌石工程等)的施工方案(又称施工措施计划)编制。各单项工程的施工方案编写要求按相应的土建工程施工监理细则要求进行。在征得监理工程师同意的情况下,对于施工技术要求比较简单、工程量较少的单项工程开工报审文件可省略。(2)上述文件一式一份连同施工组织设计(方案)报审表(A2)一式两份,经承包人项目经理或授权代表签署并加盖公章后报送,监理单位14天内审阅后返回开工报审表一份,原文不退回。(3)审签意见包括“照此执行”、“按意见修改后执行”、及“修改后重新报送”等三种。(4)除非接到的施工组织设计(方案)报审表,审签意见为“修改后重新报送”,否则承包人可即进行该单项工程的施工。4.4单元工程开工许可程序:shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(1)单元工程开工必须在其紧前单元工程已经完成,经自检合格的基础上,填写相应的质量评定表,通知监理人员核定质量等级和签字后,方可进行该单元工程施工。(2)上一单元工程未有进行质量评定,不得进行下一单元工程的开工,否则不予计量未有评定的单元工程工程量。4.5混凝土开仓许可程序:(1)混凝土开仓申请是在混凝土单元工程开工要求的基础上增加的开工许可程序。(2)混凝土单元工程在基础面处理、模板安装、钢筋安装、止水缝处理等工序完成后,承包人在开仓浇筑前12小时向监理工程师报送混凝土准浇证(A11)一式两份。监理工程师经现场检查,确认具备浇筑条件并签字后,承包人方可进行混凝土浇筑。5、工程质量检验及质量等级评定5.1施工质量责任坚持“谁施工、谁负责”的原则。施工过程中,施工人员应实行自检、互检、交接班检查制度,对每班出现的质量问题、处理经过及遗留问题应在现场交接班记录或现场调度记录上详细写明,并有值班负责人签署。针对每一质量问题,在现场做出的决定,必须由施工单位主管技术负责人签署。为避免引发合同纠纷,对于隐蔽工程应详细记录施工和质量检查情况,必要时应照相或取原状样品保存。5.2单元工程质量检验的依据是。(1)工程承建合同文件及合同技术规范。(2)经监理部签发的设计文件(包括:施工图纸、设计技术要求、施工变更和设计变更文件)。(3)国家及部颁的现行施工技术规程、规范和工程施工质量检验标准。5.3单元工程(工序)质量检验和评定程序。单元工程(工序)检验由承包人的专职质检部门进行,报监理工程师检查和质量等级评定。必要时,承包人还应根据工程承建合同有关规定和监理单位的要求,提交完工地形图、地质测绘、编录(当有此要求时)完成记录,以及必要的摄影、录像、取样和试验报告资料。5.4单元工程(工序)质量检验和质量等级评定,依据SDJ249《水利水电基本建设工程单元工程质量等级评定标准》(一)执行,工程承建合同文件技术规范有特别或更严格要求的,按其要求或规定的标准执行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则6、施工质量事故处理6.1由于施工、材料、设备安装等原因造成工程质量不符合规程规范和合同规定的质量标准,影响工程使用寿命和对工程安全运行造成隐患和危害的事件,均为工程施工质量事故。工程施工质量事故按直经济损失的大小,检查、处理事故对工期的影响时间长短和对工程正常使用的影响,分为一般质量事故、较大质量事故、重大质量事故、特大质量事故四类。分类标准详见附录1。6.2施工质量事故分类,事故报告和事故处理执行《水利工程质量事故处理暂行规定》(水利部令第9号)。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则三建筑材料质量监理工作规程1、总则1.1本工作规程依据工程承建合同以及SDJ207-82《水工混凝土施工规范》、SL62-94《水工建筑物水泥灌浆施工技术规范》、SDJ108-83《水工混凝土外加剂技术标准》、《水工混凝土掺用粉煤灰技术规范》及其他规程规范和技术标准要求编制。1.2本工作规程的适用于监理范围内的所有土建工程建设项目建筑材料质量监理。2、承建单位的合同责任2.1承建单位应根据工程实际情况考虑建立自己的现场试验室(也可委托有资质的机构),按设计或施工规程规范要求,对施工过程中所采用的水泥、粉煤灰、外加剂、止水材料、钢筋、型钢以及混凝土骨料等建筑材料和用于主体工程施工的半成品或成品材料(以下统称建筑材料)进行取样试验,并按工程承建合同有关规定和监理文件有关要求,将试验报告报送监理单位审核。2.2监理工程师有权要求承建单位提交建筑材料材质证明、出厂合格证、材料样品和试验报告。2.3监理工程师可根据需要进行工程所必须的各项材料试验。承建单位应按工程承建合同有关规定向监理工程师无偿提供试验用材料和各种试件,以及在必要时将现场试验室免费提供给监理工程师使用,按监理工程师指示进行各项取样和试验工作,并为监理工程师监督检查提供一切方便。2.4由于某种原因无法提供设计文件规定的材料时,承建单位可以于计划使用代用材料的14天前提出使用代用材料的申请,报送监理单位批准。采用代用材料的报告必须附有代用材料的材质技术指标和试验报告。监理单位在认定其不降低工程质量时才批准予以采用;在工程关键部位或较大范围使用代用材料时,需经设计单位同意。2.5承建单位应对提供使用的建筑材料负全部责任。监理单位一旦发现在本工程中使用不合格的材料、半成品或成品时,承建单位必须按监理工程师的指示立即予以更换,并承担由此所造成的损失和合同责任。2.6对于不合格建筑材料,监理工程师有权通知承建单位停止使用或降低使用等级,承建单位不能以此为由要求增加合同支付。2.7shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则承建单位未能按规定进行建筑材料质量检验和办理质量合格证,造成工程项目施工延误由承建单位承担合同责任。3、申报认证证程序3.1每批建筑材料进场后应及时向监理单位报送材料报审表(A9),监理工程师对进场材料进行检查、认证,并在监理在场的情况下进行试验的见证取样工作。如有必要,监理工程师有权对试验过程跟踪检查和监督。3.2监理单位在接到承建单位报审表后3天内完成检查认证和取样工作,并对报送的材料进行审查。4、质量检验4.1钢筋混凝土结构用的钢筋和型材,其品种、牌号、直径等均应符合有关设计文件的规定。钢筋、型材与焊条的性能必须符合承建合同文件技术规范规定的技术标准和要求。4.2钢筋和型材应有出厂证明或检验报告单。钢号不明的钢材,经试验合格后方可使用,但不能在承重结构的重要部位上使用。4.3水泥与粉煤灰品质应符合合同文件技术规范和现行的国家及有关部颁标准的规定。运至工地的水泥和粉煤灰。应有产品出厂日期和厂家的品质试验报告。同时承建单位必须进行复验,必要时还应按监理工程师指示依照有关规程规范进行化学分析。4.4外加剂应有产品出厂日期、出厂合格证、产品质量检验结果及使用说明。当储存时间超过产品有效存放期,或对其质量有怀疑时,必须进行质量检验鉴定。4.5止水设施的形式、尺寸、材料的品种规格以及其焊接方法等,均应符合设计要求。如有必要,监理工程师有权要求承建单位进行止水材料性能试验。4.6金属止水片应平整,表面的浮皮、锈污、油漆、油渍等均应清除干净,如有砂眼、钉孔,应予补焊并通过质量检验确认合格。4.7根据设计要求采用的沥青和沥青拌合物的原材料在使用前应进行检验。5、材料的运输、储存与管理5.1运至工地的钢筋及型材必须按不同等级、牌号、规格及生产厂家分批验收、分别堆存、立牌标识,不得混杂。在运输、储存过程中避免锈蚀和污染。5.2水泥与粉煤灰的运输、保管及使用,应符合下列要求:(1)运输过程中应防止受潮和污染。袋装水泥、粉煤灰应在水泥厂、灰厂袋装,任何破损的袋装水泥与粉煤灰应废弃。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(2)不同品种、标号、批号及厂家的水泥、粉煤灰应分别贮存,贮存量应满足混凝土浇筑强度的需要。(3)水泥与粉煤灰仓库宜置于干燥地点并应有良好的排水通风措施。(4)堆放袋装水泥或粉煤灰时,应设防潮层,距地面和边墙至少30cm,堆放高度不得超过15袋。标明品种、标号、厂家、出厂日期和批号,分别堆放,并留出运输通道。(5)散装水泥与粉煤灰应及时倒罐,一般可一个月倒罐一次。(6)先到的水泥与粉煤灰应先用。袋装水泥贮运期超过3个月、散装水泥贮运期超过6个月的,不得再用于主体工程和重要结构部位,除非经重新检验证明质量仍然可靠,并于事先获得监理单位的批准。(7)在拌和楼贮存罐,粉煤灰与水泥应分别堆放,不同品种及不同厂家的粉煤灰应分开存放,并以与水泥相同的方式称量送进拌和机。5.5外加剂贮存应符合下列要求:(1)外加剂的贮存必须避免污染、蒸发或损耗。对于液体外加剂必须提供专门设施使之搅拌均匀。(2)引气剂若在工地贮存时间超过6个月或受过冷冻的,不能使用。除非通过试验证明其有效,并于事先报经监理单位批准后方可使用。(3)缓凝减水剂若在工地存放时间超过6个月或出现冷凝结霜的,不能使用。除非通过试验证明其有效,并于事先报经监理单位批准。(4)粉剂的存放条件应与水泥相同。5.6粗骨料贮存应符合下列要求:(1)粗骨料的贮存应不使其破碎、污染和离析。(2)堆存骨料的场地应有良好的排水设施,不同粒径级的分别堆存并设置隔离设施,严禁相互混杂。(3)不允许任何不当设备在骨料堆上操作。(4)在开始混凝土浇筑以前,应贮备满足3~4天连续浇筑的足够数量的各级粗骨料。5.7细骨料贮存应符合下列要求:(1)在贮存期内无异物侵入,在贮存料堆上无任何不当设备操作或置于其上。(2)应避免离析、污染,并具备规定的脱水条件。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(3)在开始混凝土浇筑以前,应贮备满足进行3天以上连续浇筑的足够数量的合格细骨料。(4)细骨料堆存的活容积应满足施工期间对合格料的需要。5.9炸药必须存放在距工地或生活区有一定安全距离的炸药库内,未经监理单位批准,不得在施工现场存放炸药。5.10承建单位炸药库的布置和设计,火工材料、炸药的贮存与运输方法必须符合工程承建合同文件、国家GB6722-86《爆破安全规程》以及业主单位安全保卫部门和当地公安部门的有关规定。6、其他6.1混凝土材料,混凝土拌合物,坝体土石料,止水材料及金属材料等的检测项目、检测方法、检测频率及控制标准等均应按工程承建合同技术规范、设计技术要求、有关规程规范和质量评定标准规定进行。6.2监理工程师为材料检验所进行的批准、审核、检查与认证等,并不能减免工程承建单位所应承担的合同责任。6.3除非工程承建合同文件另有规定,否则为材料质量检验所进行的检查、取样、试验与鉴定,业主单位均不另外予以计量支付。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则四质量检测试验监理工作规程1、总则1.1本规程依据工程施工承建合同、国家和部颁有关施工技术规程规范、工程验收、试验等规程规范和有关部门制定的水利水电工程质量管理规定要求编制。1.2本规程适用于监理范围内的所有土建工程项目的质量检测试验(包括中间产品和最终产品的质量检测试验)。1.3工程质量检测分两种类型:(1)外观检验项目,以目测检查为主要手段。(2)测试项目,应用专门的设备检验或试验。1.4工程质量检测分三级进行:(1)承建单位的检测。(2)监理单位的校验。(3)建设单位的抽检。2、承建单位现场试验室的设置2.1承建单位应在工地建立自己的现场试验室,该试验室必须具备与所建工程相适应,并满足合同文件和技术规范、规程、标准要求的检测手段和资质。不具备条件建立现场试验室的,承建单位应委托市级水利水电工程质量检测站或其他有资质的质量检测站进行工程质量检测。2.2现场试验室应根据工程检测和试验的需要,配备具有专业理论基础和施工实践经验,熟悉试验规程规范和技术标准,责任心强的专业检测工程师。2.3所有质检人员均需通过培训和考核上岗,并具有讲求科学、实事求是、认真负责的工作态度。监理单位有权要求承建单位撤换那些不胜任本职工作或行为不端或玩忽职守的质检人员,承建单位应及时予以更换。2.4承建单位应在接到合同项目开工通知后的28天内,若建立现场试验室的,应填写承建单位试验室考察表(B7)报送监理单位审批,对符合条件的才批准设立。随同承建单位试验室考察表报送的资料包括:(1)机构设置。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(2)资质文件(资格证书、承担业务范围及计量认证文件等的复印件)。(3)人员配备情况(姓名、性别、岗位工龄、学历、职务、职称、专业或工种)。(4)仪器设备清单(仪器设备名称、规格型号、数量、完好情况及其主要性能),仪器仪表的率定及检验合格证复印件。(5)各类检测、试验纪录表和报表的式样。(6)检测试验人员守则及试验室工作规程。3、承建单位检测与试验3.1承建单位现场试验室的任务:(1)进场原料质量控制。对建筑材料(包括库存材料、新购材料、建筑成品与半成品等)和土石料场等按要求进行检验,并按有关监理实施细则要求提出检验报告送监理单位审核,以避免不合格的建筑材料进入施工现场。(2)施工准备阶段试验。包括合同文件规定的材料级配、配合比试验、作业工艺试验、施工参数试验,通过试验提出用于实施的作业参数与控制措施报监理单位审批。(3)施工过程中的质量检验。按有关技术要求、质量评定标准,对单元工程进行取样试验,对不合格部位应经施工处理或返工后补检。(4)检验资料纪录与整理。收集各项检查、测试和检验原始记录,提供单元工程、隐蔽工程验收所必需的资料。(5)配合和协助监理工程师进行对照检测、试验或抽检工作,并为此工作提供各种方便。3.2施工过程的检验工作。(1)单元工程或工序完成后,承建单位应按有关监理实施细则和设计施工技术要求进行自检,承建单位检测机构应在下一单元(工序)开工前提供该单元的检测与试验数据。(2)监理单位在接到承建单位报验资料后,将尽快前往现场进行抽查或抽验。如果超过24小时监理工程师仍未到达现场,或未提出任何异议,承建单位可认为监理工程师已承认报检结果。(3)如果监理工程师经审核报验表报和有关资料、或经现场检查确认不合格的部分,由承建单位进行处理或返工,然后重新履行上述程序,直至得到合格签证。3.3shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则承建单位应按有关监理实施细则和技术规范要求严格进行现场取样试验工作,监理工程师有权在承建单位施工的过程中提出监理工程师见证取样试验工作,作为承建单位自检的一部分。3.4承建单位工地试验室应为监理人员进行质量检查和检验提供必要的试验资料和原始记录。3.5监理工程师在质量检查和检验过程中,可以进行抽样试验。必要时将现场试验室免费提供给监理工程师使用,按监理工程师指示进行各项取样和试验工作,并为监理工程师监督检查提供一切方便。3.6承建单位检测试验计划、试验成果、检验报告、质检资料等在报送监理部审批前,均须由承建单位项目经理(或其授权代表)签置。3.7承建单位测试量(包括原材料、中间产品、混凝土试块等)中要有15%左右由该工程的质量监督部门指定的工程质量检测机构提供检测数据,作为对比检测。4、监理单位校验与质量控制4.1监理质量校验的任务。(1)检查各工程项目的工程质量是否符合工程承建合同文件(包括设计文件、技术规程规范等)质量检测与评定标准的要求。(2)跟踪检查承建单位在施工过程中的各项检测检测试验过程。(3)检查承建单位的试验与质检工作,审查承建单位提出的试验报告、检验报告和质检资料。(4)不定期检查承建单位的检测试验室仪器、设备配置情况及仪器仪表的率定和计量检验证明。(5)参与研究决定承建单位提出的对施工质量事故处理,及时向业主单位报告在检测监理中发现的重大问题。(6)参与受监工程项目的建设单位对工程质量抽检、阶段验收和合同工程项目完(竣)工验收,提供抽查和复验的资料成果,并据此提出对工程质量的评价意见。(7)业主单位授权的其他监理检测工作。4.2监理工程师依据业主合同中授予的职责和权限,对质量检测试验有效地开展工作。业主单位授予监理工程师的职责和权限包括:(1)依据监理部有关规定,行使工程质量检测监理权与工程质量签证权。(2)审查和批准承建单位对外委托的检测单位。(3)制止承建单位检测人员检测和试验中的不规范操作。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(4)对于违反检测和试验操作规程的承建单位质检人员,发出口头违规警告、书面违规警告、停止试验工作等指令予以纠正,直至报告监理部向承建单位提出撤换此类作业人员的要求。(5)检测监理人员有权进入施工现场执行质检监理,对工程有关部位进行,查阅承建单位检测原始记录和施工原始记录。(6)监理工程师认为承建单位提出的质检资料及测试成果不充分或有疑问时,有权要求承建单位作出补充、解释、直至返工。(7)制止违反试验规程、规范、及违章作业,直至发布违规操作指令。(8)业主单位依据承建合同文件授予的其他职责与权限。4.3试验使用的一切材料和设备均应满足合同技术规范和设计文件规定的品级、质量标准和技术特性。监理工程师在对工程的质量检验中发现承建单位使用了不合格的材料或试验设备时,可以随时发出指示,要求立即改用合格的材料和设备,并禁止在工程中继续使用这些不合格的材料或设备。4.4如果事实证明,或经监理部确认承建单位无足够能力承担工程施工过程中所必需的检测试验任务,为确保工程安全、避免质量事故的发生,经与业主单位和承建单位协商之后,监理部有权依照工程承建合同工程质量与承建商违约等有关款规定采取补救措施。所发生费用,依照合同支付条款有关规定,在通知承建单位后,从业主单位当月应支付承建单位的款项中扣抵。5、建设单位的抽检5.1建设单位有权委托有资质的检测机构对承建单位的工程质量进行抽检,抽检的数量由建设单位根据工程实际情况确定。5.2若建设单位将整个抽检工作委托给监理单位负责组织实施,监理单位将代表建设单位执行该部抽检工作,承建单位应予协助。6、其他6.1各工程项目的检测内容、技术要求及检查频率,见附表。6.2承建单位应按承建合同规定,未估计到报请监理工程师进行审批期限而造成的工期延误,以及由此所产生的一切损失,由承建单位承担合同责任。6.3承建单位所有报验表报(报告),均一式两份。监理工程师复检合格,完成所有签署手续后及时反回承建单位一份,由承建单位按分部、单位工程分类整理归档,作为基本资料和验收依据,供以后分部、单位工程验收和工程阶段收时备查。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则6.4监理工程师对工程质量检测的抽查和校检,以及对承建单位检测、试验成果的批准,并不意味着可以减轻承建单位对工程质量应承担的合同责任与义务。6.5承建单位对检测监理工程师复检结果或签认意见异议,可于收到书面意见后的7天内向总监理工程师提出确认或要求变更的申请。如对总监理工程师的确认意见有异议,可于到总监理工程师签署的确认意见的7天内向业主单位申请复查或复检,并承担由此而产生的一切费用与损失。6.6除非承建合同文件另有规定,或监理部另有指示,否则承建单位为工程施工过程中所进行的质量检测与试验工作及其发生费用已包含在相应工程项目价格中,业主单位不另行计量支付。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则五施工测量监理实施细则1、总则1.1本规程依据工程施工承建合同、水利水电工程建设管理法规文件以及现行有关技术规范编制。1.2本工作规程适用于监理项目范围内所有工程项目的施工测量。2、承包人应报送的文件2.1施工区范围内现场测量基准点、基准线、水准点及相关数据由业主单位委托监理单位在发出开工通知前28天内向承包人(或其施测单位)提供,以作为承包人进行施测工作的基础。承包人在收到上述基准数据后应与监理共同进行复核验算。如有偏差,经共同核实后,由监理单位重新以书面形式提供。2.2承包人应在施测14天前,将测量工作大纲报送监理单位批准。测量工作大纲至少应包括以下内容:(1)施测项目概述。(2)施测技术方案要点(施测方法、操作规程和引用技术标准目录)。(3)观测仪器、设备设置(含计算机、气象仪器和仪器检验设备等)。(4)测量专业人员设置。(5)施测进度计划。(6)测点保护措施。(7)安全防护与成果质量控制措施。(8)监理工程师依据承建合同文件要求报送的其他材料。2.3承包人应依据报经批准的进度计划安排施测工作,在阶段性测量工作完成后的14天内,按本章有关要求向监理单位报送业已完成的阶段性成果资料,以便监理工程师及时对所报送测量成果进行审核与确认。2.4(基本)控制测量阶段报告内容要求。(1)控制点布置略图、原始观测资料、仪器检验资料、外业观测资料整理、精度评估值、成果表等。(2)内业计算与成果验收。1)内业成果计算资料。2)成果表(含坐标系统、投影面和高程系统)。3)质量评价、技术总结、验收报告。(3)监理单位依据合同文件要求报送的其他资料(包括相应的应用技术与计算程序使用说明)。2.5shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则放样测量各阶段一般报送主要轮廓点(轴线)和重要部位的放样数据与资料。必要时,应根据监理单位要求报送所有放样数据及资料。报告内容包括:主要轮廓点(轴线)和重要部位的放样数据及资料、放样的方法、程序和点位精度估算以及放样计算资料。另外,在每个单位工程完成后的14天以内,承包人还应报送单位工程放样测量工作总结、质量评价和验收报告。2.6断面测量各阶段报告内容要求。报告内容包括:断面轴线点或中心桩放样图、断面测量的方法、记录计算、断面点成果表、各种断面图等。2.7收方测量各阶段报告内容要求。报告内容包括:施工前原始地形图、断面图、施工阶段完成后的地形图、断面图以及已报送监理工程师确认的收方测量资料、工程量计算资料等。2.8局部地形测量各阶段报告内容要求。报告内容包括:局部地形测量要求报送基本控制点和加密控制点资料、分幅各类计算、地形原图、质量评定等。2.9如果承包人采用新仪器设备或新技术方法,或在施测过程中执行了现行规范尚未规定的技术要求。须于计划实施的14天前报监理单位批准。2.10上述报送文件一式两份,经承包人项目经理或授权其施测单位负责人签署并加盖公章后报送。监理单位审阅后限时返监理单位审查表(B8)和原文件各一份。审查意见包括“照此执行”、“按意见修改(正)后执行”、“已审阅”或“修改后重新报送”四种。2.11若承包人收到的审查意见为“修改或修正后重新报送”,承包人应抓紧进行有关工作,并承担由此可能引起的施测或施工作业延误等合同责任。2.12如果承包人未能按期向监理单位报送以上报告资料,因此造成的合同责任由承包人承担。若承包人在限时内未收到监理单位的审查意见单或批复意见,可视为已报经审阅。2.13监理工程师对承包人测量成果的批准与确认,并不意味着可以减轻承包人对测量成果准确和精度所应承担的合同责任。3、质量控制3.1关键部位测量和放样的有关参数都应事先报经监理单位检查。必要时,监理单位可要求施测单位在监理工程师直接监督下进行复核对照测量。3.2承包人应依照有关测绘成果精度评定执行标准,对其业已完成的测量成果精度进行质量评定,并报送监理单位确认,被认定为不合格的测量产品,承包人应及时安排予以复测,并为此承担合同责任。3.3施工测量精度控制标准按合同技术规范、设计要求和有关测量技术与质量评定标准执行。如施工期间,国家或有关部门颁发了新的专业技术标准(规范),则新的标准(规范)生效之后所进行施工测量精度控制标准的主要精度指标参照其执行。3.4各单项工程项目开工程序中有关测量要求的内容执行本测量工作规程相应条款。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4、其他4.1对于承包人报送,申明属于秘密的文件,应于文件首页一个明显位置加盖了秘级印章,监理单位应对第三方保密,并且只限于在本监理项目范围内引用。4.2当承包人由于各种原因,需要修改已报经监理单位批准的作业措施和计划,并致使施测技术条件发生实质性变化时,承包人应于此类修改计划或措施实施的7天以前另行报经监理单位批准。4.3施工测量所有项目工作及所发生的一切费用,已包括在相应合同工程项目价格中,业主单位不另单独计量支付。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则六工程项目验收监理工作规程1、总则1.1本规程依据工程承建合同文件(简称合同文件),《水利水电建设工程验收规程》(SL223-2008),有关水利水电工程施工技术规程规范,国家和地方部门颁布的有关水利水电工程质量管理文件。1.2工程验收包括分部工程验收、阶段(中间)验收、单位工程验收、合同工程完工验收和竣工验收。1.3本规程适用于监理项目范围内所有的主体工程项目。1.4工程验收工作的依据是:(1)工程承建合同文件(包括其技术规范等);(2)经监理工程师审核签发的设计文件(包括施工图纸、设计说明书、技术要求和设计变更文件等);(3)国家或部颁的现行设计、施工和验收规程、规范,工程质量验收和等级评定标准,以及工程建设管理、法规等有关文件。1.5分部和单位工程验收均应在相应工程完成后及时进行,未经质量检验合格的工程项目,既不能进行下序施工,也不能支付工程款。1.6分部工程验收,阶段(中间)验收,单位工程验收和竣(交)工验收,一般均以前阶段验收签证为基础,相互衔按,不重复进行。对已签证部分,除有特殊要求抽样复查处,一般也不再复验。1.7承建单位应提前20天~60天申请验收,并作好已完成工程单位、分部工程验收签证、工程资料搜集整理和各项验收准备工作。1.8分部工程验收、阶段(中间)验收、单位工程验收成果是验收鉴定书。正本一式6份,除送交业主单位和监理单位各1份外,其它4份暂存工程承建单位,作为单位工程验收和竣工验收资料的一部分。副本若干份,由业主单位送参加验收的有关单位或政府有关部门。1.8建筑物竣工未通过竣工验收正式移交业主单位以前,应由工程承建单位负责管理和维护。对通过单位工程和阶段验收的工程,承建单位仍然具有维护、保养及其它一切合同责任,直至竣工(交工)验收和通过了合同规定的缺陷责任期。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则1.9工程承建单位未能按合同文件或本工作规程规定申报工程验收,因此造成工程验收的延误,或由此所发生以及引起的一切合同责任和经济损失,均由工程承建单位承担。2、分部工程验收2.1分部工程验收是在该分部工程的所有单元工程已经完建且质量全部合格的基础上进行。2.2工程分部工程验收由验收工作组负责,分部工程验收工作组由监理单位或业主主持,设计、施工、运行管理单位有关专业技术人员参加。2.3进行分部工程验收的至少21天前,工程承建单位应向监理部提交该分部工程报验申请表(A4)一式两份,并随同报送或准备下列主要验收文件一式两份:(1)单元、分部工程开工签证。(2)待验收分部工程施工报告。(3)待验收分部工程的主要设计文件以及设计文件清单。(4)单元工程质量评定资料。(5)重大事故处理记录。(6)设备产品出厂资料,图纸说明书,测绘验收、安装调试、性能鉴定及试运行等资料。(7)各种原材料、构件质量鉴定、检查测试验收资料。(8)施工大事记与施工作业原始记录资料。(9)业主指示或监理部要求报送的其他资料。带*号的为报送资料,其他为备查资料,可一式一份。2.4工程承建单位应把报送和备查验收文件报送到监理部,监理部14天内完成对验收准备资料的预审,并在通过预审后返回验收申请表一份和备查资料。2.5分部工程验收的主要工作:(1)鉴定工程是否达到设计标准。(2)按现行国家或行业技术标准评定工程质量等级。(3)对验收遗留问题提出处理意见。2.6分部工程验收的图纸、资料和成果是竣工验收资料的组成部分,必须按竣工验收标准编制。3、阶段(中间)验收shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3.1根据工程建设的需要,当工程建设达到一定关键阶段时(如大坝基础处理完毕、截流、水库蓄水、机组启动、输水工程通水等),应进行阶段(中间)验收。阶段(中间)验收包括截流前验收、蓄引水验收和机组启动验收。当业主单位或监理单位认为必要时,也可以依据合同文件的规定,组织进行其他阶段(中间)验收。堤防工程或项目比较简单的工程阶段(中间)验收可省略。3.2阶段(中间)验收由验收委员会负责,由一般由业主单位组织,地方政府或水行政主管部门主持(这里指地方投资和管理的项目),验收委员会由项目法人、设计、监理、施工、质量监督、运行管理、有关上级主管等单位组成,必要时应邀请地方政府及有关部门参加。监理单位协助业主单位组织和进行工程验收工作。3.3阶段(中间)验收一般在其验收范围内的所有分部工程已经验收的基础进行。3.4进行阶段(中间)验收的至少21天前,工程承建单位应向监理部提交工程报验申请表(A4)一式两份,并随同报送或准备下列主要验收文件一式两份:(1)待验收工程范围内已验收的各分部工程验收资料(经过分部工程验收已归档整理的资料)。(2)待验收工程项目施工报告。(3)待验收工程的主要设计文件以及设计文件清单。(4)已完和未完建的工程项目清单(包括工程项目、工程量)。(5)业主指示或监理部要求报送的其他资料。带*号的为报送资料,其他为备查资料,可一式一份。3.5工程承建单位应把报送和备查验收文件报送到监理部,监理部14天内完成对验收准备资料的预审,并在通过预审后返回验收申请表两份和备查资料,同时及时报告业主单位限期完成阶段(中间)验收工作。3.6阶段(中间)验收的主要工作:(1)检查对已完建工程施工质量和工程形象。(2)检查在建工程建设情况。(3)检查待建工程的计划安排和主要技术措施落实情况,以及是否具备施工条件。(4)检查拟投入使用工程是否具备运用条件。(5)对验收遗留问题提出处理要求。4、单位工程验收shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4.1当某一单位工程已经完建并能够发挥效益时,或业主需要提前投入使用的单位工程,应进行单位工程验收。4.2单位工程验收由验收委员会负责,由一般由业主单位组织,地方政府或水行政主管部门主持(这里指地方投资和管理的项目),验收委员会由项目法人、设计、监理、施工、质量监督、运行管理、有关上级主管等单位组成,必要时应邀请地方政府及有关部门参加验收委员会。监理单位协助业主单位组织和进行工程验收工作。4.2单位工程验收应具备以下条件:(1)已按批准的设计文件规定的内容全部建成。(2)所有的分部工程验收合格。(3)运行管理条件已初步具备。(4)工程投入使用后,不影响其他工程正常施工,且其他工程施工不影响该单位工程安全运行。(5)少量尾工已妥善安排。4.3进行单位工程验收的至少28天前,工程承建单位应向监理部提交单位工程报验申请表(A4)一式两份,并随同报送或准备下列主要验收文件一式两份:(1)待验收单位工程范围内各分部工程验收资料(经过分部工程验收已归档整理的资料)。(2)待验收单位工程的施工管理工作报告。(3)竣工图纸。(4)已完建报验的工程项目清单(包括工程项目、工程量)。(5)业主指示或监理部要求报送的其他资料。带*号的为报送资料,其他为备查资料,可一式一份。4.5工程承建单位应把报送和备查验收文件报送到监理部,监理部14天内完成对验收准备资料的预审,并在通过预审后返回验收申请表一份和备查资料,同时及时报告业主单位限期完成单位工程验收工作。4.6若已具备合同文件规定的交接条件,或业主单位要求进行资产交接的,在通过单位工程项目验收后由业主单位办理单位工程交接手续。5、竣工验收5.1当承建合同工程项目全部完建,除业主单位另有指示,否则竣(交)工验收应在工程完建后3个月内进行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则5.2竣工验收由竣工验收委员会负责,由一般由业主单位组织,地方政府或水行政主管部门主持(这里指地方投资和管理的项目),验收委员会由主持单位、地方政府、水行政主管部门、银行(贷款项目)、环境保护、质量监督、投资方等单位代表和有关专家组成。5.2工程竣工验收应具备的条件包括:(1)工程已按合同规定和经审核签发的设计文件要求完建;(2)单位工程及阶段(中间)验收合格。(3)各单位工程能正常运行。(4)历次验收所发现的问题已基本处理完毕。(5)竣工验收要求的的报告、资料已经整理就绪,并通过监理部预审预验。(6)竣工决算已经完成并通过竣工审计。5.3进行工程竣工验收的42天前,工程承建单位应向监理部提交工程竣工报验单一式两份,并随同报送或准备下列主要验收文件一式两份:(1)前各阶段已验收归档的资料(包括分部工程、各阶段(中间)、单位工程验收鉴定书和签证文件)。(2)完(竣)工合同支付结算报告。(3)工程承建合同履行报告(包括重要工程项目的分包商选择及分包同履行情况,以及有关合同索赔等事项);(4)业主指示或监理部要求报送的其他资料。带*号的为报送资料,其他为备查资料,可一式一份。5.4工程承建单位应把报送和备查验收文件报送到监理部,监理部28天内完成对验收准备资料的预审,并在通过预审后返回工程竣工报验单一份和备查资料,同时及时报告业主单位限期完成竣工验收工作。5.5工程竣工验收的成果是竣工验收鉴定书和合同工程质量等级评定证书。通过竣工验收后,由验收小组签署竣工验收鉴定书和合同工程质量等级评定证书。正本一式6份,除送交业主单位和监理单位各1份外,其余4份连同历次阶段、单位工程验收鉴定书和工程质量评定签证一并移交业主单位。5.6工程通过竣工验收后,工程承建单位还应根据合同文件及国家、部门工程承建管理法规和验收规程的规定,及时整理资料,并按业主单位的指示或监理部的要求,限期向业主单位办理资产交接手续。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则6、其它6.1竣工图纸、资料的编制要求按附录要求进行。6.2分部工程、阶段(中间)、单位工程验收及竣工验收鉴定书格式,参照《水利水电建设工程验收规程》(SL223-2008)执行。6.3其它未尽事项,按《水利水电建设工程验收规程》(SL223-2008)和工程承建合同文件的有关规定执行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则七土石方明挖工程施工监理实施细则1、总则1.1本细则依据工程承建合同文件以及SL47-94《水工建筑物岩石基础开挖工程施工技术规范》、SL52-93《水利水电工程施工测量规范》、SDJ249-88《水利水电基本建设工程单元工程质量等级评定标准(一)》、SL38-92《水利水电基本建设工程单元工程质量等级评定标准(七)碾压式土石坝和浆砌石坝工程》等有关工程规程、规范编制。1.2本细则适用于主体工程项目的土石方明挖工程。2、开工许可证申请程序2.1承包人应在土方明挖施工前14天,根据施工测量监理工作规程及监理的要求,完成原始地形测量工作,并将测量成果报送监理单位审查。2.2土石方明挖单项工程开挖前21天,承包人应根据设计文件、有关施工规范、现场地形地质条件和施工水平,完成土方开挖工程施工方案编制,并报监理单位审查批准。施工方案内容应包括:(1)工程概况。(2)开挖施工布置图。(3)开挖(包括可能发生的特殊部位或特殊条件下开挖)方法、程序和施工作业措施。(4)爆破方法及典型爆破参数。(5)边坡及岩基保护措施。(6)出碴、弃碴措施,碴料利用计划,土石方平衡计划与碴料堆场布置设计。(7)施工排水措施。(8)施工进度计划。(9)施工设备、辅助设施及配置计划。(10)劳动力及材料供应计划。(11)现场生产性试验计划。(12)施工安全与环境保护措施。(13)施工组织管理机构与质量控制措施。2.3shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则上述报送文件一式两份,连同施工技术方案申报表(CB01)一式两份,经承包人项目经理(或其授权代表)签署并加盖公章后递交,监理单位14天完成审阅并返回批复表(JL05)一份,审签意见包括“照此执行”、“按意见修改后执行”、及“修改后重新报送”三种。2.4除非承包人接到的开工准备文件报审单审签意见为“修改后重新报送”,否则承包人可即进行该单项工程施工。2.5监理工程师对施工所进行的任何对照、检查、检验和批准,并不意味着可以减轻承包人所应负的合同责任。2.6如果承包人未能按期向监理单位报送开工申请所必须的材料样品、文件和资料,因而造成的施工工期延误和其他损失,均由承包人承担全部合同责任。若承包人在限期内未收到监理单位退回的审签意见表或批复文件,可视为已报经审阅。2.7除非已经得到监理工程师的批准,否则应在开挖完成、报经检查验收合格、并完成相应部位地形测量和地质测绘后,方可进行下一工序作业与施工。2.8承包人用于施工实施的关键测量放样、爆破参数及其他中间试验成果均必须在引用或应用前得到监理工程师的批准或认证。3、施工过程监理3.1施工过程中,承包人应按报经批准的施工方案和施工技术规范按章作业、文明施工,加强质量和技术管理,做好原始资料的记录、整理和工程总结工作。当发现作业效果不符合设计或施工技术规程、规范要求时,应及时修订施工方案或调整爆破设计,报送监理单位批准后执行。3.2施工过程中,承包人应随施工作业进展做好施工测量工作,施工测量工作应包含下述内容:(1)根据设计图纸和施工控制网点进行测量放线,施工过程中,及时测放、检查开挖断面及控制开挖面高程。(2)测绘或收集开挖前后的地形、断面资料,如原始地面、开挖施工场地布置、土石方分界、完工建基面等纵、横断面图与地形图。(3)月报量收方测量。(4)提供工程各阶段和完工后的土石方测量资料。(5)按合同文件规定或监理工程师要求进行的其他测量工作。3.3shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则为确保放样质量,避免造成重大失误和不应有的损失,必要时监理单位可要求承包人在测量监理工程师直接监督下进行对照检查和校测。但监理工程师所进行的任何对照检查和校测,并不意味着可以减轻承包人对保证放样质量所应负的合同责任。3.4承包人应坚持安全生产、质量第一的方针,健全质量控制体系,加强质量管理。施工过程中,坚持三员(施工员、安全员、质检员)到位和三级自检制度,确保工程质量。对出现的质量或安全事故,要本着“三不放过”的原则认真处理。3.5开挖应自上而下进行,某些部位如必须采用上、下层同时开挖方法作业,或按合同必须利用的开挖料,应采取有效的安全和技术措施,并于事先报经监理单位批准。3.6承包方应在需要排水的开挖区设置表面排水设施,以排除开挖面的流水和积水。3.7在建筑物最终开挖边坡以外的上部,应按施工详图标明的或监理单位的指示开挖好山坡截水沟,以防雨水漫流冲刷边坡而造成滑坡。道路路面两侧、边坡坡脚以及各施工场地均应开挖好排水沟槽。对影响施工及危害建筑物安全的渗漏水、地下水和泉水,应就近开挖集水坑和排水沟槽,并设置足够的排水设备,将水排至不再重新回流到原处的适当地点。3.8施工过程中发现工程地质、水文地质条件发生变化或其他其他实际条件与设计条件不符时,承包人应及时将有关资料报送监理单位,由监理单位核转设计单位,供变更或修改设计参考。3.9当发生边坡滑塌,或观测资料表明边坡处于危险状态时,承包人应:(1)及时向监理工程师报告并采取相应防范措施,防止事故或事态范围的扩大和延伸。(2)记录事故或事态的发生、发展过程和处理经过,并及时报送监理单位。(3)会同设计、地质、监理工程师查明原因,及时提出处理措施报监理单位批准后执行。3.10当施工进度拖延时,监理工程师有权按合同文件规定,要求承包人采取赶工行动,即增加设备、人员、材料等资源投入或调整施工方案,并重新报监理单位批准后执行。3.11施工过程中,承包人若出现下列情况之一者,监理工程师有权采取口头违规警告、书面违规警告,直至返工、停工整改等方式予以制止。由此造成的一切经济损失和合同责任,均由承包人承担。(1)不按批准的施工方案实施;(2)违反国家有关技术规范、爆破安全规程和劳动保护条例施工;(3)不按规定的线路、场区出碴、弃碴、进行有用料堆存;shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(4)出现重大安全、质量事故等情况;(5)因弃碴不当造成下游河道堵塞、有用料污染,或因不当排污造成对环境的污染;(6)其他违反工程承建合同文件的情况。3.12基础和岸坡开挖完成后,承包人应及时完成施工区域完工测量,并依照合同文件规定,按监理单位指示,给地质编录、现场测试等工作创造工作环境。4、施工质量控制4.1除非合同或设计文件另有规定,否则开口轮廓位置和开挖断面的测量应满足下列精度要求:(1)覆盖层放样,平面位置点误差不大于200mm,高程点位误差不大于200mm。(2)收方断面,中心桩纵、横向误差不大于10cm。相应于比例尺为1:500~1:1000情况下,图上点误差平面不大于1.0mm、高程不大于0.7mm。(3)完工断面,中心桩纵、横向误差不大于5cm。相应于比例尺为1:200的情况下,图上点误差平面不大于0.75mm、高程不大于0.5mm。4.2边坡和地基的实际开挖轮廓应符合设计要求和相应单元工程质量检验标准。4.3对开挖完成的岩基建基面和坡面应进行清理和整修,并达到下述要求:(1)岩面无松动岩块、小块悬挂体及爆破影响裂隙。(2)建基面及坡面的风化、破碎、软弱夹层和其他有害岩脉按设计要求进行了处理。(3)开挖坡面稳定,无松动岩块且不陡于设计边坡。(4)岩面轮廓无反坡,陡坎顶部应削成钝角或圆滑状。4.4对于在外界环境作用下极易风化、软化的软弱基岩面,若其上部建筑物暂时未能施工覆盖时,应按设计文件和合同技术规范要求进行保护处理。4.5边坡开挖完成后,应及时进行保护。对于高边坡或岩体可能失稳的边坡还应按合同或设计文件规定进行边坡稳定监测,以便及时判断边坡的稳定情况和采取必要的加固措施。4.6开挖碴料应堆放在规定的存、弃料场,严禁将有用碴料与废弃碴料混杂,并保证以后能方便地将有用碴料取出加以利用。4.7shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则除非另行报经监理单位批准,否则应在上一工序完成并报经监理工程师质量检验合格后,方可进行下一工序施工。监理工程师的质量检验均应在承包人的三级自检合格基础上进行,且不减轻承包人应承担的任何合同责任。5、工程验收5.1基础验收时,承包人应提供(但不限于)以下资料:(1)基础完工地形图(图上应标明建筑物实际基面的平面位置、分块线和重要的基础埋件位置)。(2)与施工放样同位置、同比例的基础完工纵、横剖面图,剖面位置应尽量与施工详图一致。在开挖中有变化的部位,应增测剖面图。(3)基础施工测量技术报告(应包括:建筑物实测座标、高程与设计座标、高程比较表等有关资料的说明)。(4)基础完工报告(主要反映与基础施工质量有关的开挖爆破、基础处理及其质量评价)。(5)开挖施工报告(主要包括施工过程、施工技术、工程变更、施工违规、违约情况,工期、质量、合同支付情况等)。(6)开挖设计图纸及设计文件(包括修改图、修改通知和设计变更文件或此类的图纸、文件的文号图)。(7)施工原始记录资料应整编成册。(8)其他必须准备或报送的材料与资料。5.2基础验收时,施工地质应提交完工地质报告及主要工程照片。6、计量与支付支付计量按合同技术条款有关要求执行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则八  土(砂)方填筑施工监理实施细则1、总则1.1本细则依据工程建设合同文件、设计文件、国家标准《GDJ201—83》、《水利水电工程施工测量规范》(SL52一93)、《水利水电工程施工组织设计规范》(SDJ338-89)和有关工程验收规程、标准等要求编制。1.2本细则适用本工程项目的土(砂)方回填等工程。1.3本细则未列入的土(砂)方回填工程质量控制标准,质量评定方法,检测数量,表格标准化等未尽事项,按有关设计要求,施工技术规范和《水利水电基本建设工程单元工程质量等级评定标准》执行。1.4本实施细则没有涉及到的问题,施工单位应及时报监理部研究,提出意见后按监理部意见执行。2、开工许可证申请程序2.1土(砂)石方填筑工程开工前28天,承包人应将填筑区基础开挖验收后实测的平、剖面地形测量资料报送监理部,经监理部签认的地形测量资料作为填筑工程量的原始依据。2.2土(砂)石方填筑工程开工前56天,承包人应根据设计文件、有关施工规范、现场地形地质条件和施工水平,完成土(砂)石方填筑工程施工措施计划编制,并报监理部批准。施工措施计划内容应包括:(1)工程概况(包括申请开工分项工程项目,设计工程量,填筑部位平面、剖面图等。(2)施工布置图(施工布置、运输方式几场内道路规划等)。(3)土(砂)石方开采与填筑料堆存、供料平衡计划。(4)现场碾压试验成果。(5)施工(包括涵管周围回填或特殊条件下)方法、程序和作业保证措施。(6)施工进度计划。(7)施工设备、辅助设施及配置计划。(8)劳动力及材料供应计划。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(9)施工安全与环境保护措。(10)施工组织管理机构与质量控制措施。(11)监理部要求报送的其他资料。2.3上述报送文件连同审签意见单均一式二份,经承包人项目经理(或其授权代表)签署并加盖公章后报送,监理部审阅后限时返回审签意见单一份,原文件不退回。审签意见包括“照此执行”、“按意见修改后执行”、“已审阅”及“修改后重新报送”四种。2.4除非接到的审签意见单,审签意见为“修改后重新报送”,否则承包人可即时向监理部申请开工许可证。监理部将于接受承包人申请后的24小时内开出相应工程项目的开工许可证或开工批复文件。2.5如果承包人未能按期向监理部报送上述文件,由此造成施工工期延误和其他损失,均由承包人承担合同责任。若承包人在期限内未收到监理部的审签意见单或批复文件,可视为己报经审阅。2.6除非已经得到监理部批准,否则应在其他工序经检查验收合格后,方可进行下序作业与施工。3、施工过程监理3.1施工过程中,承包人应按报经批准的施工措施计划和施工技术规范按章作业、文明施工,加强质量和技术管理,做好原始资料的记录、整理和工程总结工作。当发现作业效果不符合设计或施工技术规程、规范要求时,应及时修订施工措施计划,报送监理部批准后执行。3.2施工过程中,承包人应随施工作业进展做好施工测量工作,施工测量工作应包括下述内容:(1)在施工过程中,及时测放、检查施工断面及控制施工面高程。提供工程各阶段和完工后的土(砂)石方测量资料,报监理部审核。(2)测绘或搜集施工前后的地形、断面资料,如原始地面、施工场地布置、完工建基面等纵、横断面图与地形图并及时报监理部审查复核认证。(3)按合同文件规定或监理部要求进行的其他测量工作。3.3shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则为确保放样质量,避免造成重大失误和不应有的损失,在进行控制性测量时,监理部可要求承包人在监理工程师直接监督下进行对照检查与校测。但监理工程师所进行的任何对照检查和校测,并不意味着可以减轻承包人对保证放样质量所应负的合同责任。3.4承包人应坚持安全生产、质量第一的方针,健全质量控制体系,加强质量管理。施工过程中,坚持三员(施工员、调度员、质检员)到位和三级自检制度,确保工程质量。对出现的质量或安全事故,要本着“三不放过”的原则认真处理。3.5填筑施工必须在上一填筑层(或基础)清理何处理、边坡处理以及隐蔽工程完成,经质量检查合格并报监理工程师认证后,方能进行。3.6填筑施工必须根据设计断面分层填筑压实,分层填筑压实,其分层最大厚度必须与压实机具功能相适应。3.7承包人应派有经验的施工监督员在料场和施工现场进行施工监督和指导,并与监理工程师密切配合,及时通报检查中发现的问题和提供必要的资料。3.8承包人应按技术规范要求的数量和方法对填筑体进行取样检查,这种检查应在监理工程师在场的情况下进行当监理工程师认为有必要时,也可指示承包人进行这种检查。对经检查达不到合格要求的填筑料或填筑区,承包人应按监理工程师指示进行返工或补工处理。3.9承包人必须具备自检、互检等施工交接记录,标高、坡度复核记录及其他各种测试记录。填土(砂)经压实后,不得有松散、软弹、翻浆及表面不平整的现象。3.10施工过程中发现工程地质、水文地质条件变化或其他实际条件与设计条件不符时,承包人应及时将有关资料报送监理部,由监理部核转业主或设计单位,供变更或修改设计参考。3.11当工程发生危险状态时,承包人应:(1)及时向监理工程师报告并采取相应防范措施,防止事故或事态范围的扩大和延伸。(2)记录事故或事态的发生、发展过程和处理经过,井及时报送监理部。(3)会同设计、地质、监理工程师查明原因,及时提出处理措施报监理部批准后执行。3.12当施工进度拖延时,监理工程师有权按合同文件规定,要求承包人采取赶工行动,即增加设备、人员、材料等资源投入或调整施工措施计划,并重新报监理部批准后执行。3.13施工过程中,承包人若:(1)不按批准的施工措施计划实施;或shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(2)违反国家有关技术规范、安全规程和劳动保护条例施工;或(3)不按规定的路线、场区出渣、弃渣;或(4)出现重大安全、质量事故等情况;或(5)因弃渣不当造成下游河道阻塞,或因不当排污造成对环境的污染;或(6)其他违反工程承建合同文件的情况。监理工程师有权采取口头违规警告、书面违规警告,直至返工、停工整改等方式予以制止。由此而造成的一切经济损失和合同责任,均由承包人承担。3.14在整个施工期间,承包人应依照合同文件规定,做好安全监测和施工原始记录及其整理工作。并在当月的26日前,向监理部报送当月的施工资料。报送施工资料内容应包括(但不限于)下述内容:(1)各部位己完成的工程量和施工形象(如未完成施工计划,应分析原因,并提出消除其不利影响的措施)。(2)采用的施工方法、投入的劳动力、施工设备和主要材料消耗量。(3)机械完好率、出勤率和生产效率。(4)施工中发生的质量、安全问题及其处理措施和过程。(5)单元工程质量检验记录与统计。(6)施工作业违章、违规情况。(7)安全监测资料及分析成果。(8)其他必须报告的情况。必须时,承包人还应按建设合同文件规定和监理部指示,报送每周施工记录。4、施工质量控制4.1土(砂)石方填筑施工各工序应按技术规范、碾压试验的要求和报经批准的作业措施计划进行。4.2建筑物之上及其两侧进行填筑施工时,建筑物混凝土要达到28天龄期以上。回填料在涵管两侧要同时上升,其高差不得大于1m。承包单位必须向监理部证明所采用的压实施工方案不致损坏建筑物,在监理部同意后才可进行。4.3若填方分几个作业段施工,两层不在同一时间施工时,则先填段按1:1坡度的分层填筑台阶;若两个时段同时填筑,则分层应相互交叠衔接,其搭接宽度不小于1m。4.4shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则原地面不平时,应从低处开始回填;若进行涵管之间回填砂施工时,其层厚不大于20cm,并要用人工夯填。上述质量控制措施、要求,未详事项尚应执行国家、省部现行施工及验收规程规范。5、单元划分及验收5.1土(砂)石方填筑施工工程单元划分相对应土石方开挖工程划分单元,原则上应根据设计结构及施工布置的检查验收区段、砼浇筑块及项目划分意见,每区段、块为一个单元工程。5.2每完成一个单元工程,施工单位应及时进行“三检”,合格后报监理部,组织联合隐蔽工程验收。5.3承包人应及时做好下列完工资料的整编工作:(1)建筑物基础完工平面图,图上应表明建筑物实际基面的平面位置、高程,分块线,边坡坡比等。(2)完工地质报告及主要工程照片。(3)施工测量技术报告(应包括:建筑物实测坐标、高程与设计坐标、高程比较表等有关资料的说明)。(4)施工报告及完工图(主要包括施工过程,施工技术,工程变更,施工违规、违约情况,工期、质量、合同支付情况等)。(5)设计图纸及设计文件(包括修改图,修改通知和设计变更文件或此类图纸、文件的文图号)。(6)施工原始记录资料应整编成册。(7)单元工程质量评定及隐蔽工程联合验收签证。(8)其他必须准备或报送的材料与资料。6、计量与支付支付计量按合同技术条款有关要求执行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则 九混凝土工程施工监理实施细则1、总则1.1本细则根据业主单位与承包人签订的工程承建合同文件(以下简称“合同”或“合同文件”)和SDJ207-82《水工混凝土施工规范》以及其他有关工程施工技术规程规范编制。1.2本细则适用钢筋混凝土工程项目和混凝土砌石中所使用的混凝土可参照执行。2、开工许可证的申请程序2.1承包人应在混凝土工程开工前7天,根据设计文件要求及施工条件,完成放样测量工作,并将施工放样成果报验申请表(A4)报送监理单位审核。必要时,监理工程师将对报送成果进行校测。放样测量成果主要包括模板面边线及高程实地放样情况。2.2在混凝土工程开工14天以前,承包人应按设计单位的要求,完成拟使用的各种强度混凝土配合比试验,并附上报验申请表(A4)一式两份,28天龄期(监理工程师有要求时,提供7天、14天、或可能更长龄期的试验成果或试验推算资料)试验报告一式一份,报监理单位审核。试验中所用的所有材料来源应符合合同要求且应与实际施工中使用的材料一致,并事先得到监理单位批准。2.3在进行混凝土配合比试验前72小时,承包人(或其试验室)应通知监理单位,以使监理工程师对取样过程进行认证和有必要时对试验的全过程进行检查、监督。2.4混凝土工程开工前21天,承包人应根据合同技术规范、设计文件(包括施工图纸、设计通知、技术要求)及施工规范规程和单元工程质量评定标准,结合施工水平向监理单位报送混凝土工程施工方案。主要内容应包括:(1)工程概况(包括申报开工部位,设计工程量,浇筑平、剖面图,以及必要的混凝土浇筑布置与工序流程图)。(2)浇筑程序(包括浇筑作业工序,分缝、分段、分层、分块和止水安装详图,有观测仪器埋设要求的还应包括观测仪器埋设详图)。(3)浇筑进度(包括浇筑工程量、进度安排、循环作业时间及分月浇筑强度)。(4)原材料品质(包括砂石骨料、用水、水泥、止水材料、钢材、掺合料与外加剂)。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(5)混凝土生产(包括级配、配合比、坍落度、浇筑中的允许间歇时间、拌合时间及外加剂品种与掺量)。(6)施工作业方法(包括设缝、缝面处理,模板、钢筋、预埋件、止水设施安装,混凝土运输,入仓、平仓、振捣手段,拆模、构件保护与混凝土保护。有观测仪器埋设要求的还应包括仪器埋设作业内容)。(7)施工设备配置与技术工种组织。(8)质量控制与安全措施。(9)合同支付计划。对于有温控、防裂、搞冲耐磨、预缩等特殊要求的混凝土浇筑,承包人还应根据设计文件和合同技术规范有关规定进行专门设计、试验和研究,并将这部分内容作为专项列入施工方案。2.5特殊部位(如基础填塘、洞、槽、键等)的混凝土施工及温控措施,或采用特种混凝土施工,或必须在特别不利的自然条件下进行混凝土浇筑作业,或采用掺粉煤灰等混凝土,或监理单位认为应该特别报告的条件下,承包人均应在该项混凝土施工作业的21天前,制定专项施工方案报送监理单位批准。2.6当承包人采用特种模板(如滑模、拉模)时,在制作前的28天应向监理单位递交模板及其安装、支撑详图或进一步的详细设计和说明资料。2.7混凝土工程浇筑使用的原材料进场按《建筑材料监理工作规程》执行。所有这些材料应报送的资料必须于施工作业开始14天前报送监理单位审查认可。2.8上述报送文件一式一份,连同施工组织设计(方案)报审表(A2)一式两份,经承包人项目经理(或其授权代表)签署并加盖公章后递交,监理单位14天完成审阅并返回报审表一份,审签意见包括“照此执行”、“按意见修改后执行”、及“修改后重新报送”三种。2.9除非承包人接到的开工准备文件报审单审签意见为“修改后重新报送”,否则承包人可即进行该单项工程施工。2.10监理工程师对施工所进行的任何对照、检查、检验和批准,并不意味着可以减轻承包人所应负的合同责任。2.11如果承包人未能按期向监理单位报送开工申请所必须的材料样品、文件和资料,因而造成的施工工期延误和其他损失,均由承包人承担全部合同责任。若承包人在限期内未收到监理单位退回的审签意见表或批复文件,可视为已报经审阅。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3、施工过程监理3.1承包人应按照报经批准的施工措施计划按章作业、文明施工。同时加强技术和质量管理,做好作业过程中的资料记录、收集和整理,并定期向监理单位报送。需根据试验或试验性作业成果决定施工实施,或必须调整、修订施工作业程序、方法与进度计划,或必须调整混凝土原材料与配合比等,属于对施工措施计划的实质性变更,均应事先报经监理单位书面同意后方可实施。3.2混凝土开仓浇筑前,承包人应对各工序质量进行自检,并在“三检”合格基础上填报《混凝土准浇证》。检查内容包括:(1)基础面、层面或缝面处理。(2)钢筋布设。(3)模板安装。(4)止水安装及伸缩缝处理。(5)灌浆、排水等系统布设,观测仪器、设备及预埋件安装。(6)混凝土生产与浇筑准备。(7)其他必须检查检测的项目。承包人自检合格后,在开仓前12小时通知监理工程师对上述内容进行检查确认,在认证合格并开出开仓签证后方可进行混凝土浇筑。检查标准按照SDJ249《水利水电基本建设工程单元工程质量评标准》、工程承建合同技术规范和设计技术要求执行。3.4承包人应按合同、施工技术规程规范和质量等级评定标准规定的数量和方法对拌和混凝土进行取样检测(监理有要求时还要进行各种原材料取样检测)。3.5金属止水片的焊接、金属止水片与塑料止水片的铆接等作业,必须将试焊、试接样品连同报验申请表(A4)报送请监理工程师认可后,方可实施焊接作业。3.6如果因施工方面的原因要求增加或改变施工缝时,必须在浇筑程序详图中表明,并报监理单位批准。3.7重要部位混凝土浇筑过程中,承包人应有技术人员、质检人员以及调度人员在现场进行技术指导、质量检查和作业调度。3.8承包人应严格按批准的混凝土配合比拌制混凝土,对于运送或浇筑不合格混凝土入仓的,监理工程师有权按承建合同文件规定拒绝入仓或指令返工处理。3.9回填预留孔混凝土或砂浆之前,均必须事先报送作业措施并征得监理工程师的同意后方可实施。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3.10预制构件应具备所有必须的标志、标记及证明书,构件安装校正、完成焊接作业后,3.11施工期间,承包人必须按月整理原始施工记录,并接受监理单位的检查。施工记录内容应包括:(1)每一构件、块体混凝土数量,所用原材料的品种、质量、混凝土标号及配合比。(2)各构件、块体的实际浇筑顺序、起讫时间、养护及表面保护时间、方式,模板、钢筋及止水设施、预埋件等的情况。(3)浇筑地点的气温,各种原材料的温度,混凝土的出机口与入仓温度,各部位模板拆除的日期和时间。(4)混凝土试件的试验结果及其分析。(5)混凝土裂缝的部位、长度、宽度、深度、裂缝条数、发现的日期及发展情况。(6)施工中发生的质量事故、安全事故及其处理措施。(7)按合同文件或监理单位规定必须报告的其他事项。3.12对于施工中发生的质量事故或缺陷,承包人应立即查明其范围、数量,分析产生质量事故的原因,提出处理措施,及时向监理单位报告,经监理单位批准后,方可进行处理。对于一般的混凝土缺陷应在拆模后的24小时内修复、修补完毕。3.13为了确保施工质量,承包人必须按照有关施工规范和设计文件进行施工。对发生的违规行为,监理工程师可发出监理通知,直至指令停工整顿。4、质量控制4.1运至工地用于主体工程的水泥,应有产品出厂日期、厂家的品质试验报告,承包人必须按规定进行复检,必要时还应进行化学分析。试验检查项目包括:(1)水泥标号。(2)凝结时间。(3)体积稳定性。  必要时还应增加:(4)稠度。(5)细度。(6)比重。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(7)水化热。袋装水泥贮运时间超过3个月、散装水泥超过6个月,使用前应重新检验。4.2外加剂应有产品出厂日期、厂家出厂合格证、厂家质量检验结果及使用说明,否则应按SD108-83《水工混凝土外加剂技术标准》进行质量检验。当贮存时间超过产品有效存放期,或对其质量有怀疑时,承包人必须进行质量检验鉴定。4.3混凝土的坍落度应符合合同技术规范和设计文件的规定,若合同规范和设计文件未明确,则应当根据结构部位的性质、含筋率、混凝土运输、浇筑方法和气候条件等决定,并尽可能采用小的坍落度。4.4因设计或施工要求,必须在混凝土中掺用减水、缓凝、引气、调稠等外加剂及其他胶凝材料和掺合料时,其掺量及材料必须必须符合设计文件和技术规范的规定,并经过试验确定后报监理单位批准。4.5模板安装前应检查模板质量(平面尺寸、清洁、破损等),安装时必须按混凝土结构物的施工详图测量放样,确保模板的刚度和支撑牢固,重要结构部位应多设控制点,以利检查校正。浇筑过程中,如发现模板变形走样应立即采取纠正措施,直至停止混凝土浇筑。4.6用于主体工程的钢筋应有出厂证明书或试验报告单。使用前应作拉力、冷弯试验,需要焊接的钢筋应作焊接工艺试验。钢号不明的钢筋,经试验合格后方可使用,并不得用于承重结构的重要部位。4.7钢筋的调直和清除污锈应符合下列要求:(1)钢筋的表面应洁净,使用前应将表面的油渍、漆污、锈皮、鳞锈等清除干净。(2)钢筋应平直、无局部弯折和表面裂纹,钢筋中心线同直线的偏差不应超过其长度的1%,成盘的钢筋或弯曲的钢筋均应矫直后才允许使用。(3)钢筋在调直机上调直后,其表面伤痕使钢筋截面积减少不得大于5%。(4)如用冷拉法调直钢筋,则其矫直冷拉率不得大于1%(Ⅰ级钢筋不得大于2%)。4.8以另一种钢号或直径的钢筋代替设计文件规定的钢筋时,必须征得设计单位或监理工程师的书面同意,并应遵守以下规定:(1)以另一种钢号或种类的钢筋代替设计文件规定的钢筋时,应将两者的计算强度进行换算,并对钢筋截面积作相应的改变;(2)以同种钢号钢筋代换时,直径变更范围不宜超过4mm,变更后的钢筋总截面积不得小于设计截面积的98%或超过其103%;shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(3)钢筋的等级变换不能超过一级,也不宜采用改变钢筋根数的方法来减少钢筋截面积,必要时应校核构件的裂缝和变形。(4)以较粗的钢筋代替较细的钢筋,必要时应校核代替后构件的握裹力。4.9在加工厂中,钢筋的接头应尽量采用闪光对头焊接。现场作业或不能进行闪光对焊时,宜采用电弧焊(搭接焊、帮条焊、熔槽焊等)。焊接前,应将焊接范围内的浮锈、漆污、油渍等清除干净。直径小于25mm的钢筋可采用绑扎接头,但轴心受拉、小偏心受拉构件和承受振动荷载的构件,均应采用焊接接头。钢筋接头的布置应符合设计要求和技术规范有关规定。4.10为保证电弧焊质量,在开始施焊前,或每次改变钢筋的类别、焊条牌号以及调换焊工之前,特别是在可能干扰焊接操作的不利环境下施焊时,应预先用相同的材料、相同的焊接条件、参数,制作两个抗拉试件并经抗拉试验合格后,才允许正式施焊。4.11为了保证混凝土保护层的必要厚度,应在钢筋和模板之间设置强度不低于构件设计强度的埋设有铁丝的混凝土垫块,并与钢筋扎紧。垫块应互相错开,分散布置。各排钢筋之间,应用短钢筋支撑,以保证钢筋布设位置准确。4.12在混凝土浇筑施工中,应安排值班人员经常检查钢筋架立位置,如发现变动应及时矫正,严禁为方便浇筑擅自移动或割除钢筋。4.13伸缩缝止水材料的型式、结构尺寸、材料的品种规格和物理学指标,均应符合设计要求。其原材料的品种、生产批号、质量等应记录备查。采用代用品时,均须通过试验论证并征得设计单位同意后方可使用。4.14混凝土浇筑时,应防止止水片产生变形、变位或遭到破坏。止水片周围的混凝土必须特别注意振捣密实。已安装的暴露时间较长的周边缝止水片必须及时用钢或木保护罩保护。4.15成品嵌缝填料应抽样检验其主要技术指标。同嵌缝填料接触的混凝土表面必须平整、密实、洁净、干燥,嵌缝填料施工完毕后应及时保护。4.16混凝土的运输应遵守以下原则:(1)混凝土运输设备应根据施工条件选用。运输过程中应避免发生分离、漏浆、严重泌水或过多降低坍落度。(2)运输不同标号的混凝土时,应在运输设备上设置明显的标志,以免混仓。(3)运输过程中,应尽量缩短运输时间或减少运转次数。因故停歇过久,混凝土产生初凝时,应作废料处理。在任何情况下,严禁途中加水后运入仓内。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(4)不论采用何种运输设备,当混凝土入仓自由下落高度大于2m时应采取缓降措施。4.17在倾斜面浇筑混凝土时,应从低处开始浇筑,并使浇筑面保持水平。仓内的泌水应及时排除,严禁在模板上开孔赶水,以免带走灰浆。严禁在流水中浇筑混凝土,已浇筑的混凝土在硬化之前不得受水流的冲刷。4.18混凝土浇筑应保持连续性。如因故中止且超过允许间歇时间,则应按施工缝处理。若能重塑者且经监理工程师认定,仍可继续浇筑混凝土。4.19浇入仓内的混凝土应随浇随平仓,不得堆积。仓内若有粗骨料堆积时,应均匀地散铺于砂浆较多处,或未经振捣的混凝土上,但不得用水泥砂浆覆盖,以免造成内部蜂窝。4.20混凝土施工缝的处理,应遵守下列规定:(1)已浇好的混凝土,在强度未达到2.5MPa前,不得进行上一层混凝土浇筑的准备工作。(2)混凝土表面应加工成毛面并清洗干净,排除积水,铺设2~3cm厚水泥砂浆后,方可浇筑新混凝土。4.21混凝土模板拆除的期限,应得到监理单位的同意。除非设计文件另有规定,否则应遵守下列规定:(1)不承重的侧面模板,应在混凝土强度达到2.5MPa以上,并能保证其表面及棱角不因拆模而损坏时才能拆除。(2)钢筋混凝土的承重模板,至少应在混凝土强度达到设计强度的70%以上,对于跨度较大的构件必须达到设计强度的100%,才能拆除。4.22混凝土浇筑完毕后,当硬化到因不洒水而损坏时,就应采取洒水等养护措施。混凝土表面应经常保持湿润状态直到养护期满。在炎热或干燥气候条件下,早期混凝土表面应采用经常保持水饱和或用覆盖物进行遮盖,避免太阳曝晒。5、其他5.1每单元混凝土工程施工结束后,承包人应及时进行混凝土单元工程质量检查评定,并经监理工程师核实签字,作为评定相应分部工程质量等级的基础。5.2本细则未列之其他施工技术要求、原材料品质和质量检验标准,按合同技术规范、有关施工技术规程规范和质量评定标准执行。5.3混凝土原材料质量检验认证按《建筑材料质量监理工作规程》规定执行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则5.4已按设计要求完成,报经监理工程师检验合格,按合同规定应予以支付的工程量才予以计量支付。5.6工程质量检验及单元工程开工签证,按有关监理文件规定执行。6、计量与支付支付计量按合同技术条款有关要求执行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则十  砌石工程施工监理实施细则1、总则1.1本细则根据业主单位与承包人签订的工程承建合同文件(以下简称“合同”或“合同文件”)和GB50203-98《砌体工程施工及验收规范》、SD120-84《浆砌石坝施工技术规范》(试行)、SL52-93《水利水电工程施工测量规范》、SL223-1999《水利水电建设工程验收规程》、SL38-92《水利水电基本建设工程单元工程质量评定标准(七)碾压式土石坝和浆砌石坝工程》以及其他有关工程施工技术规程规范编制。1.2本细则适用于主体工程的浆砌石挡土墙和细石混凝土砌石挡土墙与非主体工程构筑物等所有砌石工程项目。2、开工许可证的申请程序2.1承包人应在砌石工程开工前7天,根据设计文件要求及施工条件,完成放样测量工作,并将施工放样成果报验申请表(A4)报送监理单位审核。必要时,监理工程师将对报送成果进行校测。放样测量成果主要包括砌筑面边线及高程实地放样情况。2.2在砌石工程开工14天以前,承包人应按设计单位的要求,完成拟使用的各种强度混凝土、水泥砂浆配合比试验,并附上报验申请表(A4)一式两份,28天龄期(监理工程师有要求时,提供7天、14天、或可能更长龄期的试验成果或试验推算资料)试验报告一式一份,报监理单位审核。试验中所用的所有材料来源应符合合同要求且应与实际施工中使用的材料一致,并事先得到监理单位批准。2.3在进行混凝土配合比试验前72小时,承包人(或其试验室)应通知监理单位,以使监理工程师对取样过程进行认证和有必要时对试验的全过程进行检查、监督。2.4砌石工程开工前21天,承包人应根据合同技术规范、设计文件(包括施工图纸、设计通知、技术要求)及施工规范规程和单元工程质量评定标准,结合施工水平向监理单位报送砌石工程施工方案。主要内容应包括:(1)工程概况(包括申报开工部位,设计工程量,平、剖面图,以及必要的砌石工序流程图)。(2)砌筑程序(包括砌筑作业工序,分缝、分段、分层、分块和排水安装详图,有观测仪器埋设要求的还应包括观测仪器埋设详图)。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(3)砌筑进度(包括砌筑工程量、进度安排、循环作业时间及分月砌筑强度)。(4)原材料品质(包括块石、砂石骨料、用水、水泥、排水材料)。(5)胶凝材料生产(包括配合比、和易性、稠度、浇筑中的允许间歇时间、拌合时间及外加剂品种与掺量)。(6)施工作业方法(包括设缝、缝面处理,排水设施安装,胶凝材料运输,入仓、平仓、振捣手段,构件保护。有观测仪器埋设要求的还应包括仪器埋设作业内容)。(7)施工设备配置与技术工种组织。(8)质量控制与安全措施。(9)合同支付计划。2.5上述报送文件一式一份,连同施工组织设计(方案)报审表(A2)一式两份,经承包人项目经理(或其授权代表)签署并加盖公章后递交,监理单位14天完成审阅并返回报审表一份,审签意见包括“照此执行”、“按意见修改后执行”、及“修改后重新报送”三种。2.6除非承包人接到的开工准备文件报审单审签意见为“修改后重新报送”,否则承包人可即进行该单项工程施工。2.7监理工程师对施工所进行的任何对照、检查、检验和批准,并不意味着可以减轻承包人所应负的合同责任。2.8如果承包人未能按期向监理单位报送开工申请所必须的材料样品、文件和资料,因而造成的施工工期延误和其他损失,均由承包人承担全部合同责任。若承包人在限期内未收到监理单位退回的审签意见表或批复文件,可视为已报经审阅。3、施工过程监理3.1承包人应按照报经批准的施工措施计划按章作业、文明施工。同时加强技术和质量管理,做好作业过程中的资料记录、收集和整理,并定期向监理单位报送。需根据试验或试验性作业成果决定施工实施,或必须调整、修订施工作业程序、方法与进度计划,或必须调整混凝土原材料与配合比等,属于对施工措施计划的实质性变更,均应事先报经监理单位书面同意后方可实施。3.2如果因施工方面的原因要求增加或改变施工缝时,必须在砌筑程序详图中表明,并报监理单位批准。3.3重要部位砌筑过程中,承包人应有技术人员、质检人员以及调度人员在现场进行技术指导、质量检查和作业调度。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3.4承包人应严格按批准的混凝土配合比拌制砂浆和混凝土,对于运送或浇筑不合格砂浆或混凝土入仓的,监理工程师有权按承建合同文件规定拒绝入仓或指令返工处理。3.5施工期间,承包人必须按月整理原始施工记录,并接受监理单位的检查。施工记录内容应包括:(1)每一砌体方量,所用原材料的品种、质量。(2)砌体的实际砌筑顺序、起讫时间、养护及表面保护时间、方式,预埋件等的情况。(3)砌筑地点的气温、各种原材料的温度。(4)混凝土试件的试验结果及其分析。(5)施工中发生的质量事故、安全事故及其处理措施。(6)按合同文件或监理单位规定必须报告的其他事项。3.7对于施工中发生的质量事故或缺陷,承包人应立即查明其范围、数量,分析产生质量事故的原因,提出处理措施,及时向监理单位报告,经监理单位批准后,方可进行处理。修复、修补措施应报经监理工程师同意后进行,修复、修补过程中,均须有详细的记录。3.8为了确保施工质量,承包人必须按照有关施工规范和设计文件进行施工。对发生的违规行为,监理工程师可发出监理通知,直至指令停工整顿。4、施工质量控制4.1材料质量应符合以下要求:(1)砌石材质应坚实新鲜,无风化剥落层或裂纹,石材表面无污垢,水锈等杂质,用于表面的石材,应色泽均匀。石料的物理力学指标应符合施工图纸的要求。(2)砂浆和细骨料混凝土采用的砂料,要求粒径为0.15~5mm,细度模数为2.5~3.00。(3)胶结材料的配合比必须满足施工图纸规定的强度和施工和易性要求,配合比必须通过试验确定。胶结材料拌和时间:机械拌和不小于2~3min,一般不应采用人工拌和。局部少量人工拌和料至少干拌三遍,再湿拌呈色泽均匀,方可使用。胶结材料应随拌随用,在运输或贮存中发生离析水的砂浆,砌筑前应重新拌和,已初凝的胶凝材料不得使用。4.2底板混凝土抗压强度达到2.5Mpa后,才允许进行挡土墙砌石工作。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4.3浆砌石体砌筑(1)砌石体应采用铺浆法砌筑,砂浆稠度应为30~50mm,当气温变化时,应适当调整。(2)在铺砌座浆之前,石料应洒水湿润。(3)砌筑时石块分层卧砌,上下错缝,内外搭砌。(4)石料摆放要稳定,严禁石块直接接触,用铁锤敲击石面,使座浆开始溢出为度。(5)石料摆放就位后,应及时进行竖缝填浆,并捶捣密实,使灰浆饱满。4.4砌石进度安排宜连续不断逐层砌筑,砌体胶结材料已终凝的,需将砌体接触面冲洗清扫干净才能进行新一层砌体的砌筑。对停砌已久的砌体,需对接触面作凿毛、清除松动的石块、高压水冲洗等特殊处理后方可继续砌筑。4.5砌体的结构尺寸和位置,必须符合施工图纸规定,表面偏差不得大于15mm。4.6外露面水泥砂浆勾缝前,缝槽必须用水冲洗干净,不得有残余的灰碴、石屑、砂浆、积水等,并保持其湿润再勾缝。勾缝砂浆的灰砂比应大于砌体砂浆的灰砂比,并单独进行拌制。勾缝求为平缝时,用水泥砂浆将冲洗、干净的缝腔填满、压实,再用小抿子在缝口灰浆面来回施压2~3次,使其密实光滑,力求美观、匀称,表面平整。4.7砌体外露面,在砌筑12~18h之后及时养护,经常保持外露面的湿润。养护时间:水泥砂浆砌体一般为14天。5、其他5.1每单元砌石工程施工结束后,承包人应及时进行单元工程质量检查评定,并经监理工程师核实签字,作为评定相应分部工程质量等级的基础。5.2本细则未列之其他施工技术要求、原材料品质和质量检验标准,按合同技术规范、有关施工技术规程规范和质量评定标准执行。5.3胶凝材料的原材料质量检验认证按《建筑材料质量监理实施细则》规定执行。5.4本细则未列之其他施工技术要求、质量检验标准按合同文件技术规范、有关施工技术规程规范和质量评定标准执行。5.5工程质量检验及单元工程开工签证,按有关监理文件规定执行。6、计量与支付支付计量按合同技术条款有关要求执行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则十一工程建设项目科技档案管理办法1、总则1.1为保证工程项目档案的完整、准确、系统及项目档案与项目实体的一致性,本公司按《中华人民共和国档案法》、水利部《水利基本建设项目(工程)档案资料管理规定》、《广东省建设项目档案验收暂行办法》的有关规定制订本办法。1.2本规程适用公司内部档案管理和承监工程的资料档案管理。1.3监理人员应于工程施工期间做好工程档案材料的分类整理归档工作,及时保证工程项目竣工验收和档案验收。2、建设项目文件材料归档范围2.1除施工单位质量证明单和建筑材料报告可用复印件外,其余文件均应移交原始文件材料归档保存。必须严格执行档案工作的有关规章制度,凡没有最后归档的项目,不能算完成任务,不能参加评优和评奖。2.2各工程项目负责人按项目负责组织科技文件材料的建档、归档和归档后的修改补充工作,并对归档文件材料完整、准确、系统负全面责任。监理人员应按各自的岗位职责,做好归档工作。2.3各工程项目建设所形成的科技档案基本应包括如下内容:1、项目前期、管理主要文件材料归档范围序号文件类型文件材料内容产生文件单位注意事项一项目申报1、项目建议书建设单位2、项目申请有关文件建设单位3、项目建议书批复上级有关部门4、可行性研究报告建设或委托设计附图一同归档5、可行性论证意见论证组织单位4、项目评估文件评估单位7、环境预测、调查报告建设或委托设计8、计划任务书建设单位9、计划任务书批复上级有关部门10、与项目有关的领导讲话、指示等材料建设单位或有关部门11、涉外项目文件材料建设单位或有关部门引进设备部分见设备材料范围二基础材料1、合同建设、勘探单位双方签字的正本有效shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则2、勘探报告勘探单位3、地质图勘探单位二基础材料4、化验试验分析报告勘探单位5、勘测记录勘探单位6、重要土、岩样说明勘探单位7、地形测量勘探单位8、水文气象、水文地质勘探单位三征用土地1、征用土地申请报告建设单位2、征用、调拔用地通知或建设用地规划许可证规划局或国土部门3、用地范围图规划局或国土部门4、土地管理局批文国土部门5、土地使用权属证明地方政府土地管理部门6、征地、拆迁补偿协议文件建设单位、被征用土地单位和个人凡是涉及征地费用等各项协议书、调查核实材料都必须归档四建设执照1、施工许可证建设行政主管部门已有开工报告的不需办理施工许可证2、建筑设计消防送审报告建设单位3、建筑设计消防审核通知消防部门4、环境保护三同时申请报告建设单位应收集环境保护报告书5、环境保护三同时审核通知环保部门五招、投标1、招标文件建设单位或有关部门国际招标时应注意收集外文版材料shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则2、投标文件设计、施工、监理注意收集资格审查材料,未中标的作为一般资料3、标底建设单位或有关部门开标前为绝密材料4、评标结果建设单位或有关部门应有评标人员签字确认5、中标协议建设单位或有关部门六六工程监理工程监理1、监理合同或协议建设单位、监理单位2、监理大纲监理单位3、监理规划监理单位4、各专业监理实施细则监理单位小型项目内容较单一5、开工、停工、复工令、工程来往文件监理单位没有发停工令时,不产生复工令6、质量、进度、投资控制文件监理单位7、其他监理文件监理单位2.6.2项目设计阶段主要文件材料归档范围序号文件类型文件材料内容产生文件单位注意事项一初步设计扩初设计1、设计合同或协议建设、设计单位应包括设计档案材料归档的条款2、设计大纲设计单位3、设计说明书及图纸设计单位4工程概算设计单位二技术、施工设计1、设计合同或协议建设、设计单位应包括设计档案材料归档的条款2、各专业成套设计说明设计单位3、专题说明书设计单位shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4、各专业施工图设计单位5、设计计算书设计单位将计算的程序、结果、选用的参数归档6、工程质量保修书设计建设单位签字确认方能生效2.6.3项目施工阶段主要文件材料归档范围序号文件类型文件材料内容产生文件单位注意事项一土建工程1、施工合同、协议建设、施工单位应有竣工档案编制条款2、开、停、复工报告及批复施工、监理单位3、技术交底、图纸会审纪要施工、监理、设计单位参加会议单位、人员签名确认4、建(构)筑物施工定位测量成果材料及图纸施工单位需经设计、监理签字确认一土建工程5、建(构)筑物沉降(变形)观测记录施工单位应有记录分析结果shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则一土建工程6、工程更改洽商、技术核定、材料代用审核材料施工、监理、设计单位经施工、设计、监理签字确认才有效7、设计变更通知单技术变更核实单施工、监理、设计单位变更应注明原施工图编号,并按照专业统一编序号8、隐蔽工程验收记录施工单位需经设计、监理签字确认9、质量事故报告及处理记录施工单位注意收集设计、监理、质监部门调查处理意见和现场照片10、原材料、构件质保书(钢材、水泥、砖、粗骨料、细骨料、砼构件等)产品生产单位主要材料要有原生主单位质量证明、或合格证,没有质量证明材料的,应按专业标准试验后,方可使用或安装11、建筑材料实验报告(水泥、砖、砂石料、钢材、防火、防腐、钢材焊接等试验报告)施工单位大厂水泥、钢材抽样检查,小厂生产水泥必须做安定性实验;承重结构使用的砖、砂、石等需进行试验;对施工工艺性试验材料按规范办理12、工程质量评定记录(基础工程、打桩工程、主体结构等)施工单位需经设计、监理、质监签字确认13、工程结算施工单位14、竣工报告施工单位15、竣工图纸施工单位在施工图上修改时应注明修改依据,加盖竣工图章,经编制、技术、审核人签字方可归档。并经监理工程师审核,确认无误后,方能同意竣工验收16、工程质量保修书施工、建设单位签字确认方能生效二水、电安装工程1、施工合同或协议建设、施工单位应包括档案材料归档的条款shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则二水、电安装工程2、开、停、复工报告及批复施工、监理、设计单位3、技术交底、图纸会审纪要施工、监理、设计单位参加会议单位、人员签名确认4、器材、设备移交、检查记录施工单位应按清单核对主要设备的完整程度、质量状况,并做好记录5、材料试验报告施工单位各类设备在安装前应做好试验,手续完备后归档6、隐蔽工程检查验收记录施工单位施工、设计、监理单位有关负责人签证确认7、材料、零部件、设备代用审批记录施工、建设(监理)单位应由设计单位签证认可8、质量事故报告及处理意见施工单位注意收集设计、质监部门的调查处理意见和现场照片9、管线位置、标高、坡度测量记录及成果图施工单位需经设计、监理签字确认10、设备、电气、仪表安装测试记录施工单位11、工程质量评定记录施工单位需经监理签字认可12、工程决算施工单位13、竣工报告施工单位14、竣工图纸施工单位在施工图上修改时应注明修改依据,加盖竣工图章,经编制、技术、审核人签字方可归档。并经监理工程师审核,确认无误后,方能同意竣工验收15、工程质量保修书施工、建设单位签字确认方能生效三工艺设备安装工程1、施工合同或协议建设、施工单位应包括档案材料归档的条款2、工艺说明、流程线路图设计单位3、设备、材料开箱记录、随机工具、随机备件清单施工单位应按清单核对主要设备的完整程度、质量状况、并做好记录shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4、设备图纸、(含自制设备图)说明书、计算材料、工艺流程图设计、施工单位在施工图上修改时应注明修改依据,加盖竣工图章,经编制、技术、审核人签字方可归档。并经监理工程师审核,确认无误后,方能同意竣工验收5、设备安装调试记录施工单位6、安装质量评定记录施工单位需经监理签字确认7、工程决算施工单位8、竣工报告施工单位9、工程质量保修书施工、建设单位签字确认方能生效2.6.4项目竣工验收阶段主要文件归档范围序号文件类型文件材料内容产生文件单位注意事项一项目初验文件1、初验申请报告和批复监理、建设和上级单位2、初验会议文件材料监理或建设单位验收人员名单、发言材料、验收意见二试生产文件材料1、生产技术参数性能及图纸建设或使用单位2、试生产记录建设或使用单位3、安全操作规程、事故分析、处理报告建设或使用单位4、其他试生产有关的文件材料建设或使用单位三项目竣工验收文件材料1、竣工验收申请报告及批复监理、建设单位、上级主管部门2、各单项验收意见监理、建设单位消防、卫生、环保、档案等验收意见3、项目竣工验收会议文件材料项目主验单位验收人员名单、发言材料、验收意见shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则四1、照片建设、监理、施工单位标注文字说明及底片编号2、录音带建设、监理、施工单位注明项目名称和内容、长度3、录像带建设、监理、施工单位注明项目名称和内容、长度3、工程文件整理归档办法和要求3.1组织案卷方法3.1.1管理性文件材料的组卷方法管理性文件材料的整理按先问题后时间的原则组卷,如立项、征地拆迁、报建、招投标是几项不同的工作,是属于不同的问题,组卷时,将不同问题的文件材料分开,同一问题的材料按时间顺序排列,如一个问题的材料较多,可将其组成几个案卷,如几个问题的材料都不多,可将这几个问题的所有材料组成一个案卷。3.1.2施工文件的组卷方法施工文件一般按结构组卷。如果同一单位工程形成的质量检查、评定记录、原材料、构件出厂证明、试验报告数量不多,可共同组成一卷,卷内按结构——文件材料类型——时间的顺序排列;如果数量较多,可区分分部、分项分别组卷;如同一分项工程形成的材料仍较多,则再区分施工文件的种类、时间组卷。原材料、构件的质量证明材料如按批量形成,也可按其规律,按批量组卷。3.1.3图纸的组卷方法图纸是按结构、专业形成的,如果一个项目的图纸数量较少,可将所有图纸组成一个卷,按原图纸目录顺序排列;如果图纸较多,可按不同的专业(如建筑、结构、给排水、采暖通风、电气等)组成若干案卷,不同专业的图纸数量不一,给卷时可灵活分卷或组合。3.1.4修改通知单的组卷方法修改通知单一般不能直接附在被变更的竣工图的后面。在整理时,以一个单项工程、单位工程为单位,把该项目的所有变更通知单集中起来,如材料较少,可组成一卷,卷内按专业、文号顺序排列,如材料多,可按专业排列。3.1.5监理文件的组卷方法在监理过程中产生的文件材料分为依据性文件和工作文件,组卷时,如果文件不多。可将依据性材料组成一卷,如果文件较多,可分别按问题组卷,如监理大纲一卷,监理合同一卷,监理规划一卷,监理实施细则一卷;工作文件—般采用“文种——文号”的方法组卷,并应把同一监理文件有关来往文件附在其后立卷,如有关材料较多,开工令组成、停工令、复工令分别组成一卷或若干卷,会议纪要组成一卷或若干卷,月报支付批复组成一卷或若干卷,监理简报组成一卷或若干卷,监理日志组成一卷或若干卷;如果文件较少,可根据实际将若干不同的文件组成一卷。卷内排列文件时,按文号的顺序排列。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3.2组卷要求3.2.1要保证案卷内所反映问题的文件材料的齐全完整。3.2.2案卷内文件材料必须准确反映基建有关活动的真实内容。3.2.3卷内文件材料的制作和书写材料必须益于长期保管。3.2.4一个案卷的厚度一般不超过3公分,最厚不超过5公分。3.2.5竣工图纸必须折叠成A4的标准尺寸。3.3编目3.3.1编写页号有书写内容的,正面在右下角、背面在左下角编写页号,每一个案卷用阿拉伯数字从“1”编起,每一个案卷编一个流水号。页号距左、下边各为1cm。3.3.2编制卷内目录(要求:一式一份,如下表)卷内目录序号文件编号责任者文件材料题名日期页次备注1金华宇监(99)001号西江监理公司关于汛期前防洪要求的通知13.6.51注:利用原来图纸目录作为卷内目录的,卷内目录不必编页码;说明:①顺序号;②文件编号:填写文件的文号或图样的图号;③责任者:文件直接编制部门;④文件材料题名:即文件标题;⑤日期:填写文件的年、月、日,用“、”表示;⑥页次;⑦备注。3.3.3填写卷内备考表卷内备考表的填写内容有两方面:一是标明卷内文件材料的件数、页数以及在组卷和案卷使用过程中需要说明的问题;二是属于永久、长期保管的科技档案,需在每一个项目的第一卷的备考表中,由项目负责人加写归档意见。项目档案材料是否完整、准确、系统,是否同意归档。3.4写案卷封面填写案卷封面主要是拟写案卷题名和编制档案号3.4.1案卷题名的拟写基建档案案卷题名的构成模式是:项目名称十文件内容十文件名称。如:①和平路15号宿舍楼报建、地质勘察、设计、施工、竣工验收等的申请表、报告、评定表、证明书②和平路15号宿舍楼建筑竣工图③和平路15号宿舍楼结构竣工图④和平路15号宿舍楼月报支付批复3.4.2案卷的排列顺序shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则基建类案卷按项目依据性材料、基础性材料、工程设计(含初步设计、技术设计、施工图设计)、工程施工、工程监理、工程竣工验收等排列。案卷内科技文件材料排列应文字在前,图样在后。3.4.3编制基建档案号基建档案号的编制结构基本上采用两种形式,一种是单纯号码制,即全部以阿拉伯数字进行科技档案编号;另一种是混合号码制,即是以代字和数字混合进行科技档案编号。1、XX单位工程基1、XX工程项目2、XX单位工程1、A分部工程建档3、XX单位工程2、B分部工程案2、XX工程项目B4、XX单位工程3、C分部工程3、XX工程项目基建档案号的构成模式为分类号+案卷号,如上例C分部工程第一卷的档案号为B1.3.3-1。注:监理向其他单位移交文件时,档号及单位名称不用填写。3.5装订案卷案卷可采用装订和不装订两种形式;案卷内不同尺寸的文件材料要折叠为统一幅面;永久、长期保存的案卷装订时必须去掉金属物;装订时,要求案卷材料齐左和齐下;案卷不装订时其卷内文件材料要按照卷内目录的编排次序进行排列,并在每份文件材料的首页加盖“档案号”章。如下表:分类号案卷号件号G3.2114、工程项目档案验收有关内容要求4.1验收时间:建设项目竣工移交生产六个月内进行。4.2验收时有关做法:有关单位在完成建设项目档案整理后,对照验收标准各项内容自评打分,并由建设或监理单位将自评情况汇总,形成书面报告,连同《建设项目(工程)档案验收申请书》(见附表),报有关档案行政管理部门。4.3shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则有关档案行政管理部门组织验收小组,主要抽查以下文件内容:(1)项目建设依据性文件材料;(2)反映项目建设概况的设计文件;(3)原材料构件质保书及试验证明;(4)砼和砌筑砂浆试块报告;(5)隐蔽工程的验收记录;(6)工程设计变更通知书和对应的修改图;(7)工程测量定位记录;(8)各分项(部)工程质量检查评定表;(9)安全质量事故报告及处理意见;(10)引进设备有关文件;(11)设备探伤检测记录;(12)设备安装、调试运行记录;(13)工程质保书、缺陷责任期文件材料;(14)竣工图;(15)项目科研材料;(16)项目监理文件。5、档案分类编号工程实例(如高塘水电站工程)5.1高塘水电站工程科技档案分类编号采用汉语拼音和阿拉伯数字混合编号制。5.2高塘水电站工程的汉语拼音代号为GT。5.3编号形成为:GTX.X.X-X流水号(第X卷案卷)二级类目代号一级类目代号属类代号工程代号如高塘水电站工程大坝填筑施工的档案编号为:GT3.3.3-流水号。5.4高塘水电站工程科技档案分类编号如下表:属类一级类目代号名称代号名称1综合1合同管理2投资管理3工程结算4工程计划、统计5各种简报、大事记6测量7水文、防汛8安全管理9施工设备管理、物资管理10其他2导流洞1土建工程2金属结构3机电设备安装4竣工文件5其他混凝土1上、下游围堰及截流工程1河床截流shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3面板堆石坝及溢洪道2上游围堰施工3下游围堰施工2溢1溢洪道开挖及支护洪道2固结灌浆、帷幕灌浆及混凝土施工3溢洪道闸墩和永久排水工程4闸门和启闭机室5其他3大坝1左、右坝肩和河床基础(趾板)开挖2坝基、趾板帷幕灌浆和固结灌浆3大坝填筑4混凝土面板、混凝土趾板、防浪墙5原型观测6坝顶细部结构7其他4竣工文件4引水发电系统及金属结构1引水建筑物1进水口(引水道、进水塔、交通桥)2引水遂洞3高压管道4其他2厂房及尾水建筑物1厂房基础开挖及固结灌浆2主、副厂房3尾水建筑物4其他3机电1水轮发电机组2压力容器3油、气、水、暖、消防系统4其他辅助系统5其他44金属结构金属结构1进水口拦污栅、检修门、事故门及其门机、机油2启闭设备3压力钢管4尾水闸门、尾水门机5其他5竣工文件5监理1监理合同或协议2监理大纲3监理规划4各专业监理实施细则shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则5开工、停工、复工令6质量、进度、投资控制文件7其他监理文件6施工1施工技术措施及实施细则2施工进度及场地布置3施工供电4施工通讯5竣工文件6其他7科研试验1建材试验2其他附表:建设项目(工程)档案验收申请单。建设项目(工程)档案验收申请单项目(工程)名称申请验收单位申请验收时间竣工验收时间(含预计)联系人电话申请验收单位意见(盖章)年月日主管单位审查意见(盖章)年月日组织验收单位意见(盖章)年月日验收时间验收地点shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则提供审定的主要材料附:1、档案目录清单;2、档案收集与整理汇报;3、竣工图编制情况汇报;4、申请验收单位对立卷质量自查意见;5、组织管理部分的见证材料。注:申请单一式四份,申请单位一份,主管单位一份,组织验收单位二份。十二工程竣工文件编制及档案整理实施细则1总则1.1为了统一宁远河北干渠改造加固工程竣工文件编制及档案的整理,制定本实施细则。1.2主题内容及适用范围本细则规定了宁远河北干渠改造加固工程竣工文件编制及档案的整理的要求,适用于宁远河北干渠改造加固工程的竣工文件编制、工程项目档案整理及竣工验收。1.3根据及引用文件(1)国家计委、国家档案局(图档联发[1988]4号)《基本建设项目档案资料管理暂行规定》(2)国家标准GB/T11822—2000《科学技术档案案卷构成的一般要求》(3)国家标准GB/T50328—2001《建设工程文件归档整理规范》(4)《水利水电建设工程验收规程》(SL223-2008)(5)水利部水建(1998)275号《水利工程建设项目报建管理办法》(6)国家档案局国档发[1992]8号《建设项目(工程)档案验收办法》1.4责任金华宇工程监理有限公司金华宇工程监理部受发包人委托负责组织竣工文件的编制,进行档案的整理;督促、检查、审核各承包人合同规定的工程项目竣工文件的编制和工程档案的整理;负责监理部监理的工程项目监理竣工文件编制及档案整理。1.5宁远河北干渠改造加固工程文件的收集、积累、竣工文件的编制及工程档案的整理与工程项目建设和竣工验收同步进行。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则2工程文件的收集与积累2.1宁远河北干渠改造加固工程各阶段文件的形成与各方责任宁远河北干渠改造加固工程前期及征地移民文件,由金华宇工程管理处负责收集、积累。工程建设过程中形成的文件,根据监理合同书,由监理部代发包人进行收集、积累和管理。各合同项目在施工、安装、调试阶段形成的文件,由合同项目承包人负责收集、积累、整理,送监理部进行审查。2.2宁远河北干渠改造加固工程文件收集范围对与工程有关的重要活动、记载工程建设主要过程和现状、具有保存价值的各种载体的文件,都应收集齐全,整理后立卷归档。水利工程文件材料收集范围参照附件。(1)工程前期准备阶段可行性研究,计划任务书,勘测、设计文件,工程管理文件;(2)工程建设施工阶段工程土建、安装、调试阶段的施工技术文件、施工管理文件、工艺、设备、施工图及变更通知单、隐蔽工程验收记录、实验、检验材料等文件材料;(3)工程试生产及验收阶段生产技术准备,试生产,竣工验收等文件材料;(4)工程建设监理监理记录、施工质量控制、投资控制、进度控制、合同管理、信息管理等文件材料。2.3文件收集责任者文件形成单位或接收外来文件的单位是文件收集与积累的当然责任者。2.4收集时间各类文件必须按施工中文件形成的先后顺序及时收集。2.5文件质量要求(1)文件字迹清楚,图样清晰,图表整洁,装订整齐、签字手续完备;(2)文件材质优良,不得使用红色墨水、圆珠笔、复写纸、铅笔等易褪色的书写材料书写、绘制(包括拟写、修改、补充、注释或签名)。(3)所有文件建议统一采用A4纸幅或折叠成A4纸幅大小。2.6金华宇工程监理有限公司金华宇工程监理部负责监督工程建设中文件的收集、积累,并保证其完整性。2.7金华宇工程监理有限公司金华宇工程shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则监理部负责对承包人文件形成、收集中的问题进行业务指导。3竣工文件的编制与工程文件归档3.1竣工文件的编制必须符合如下要求:(1)竣工文件的编制按《水利水电建设工程验收规程》(SL223-2008)附录G的要求,由各有关单位负责。各承包人应根据工程施工阶段收集文件的范围,按施工管理、开工竣工、材质与产品检验、施工实验、施工记录、检查验收、质量评定、消防、环保、机电安装、施工日记等内容排列;设计变更可与竣工图编在一起;(2)设备、技术、工艺、专利文件,按开箱验收、登记立卷、现场使用及安装调试阶段形成的非标准竣工图、设计变更、使用维护中形成的文件及事故处理、商检与索赔文件等,由承包人立卷。3.2竣工图的编制竣工图是工程的实际反映,是×××工程建成后进行投产、维护、保养必不可少的凭证和依据,必须做到图物相符。3.3竣工图的编制形式与深度(1)凡按图施工,没有改动的,可利用原施工图,加盖竣工图章作为竣工图;(2)凡在施工中,虽有一般性设计变更,但能在原施工图上修改、补充的,可由承包人在原施工图(必须是新蓝图)上注明修改部分、修改依据和施工说明后,加盖竣工图章作为竣工图;(3)凡结构形式、工艺、平面布置、项目等重大变更,或变更部分超过图面1/3的,必须重新绘制竣工图;(4)重复的标准图、通用图可不编入竣工图中,但必须在目录中列出图号,指明该图所在位置并在编制说明中注明;(5)不同幅面的工程图应按《技术制图复制图的折叠方法》(GB/10609.3—89)统一折叠成A4幅面(297mm×210mm),图标栏露在外面,并按项目的单位工程、专业立卷;(6)竣工图章的基本内容应包括:“竣工图”字样、施工单位、编制人、审核人、技术负责人、编制日期、监理单位、现场监理、总监,图章尺寸为50mm×80mm。示例如下:80shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则15宁远北干渠工程竣工图施工单位5×7=35编制人审核人50技术负责人编制日期监理单位总监现场监理20202020(7)竣工图章应使用不易褪色的红印泥,应盖在图标栏上方空白处。3.4竣工图编制更改办法(1)利用施工图修改,必须注明修改依据(变更通知单);(2)线条一般是杠(划)改;(3)局部可以圈出更改部位,在原图空白地重新绘制;(4)文字说明变更后图样上各种引出说明应与标题栏平行,引出线不交叉;(5)应编制竣工图总说明,叙述竣工图编制原则、各专业目录及编制情况;(6)对每册有修改的竣工图,应编制分册说明,包括修改内容、原因及提出单位。3.5竣工图的检验程序与要求承包人竣工图一旦编制完成,应随竣工资料一起送交监理部进行审查,发现不准确或短缺时应退回承包人及时进行修改和补齐。(1)竣工图按单位工程编制,并有详细编制说明和目录;(2)竣工图必须为新图,并逐张加盖竣工图章,有变更的图必须有编制者和承包人技术负责人签字;(3)一张变更通知单涉及多图的,如果两张图不在同一册的,必须有复印件,或在备考表中说明。3.6套数竣工资料套数按合同条款规定执行,一般为5套蓝晒图。3.7工程文件的立卷归档应符合如下要求:(1)发包人形成的有关工程的前期文件、设备技术文件,在任务完成以后,应根据文件的情况、内容,分别按年度、项目的单位工程立卷,是否向监理部档案资料室移交,由发包人自行决定。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(2)施工技术文件应按单位工程的施工管理、开工竣工、洽商变更、材质与产品检验、施工实验报告、施工记录、检查验收记录、质量评定、设备电器安装、施工日记等内容立卷。竣工图编制完成后由各承包人一并向监理部归档。(3)归档文件必须完整、准确、系统、可靠,能够反映工程建设活动的全过程,文件材质符合2.5条的要求,并经监理部审查,报发包人同意,办理交接手续。根据本工程特点,归档可分阶段或分期进行,也可以一次归档,单位工程竣工后,应立即归档。归档文件必须经过分类整理,并应组成符合要求的案卷;归档文件应有归档说明,对文件材料的完整性提出评价意见,可暂不装订,但必须用档案盒装好。3.8归档审查承包人在竣工文件收集、立卷后,应首先送监理部进行审查,监理部审查完毕并经发包人确认后,再向监理部办理移交,进行整理归档。3.9归档文件的完整、准确要求(1)完整指能记叙和反映宁远北干渠工程的提出、调研、可行性研究、评估、决策、计划、勘测、设计、施工、设备安装、调试、竣工试生产及竣工验收的全过程;(2)准确指真实记叙和准确反映建设过程和竣工时的实际情况,图物相符、技术数据可靠、签字手续完备、文件符合档案管理要求。4工程档案的立卷4.1×××工程管理处责任(1)负责组织、协调监督和指导工程竣工档案的整理、验收。(2)负责制定工程档案分类编号体系(大纲),提供档案库房、装备及有关设备。4.2监理部的责任(1)按照监理合同书,受发包人委托负责×××工程档案管理,工程竣工验收前3个月向发包人移交;(2)根据×××工程管理处制定的工程档案分类编号体系(大纲)或监理部制定并征得发包人同意的工程档案分类编号体系进行工程档案整理;(3)负责×××工程施工过程中形成的工程文件的收集、积累、监督和指导;(4)负责×××工程竣工资料审查。4.3工程档案整理立卷要求如下:(1)立卷要遵循×××工程shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则文件的形成规律,保持卷内文件的有机联系,便于档案的保管和利用;(2)工程技术文件按单位工程、阶段、结构、专业、设备等组卷;管理性文件按项目、年度、问题立卷;(3)案卷不宜过厚,一般不超过40mm;卷内没有重份文件,不同载体的文件一般应分别组卷。4.4立卷可采用如下方法:(1)工程文件可按建设程序划分为工程准备阶段的文件、监理文件、施工文件、竣工图、竣工验收文件5部分;(2)工程准备阶段文件可按建设程序、专业、形成单位等组卷;(3)监理文件可按单位工程、分部工程、专业、阶段等组卷;(4)施工文件可按单位工程、分部工程、专业、阶段等组卷;(5)竣工图可按单位工程、专业等组卷;(6)竣工验收文件按单位工程、专业等组卷。4.5卷内文件的排列要求(l)管理性文件按问题、时间、或重要程度排列。同一事项的请示与批复同一文件的印本与定稿、主件与附件不能分开,并按批复在前、请示在后,印本在前、定稿在后,主件在前、附件在后的顺序排列;(2)工程技术文件按管理、依据、施工安装记录、检测实验、评定、凭证等排列;(3)设备按依据性材料、设备开箱验收、设备安装调整、设备运行维修和随机图样等排列;(4)卷内文件一般文字在前,图样在后。4.6案卷编目要求如下:(l)编写案卷页号卷内文件均按有书写内容的页面编写页号,每卷单独编号,页号从“1”开始。页号编写位置:单面书写文件在右下角;双面书写文件,正面在右下角,反面在左下角;图纸的页号编写在右下角。成套图纸或印刷成册的科技文件材料,自成一卷的,原目录可代替卷内目录,不必重新编写页码。案卷封面、卷内目录、卷内备考表不编写页号。(2)案卷封面和脊背shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则案卷封面可采用案卷外封面和案卷内封面两种形式;案卷题名应简明准确揭示卷内文件的内容,案卷题名的主要内容包括:档号、档案馆代号、案卷题名、编制单位、起止日期、密级、保管期限、共几卷、第几卷;档案馆代号由档案保管单位填写。项目名称与批准的原立项、设计(包括代号)应相符;编制单位填写卷内文件形成单位或主要责任者;起止日期填写卷内文件形成的起止时间;保管期限填写划定的保管期限;密级依据保密规定填写;档号填写档案的分类号、工程代号和案卷号;案卷脊背填写案卷题名和档号。(3)卷内目录顺序号用阿拉伯数字从1依次标注;文件标题(题名)填写文件标题全称;文件编号填写工程文件原有的文号或图样图号;责任者填写文件的直接形成部门或主要责任者。有多个责任者时,选择两个主要责任者,其余用“等”代替。日期填写文件形成的日期;页次填写文件在卷内所排的起始页号。最后一份文件填写起止页号。(4)卷内备考表卷内备考表主要标明卷内文件的件数、各类文件页数以及在组卷和使用过程中需要说明的问题;卷内备考表排列在文件尾页之后。4.7案卷装订要求(1)案卷可采用装订与不装订两种形式。文字材料必须装订。既有文字材料,又有图纸的案卷应装订。装订应采用线绳三孔左侧装订法,要整齐、牢固,便于保管和利用;(2)案卷内不同尺寸要折叠统一;(3)长期保存的案卷,装订时必须去掉金属物;(4)不装订时,文件要按目录编排次序排列。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4.8卷皮、卷内表格规格及制成材料(l)案卷卷皮一般采用卷盒、卷夹两种,其外表尺寸均为310mm×220mm,用牛皮纸板双裱压制;(2)卷内表格、内封面目录、备考表幅面统一采用A4幅面,用70g以上白书写纸制作;(3)表格制作的字体、字号可以自定,但要统一、清晰端正。5附则5.1本实施细则由肇庆西江水电监理有限公司×××工程监理部负责解释。5.2本实施细则自发布之日起执行。附件:×××工程文件材料归档范围1、可行性研究、任务书(l)项目建议书及批复;(2)可行性研究报告、附件、附图;(3)项目评估;(4)环境预测、调查报告;(5)设计任务书、计划任务书。2、设计基础材料(l)工程地质、水文地质、勘察设计、勘察报告、地质图、勘察记录、化验、试验报告、重要土、岩样及说明,地质素描图。(2)地形、地貌、控制点、控制网、建筑物及重要设备安装测量定位,观测记录。(3)水文、气象、地震等其它设计基础材料。3、设计文件(1)初步设计报告、附件、附图;(2)技术设计报告(含招标设计文件)、附件、附图;(3)施工详图及设计修改通知单;(4)施工技术要求、措施、施工组织设计;(5)设计评价、鉴定及审批;(6)总体规划设计。4、征地移民文件shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(1)征用土地批准文件及红线图,拆迁、补偿协议书;(2)移民规划、搬迁、补偿。5、招投标文件(1)勘察设计招投标文件(2)勘察设计承包合同(3)施工招投标文件(4)施工承包合同(5)工程监理招投标文件(6)监理委托合同6、开工审批文件(1)建设项目列入年度计划的申报文件(2)建设项目列入年度计划的批复文件或年度计划项目表(3)规划审批申报表及报送的文件和图纸(4)建设工程规划许可证及其附件(5)建设工程开工审查表(6)建设工程开工许可证(7)投资许可证、审计证明等(8)工程质量监督手续7、施工文件(1)土建施工文件1)开工报告、工程技术要求、技术交底、图纸会审纪要;2)施工组织设计、施工方案、施工计划、施工技术措施、施工安全措施、施工工艺;3)设计变更、工程更改洽商单、材料代用核定审批;4)原材料及构件出厂证明、质量鉴定报告;5)建筑材料试验报告;6)施工定位测量、地基允许承载力复查报告;7)土、岩试验报告、基础处理、基础工程施工图;8)施工记录、日记、大事记;9)隐蔽工程验收记录;shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则10)原型观测记录、分析报告、事故处理报告;11)分项、分部、单位工程质量检查、评定;12)交工验收记录证明;13)施工总结、技术总结;14)竣工报告、竣工验收报告。(2)设备及管线安装施工文件1)开工报告、工程技术要求;2)施工组织设计、施工方案施工计划、技术措施;3)设计变更、工程更改洽商单、材料、零部件、设备代用审批;4)焊接试验记录、报告、施工检验、探伤记录;5)隐蔽工程检查验收记录;6)强度、密闭性试验报告;7)设备调试记录;8)施工安装记录、安装质量检查、评定、事故处理报告;9)系统调试、试验记录;10)管线清洗、通水、消毒记录;11)管线标高、坡度测量记录;12)中间交工验收记录证明、工程质量评定;13)竣工报告、竣工验收报告。(3)电气、仪表安装施工文件1)开工报告、工程技术要求;2)施工组织设计、施工计划、技术措施;3)设计变更、工程更改洽商单、材料、零部件、设备代用审批;4)调试、整定记录;5)性能测试和校核;6)施工安装记录、质量检测评定、事故处理报告;7)操作、联动试验;8)电气安装交接记录;9)中间交工验收记录、工程质量评定;10)竣工报告、竣工验收报告。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则8、监理文件(l)开工令、停工令、复工令、工程大事记、简报;(2)施工组织设计、施工方案、施工措施及施工计划批复;(3)合同管理、进度控制、质量控制、投资控制等文件、记录、报表等材料;(4)施工设备管理、材料物资管理;(5)水文、防汛及安全管理;(6)监理值班日记,各类质量记录;(7)监理报告、监理竣工验收报告。9、竣工文件(1)项目竣工验收申请、批复及竣工验收会议文件材料;(2)全部竣工图;(3)项目质量评审材料;(4)竣工现场声像材料;(5)竣工验收委员会(小组)会议纪录;(6)竣工验收鉴定书;(7)竣工财务决算、审计结论;10、设备材料(1)规程、路线、试验、技术总结;(2)产品检验、包装、工装图、检测记录;(3)设备、材料出厂合格证;(4)设备、材料装箱单、开箱记录、工具单、备品备件单;(5)设备的图纸、说明书;(6)设备测绘、验收记录;(7)设备安装调试、测定数据、性能鉴定。11、财务、器材管理(1)年度财务计划;(2)工程概算、预算、决算;(3)固定资产清单及交接凭证;(4)主要消耗材料与器材移交清单。12、科研试验shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(1)开题报告、任务书、批准书;(2)协议书、委托书、合同;(3)实验记录、图表等;(4)科研报告、技术鉴定。十三机电安装工程监理实施细则1总则为了很好的完成宁远北干渠二期机电安装工程施工监理服务工作,按照《监理规划》的原则要求结合本工程的特点和专业特点,尽量做到详细具体、具有针对性和可操作性,特编写本《监理实施细则》。1.1.编写的依据。(1)宁远北干渠二期站的监理合同。(2)宁远北干渠二期的设计施工图纸、设备制造厂的设备图纸、技术说明书。(3)国标《水轮发电机组安装技术规范》(GB8564-88)、《电气装置安装工程施工及验收规范》(GBJ232-82)等及部颁有关规程、规范。(4)《水利水电建设工程验收规程》(SL223-1999)等。1.2.适用范围。本《实施细则》只适用于宁远北干渠二期工程机电安装工程《监理合同》规定的范围内的机电安装设计图纸所示的:水轮机、水轮发电机、水力机械辅助设备、电气一次、电气二次、桥式起重机(门式)、升压变电工程等机电设备的安装调试、啓动试运转等工作。2职责2.1.金华宇工程监理有限公司金华宇工程监理部受发包人委托负责发包人委托负责宁远北干渠二期工程机电安装工程的施工监理工作。2.2.承包人应按合同规定的范围内容如期完成所承担的工作。2.3.承包人应按施工图纸的规定完成其设备安装工作。2.4.承包人应维护好应安装的机电设备,如因承包人的责任造成损坏应赔偿。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则2.5.若因设备制造缺陷需现场处理或监理工程师根据工程需要需承包人临时增加的处理工作或安装工作承包人应遵照执行。其费用发包人另行支付。3开工审批程序和内容3.1.分部工程开工前承包人应以书面形式申请开工令,经总监理工程师批准下达开工令方能开工。3.2.开工申请报告的内容形式按《水利工程建设项目施工监理规范》(SL288-2003)要求填写。3.3.要报施工组织措施、计划、监理审批、一式三份,批交意见为“同意”“按修改执行”“修改重新交送”“不予批准”四种。3.4.除非承包人按照批复意见为“不予批准”和“重新递交”。则监理按函申请表24小时内开出开工批准令。4工程质量控制的内容、措施和方法4.1.开工前应按施工组织措施,经监理部总监理工程师批准方能施工。4.2.承包人应报特殊工种施工人员的资质证和岗位证书。4.3.施工中所用工器具、量测仪器仪表应有法定权威机构校验率定鉴定书。且应在有效期内,将这些有效证件报监理部审查。4.4.承包人应按工程设计施工图纸、国家和部颁有关的技术规程规范施工,並对工程质量负全责。4.5.监理工程师对施工阶段的监理一般采取巡视监理。主要单元工程或工序采取旁站监理,並进行抽检。4.6.完成的工序或单元工程在承包人自检(三检制)合格报监理工程师检查合格签发“合格证”方允许进行下道工序或单元工程施工。4.7.“合格证”要写明分部工程、单元工程编号、名称、数量、安装部位、画出简图,有公差要求的要写明设计值、允许值、实测值。检测人员要签名。最后监理工程师签名。4.8.按水利部颁发的《水利水电工程施工质量评定表》填表进行质量评定。4.9.本工程根据《验收规程》和《质评表》初列了分部工程和单元工程质评划分表。待图纸到齐后,适时进行修改完善。此划分表仅供参考。承包人可根据实际情况自行列出分部工程和单元工程划分表报监理部审查批准后实行。4.10.根据设计施工图纸並依据土建施工的坐标点测出机组安装的中心、高程座标点,找好机组基础埋件的中心、标高、水平。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4.11.设备到达施工现场后,要进开箱检验。1)资料检查:要有工厂合格证、材质合格证和化验单、无损检测报告等。2)外形检查:检查有无损伤,外形尺寸是否符合图纸要求,有无变形等。4.12.设备安装时要先进行清扫。擦洗干净,尤其组合面要无毛刺、无锈斑或污物,还要检查平面度。4.13.安装的技术标准依据设计图纸和《水轮发电机组安装技术规范》GB8564-88及部、行业颁发的相关的规程规范。以及《合同》中规定的特殊要求。5完工验收5.1.机电安装工作分部工程完工后,承包人应按照《水利水电建设工程验收规范》SL223-2008要求申请分部工程验收工作。5.2.分部工程验收应在单元工程全部完成并合格后进行。5.3.承包人应在申请分部工程验收同时提供下列备案备查资料:单元工程质量评定表。分部工程质量评定表。相关的机械、电气试验报告,检测记录(或合格证)。分部工程施工报告。5.4.验收组的组成。1)依据《验收规程》规定验收由发包人(业主)或监理人主特。成员包括:发包人、监理、设计、施工、质量监督站、运行管理等单位技术人员组成。每单位2~3人。2)验收合格后签发《分部工程验收签证》。一式四份,暂存发包人处。供机组啓动验收和单位工程验收时审查。6进度控制6.1.承包人应根据工程总进度计划及工程实际进展情况编详细的月计划和周施工进度计划。监理人应根据施工单位的进度情况进行总的协调和控制,並对照检查工程实际进度情况是否与计划一致。当实际施工速度滞后于进度计划时,及时分析滞后原因,督促施工单位加大施工投入或强度进行纠偏、改进,从而达到控制整个工程工期的目标。7计量与支付7.1.设计施工图纸计算重量单价的〈工程量清单〉应以千克(kg)或吨(t)为单位,进行计量支付。7.2.设计图纸按长度计量的〈工程量清单〉应以米(m)为单位进行计量和支付。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则7.3.设计施工图纸以台(套)和〈工程量清单〉所列项目的单价以台(套)为单位计量和支付。7.4.承包人所报的〈工程量清单〉经监理审核,总监理工程师批准后报发包人审查、支付。7.5.上述〈工程量清单〉报列项目的单价应已计入全部机电设备安装工程的消耗性材料和装置性材料及二次运输、安装、检验、清洗、防腐、维护、验收等所需的全部人工、材料和辅助设施等的一切费用。8其它8.1.在安装施工过程中发现设备制造的缺陷造成反工或需现场处理的经监理认可並经总监理工程师签字的可以按合同计量单价另计量支付。8.2.承包人应文明施工,如监理工程师发现不文明施工或施工工艺粗犷有碍工程质量的保证时,指出纠正或改进时,承包人应无条件服从,不得抗拒执行,且不能得到相应补偿。十四水泥灌浆工程施工监理实施细则1、总则1.1本细则根据工程承建合同文件(以下简称“合同”或“合同文件”)、SL62-94《水工建筑物水泥灌浆施工技术规范》以及有关工程施工技术和工程验收规程规范编制。1.2本细则适用于水工建筑物岩基固结灌浆、帷幕灌浆,水工隧洞灌浆以及主体工程水泥灌浆工程项目。2、开工许可证的申请程序2.1工程承建单位应在灌浆工程实施的28天以前,根据设计文件和合同技术规范要求,选择与灌浆实施工程项目岩层以及施工条件相似的地区或部位完成灌浆试验。灌浆试验地区或部位、试验大纲均应事先报监理单位批准。2.2灌浆试验结束后,承建单位应及时整理试验成果报告报送监理单位审批。其内容应包括:(1)作业工序、方法与采用的设备。(2)材料及品质、浆材的可灌性、浆液配比及开灌水灰比。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(3)根据各类岩性地质构造及渗透性等确定的随孔深而增加的灌浆压力等有关建议。2.3承建单位应在灌浆作业开工的21天以前,根据灌浆试验成果和监理单位的审批意见与技术规范要求,结合现场施工条件,编制灌浆工程施工方案报送监理单位批准。其内容应包括:(1)工程概况(包括灌浆工程部位、施工钻孔分序与编号等)。(2)灌浆工序、工艺和压力。(3)灌浆材料及其品质。(4)施工进度计划。(5)机械设备配置与劳动力组织。(6)质量控制措施。(7)灌浆计量设备与灌入量控制方法。(8)作业原始记录资料收集与整理。(9)施工安全与环境保护措施。2.4承建单位必须按合同要求组织施工设备进场。运至施工现场用于灌浆作业的各种机械设备、仪器仪表、计量观测装置和其他辅助设备,必须经过检查、率定、安装调试并经监理工程师认证合格,方可使用。2.5承建单位必须做好各种灌浆材料的检测和浆材的配比试验工作,并于灌浆作业开始前将试验成果报送监理单位批准。2.6上述报送文件一式一份,连同施工组织设计(方案)报审表(A2)一式两份,经承建单位项目经理(或其授权代表)签署并加盖公章后递交,监理单位14天完成审阅并返回报审表一份,审签意见包括“照此执行”、“按意见修改后执行”、及“修改后重新报送”三种。2.7除非承建单位接到的开工准备文件报审单审签意见为“修改后重新报送”,否则承建单位可即进行该单项工程施工。2.8监理工程师对施工所进行的任何对照、检查、检验和批准,并不意味着可以减轻承建单位所应负的合同责任。2.9shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则如果承建单位未能按期向监理单位报送开工申请所必须的材料样品、文件和资料,因而造成的施工工期延误和其他损失,均由承建单位承担全部合同责任。若承建单位在限期内未收到监理单位退回的审签意见表或批复文件,可视为已报经审阅。3、施工过程监理3.1承建单位必须按设计要求按序次施放孔位,并在实地注明各孔序号与孔号。承建单位应凭证开钻,即在钻孔8小时前,由承建单位技术人员签发“钻孔生产任务通知单”,并及时通知监理工程师。钻孔应按设计序次进行,未经设计修改或监理工程师的同意,承建单位不得随意改变钻孔序次。3.2钻孔作业中,承建单位应对孔斜、孔深及时进行检查,保证钻孔质量,并认真填写钻孔班报。各孔终孔前4小时,承建单位应通知监理工程师参加终孔检查。检查时必须有钻孔原始记录,对于取芯钻孔(先导孔、检查孔),承建单位还应及时填写“岩芯相关表”,并出示保存完整的岩芯。钻孔结束后,承建单位应及时将钻孔冲洗干净,并做好孔口保护直至灌浆完成。3.3对于取芯钻孔,承建单位必须将取出的岩芯统一编号、妥善保存,对于软弱与破碎带岩芯,还必须用石蜡封存,待竣工验收时移交给业主。3.4承建单位必须对基础岩基灌浆安设抬动监测装置,对水工隧洞安设变形监测装置,并派专人与灌浆作业进行同步观测和做好记录。3.5灌浆前,承建单位必须按技术规范要求。先做钻孔冲洗及压水试验。压水试验应包括所有检查孔,其他孔、段由监理工程师指定,各检查孔的压水试验工作要有监理工程师在场时进行。压水试验应保证栓塞位置准确,孔口、管道及接头等处不得有任何漏水现象,否则应暂停本段压水试验,将设备整修合格后再继续进行。钻孔冲洗与压水试验过程中,承建单位应认真做好钻孔冲洗与压水试验记录,并在作业结束后,及时向监理单位报送作业记录成果。3.6承建单位应凭证开灌,即在灌浆前8小时由承建单位技术员签发灌浆任务书,并及时通知监理工程师,施工作业人员应根据灌浆任务书进行灌浆作业。3.7灌浆段长和压力必须符合设计要求与规范规定,不允许超长、超压或欠压。孔口压力表必须有专人看管并认真填写“灌浆孔口压力记录表”。若发现压力记录与实际压力不符合,施工作业人员应及时检查分析原因,进行调整,并在记录上注明。对于违章操作或经发现弄虚作假者,监理工程师将作违规处理,情节特别严重的孔段必须重扫重灌。3.8shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则各孔段的灌浆必须连续进行。开灌前必须根据压水试验成果备足灌浆材料。若因故中断必须按规定要求进行处理,并如实记录中断灌浆的时间、原因、处理措施、处理效果以及对灌浆质量的影响程度等情况。3.9浆液变换和结束标准必须符合设计文件和技术规范要求。各孔段灌浆结束前,应报请监理工程师检查确认,每段灌浆结束后,要及时整理灌浆记录成果,并按各孔、段将记录表格分别装订成册。3.10灌浆结束后必须采用“机械压浆封孔法”封孔,并有闭浆措施。封孔作业中,应认真记录封孔情况。凡封孔不密实或发现有涌水处,监理工程师有权指令返工扫孔,重灌重封。3.11承建单位必须每月对灌浆材料的质量进行检验,包括水泥标号、细度和灌浆中所采用的砂及外加剂,并应及时将检验情况提交监理单位审核。3.12在钻孔与灌浆作业过程中,承建单位必须认真做好原始记录。原始记录资料应真实、齐全、清晰、准确,严禁重抄或擦改,其内容应包括:钻孔、冲洗、压水、灌浆以及必要的取岩芯和观测记录。监理工程师可对原始记录随时进行检查。3.13承建单位必须严格按设计文件和技术规范规定,按报经批准的灌浆工程施工方案进行灌浆工程的施工。若有违反现象,监理工程师可发出违规警告通知,情节严重者,将指令其停工整顿或返工处理,因此造成的损失由承建单位承担合同责任。3.14灌浆施工中,承建单位可根据施工的实际情况,按合同要求或规范规定的数量布置检查孔(其位置由设计或监理工程师发出通知指定),对已灌区域分块进行质量检查,检查方法须报经监理单位批准。承建单位必须向监理单位提交灌浆工程原始记录成果一览表、地质柱状图、岩芯相关表等资料,以便于检查孔的布设。检查孔的施工必须有监理工程师在场,按监理单位同意的时间进行,无正当理由不得提前或推迟施工。3.15灌浆工程施工期间,承建单位应于次月5日前,向监理单位报送当月的钻孔与灌浆工程施工资料,其内容应包括:(1)灌浆成果平面图、剖面图或展视图。(2)钻孔孔斜情况及孔斜投影图。(3)取岩芯钻孔的柱状图。(4)灌浆孔透水率及单位注灰量频率曲线和频率累计曲线图。(5)帷幕灌浆工程检查孔压水试验成果一览表。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(6)灌浆材料及制浆质量检验成果表。(7)单元工程质量检验统计表。(8)灌浆工程实施进度。(9)作业过程中的违规记录。(10)质量与安全事故及其处理记录。(11)工程照片。(12)其他必须报告的情况。4、质量控制4.1同一地段的基岩灌浆应按先固结后帷幕的顺序进行。坝基固结灌浆应在趾板或坝基覆盖混凝土浇筑14天后或其强度达到设计强度的75%以后进行。趾板或坝基下面的帷幕灌浆应在固结灌浆完成至少7天后才能进行。4.2隧洞回填灌浆应在衬砌混凝土达到70%设计强度后尽早进行。灌浆宜分为两个序次按分序加密的原则进行,各序次灌浆的间隙时间不得小于48小时。水工隧洞洞内的固结灌浆应在回填灌浆完成7天后进行。4.3帷幕灌浆孔钻孔孔位偏差不得大于10cm,孔壁应平直完整。当孔深小于或等于60m时,其孔位偏差不得大于1.5%,孔深大于60m时,其孔位偏差不得大于2.0%。施工中应注意进行孔向测量,测斜宜在钻进5~10m量测一次,发现孔位偏斜误差超过了误差限值,施工单位应及时予以校正或重新钻孔。终孔段必须报请监理工程师参加进行测斜与方位角测定,并做好记录。4.4钻孔遇有洞穴、塌孔或掉块难以钻进时,可先进行灌浆待凝处理后继续钻进。如发现集中漏水,应查明漏水部位、漏水量和漏水原因,经处理后再行钻进。4.5除指定情况外,所有的钻孔完成后,应立即用不大于灌浆压力80%,也不大于1MPa的压力水或采用风水轮换法进行裂隙冲洗,直到冲洗的回水清净时止。在岩溶、断层、大裂隙等地质条件复杂地区,帷幕灌浆孔(段)是否需要进行裂隙冲洗以及冲洗方法,应通过现场灌浆试验或由设计确定。4.6压水试验应分段进行,除监理工程师指定的情况外,每段试验段的长度不超过5m。压水试验的总压力值一般采用1MPa。对于基岩帷幕灌浆,当灌浆压力小于1MPa时,宜为0.3MPa;灌浆压力小于0.3MPa时,采用灌浆压力。4.7灌浆泵性能应与浆液类型、浓度相适应。容许工作压力应大于最大灌浆压力的shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则1.5倍,并应有足够的排浆量和稳定的工作性能。灌浆管路力求短、直,确保浆液流动畅通,并能承受1.5倍的最大灌浆压力。4.8承建单位在现场应有足够数量的已校准的流量计、压力计和抬动观测的千分表等测量计,避免灌浆作业因缺乏测量计而受阻。压力计的精度应为±3%,使用压力宜在压力表最大标值的1/4~3/4之间。各种测量计要求加强维护保养,定期校正。不合格的和已损坏的压力表与千分表严禁使用。压力表与管路之间应设有隔浆装置。4.9灌浆塞应和采用的灌浆方式、方法、灌浆压力及灌浆地质条件相适应。胶塞(球)应具有良好的膨胀性和耐压性能,在最大灌浆压力下能可靠地封闭灌浆孔段,并且易于安装和卸除。4.10灌浆工程所采用的水泥品种,一般情况下应采用普通硅酸盐或硅酸盐大坝水泥,其品质应符合下列要求:(1)回填灌浆所用的水泥标号不应低于325号。(2)帷幕和固结灌浆所用的水泥标号不应低于425号。对于坝基帷幕灌浆,当可灌性较差时,应通过灌浆试验研究采用磨细水泥。(3)接触灌浆所用的水泥标号不应低于525号。(4)所有灌浆用水泥必须符合质量标准,不得使用受潮结块或过期的水泥。采用磨细水泥时,应严格防潮和缩短存放时间。4.11水泥灌浆一般使用纯水泥浆液,如需掺入其他掺合物或外加剂时,必须事先报经监理工程师批准。4.12对于帷幕灌浆、固结灌浆、接触灌浆,应采用孔内循环式灌浆方法,射浆管距孔底不得大于50cm。4.13基岩灌浆段长宜采用5~6m,特殊情况下可适当调整,但不得超过10m。4.14隧洞顶拱回填灌浆,应采用填压法分区段进行。每区段长度不宜大于50m,区段端部必须封堵严密。施工时应自较低的一端开始,向较高的一端推进。4.15灌浆压力应符合设计要求,并通过灌浆试验确定。只要不会引起混凝土或岩体变形超过设计允许值,应尽可能作用较高的灌浆压力。4.16帷幕灌浆浆液的浓度应由稀到浓,逐级变换。帷幕灌浆浆液变换原则为:(1)当某一比级浆液的注入量已达300L以上或灌浆时间已达1hshouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则而灌浆压力和注入率均无改变或改变不显著时,应改浓一级。(2)当注入率大于30L/min时,可根据具体情况逐级变浓。固结灌浆浆液变换可参照上述规定,根据工程具体情况确定。4.17灌浆过程中,灌浆压力或注入率突然改变较大,或当采用最大浓度浆液灌浆吸浆量很大而不见减少时,应立即查明原因,采取相应的措施处理。4.18各类灌浆结束标准:(1)帷幕灌浆采用自上而下分级灌浆法时,在规定压力下,灌浆段的注入率不大于0.4L/min时,继续灌浆60min;或其注入率不大于1L/min时,继续灌注90min。采用自下而上分段灌浆法时,继续灌浆时间相应地减少为30min和60min。(2)固结灌浆在规定的压力下,注入率不大于0.4L/min时,继续灌注30min。(3)回填灌浆和接触灌浆在规定的压力下,灌浆孔停止吸浆,延续灌注5min。4.19灌浆过程中,发现冒浆、漏浆、串浆、涌水等情况,应及时向监理工程师报告,并提出处理措施报监理工程师批准后实施。4.20灌浆作业必须连续进行,若因故中断,可按照下述原则进行处理:(1)应及早恢复灌浆,否则应立即冲洗钻孔,而后恢复灌浆。若无法冲洗或冲洗无效,则应先进行扫孔,而后恢复灌浆。(2)恢复灌浆时,应使用开灌比级的水泥浆液继续灌注,如注入率与中断前的相近,即可改用中断前比级的水泥浆继续灌注;如注入率较中断前的减少较多,则浆液应逐级加浓继续灌注。(3)恢复灌浆后,如注入率较中断前减少较多,且在短时间内停止吸浆,应采取补救措施处理。4.21灌浆段注入量大,灌浆难以结束时,可选用下列措施处理:(1)低压、浓浆、限流、限量、间歇灌浆。(2)浆液中掺加适量细砂或速凝剂。(3)灌注稳定浆液或混合浆液。该段经处理后仍应扫孔,重新按照技术要求进行灌浆直至结束。4.22灌浆过程中如回浆变浓,宜换用相同水灰比的新浆进行灌注。若效果不明显,延续灌注30min后,即可停止灌注。4.23帷幕灌浆检查孔应在下述部位布置:(1)岩石破碎、断层、大孔隙等地质条件复杂的部位。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(2)注入量大的孔段附近。(3)钻孔偏斜较大、灌浆情况不正常以及经资料分析认为对帷幕灌浆有影响的部位。4.24帷幕灌浆检查孔压水试验应在该部位灌浆结束14天后,采用自上而下分段卡塞进行压水试验。试验结束后,应按技术要求进行灌浆和封孔。4.25固结灌浆压水试验检查、岩体波速检查、静弹性模量检查,应分别在灌浆结束3~7、14、28天后进行。4.26灌浆作业结束后应排除孔内积水和污物,视情况采用机械或压力灌浆封孔并抹平。5、其他5.1每单元灌浆工程施工结束后,承建单位应依据国家和部门的有关质量检查评定标准进行质量评定,并填报水泥灌浆单元工程质量评定表。5.2帷幕灌浆记录均需及时报经现场当班监理工程师签字认证,才能作为计量依据。非特殊原因,监理工程师不予补签。5.3本细则未列之其他施工技术要求、单元工程划分和验收要求、原材料品质和质量检验标准,按合同技术规范、有关施工技术规程规范和质量评定标准及有关监理文件要求执行。十六土建工程施工质量监理工作规程1、总则1.1为了进一步加强施工质量管理和确保工程质量,根据工程承建合同、《建设工程质量管理条例》(国务院令第279号)、《水利工程质量管理规定》(水利部令第7号)、《水利工程质量事故处理暂行规定》(水利部令第9号)、《水利水电工程施工质量评定规程》(SL176-2007)、其他有关工程建设管理法规文件以及有关施工技术规程规范和技术标准,制定本实施细则。1.2本实施细则适用于受监各土建工程项目。金属结构及机电设备制造与安装工程质量检验和开工签证监理工作规程另行制订。1.3shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则工程施工质量管理以工程承建合同为依据,实行以单元工程为基础、以工序控制为环节,承建单位自控与监理单位监控两级质量控制。2、承建单位的责任2.1承建单位必须认真贯彻“安全生产,质量第一”的方钍,正确认识和处理质量与进度、质量与安全、质量与信誉、质量与效益的关系,做到精心组织、严格管理、按章作业、文明施工。2.2承建单位应按工程承建合同文件规定,建立、健全和逐步完善质量保证体系,其主要内容应包括:(1)健全以承建单位、二级施工单位、施工班组项目负责人为责任人的三级质量管理机构,做到岗位职责明确、严格职守、各负其责。(2)配备相对稳定并与承担施工任务相适应的质量检查队伍,其中专职质检人员应满足现场施工项目质量检验的需要。(3)作业现场每施工班组均应配置专职或兼职质检员,并通过培训逐步提高其资质与素质。(4)健全与完善质量管理工作制度,对质量事故做到“三不放过”(即事故原因不查清不放过,主要事故责任者和职工未受到教育不放过,补救和防范措施不落实不放过),确保质量管理人员有职有权,促使质量管理制度和措施的落实。(5)落实质量奖惩措施。2.3承建单位应按工程建承合同文件及国家、部门施工技术、材料与工程试验、施工测量有关规程规范规定,设立施工测量组,有条件的建立现场试验室。现场试验室及施工测量队(组)至少达到以下要求:(1)试验室或测量队(组)应配置合格仪器、具,其规模应满足承建工程质量管理和质量检测的要求。(2)作业人员具备与所承但工作相适应的素质、资质、业务能力和水平。(3)有完善的组织机构、岗位职责、仪器表具校检等工作制度。2.4如果事实证明承建单位无必需的资质和能力组建其合格的试验与测量机构,或其试验与测量机构无足够能力承担工程施工过程中所必需的试验、检测与测量任务,为确保工程安全,避免质量事故的发生,在经与业主单位和承建单位协商之后,监理单位有权按工程承建合同文件关于试验、测量、紧急补救与承建单位违约等条款有关规定采取补救措施。所发生费用依照合同支付条款有关规定,在通知承建单位后,从业主单位当月应支付承建单位的款项中扣抵。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则2.5所有从事质检工作的人员均需通过培训和考核上岗,达到必需的资质水平,并依照承建合同文件规定取得监理单位的上岗认证。2.6质检员要认真履行职责,以保证工程质量作为自己的行为准则。2.7监理单位按工程承建合同文件规定,要求承建单位撤换那些不能胜任本职工作或行为不端或玩忽职守的质检部门负责人及质检人员时,承建单位应及予以更换。并且未得到监理单位重新认证与批准前,不得再安排其承担受监项目的质检工作。3、施工过程质量控制3.1工程承建单位要正确处理“工程质量与施工进度”的关系,当施工进度与工程质量发生矛盾时应以确保工程质量为前提,做到以安全生产为基础、以工程质量促进度、以施工进度求效益。3.2单项工程开工前,承建单位要认真做好施工准备工作,并在准备工作落实和安排就绪后,报请监理单位检查。检查内容包括:(1)设计或安装图纸、施工技术与作业规程规范、技术检验标准、施工措施计划等技术交底已经进行。(2)主要设备与机具配置、劳动组织与技工配备已经完成。(3)开工所必需的材料、构件、安装设备到位,报经检验合格,并能满足计划进度内连续施工的需要。(4)施工辅助生产设备和施工养护、防护措施就绪。(5)场地平整、交通道路、测量布网及其他临时设施完成。(6)工程管理、施工安全和质量保证措施到位。3.3承建单位应严格遵守国家和部门发布的以及工程承建合同文件规定的施工操作技术规程、规范和施工质量控制标准,按申报批准的施工方案规定的施工工艺、措施、工序作业施工。3.4关键工序操作和重要设备安装工程项目开工前,承建单位应对管理、检验、量测和作业人员进行培训,经考核达到必须的技术等级要求并报经监理单位认可后,方可上岗作业。3.5施工过程中,承建单位应按设计和施工技术规程、规范要求,按SDJ249shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则《水利水电基本建设工程单元工程质量等级评定标准》(一)规定的质量检查、检测和质量等级评定方法,对单元工程及重要施工工序在认真做好施工班组自检、二级施工单位复检、承建单位质检部门终检,并在“三检”合格基础上,报请监理工程师检查和评定质量等级。切实做到上道单元(或工序)质量不合格下道单元(或工序)不开工。3.6对于重要的隐蔽工程,施工完成并经承建单位“三检”合格后报监理工程师,由监理工程师组织业主、设计、地质、施工、质监等有关单位进行联合验收。对于地基基础和水工洞室工程,在隐蔽工程验收之前,承建单位应留出必需的时间,由业主或监理工程师通知施工地质单位及时完成地质编录或地质描述作业。3.7承建单位质量检查、检验及现场测量仪器、具,每季度按期率定和校正。拌和系统计量仪器具除每月一次按期校准外,还应根据其使用情况,不定期地进行专门校准,并同时申报监理单位进行检查核定。3.8在施工过程中,为确保工程建设质量,监理工程师在授权范围内有权按工程承建合同文件规定,作出指示:(1)指示承建单位停止不正当的或可能对工程施工质量及安全造成损害的施工工艺、措施、工序、作业方式,以及其他各种违章作业行为。(2)指示承建单位停止不符合或不符合合同技术规范要求的材料与设备设施的安装和使用,并予以更换。(3)指示承建单位对不合格工程予以补工或返工。(4)禁止工程转包,拒绝施工资质不合格的和违反承建合同文件规定的分包。(5)建议、要求直至指令承建单位对施工质量管理中严重失职、玩忽职守、伪造记录和检测资料,以及造成质量事故的责任人员予以警告、处罚、撤换、直至责令退场。(6)指令多次严重违反作业规程,经指出后仍无明显改进的作业班、组、队应停工整顿、撤换、直至责令退场。(7)指示施工单位对完建工程继续予以养护、维护、照管和进行缺陷修复。(8)工程承建合同文件授予的其他指令权。3.9shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则施工作业期间质量检查记录、材料和设备的检查试验鉴定资料、质量检验签证资料、质量等级评定资料等,是工程验收的重要原始资料,是评价工程施工质量的依据。承建单位应注意做好工程资料的搜集、整理和总结工作,建立和健全技术档案管理制度,指定专人负责汇总归档,合同工程项目完建后按规定汇编整理移交业主单位。4、开工许可程序4.1工程工程开工许可按单位工程、单项工程、单元工程三级进行。4.2单位工程开工许可程序:(1)承建单位应在单位工程开工的28天前,按工程承建合同文件规定,完成施工组织设计,施工组织设计编写基本按照中标的投标书中的施工组织设计进行。(2)上述文件一式两份连同施工组织设计(方案)报审表(A2)一式三份,经承建单位项目经理或授权代表签署并加盖公章后报送,监理单位21天内审阅后返回开工报审表一份原文不退回。(3)审签意见包括“照此执行”、“按意见修改后执行”及“修改后重新报送”等三种。(4)除非接到的施工组织设计(方案)报审表,审签意见为“修改后重新报送”,否则承承建单位可即向监理单位报送单位工程开工报审表(A1)。(5)监理单位收到开工报审表后,认真检查开工条件,适时签署开工报审表。4.3单项工程开工许可程序:(1)承建单位应在单项工程开工的21天前,根据设计文件、有关施工规范、现场情况及施工水平完成本单项工程(如:土石方明挖工程、土石方填筑工程、混凝土工程和砌石工程等)的施工方案(又称施工措施计划)编制。各单项工程的施工方案编写要求按相应的土建工程施工监理细则要求进行。在征得监理工程师同意的情况下,对于施工技术要求比较简单、工程量较少的单项工程开工报审文件可省略。(2)上述文件一式一份连同施工组织设计(方案)报审表(A2)一式两份,经承建单位项目经理或授权代表签署并加盖公章后报送,监理单位14天内审阅后返回开工报审表一份原文不退回。(3)审签意见包括“照此执行”、“按意见修改后执行”、及“修改后重新报送”等三种。(4)除非接到的施工组织设计(方案)报审表,审签意见为“shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则修改后重新报送”,否则承建单位可即进行该单项工程的施工。4.4单元工程开工许可程序:(1)单元工程开工必须在其紧前单元工程已经完成,经自检合格的基础上,填写相应的质量评定表,通知监理人员核定质量等级和签字后,即可进行该单元工程开工。(2)上一单元工程未有进行质量评定,不得进行下一单元工程的开工,否则不予计量未有评定的单元工程工程量。4.5混凝土开仓许可程序:(1)混凝土开仓申请是在混凝土单元工程开工要求的基础上增加的开工许可程序。(2)混凝土单元工程在基础面处理、模板安装、钢筋安装、止水缝处理等工序完成后,承建单位在开仓浇筑前12小时向监理工程师报送混凝土准浇证(A11)一式两份。监理工程师经现场检查,确认具备浇筑条件并签字后,承建单位方可进行混凝土浇筑。5、工程质量检验及质量等级评定5.1施工质量责任坚持“谁施工、谁负责”的原则。施工过程中,施工人员应实行自检、互检、交接班检查制度,对每班出现的质量问题、处理经过及遗留问题应在现场交接班记录或现场调度记录上详细写明,并有值班负责人签署。针对每一质量问题,在现场做出的决定,必须由施工单位主管技术负责人签署。为避免引发合同纠纷,对于隐蔽工程应详细记录施工和质量检查情况,必要时应照相或取原状样品保存。5.2单元工程质量检验的依据是。(1)工程承建合同文件及合同技术规范。(2)经监理部签发的设计文件(包括:施工图纸、设计技术要求、施工变更和设计变更文件)。(3)国家及部颁的现行施工技术规程、规范和工程施工质量检验标准。5.3单元工程(工序)质量检验和评定程序。单元工程(工序)检验由承建单位的专职质检部门进行,报监理工程师检查和质量等级评定。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则必要时,承建单位还应根据工程承建合同有关规定和监理单位的要求,提交竣工地形图、地质测绘、编录(当有此要求时)完成记录,以及必要的摄影、录像、取样和试验报告资料。5.4单元工程(工序)质量检验和质量等级评定,依据SDJ249《水利水电基本建设工程单元工程质量等级评定标准》(一)执行,工程承建合同文件技术规范有特别或更严格要求的,按其要求或规定的标准执行。6、施工质量事故处理6.1由于施工、材料、设备安装等原因造成工程质量不符合规程规范和合同规定的质量标准,影响工程使用寿命和对工程安全运行造成隐患和危害的事件,均为工程施工质量事故。工程施工质量事故按直经济损失的大小,检查、处理事故对工期的影响时间长短和对工程正常使用的影响,分为一般质量事故、较大质量事故、重大质量事故、特大质量事故四类。分类标准详见附录1。6.2施工质量事故分类,事故报告和事故处理执行《水利工程质量事故处理暂行规定》(水利部令第9号)。十七造孔灌注桩基础工程监理实施细则1、总则1.1本细则根据业主单位与工程承建单位签订的工程承建合同文件(以下简称“合同”或“合同文件”)和DBJ15-201-91《建筑地基基础施工及验收规程》、SL52-93《水利水电工程施工测量规范》、SL38-92《水利水电基本建设工程单元工程质量等级评定标准》、SDJ207-82《水工混凝土施工规范》以及其他有关工程施工技术规程规范编制。1.2适用范围为受监工程项目内所有的造孔灌注桩基础工程。2、开工许可证的申请程序2.1承建单位应在造孔灌注桩基础施工前7天,根据设计文件要求及施工条件,完成放样测量工作,并将成果报告报送监理单位审核。必要时,监理工程师将对报送成果进行校测和认证。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则测量成果报告应包括下述内容:(1)施测技术方案要点(施测方法、操作规程、引用技术标准等)(2)施测中间成果,包括与高级控制点联测图、平差计算、精度评定分析、坐标或高程投影换算等。(3)平面和高程控制成果。2.2造孔灌注桩基础工程开工前21天,承建单位应根据合同技术规范、设计文件(包括施工图纸、设计通知、技术要求)及施工规范规程和单元工程质量评定标准,结合现场施工条件和施工水平向监理单位报送造孔灌注桩基础工程施工方案。主要内容应包括:(1)工程概况(包括申报开工部位,施工布置、造孔分序和编号)。(2)施工作业方法(包括造孔和钢筋混凝土工程作业方法)。(3)施工进度计划。(4)施工设备配置与技术工种组织。(5)质量控制与安全措施。(6)作业原始记录资料收集与整理。2.3上述报送文件一式一份,连同施工组织设计(方案)报审表(A2)一式两份,经承建单位项目经理(或其授权代表)签署并加盖公章后递交,监理单位14天完成审阅并返回报审表一份,审签意见包括“照此执行”、“按意见修改后执行”、及“修改后重新报送”三种。2.4除非承建单位接到的开工准备文件报审单审签意见为“修改后重新报送”,否则承建单位可即进行该单项工程施工。2.5监理工程师对施工所进行的任何对照、检查、检验和批准,并不意味着可以减轻承建单位所应负的合同责任。2.6如果承建单位未能按期向监理单位报送开工申请所必须的材料样品、文件和资料,因而造成的施工工期延误和其他损失,均由承建单位承担全部合同责任。若承建单位在限期内未收到监理单位退回的审签意见表或批复文件,可视为已报经审阅。3、施工过程监理3.1承建单位应按照报经批准的施工方案按章作业、文明施工。同时加强技术和质量管理,做好作业过程中的资料记录、收集和整理,并定期向监理单位报送。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则在施工过程中若必须调整、修订施工作业程序、方法与进度计划,,属于对施工方案的实质性变更,均应事先报经监理单位书面同意后方可实施。3.2成孔设备就位后,必须平正、稳固,确保在施工中不发生倾斜、移动。3.3端承桩成孔控制深度必须达到设计要求的深度,并将孔底清理干净,填写好施工记录。3.4每一根(或几根)桩基础钻孔完成后,应立即进行基础(隐蔽)工程验收和单元工程质量评定,填写好基础(隐蔽)工程验收报告和单元工程质量评定表,报监理单位,由监理单位组织验收和质量评定。3.5钢筋笼的制作、搬运及安装应符合规范要求。钢筋笼的直径应符合设计要求,分段制作以5~8米为宜,两段钢筋笼连接时应采用焊接。钢筋笼的制作偏差及保护层偏差应符合规范规定。钢筋笼吊入桩孔后,应检查孔底淤积,确认符合规范规定。3.6检查成孔质量合格后,应尽快浇筑混凝土。灌注水下混凝土时,必须采取一定措施,确保保护层厚度。灌注桩的灌注充盈系数不得少于1,一般土质为1.1,软土为1.2~1.3。3.7灌注桩混凝土所用的粗细骨料应符合规范要求。3.8使用人工孔或旋钻、冲击钻等设备成孔时应符合规范规定要求。3.9承台施工之前必须在完成下列工序后才能进行:  基桩施工中间验收合格;  桩顶疏松混凝土全部凿完,桩顶低于设计标高,需用同级混凝土接长达到一定强度;并将埋入承台的桩顶部分凿毛、洗净;桩顶伸入承台中的钢筋符合设计要求。3.10安放、绑扎承台钢筋前,应清除槽底虚土、杂物;浇灌混凝土前应通知监理到现场予以确认。3.11灌注桩基础工程验收主要检验是否符合设计要求及规范的各项规定。3.12灌注桩基础工程验收时应提交下列资料:  桩位测量放线平面图;  材料检验、试块试压记录;  桩的工艺试验记录;  桩和承台的施工记录和施工记录汇总表;  隐蔽工程验收记录;  设计变更通知书、事故处理记录及有关文件;shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则  桩基竣工平面图。3.13实际的地质资料与设计资料不符,或在施工时对桩身质量和承载力有疑问时,可单独采用荷载试验或其他检验手段进行检查,其数量由设计、施工及监理等有关单位共同研究决定。4、施工质量控制4.1现场施工人员必须加强施工工序管理,严格按规定工序施工.  4.2施工单位必须对工程施工质量负责,实行项目总经理领导下的施工员、专职质检员、技术负责人的技术岗位责任制和质量检查检测的“三检”制(即每一单元工程完成后,进行施工员初检、专职质检员复检、技术负责人终检)。  4.3灌注桩基础工程施工除了要进行成孔基础(蔽)质量验收和单元工程质量评定外,还必须按规定进行桩的承载力检验,经检验合格,方可进行下一工序的施工。5、其他5.1每单元工程施工结束后,承建单位应及时进行单元工程质量检查评定,并经监理工程师核实签字,作为评定相应分部工程质量等级的基础。5.2本细则未列之其他施工技术要求、原材料品质和质量检验标准,按合同技术规范、有关施工技术规程规范和质量评定标准执行。5.3混凝土工程有关要求参照《混凝土监理实施细则》执行。5.4混凝土原材料质量检验认证按《土建工程建筑材料质量监理工作规程》规定执行。5.5已按设计要求完成,报经监理工程师检验合格,按合同规定应予以支付的工程量才予以计量支付。5.6工程质量检验及单元工程开工签证,按有关监理文件规定执行。十八钻孔桩工程监理实施细则1、总则1.1本细则依据发包人与承包人签订的施工承包合同文件(以下简称“合同”或“合同文件”shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则)和《地基与基础工程施工及验收规范》GBJ202-83、《建筑桩基础技术规范》JGJ94-94、《建筑地基处理技术规范》JGJ79-91、《基础工程施工手册》以及其它有关工程施工技术规程规范编制。1.2本细则适用于本工程项目所有施工图纸所示的闸室段、U形槽及交通桥基础的钻孔桩工程。1.3钻孔灌注桩是一项非常重要隐蔽工程,灌注桩工程质量主要取决于施工工艺和施工水平。为确保工程质量,必须采取可靠的方法进行检查。2、职责2.1肇庆西江水电监理有限公司×××监理部受发包人委托负责×××工程所有主体工程项目的钻孔桩工程的施工监理工作。3、开工许可证申请程序3.1钻孔桩工程开工前7天,承包人应根据施工图纸和技术条款有关规定,提交一份包括下列内容的施工方案,报送监理人审批:主要内容应包括:(1)工程概况与施工平面图(包括申报开工部位;机械、水、电、泥浆制备设施等施工布置;造孔分序和编号;采用泥浆护壁成孔时,应标明泥浆制备设施及其循环系统)。(2)施工工艺及作业方法(包括造孔及清孔作业方法;钢筋笼制作与安放;混凝土拌制及灌注作业方法;泥浆护壁灌注桩必须有泥浆处理措施)。(3)施工进度计划和劳动力组织计划。(4)施工设备配置、材料供应计划。(5)质量控制与安全措施(包括特殊天气(如雨天)施工的技术措施)。(6)文明施工与环保措施。(7)作业原始记录资料收集与整理。3.2上述报送文件一式三份,经承包人项目经理(或授权人)签署后递交,监理人审议后限时退回一份,审签意见包括“同意按此执行”、“按修改意见执行”、“修改后重新递交”及“不予批准”四种。3.3除非承包人接到的批复意见为“修改后重新递交”和“不予批准”,则承包人可即时向监理人申请开工许可证,监理人将于接受承包人申请后的24小时内开出相应工程项目的开工许可证或开工批复文件。3.4监理单位对施工所进行的任何对照、检查、检验和审核,并不意味着可以减轻承包人所应负的合同责任。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3.5如果承包人未能按期向监理人报送开工申请所必须的材料样品、文件和资料,因而造成施工工期延误和其它损失,均由承包人承担全部合同责任。若承包人在限期内未收到监理人应退回的审签意见或批复文件,可视为已通过审议。3.6钻孔桩划分,可将工程的钻孔桩工程按作为一个分部工程,也可以把钻孔桩归入到相应部位,单元工程按相邻的5~10孔划分为一个单元工程。3.7钻孔桩的检查项目和质量标准,参照《水利水电工程施工质量评定表填表说明与示例(试行)》造孔灌注桩基础单元工程质量评定表1.16填写。3.8在本单元工程单桩全部合格的前提下,若优良率在70%及其以上,即评为优良;若达不到70%,则为合格。具体评定时参见有关评定标准执行。4、质量控制4.1钻孔灌注桩的质量控制与检验主要包括:成孔及清孔;钢筋笼制作及安装;混凝土拌制及灌注等三个工序过程的质量控制与检验。4.2成孔与清孔4.2.1成孔与清孔质量控制(1)中心位置1)按设计图纸放线,确定桩的位置;2)成孔设备就位后,必须平正、稳固,确保在施工中不发生倾斜、移动;3)护筒的安装应与桩心一致。(2)孔深为准确控制成孔深度,在桩架或桩管上设置控制深度的标尺,以便在施工中进行观测记录,端承桩成孔控制深度必须达到设计要求的深度。(3)垂直度1)钻机安装平整,确保在施工中不发生倾斜;2)对钻机、钻杆接头及水龙环、钻杆与转轴之间的接头逐个检查,保证钻杆顺直不弯曲。(4)孔底沉渣厚度孔底沉渣存留过厚将使桩端承载能力降低,并影响混凝土的浇灌。因此,必须认真做好清孔,将孔底清理干净,填写好施工记录。4.2.2成孔与清孔质量检验shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则根据施工组织,本工程施工将采用湿作业法施工。由于在有地下水的场地施工,采用泥浆护壁防止孔壁坍塌,成孔后孔中充满了泥浆,孔壁形状、垂直度和沉渣厚度等只能用仪器检验。桩径可用专用球形孔径仪测定。孔深可用专用测绳测定,所用的测锺即便在浮力的作用下也应该有足够的重量,以及能够用手感来判断测锤是否抵达孔底。在浇注砼之前,再一次测量至孔底的深度,并与成孔结束后的测定深度值进行比较,以此来确定沉渣处理效果。桩位可用经纬仪、钢尺等测定。垂直度可超深波孔径测定仪等进行测定。4.3钢筋笼制作及安装4.3.1钢筋笼的制作(1)制作前应除锈调直。调直后的主筋中心线与直线的偏差应不大于长度的1%,并不得有局部弯曲。(2)钢筋笼的直径应符合设计要求,分段制作以5~8米为宜,两段钢筋笼接头的连接应采用焊接。分段后的主筋接头互相错开,保证同一截面内接头数目不大于主筋总数的50%,两个接头的间距,应大于50cm。(3)钢筋规格、焊条规格、焊缝长度、焊缝外观和质量必须符合设计要求和施工规范规定。尺寸检查:钢筋笼的主筋间距、箍筋间距、直径、长度等是否符合设计要求和规范规定的允许偏差。4.3.2钢筋笼的安装(1)一般采用吊车安装,应避免碰撞护壁,采取慢起慢落、逐步下放的方法。(2)如果下插遇到困难,不得强行下插,要查明原因。(3)安装后的钢筋笼,拉线和尺量检查其顶面和底面是否符合设计标高,是否符合规范规定的定位标高允许偏差±50mm;尺量检查钢筋笼中心与桩孔中心是否重合,其偏差是否符合规范规定的允许偏差10mm。(4)钢筋笼保护层偏差应符合规范规定。钢筋笼吊入桩孔后,应检查孔底淤积,确认符合设计要求。4.4混凝土拌制及灌注4.4.1原材料(1)混凝土所用水泥、水、骨料、外加剂等原材料应符合设计要求和施工规范的规定。(2)粗骨料可选用卵石或碎石,其最大粒径对于沉管灌注桩不宜大于50mm,并不得大于钢筋间最小净距的1/3。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(3)检查原材料合格证或试验报告。4.4.2配合比灌注桩中混凝土浇灌方法原则上是用导管法,混凝土配合比也必须与这种施工方法相适应。合适的配合比是指这捉混凝土有足够的和易性、粘性,易于在导管中流动,而又不易离析。同时配合比又直接影响混凝土是否达到设计强度要求,因此配合比应通过试验确定,一般采用坍落度为13cm~18cm左右的混凝土。4.4.3混凝土灌注(1)钢筋笼吊装完毕后,在浇灌混凝土前应通知监理到现场予以验收,检查成孔质量合格后,应立即灌注混凝土。灌注水下混凝土时,必须采取一定措施,确保保护层厚度。灌注桩的灌注充盈系数不得少于1,一般土质为1.1,软土为1.2~1.3。在灌注混凝土的过程中,应用浮标或测锤测定混凝土的灌注高度,以控制灌注质量。(2)灌注混凝土必须连续进行,不得中断;从开始搅拌混凝土后,在1.5h之内尽量灌注完毕。灌注混凝土宜用插入式振捣器振实。4.4.4成桩质量检验(1)桩顶处钢筋保护层、桩径、外观;(2)利用混凝土回弹仪检查桩顶处混凝土的质量;(3)从桩顶处到桩尖进行岩蕊取样,以检查混凝土的连续性及利用蕊样来确定混凝土的强度。(4)单桩承载力检测。4.5承包人应按照报经批准的施工方案按章作业、文明施工。同时加强技术和质量管理,做好作业过程中的资料记录、收集和整理,并定期向监理单位报送。在施工过程中若必须调整、修订施工作业程序、方法与进度计划,,属于对施工方案的实质性变更,均应事先报经监理单位书面同意后方可实施。4.6每一根(或几根)桩基础钻孔完成后,应立即进行基础(隐蔽)工程验收和单元工程质量评定,填写好基础(隐蔽)工程验收报告和单元工程质量评定表,报监理单位,由监理单位组织验收和质量评定。4.7承台施工之前必须在完成下列工序后才能进行:  (1)基桩施工中间验收合格;  (2)桩顶疏松混凝土全部凿完,桩顶低于设计标高,需用同级混凝土接长达到一定强度;并将埋入承台的桩顶部分凿毛、洗净;桩顶伸入承台中的钢筋符合设计要求。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则4.8灌注桩基础工程验收主要检验是否符合设计要求及规范的各项规定。4.9灌注桩基础工程验收时应提交下列资料:  (1)桩位测量放线平面图;  (2)材料检验、试块试压记录;  (3)桩和承台的施工记录和施工记录汇总表;  (4)隐蔽工程验收记录;  (5)设计变更通知书、事故处理记录及有关文件;(6)桩基竣工平面图;(7)质量检测资料。4.10现场施工人员必须加强施工工序管理,严格按规定工序施工.4.11施工单位必须对工程施工质量负责,实行项目总经理领导下的施工员、专职质检员、技术负责人的技术岗位责任制和质量检查检测的“三检”制(即每一单元工程完成后,进行施工员初检、专职质检员复检、技术负责人终检)。4.12承包人应制定工艺流程,切实做好质量控制,加强自检,制定质量控制办法并进行落实,认真做好钻孔灌注桩施工记录。同时,及时通知并协助监理和有关单位进行验收。4.13灌注桩基础工程施工除了要进行成孔基础(蔽)质量验收和单元工程质量评定外,还必须按规定进行桩的承载力检验,经检验合格,方可进行下一工序的施工。5、进度控制的内容、措施和方法承包人应先根据监理人批准的钻孔桩施工措施计划及工程实际进展情况编制详细的钻孔桩月施工进度计划和钻孔桩周施工进度计划。监理人则根据各施工单位的施工进度计划进行总的协调和控制,并对照检查工程实际进展情况是否与计划一致,当实际施工速度滞后于进度计划时,及时分析其滞后原因,采取加大施工投入或施工强度等有力措施进行纠偏、改进,从而达到控制整个工程工期的目标。6、计量与支付6.1已按设计要求完成,报经监理工程师检验合格,按合同规定应予以支付的工程量才予以计量支付。6.2钻孔灌注桩混凝土的计量和支付以立方米(m3)为单位计量,并按合同文件的《工程量清单》中各相应项目的每立方米单价进行计量和支付。6.3钻孔灌注桩混凝土浇筑所用的材料(包括水泥、掺和料、骨料、外加剂等)shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则的采购、运输、保管、贮存,以及混凝土的生产、浇筑、养护、表面保护和辅助工作等所需的人工、材料及使用设备相辅助设施等一切费用均包括在混凝土每立方米单价中。6.4钻孔灌注桩所消耗钢筋按合同施工图纸配置的钢筋计算,每项钢筋以监理人批准的钢筋下料表所列的钢筋直径和长度换算成重量进行计量。承包人为施工需要设置的架立筋,在切割、弯曲加工中损耗的钢筋重量,均不予计量,各项钢筋分别按《工程量清单》所列项目的每吨单价支付,单价中包括钢筋材料的采购、加工、运输、储存、安装、试验以及质量检查和验收等所需全部人工、材料以及使用设备和辅助设施等一切费用。7、其他7.1每单元钻孔桩工程施工结束后,承包人应及时进行钻孔桩单元工程质量检查评定,并经监理工程师核实签字,作为评定相应分部工程质量等级的基础。7.2本细则未列之其他施工技术要求和质量检验标准,按合同技术条款、有关施工技术规程规范和质量评定标准执行。7.3混凝土工程有关要求参照《混凝土监理实施细则》执行。7.4混凝土原材料质量检验认证按《建筑材料质量管理监理实施细则》规定执行。十九护坡工程监理细则1、总则1.1.本细则依据工程建设合同文件规定内容,工程设计文件、图纸要求,参照SDJ213-83《碾压式土石坝施工技术规范》《聚乙烯(PE)土工膜防渗工程技术规范》(SL/T231-98)、《土工合成材料应用技术规范》(GB50290-98)和有关管理法规编制。1.2.本细则适用于护坡工程。2、开工许可证申请程序2.1.shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则承建单位在具备了护坡工程施工的开工条件时,承建单位应根据合同文件技术条款,设计文件和相应技术规范,结合自然条件和施工技术水平编制施工技术措施计划报监理部审批。施工技术措施计划应包括下述主要内容:(1)工程简况(包括项目构成、合同或设计工程量、合同工期等);(2)施工管理、作业劳动组织、机械配置;(3)施工准备及程序和方法;(4)施工进度计划;(5)质量保证体系的建立、质量检验、检测措施;(6)建筑材料试验报告;(7)其他需要报告和说明的事项。2.2.承建单位应在护坡工程施工前,完成铺工放样工作,并将其报监理部批准,其内容如下:(1)施工范围布置图;(2)放线依据及对原点检测校核情况;(3)施测方法,使用的仪器和人员配备;(4)放线成果(包括记录和平面布置图)。2.3.上述报送文件连同审签意见单一式四份,经施工单位项目经理签署后递交,监理部审阅后,限时批复,原件不退回。2.4.除非承建单位接到的审签意见为“修改后重新报送”否则可及时向监理部申请开工许可证。2.5.监理部在接到承建单位申报开工申请单后,24小时内开出工程项目开工许可证,若承建单位在限期内未收到监理部应返回的审签或批复意见,视为已报经审阅。2.6.如果承建单位未能按期向监理部报送上述文件,由此而造成施工工期延误和其他损失,由承建单位承担合同责任。3、施工过程监理3.1.施工过程中,承建单位应按报经批准的施工计划,按章作业,安全生产,文明施工。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3.2.施工过程中,上一道工序完成承建单位应认真填写《工程质量报验单》,经项目经理签字后报监理工程师审批。3.3.签发《工程检验认可书》,经过现场检验或仪器测试,所测各项技术指标合格后,由监理工程师签发《工程检验认可书》进入下一道工序的施工。如经检验、测试工程质量不合格,则责令施工单位返工,经返工处理后,再重复上述程序直到合格为止,对未经监理工程师认可强行覆盖或进行下一道工序施工,将按违规违约处理。3.4.施工过程中,发现施工技术措施的效果不符合或达不到设计要求时,应及时向监理部报告,提出调整措施报监理部批准后实施。3.5.施工过程中,当监理工程师需查阅资料和现场记录或者需作检验时,承建单位及其各级施工单位不得拒绝。3.6.监理部的巡视和监理工程师的旁站、监督和检查,发现施工违反设计及技术要求时,有权采取口头违规警告,书面违规警告,直至指令返工、停工等方式予以制止,由此而造成的工期延误与经济损失由承建单位承担合同责任。4、工程质量控制4.1质量控制的手段4.1.1.旁站监督。可根据工程部位情况采用全过程旁站或不定时旁站监督,监理人员必须检查施工单位在施工中所用设备、材料是否与批准的设备、材料及设计文件和规范、规程中要求的相符,检查是否按技术规范和批准的施工方案、施工工艺进行施工,发现问题及时制止纠正。4.1.2.检测。用仪器工具进行必要的检测控制。4.1.3.测量。监理人员对施工放样、高程控制进行检查,不合格不准开工;对已完工的几何尺寸、质量指标应根据设计文件及有关规范、规程进行验收,对验收不合格的要进行修整,无法修整的进行返工。4.1.4.试验。使用于工程的材料必须事先试验,并由监理工程师批准后方可使用,试验内容包括水泥、砂、石子、碎石、块石、防渗膜及砂浆配合比等试验。必须有质量证明或试验报告和鉴定书。对未经监理工程师批准,不符合设计文件和规范要求或没有试验数据的材料,不得用于工程。4.1.5shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则.指令文件。在工程施工过程中,监理单位与建设单位及施工单位之间的工作来往均以文字为准,监理工程师通过书面指令和文件对施工单位进行质量控制。对不符合设计文件及规程、规范要求或已发生质量问题的工程,监理工程师有权提出处理意见乃至否决。监理人员要做好监理日记和必要的记录,定期向建设单位作书面汇报。4.2.分项工程质量控制实施细则4.2.1.施工放样质量控制(1)施工单位应根据《水利水电工程施工测量规范》的规定,进行平面控制测量、高程控制测量及齿墙、防浪墙轴线放样。(2)施工单位应以对设计中采用的平面、高程控制点的坐标位置进行复核、校测,并补充不足的标志,对原控制精度不符合要求或妨碍施工的标点应重新测设。(3)施工单位应使用符合精度要求的测量仪器在施工前加密桩标,以利铺工放样。(4)转弯点及整桩号处应测设永久标石(基准点),必要时可架设标架。标石(架)必须埋设牢固,施工中经常加以校正。(5)新设标石应在不妨碍施工、引测方便、易于保存的地方设置,并分别编号、绘制平面图。为便于查找和保护,应用红漆涂抹,标明点号。若遇特殊情况需移动时,需就近另设控制点,以便于引测。4.2.2.护坡质量控制(1)坝坡坡面修整坝坡体上游坡面在护坡之前,应先对坡面进行修整,坝坡应满足设计要求,人工找平,临近坡面约30cm范围内土的压实干密度不得低于坝体设计压实干密度的98%。(2)开挖齿墙基础齿墙基础开挖必须满足设计尺寸,遇到沙土渗水时,将沙土挖出30cm,用粘土或灰土夯实,压住水,满足地基承载力,并保证地下基础深度,不允许扰动地基土。(3)复合土工膜铺设复合土工膜的铺设是在坝坡平整、压实,齿坎基础开挖验收合格后进行。铺设:坝坡面经验收合格后,铺设土工膜,土工膜铺展要留有褶皱,以防沉陷后拉断,防止暴晒,以防老化,严禁穿带钉的鞋作业。施工中应随时检查膜的外观有无破损、麻点、孔眼等缺陷,发现后及时用新母材修补,补疤每边应超过破损部位10~20cm,一次铺设到坝顶,注意保护。接缝处理:复合土工膜接缝采用热熔接,接缝宽10cmshouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则,采用双焊缝,施工中要严格控制温度,以免烫坏薄膜,焊接要牢固,注意焊接质量,焊缝垂直坝体,与刚性建筑物用专用胶接,粘接时先清洗建筑物外表面,凉干后方可涂胶粘接,粘接时要赶出膜下的气泡。粘接后再用钢板固定,以防胶脱落后,形成渗水通道,并留有褶皱。铺设防渗膜时,膜块间形成的结点,应为T字型,不得做成十字型。(4)坝脚齿坎和戗台处齿坎的砌筑齿坎基础开挖验收合格后,铺设复合土工膜,复合土工膜在齿坎外侧与水平铺塑接缝处留出1m的长度,以便与库底防渗膜焊接,然后座浆砌筑块石,应注意不得破坏复合土工膜。齿坎为浆砌石结构,采用座浆法块石砌筑,砂浆标号M7.5,砌筑用砂浆要求机械拌合均匀,严格按设计配合比拌制。砌筑采用座浆法,座浆饱满,大块封边,表面平整,先砌角石,片石填缝,人工插捣密实,缝隙大于5cm的部位用片石填缝,严格错缝隙砌筑,不可造成竖向通缝。每20m留一道伸缩缝,缝宽20mm,用沥青杉木板填充。砌筑平台齿坎时注意,将复合土工膜在齿槽处留有足够褶皱防过紧、齿坎悬空,将膜拉裂。(5)碎石垫层铺设在坝脚齿坎砌筑完成和复合土工膜铺设完毕且验收合格后,及时在土工膜上人工铺设碎石垫层,以避免土工膜受阳光直射而老化,或被风吹而撕破。碎石垫层粒径为2~4cm,厚度8cm,其粒径、级配、不均匀系数、含泥量等应符合设计要求。铺设过程中,严禁将土工膜损坏。(6)砼预制板护坡、现浇混凝土护坡1)砼预制板安装a、碎石垫层验收合格后方可进行砼预板安装施工。护坡必须认真挂线,自上而下咬缝竖砌,紧靠密实,垫塞稳固,表面平整,注意美观,采用现场观察、翻撬。砼板安装就位后,用石子将圆孔填满。b、护坡坡度应符合设计要求,用坡度尺及垂线测量。表面平整度允许偏差不大于3cm,用2米靠尺测量,每个单元不少于30个测点。2)现浇混凝土护坡。上游护坡在桩号0+554~0+706,1+173~2+257,2+541~2+615,3+103~3+260,4+954~5+116等五处转弯坝段,具体施工要求以设计文件为准。(7)防浪墙砌筑shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则防浪墙为浆砌块石结构。防浪墙基槽由人工开挖,修整后挂线砌筑浆砌石,其砌筑方法同坝脚齿坎。每隔20m设一沉陷缝,缝宽2cm,缝中填沥青板。防浪墙顶高程在砌筑时用水准仪每50m检测一次,保证其顶面在同一高程上,使防浪墙平整和顺直,砌筑后表面美观。5、工程进度控制5.1.施工单位应依据合同文件规定的合同总工期目标和阶段性工期控制目标,合同安排施工进度,确保施工资源投入,做好施工准备,提高设备完好率和台时利用率,做到均衡施工、按章施工、文明施工,避免出现抢工、不按工程质量要求施工。5.2.由于各种合理的或不合理的原因,致使施工实施进度计划在执行中必须进行实质性修改,施工单位应提出修改的详细说明,并须在修改计划实施的14天前提出修改的进度计划报送监理部批准。必要时,监理部也可按施工合同文件规定,直接向施工单位提出修改指示,由施工单位调整实施进度计划,报监理部批准。5.3.属于下列任何一种情况所造成的工期延误,施工单位均不能提出延长工期的要求,业主单位也不为此而给予费用补偿。(1)由于施工单位失误或违规、违约引起的,或因此而被监理部指令的暂停施工。(2)由于现场非异常恶劣气候条件引起的正常停工。(3)为工程的合理施工和保证安全所必须的,或因此而被监理部指令的暂停施工。(4)施工单位未得到监理部批准的擅自停工。(5)合同中另有规定的。5.4.在施工过程中,若造成工期延误,属于业主单位的合同责任与风险,施工单位应立即通知业主单位和监理部。并在发出该通知后的7天内向监理部提交一份详情报告,详细申述发生工期延误事件的细节和对工期的影响程度。此后的14天内,施工单位可按合同文件和监理文件要求修订进度计划和编制赶工措施提交监理部审批。5.5.监理工程师对施工单位进度计划的审查和批准,并不意味着可以或减轻施工单位对合同工期应承担的义务和责任。6、工程投资控制shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则6.1.投标书工程量报价中所列的工程量不能作为合同支付结算的工程量。施工单位申报支付结算的工程,应以经监理工程师验收合格、符合支付计量要求的已完工工程量,按合同报价中分类支付,按单位、分部、分项、单元工程分类进行量测与度量。6.2.监理部只接受符合下述条件的工程量合同支付申报。(1)当月完成,或当月以前完成尚未进行支付结算的;(2)属于监理范围,工程承建合同规定必须进行支付结算的;(3)有相应的开工指令、施工质量终检合格证和单元质量评定表等完整的监理认证文件的;(4)有监理确认签证的合同索赔支付。6.3.施工单位向监理部递交的合同支付申请报告(或报表),必须包括下列内容:(1)申请支付工程项目的单位工程名称、分部、分项或单元工程名称及其编号。(2)由监理工程师签署的支付工程量确认签证。(3)对应工程量的支付帐单。6.4.如果因为施工单位报送资料不全,或不符合要求,引起合同支付审签的延误,由施工单位承担合同责任。6.5.对于暂缓结算或不予结算的工程量,在接到监理部审签意见后的7天内,施工单位项目经理可书面提请监理部重新予以确认,也可在下次支付申报中再次申报。二十水泥土搅拌桩工程监理实施细则1、工程概况1、工程名称:2、建设单位:3、设计单位:4、监理单位:5、施工单位:6、分包单位:7、质量目标:2、监理工作范围参见监理合同shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则3、监理工作依据1、工程地质勘察报告。2、基坑围护施工设计图纸、设计变更等设计文件。3、经批准的基坑围护工程施工组织设计(专项施工方案)。4、监理规划。5、建筑地基基础工程施工质量验收规范(GB50202-2002)。6、建筑地基处理技术规范(JGJ79-2002)。7、建筑基坑支护技术规范(JGJ120-99)。8、基坑边坡工程技术规范(GB-50330-2002)。9、建设工程监理规范(GB50319-2000)高压旋喷桩。10、建筑工程施工质量验收统一标准(GB20300-2001)。4、监理工作方法及措施:(1)记录试成桩时的各种操作技术参数:①水泥的品种、强度等级及掺量(为被加固湿土质量的12%~16%);②外掺剂的种类及掺量;③水灰比(0.55);④1整桩内水泥浆体积;⑤搅拌机每分钟喷浆时的提升速度;⑥灰浆泵输浆流量泵上显示的每分钟的输浆量;⑦灰浆泵经输浆管到达搅拌机喷浆口的时间;⑧灰浆泵压力(0.4~0.6Mpa)。(2)在水泥土搅拌桩成桩过程中,对照、检查其各种操作技术参数是否与试成桩时的操作技术参数相符,如不符,以口头或书面指令形式责成施工单位整改,并做好记录。(3)检查搅拌机械底盘的水平和导向架的竖直度,以控制搅拌桩的垂直偏差不超过1%,喷浆搅拌提升速度要求≤0.5m/min,如不符,就以口头或书面指令形式责成施工单位整改。(4)成桩过程中,督促施工单位用两架经纬仪控制桩位对中,防止桩位偏移,并用经纬仪进行抽检,确保桩位偏差不大于50mm。(5)当水泥浆液到达搅拌机出浆口时,要求施工单位不要提升搅拌头,在桩端喷浆底座30秒钟,使浆液完全达到桩端,以确保桩端质量。(6)因水泥土强度与水泥土搅拌均匀程度成正比,故监理要求施工单位最后一次提升搅拌采用慢速提升。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(7)做好施工单位各种报审资料的核查、签证工作,以及桩位弹线检查等隐蔽工程验收签证工作,上道工序未经验收,不准进入下道工序施工,做好各种交接过程中的检查工作。(8)认真参加工地例会,积极提出确保安全、质量、进度等方面的合理化建议,做好建设单位和施工单位之间的沟通、联系、协调工作,碰到质量和安全方面的重大问题,及时报告建设部门和有关部门,以便及早处理。5、水泥土搅拌桩监理工作内容(一)水泥土搅拌桩施工前的监理工作内容:1、审查施工单位提交的水泥土搅拌桩施工组织设计(专项施工方案)。2、审查施工单位有关施工水泥土搅拌桩的安全措施及质保体系。3、审查电工、焊工、机械工、机修工、机施指挥员等人员的上岗证。4、审查水泥土搅拌桩分包单位资质。5、搅拌机械设备检查:(1)检查是否采用了出浆孔在机身下部的立式拌浆机,存浆桶是否置于拌浆机下方,水泥浆过滤设备是否配置到位。(2)检查拌浆机双层多头拌浆翼片及存浆桶内单层搅拌翼片配置是否齐全。(3)检查灰浆泵输浆压力表、输浆流量泵的检验合格证。(4)检查搅拌机的调速提升和自动计量喷浆装置,以及检查搅拌机搅拌深度自动记录仪、喷浆量自动记录仪是否经过国家计量部门认证。6、水泥土搅拌桩场地检查:(1)检查地上、地下障碍物及管线是否已经处理,场地是否已经平整。(2)检查暗浜淤泥挖除、粘性土回填及压实情况,检查检验报告上压实密度是否符合设计要求。7、检查根据设计要求的取1层~2层土(灰色淤泥质拟处埋土)、水泥、外掺剂所做的室内配合比试验报告,掌握水泥、外掺剂的掺量,检查其试块28天抗压强度。8、检查水泥强度等级3.25的普通硅酸盐水泥及外掺剂的质保资料。(二)水泥土搅拌桩施工中的监理工作内容:1、监控成桩过程、记录成桩参数。(1)工单位在现场进行数量不少于2根的成桩前检查所用水泥是否为强度等级3.25的普通硅酸盐水泥,水泥是否均经过筛。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(2)检查搅拌机拌制的水泥浆其水灰比是否符合0.55的设计要求,是否符合室内配合比试验时确定的水灰比;检查外掺剂的种类及其掺量是否符合规范要求,检查外掺剂的种类、掺量是否与室内配合比试验时确定的种类、掺量相符。(3)检查流入置于拌浆机下部存浆桶内的水泥浆是否经过过滤设备过滤。(4)检查搅拌机机架安装是否安全、可靠;检查灰浆泵压力表和输浆流量泵装置,以确保输浆压力和输浆量。检查搅拌机自动记录喷浆量及搅拌深度的监测仪器是否经国家计量部门认证。(5)检查搅拌机机头刀片长度是否达到≥700mm,搅拌头定位是否正确,两搅拌头刀片交搭长度是否达到≥200mm。(6)成桩过程中,检查搅拌机、灰浆泵、拌浆机、存浆桶机械(单层搅拌翼片)运装是否正确、灵敏。(7)在监控成桩过程中记录成桩操作技术参数。为了掌握该场地的成桩经验,监理在成桩监控过程中,对如下各种操作技术参数作好认真记录:①水泥的品种、强度等级及掺量;②外掺剂的种类及掺量;③水灰比;④1整桩内水泥浆体积;⑤搅拌机每分钟喷浆时的提升速度;⑥灰浆泵输浆流量泵上显示的每分钟输浆量;⑦灰浆经输浆管到达搅拌机喷浆口的时间。2、工艺性成桩完成后取得各种操作技术参数后成桩质量控制:(1)在设计图上分别对围护水泥土搅拌桩进行编号,以便对成桩完成情况逐根标注,并检查现场桩的定位尺寸。(2)检查湿法成桩二喷三搅施工工艺是否符合以下要求;搅拌机械就位、调平→第一次预搅拌下沉至设计加固深度→第一次边喷浆、边搅拌提升直径至预定的停浆面→第二次重复搅拌下沉至设计加固深度→第二次边喷浆、边搅拌提升直至预定的停浆面→关闭搅拌机械→移至下一桩位。(3)检查搅拌头切土下沉到达桩端时,浆液也是否同时到达桩端。检查搅拌提升速度是否与输浆速度同步;喷浆搅拌提升速度是否≤0.5m/mim。(4)检查搅拌头切土下沉到搭达桩端后,是否做到在不提升搅拌头的情况下,对桩端喷座底浆30秒钟,待水泥浆与桩端土充分搅拌后,再开始提升搅拌头,以确保浆液完全达到桩端。(5)检查最后一次重复搅拌提升,是否符合慢速提升的要求;检查当机头喷浆口达到桩顶标高时是否做到停止提升,搅拌数秒,以确保桩头均匀密实。(6)每天(次)开机成桩前,监理人员做到对搅拌头刀片直径是否达到shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则700mm进行量测检查,如发现搅拌刀片直径磨损,及时要求施工单位进行加焊,防止桩径偏小。(7)预搅下沉遇到较硬土层下沉太慢而需采取适当冲水措施时,监理要求施工单位缩小浆液水灰比或增加掺入浆液,予以弥补冲水对桩身强度的影响。(8)水泥土搅拌桩施工时如因故停浆(停机时间小于3小时),监理要求施工单位将搅拌头下沉至停浆点以下0.5m处,待恢复供浆时再喷浆搅拌提升,若停机3小时以上,监理要求施工单位拆卸输浆管路,清洗干净,防止恢复施工时堵塞。(9)检查围护相邻桩的搭接长度是否不小于200mm,相邻桩的施工时间间隔是否不超过2小时。(10)用经纬仪检查搅拌机钻杆的垂直度,以控制水泥土搅拌桩的垂直度不超过1%;施工单位在现场定桩位及搅拌时,监理旁站检查,确保桩位施放及搅拌时对中正确,以控制桩位偏差不大于50mm;检查搅拌刀片长度是否≥700mm,发现搅拌机刀片交搭长度是否≥200mm,以控制成桩直径不小于设计值。(11)随时检查所使用的水泥是否都过筛,制备好的浆液有否发生离析现象,泵送浆液是否连续;认真记录拌制水泥浆的罐数、水泥和外掺剂用量,以及泵送浆液的时间;检查由经过国家计量部门认证的监测仪器进行自动记录的喷浆量及搅拌深度;采用测机头深度的方法,检查桩底标高的偏差是否在±200mm的允许范围内。(12)在水泥土搅拌桩施工时,监理做到全过程的跟踪旁站、巡视检查,对施工记录和计量计量随时进行检查,对照规定的施工工艺对每根桩进行质量评定。监理检查的重点是:水泥用量、桩长、搅拌头转数及其提升速度、复搅次数和复搅深度、停浆处理方法等,并在监理日记上或专用记录簿上进行记录。(三)水泥土搅拌桩施工完成后的监理工作内容:1、对水泥土搅拌桩质量检验结果进行核查:(1)对支护用水泥搅拌桩施工完成28d后,检查强度试块复试报告。(2)对支护水泥搅拌桩28天无侧限抗压强度要求达到1.0Mpa以上。2、开挖基坑时的检查、监控:(1)基坑开挖时,施工单位从基坑中部向四周进行,分层、分区、对称开挖,严禁超挖。对围护桩内侧桩,应采用人工挖土,严禁机械开挖,以防止桩身与挖土机械碰撞发生断裂。开挖到设计标高后,监理做到立即督促施工单位进行300mm厚砂垫层施工,并要求其委托有资质单位对砂垫层作环刀取样检验,要求砂垫层的密实度大于0.95。砂垫层密实度及厚度符合要求后,监理做到立即督促施工单位进行100mmshouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则厚C10素砼垫层施工。注:设计要求基坑开挖至设计标高厚,应在48小时内进行砂垫层和砼垫层施工。(2)局部混合井、人孔井、集水井等外凸部分较深的基坑开挖前,监理要求施工单位另外采取如打钢板桩等稳定边坡的有效措施,基坑开挖时,如发现基坑有渗漏现象,监理做到立即督促施工单位对止水帷幕水泥土搅拌桩进行注浆封堵。(3)开挖时监理加强检查施工安全情况。3、基坑开挖时,对围护水泥土搅拌桩的检查、监控:(1)开挖基坑时,先要求将桩顶端施工质量较差的500mm长的桩段用人工凿除,然后要求将基底底标高(300mm厚砂垫层底面处)以上300mm长的有效保留桩段周围的土必须采用人工开挖,四周开好排沟抽水处理。4、成桩的检测复核:根据本工程的地质条件、设计要求和施工情况,确定桩的检测要求,按设计规定;5、成桩的检测项目和数量根据设计和规范规定确定;6、成桩验收和资料检查:(1)局部砂垫层部位,当桩顶标高与施工场地标高相近时,压桩完毕后验收;(2)桩顶标高低于场地标高和复合地基区域时,应待开挖到设计标高后验收;7、验收的资料内容(1)工程地质勘察报告,沉桩施工图,图纸会审纪要及材料代用通知等;(2)经审定的施工组织设计,施工方案及执行中的变更情况;(3)桩位测量放线图,包括桩位复核签证单;(4)沉桩记录和质量检查报告;(5)基坑挖至设计标高后复测的桩基平面位置及桩顶标高的偏差值并与竣工平面图核对是否相符。8、监理过程中形成的材料:(1)桩基施工方案报审表,施工图交底,会审记录;(2)制桩单位的营业执照、资质证书(生产许可证)、出厂合格证质保单;(3)桩位测量放线及复核资料;(4)桩机及其他施工机械和测量仪器报审表;(5)压桩原始记录,压桩隐蔽验收单;(6)桩位竣工图,其他监理联系单、通知单、报验单、隐蔽签证;shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(7)工程质量事故及事故调查处理资料;(8)编制桩基工程质量评估报告。二十一商品混凝土的质量监理1一般规定1.1工程建设项目,在采用商品混凝土前,一般均应作经济和技术分析。只有在工地无集中大规模生产的条件,对缩短施工时间,保证工程质量的前提下采用较为适宜。1.2在城市道路及高层建筑中需要用混凝土较大时,为了保护环境的需要,必须使用商品混凝土。1.3在建设单位或施工单位与商品混凝土生产(站)签订合同前,商品混凝土生产厂(站),必须将生产资质、工艺过程、试验室的等级以及计量装置近期经过国家计量部门检定的资料,报监理审查认可。1.4混凝土生产厂(站)所用的原材料来源、规格、品种、生产厂家、测试资格、在正式生产前,必须报监理审核。同时在监理与施工双方共同在场的情况下,随机取样送检测中心测试,在取得测试合格报告后,方可投入生产。1.5通用的商品混凝土等级一般<C40,坍落度≯15cm,粗骨粒的最大料径<40mm,且含气量符合(GBJ119)《混凝土外加剂应用技术规范》规定,超过通用规定范围的商品混凝土为特制品。2原材料检验内容和要求2.1水泥路用商品混凝土采用不低于425号的普硅水泥,其余结构用不低于325号的普硅水泥或矿硅酸监水泥,其性能应符合GB175—2007《硅酸盐水泥、普通硅酸盐水泥》、GB175—1999《矿渣硅酸盐水泥、火山灰质硅酸盐水泥及粉煤灰硅酸盐水泥》的规定。2.2厂水泥的检测、验收、储存和和使用应符合下列规定:2.2.1进厂(场)水泥应有生产厂提供有生产许可证的产品质量合格证或试验报告单,包装水泥袋上应有水泥品种、强度等级、生产日期、生产厂名和生产许可证编号等标志。2.2.2进厂(场)水泥应按下列要求检查验收:shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则a逐批查验质量合格证或质量检验报告单,并应对其品种、强度等级、标准稠度用水量、凝结时间和体积安定性等进行验收。b对质量免检企业的水泥也应定期查检质量合格证或质量检验报告单,并每月抽检标号、标准稠度用水量、凝结时间和体积安定性一次。c对储存期超过两个月或对质量有怀疑的水泥,应复验其强度等级,标准稠度用水量、凝结时间和体积安定性,并按试验结果使用。2.2.3水泥的储存a水泥应先到先用,储存期不应超过两个月。b散装水泥应按品种、强度等级分仓储存。c包装水泥应按品种、强度等级、生产厂和生产日期分别储存于室内,地面应有防潮湿措施,堆放层数不应超过12层。2.3砂、石2.3.1砂a砂宜采用洁净、坚硬、级配良好的河砂或海砂,期细度模数Mx为2.3~3.2的中粗砂,其技术要求应符合JGJ52-1992《普通混凝土用砂质量标准及检验方法》的规定.b砂必须在产地过筛,筛孔≯20×20mm.c路用商品混凝土的砂,其含泥量≯1%.d不同产地的砂应分别堆放,分别配料和使用。2.3.2碎石a碎石的技术要求应符合JGJ53—1992《普通混凝土用碎石或卵石质量标准及检验方法》的规定。b路用商品混应采用机轧碎石。碎石强度:压碎值<25%。洛杉矶磨耗<30%。含泥量应<1%,针片状颗粒含量应<15%。碎石的颗粒级配应符合要求。2.3.3水:凡能饮用的水均可作为商品混凝土拌和用水。2.3.4粉煤灰:掺用的粉煤应符合JGJ28-86《粉煤灰在混凝土和砂浆中应用技术规程》的规定。粉煤灰应具有质量保证书,其掺量经过试验后确定。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则2.3.5外加剂a根据用户需要可选用减水剂、早强剂、促凝剂、膨胀剂等,其技术要求应符合GB8076—1997《混凝土外加剂》和GB8077—87《混凝土外加剂匀质性试验方法》的规定,并应具有质量保证书。b外加剂的掺量及水泥的适应性符合GBJ119《混凝土外加剂应用技术规范》。2.3.6进厂的所有原材料必须按品种、规格分别存放、严禁混放混用,监理定期进行抽查。3商品混凝土的出厂检验3.1出厂检验试件取样和试验工作应由商品混凝土生产厂(站)承担,将测试报告及时送交驻厂(站)监理人员。3.2每组试件(三块)取样应随机从搅拌机的盘中抽取:并在卸出料达1/4到3/4台班(批)拌制的混凝土不足100m3。3.3取样频率为混凝土的坍落度和强度的检验,每100m3取样试验不得少于1次;每台班(批)拌制的混凝土不足100m3时,取样试验亦应保证1次。3.4特殊工程应加做含气量试验。3.5混凝土强度检验评定应符合GBJ107-87《混凝土强度检验评定标准》的规定。4商品混凝土的到达检验4.1商品混凝土到达工地交货检验的取样,试验工作,由施工单位承担。4.2混凝土搅拌车到达浇筑地点30分钟内从出料口由现场监理人员见证取样,制作试件并在30分钟内完成。4.3取样频率与出厂检验的取样频率相同。4.4在交货地点测量的混凝土坍落值与合同规定的坍落度值之差,应符合表5.1.8.4的要求。5商品混凝土的质量的技术要求5.1商品混凝土的配合比5.1.1路用商品混凝土配合比应以抗折强度为设计的主要指标,同时应有相应的抗压强度要求,以保证水泥混凝土路面的耐久性。其设计指标见表5.1.8.5-1。5.1.2路用商品混凝土的水灰比、单位水泥用量、砂率应符合下列规定:a水灰比(1)当采用425号水泥时:一般道路≯0.50;高等级道路≯0.46。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则(2)当采用525号水泥时:一般道路≯0.53;高等级道路≯0.50。b水泥用量在满足强度、和易性和水灰比的情况下,应尽量减少单位水泥用量,但单位水泥用量最少不应小于300kg/m3。c砂率按表5.1.85—2规定选用。5.1.3商品混凝土配合比设计应按JGJ/T10—95《商品混凝土配合比设计技术规定》进行。特殊商品混凝土的配合比设计,可由供需以方会同设计部门协商确定,但仍需按规定进行试验后,由监理工程师认可。5.2混凝土的和易性可采用坍落度方法来测定。坍落度的测试方法按JGJ/T55—95《普通混凝土配合比设计技术规定》和GBJ80—1985《普通混凝土拌和物性能试验方法》的规定进行。5.3商品混凝土的配料及制备5.3.1混凝土各组成材料的允许误差a水泥、粉煤灰、水和外加剂与设计要求比较应小于±1%。b砂、石应小于±2%。5.3.2每班搅拌第一盘混凝土时,搅拌筒应浇水湿润,并按配合比增加水泥用量10%。5.3.3混凝土各组成材料必须按批准的试验室提供的配合比称量配制。计量设备必须能连续计量不同配合比混凝土的各种材料,其计量精度应符合GB10172——88《混凝土搅拌站(楼)技术条件》的规定,使用的称量衡器应定期校验,并应具有计量部签发的有效期限合格证。5.3.4每班生产前应调整计量器具的零点。5.3.5试验室应预先对所有原材料进行检验,并结合用户提出的要求做好级配试拌,将合格的级配输入电脑贮存。5.3.6商品混凝土搅拌的投料顺序;砂水泥粉煤灰石子水外加剂溶液5.3.7商品混凝土的净拌时间(自全部材料装入至混凝土开始卸料止)不应少于60S。5.3.8商品混凝土应在搅拌车到位后,才能进行称量,投料搅拌。6商品混凝土运输过程中的有关规定shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页 XXX工程监理实施细则6.1商品混凝土必须由混凝土搅拌车直接运到施工现场。6.2混凝土搅拌车应保持混合料在运送过程中的均匀性,不应产生分层离析现象。6.3混凝土搅拌车应保持筒内无积水,方能装料。6.4严禁在运送混凝土前,中途和卸料时向搅拌筒内任意加水,一经发现应严禁使用。6.5混凝土的运送时间不应超过1.5h(运送时间指搅拌车从进料开始至卸料结束的时间),特殊情况另行规定。6.6混凝土搅拌车在每次工作完毕后必须对筒内、外进行清洗,严禁将余料随地乱倒乱排。6.7混凝土强度的检验评定应符合GBJ107—87《混凝土强度检验评定标准》的规定。shouldbetightened,noloose,TerminalBoardwiringshouldbeoneoneachside,nomorethantwo.J,shieldedwire,sparewirebindingorder,reliablegrounding.7.7qualitystandard7.7.lcablesthroughthecableembeddedtubemakinguseofgalvanizedsteelpipe,tubeendswithoutburrs,smooth.7.7.2pipedoesnotallowbending,bendingthebendradiusshouldbe≥4timestimestheouterdiameterofthetubein.7.7.3ellipticityofabenttube,pipediameter≤60mm,not>8%,diameter>760mm,not>6%.7.7.4makingcablesburiedpipingapplicationrootproduction,growingwhereinterfaceisrequired,onlystraightpipe,onlythewireportconnections,weldedconnectionsarenotallowed.7.7.5servicesleeveshouldhaveagoodgrounding.7.7.6cabletraysinstallation,burrsanddirtandcorrosiontreatmentshouldbecarriedout,installthebridge...7.8.1.7pipingandpiping,equipmentandequipmentorpipingandotherequipmentshallhavesufficientexpansiongapinhotsituations.7.8.1.8metaltemperatureoftheinsulatinglayer(hot)=shell-walltemperatureofenvironmenttemperature≤40°c.7.8.2paint7.8.2.lpaintofequipmentandpipelinesshouldhaveatleastaprimer(redpaint)andfinish.7.8.2.2paintappearancecoloruniform,withoutpaint,rust,flaking,wrinkles,flowmarks,scum,paintparticlesandvisiblebrushmarks.7.8.2.3interlayershouldbetightandwithoutstratification.7.8.2.4pipelinesasphalt,fiberglassfabriccorrosion,externalappearanceshouldnevershowsurroundedbyglassfiberclothuniform,dense,paintedpitchinspectionshouldbenodelamination,cavitation,homogeneityofasphaltcoating,brushingeachlayerthicknessinaccordancewithdesignrequirements.Standard7.97.9structureplacementprocess.1fair-facedconcreteisaconcretesurfacewithoutanydecoration,structureappearancequalityofconcretestructurethatisabletodisplaystrengthandaestheticperceptionofqualitystandards.Constructiontechnologyrequirementsareasfollows:templatetemplatePanelselectionandprocessingrequireplatehighstrength,goodtoughnessand第115页'