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1#电缆管井及隧道施工组织设计

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'北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案目录目录1第一部分编制说明5第一章编制说明5第二章编制依据5第三章适用范围5第四章编制目的6第二部分施工部署7第一章工程概况7一、建设地点7二、工程规模7三、工期安排7四、质量目标7五、设计要求7第二章施工部署7一、组织机构7二、项目部组织机构..........................................11三、施工现场平面............................................12四、施工现场的材料管理......................................12五、主要机具使用计划........................................13六、施工进度计划............................................14第三部分主要分部分项工程施工方法............................1654/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案第一章、施工步骤.............................................16第二章、施工方法.............................................16一、施工测量................................................16二、电缆管井及隧道施工...17三、钢筋工程................................................22四、模板工程................................................31五、混凝土工程..............................................35六、砌体工程38七、回填工程39八、质量通病的预防和成品保护................................39第四部分安全生产保证措施41第一章施工前的安全准备工作41一、建立和健全安全保证体系41二、施工前现场的勘察41三、安全管理目标安全方针42四、安全管理制度42第二章施工中的安全管理43一、施工现场保卫工作43二、施工安全技术交底43三、安全检查44四、特殊工种持证上岗44五、土方工程4454/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案六、模板工程45七、钢筋工程45八、凝土工程45九、、“三宝”“四口”防护45十、安全用电46十一、机械设备46十二、现场防火、防爆的消防措施46十三、消防工作管理规则47第五部分文明施工、消防保卫、减少扰民、降低环境污染和噪音措施47第一章文明施工保证措施47第二章消防保卫措施48一、建立保障体系48二、消防保证措施48第三章降低扬尘、减少污染和防止噪音扰民措施48一、降低扬尘、减少污染48二、防止施工噪声污染49第六部分工程半成品和成品保护措施49第一章模板工程49第二章钢筋工程49第三章混凝土工程49第四章砌体工程..............................................49第七部分节约、降低成本措施.5054/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案第一章综合材料节约措施50第二章主要材料节约措施50第八部分突发事故应急预案51一、应急就援组织机构设置51二、应急就援组织机构主要职责及责任划分51三、应急就援物资、设备52四、地下管线破坏.............................................5254/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案第一部分编制说明第一章编制说明本《施工方案》是指导北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井施工的指导性文件。编制时对项目管理机构设置、施工进度计划控制、机械设备及周转材料配备、劳动力组织、主要分部分项工程施工方法、工程质量控制措施、安全生产保证措施、文明施工及环境保护措施、降低成本措施、推广新技术、工程技术资料管理、成本控制、材料采购以及工程回访等诸因素尽可能充分考虑,突出科学性、适用性及针对性,是确保优质、低耗、安全、文明、准确完成全部施工任务的重要经济技术文件。第二章编制依据一、北京鑫业博诚电力设计有限公司的工程施工图纸;二、北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程建设施工合同;建设单位提供的室外管网图;三、本公司质量体系文件(质量手册、程序文件、作业指导书);四、现行国家有关规范、标准和规程《普通混凝土用砂质量标准及检验方法》、《普通混凝土配合比设计技术规定》(JGG55-81);地下工程质量验收规范(GB50208-2002);五、现行北京电力公司有关建设标准、规程、安全管理、质量要求和现场文明施工管理文件;六、施工现场实际情况、施工环境、施工条件的分析;七、本公司现有的劳动力、技术、机械设备能力和施工管理经验。第三章适用范围一、施工范围包括土建施工图纸的全部内容,包括基础结构、电气基础接地等工程。施工过程中,应按建设单位、监理单位、设计单位要求54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案而进行的设计变更、技术处理等。二、其他内容1、施工现场临时设施的布置。2、为保证工程顺利进行而必须采取施工措施和施工工艺。3、施工现场及周围构筑物、道路施工及地下管路的保护,安全和环境保护等措施。第四章编制目的为确保工期、质量及安全,节约成本等需要,编制本施工组织设计,以指导项目部顺利地完成本工程项目的建设。项目部在工程建设过程中应大力推广应用新技术、新工艺、新材料,严格控制工程成本;以确保工期、创建优质工程为目的。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案第二部分施工部署第一章工程概况一、建设地点工程在通州区上营村保障性住房。二、工程规模1、新建电缆管井253米,新建2.0×2.0m现浇砼电力隧道29米;共新建现浇结构电力井11座,分别为:(1)2.0×2.0×5.6m现浇砼直线井2座(4#、6#);2.0×2.0×5.6m现浇砼转角井3座(9#、10#、11#);2.0×2.0×5.6m现浇砼直角井2座(5#、8#);2.0×2.0×6.0m现浇砼直线井2座(3#、7#);(2)2.0×2.0m现浇砼电力隧道29米;(2.0×2.0m隧道三通井2座1#、2#)(3)需建6150玻璃钢管74米;8150玻璃钢管95米;12150玻璃钢管30米;6150热浸塑钢管37米;8150热浸塑钢管14米;所有埋管均做砼包封;三、工期安排:计划开工日期为2012年月日、竣工日期为年月日,累计工期天(以上工期在没有障碍的情况下安排)。四、质量目标:合格。五、设计要求1、开槽后,由甲方组织设计、运行、施工等单位验槽、验筋,验收合格后方能进行下道工序。2、垫层混凝土C15,现浇电缆隧道及管井C30P6,均采用商砼。砌体材料均为MU15普通页岩砖,M10水泥砂浆。3、全线电缆隧道按规范标准回填。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案4、在人孔井口底边20cm处梯子旁边(或梯子下面)安装警示牌,安装位置应避开下井脚踩(蹬)位置。5、电力井盖采用双层五防承重井盖。6、混凝土的施工与养护应按混凝土结构工程施工质量验收规范DBJ01-82-2005)要求进行。第二章施工部署一、组织机构1、施工组织准备为实现工程的优质、高效、安全、文明、低耗的控制目标,本工程由项目经理统一指挥、协调各有关单位之间的关系,确保工程按期顺利完成。项目经理对工程的工期、质量、安全、成本等实施计划、组织、协调、控制和决策,对各生产施工要素实施全过程的动态管理。项目部各管理人员要求持证上岗,各岗位人员在公司的统一领导下严格执行公司下发的各项规章制度;紧密团结在项目经理周围,为工程的圆满完成做出自己应尽的责任;项目部下设1个施工队。本工程所需要的劳动力包括混凝土工、钢筋工、木工、瓦工、低压电工等总计67人。根据施工进度计划随时调整劳动力状况,施工人员进场后由项目部组织人员进场教育并进行考核后上岗。劳动力计划表:单位:人工种按工程施工阶段投入劳动力情况表电缆隧道及管井   电工3   钢筋工20   木工10   54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案焊工2   砼工10   瓦工8   壮工14      合计67    2、现场施工准备(1)施工现场控制网点施工过程中做好测量控制点的保护工作,电缆隧道的定位、测量工作应严格依据图纸给定的横、纵坐标;隧道及井位控制桩在土方开挖前应做好保护。(2)现场“三通一平”1)施工现场:施工现场基本平整。2)修建现场临时道路,在办公室周围修筑场内便道。①供水:本工程施工用水主要为搅拌砂浆及养护使用,施工现场临时用水采用水车供水。②供电:本工程施工用电主要砂浆搅拌、混凝土振捣和施工照明等,用电负荷较小。工地配备一台75kW柴油发电机作为电源;供电线路敷设(三相五线)引至施工工地,配备相应的配电箱及低压动力、照明系统。机械设备及配电箱作保护接地。3、与业主、设计单位、监理的协调工作(1)与业主单位的工作协调54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案1)我们将与业主单位联系,进一步了解业主对工程是否有变更要求,已便同设计单位联系及早作出准备,有利于控制工程进度,及避免返工。2)根据建设单位的进度要求,排出各控制节点和每周进度计划表,安排项目部力量。3)对甲方供应设备、材料,由项目部提出“到货计划表”以便建设单位按施工进度有计划的采购和提供。4)图纸资料及设计变更、安装与设计的有关事项由建设单位协调。5)配合建设单位在施工过程中对质量进行监督检查,邀请建设单位进行现场检查、隐蔽工程验收、安装工程验收等。(2)与设计单位的工作协调1)我们将与设计单位联系,进一步了解设计意图及工作要求,根据设计意图提出我们的施工实施方案。2)主持施工图审查,协助发包方会同设计提出建议完善设计内容和设备物资选型。3)积极配合上级主管部门沟通与设计的联系,向设计方提供需主管部门协助的专项工程,如雨水、污水管道、环保等的相互配合,施工安装、检测等资料,在确保工程质量的前提下尽量缩短施工工期。4)对施工中出现的情况,除按业主、监理的要求处理外,还应积极修正可能出现的设计错误,并会同设计按照总进度与施工整体要求,积极配合各项验收工作,包括部位验收,中途质量验收、竣工验收等。5)协助设计解决诸如因多管道并列等原因引起的标高、几何尺寸的平衡协调工作,协助设计解决不可预测因素引起的地质沉降、裂缝等变化。(3)与监理师工作的协调54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案1)在施工全过程中,严格按照经监理师批准的施工组织设计进行对施工单位的质量管理。接受监理师的验收和检查,并按照监理要求,予以整改。2)所有进入现场使用的成品、半成品、材料均主动向监理师提交产品合格证或质保书,应按规定使用前需进行物理化学试验检测的材料,主动递交检测结果报告,使所用的材料不给工程造成浪费。3)按部位或分项,工序检验的质量,严格执行“上道工序不合格,下道工序不施工”的准则,使监理师能顺利开展工作。对可能出现的工作意见不一的情况,遵循“磋商统一”的原则,在现场质量管理工作中,维护好监理师的权威性。(4)协调方式1)按总进度计划制定的控制节点,组织协调工作会议,检查本节点实施的情况,制订、修正、调整下一个节点的实施要求。2)本项目管理部门以周为单位,提出工程简报,向业主和各有关单位反映,通报工程进度状况及需要解决的问题,使有关各方了解工程的进行情况,及时解决施工出现的困难和问题,根据工程进展,我们还将不定期地召开各种协调会,协助业主协调与社会各业务部门的关系以确保工程进度。二、项目部组织机构(图见附页1)工程项目经理部要以工程项目管理为核心,以优质、高速、安全、文明为主轴,加强动态、科学管理;优化生产要素、精心施工、大力推广先进施工技术,在创质量优良的同时力争提前完成施工任务。工程施工从文件记录控制、材料采购到产品标识、过程控制等执行过程中,认真遵守公司质量保证体系文件,达到创优质高效的目标。1、施工现场项目经理负责本工程对外及对内各专业的协调工作,54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案对工程项目行使计划、组织、协调、控制、监督、指挥职能、全权处理各项事务。项目机构配置工程技术人员、管理人员通过岗位目标责任制和行为准则来约束,共同为优质、安全、高速、低耗地完成项目任务而努力工作。2、项目经理部下设一个施工队和各职能负责人:技术员:主要负责施工现场技术问题,还包括和甲方、其他外线施工的部门协调施工,遇管线交叉时协调和洽商变更的签订。质检员:主负责现场施工巡检,各工序质检等问题。资料员:主负责施工资料的汇总和编制。试验员:主负责现场原材取样复试、试块留置送试。测量员:主负责施工现场管线高程测量和复核。土建工长:主负责保证施工工期、人员调配等问题。安全员:主负责现场安全施工巡检、施工临电、生活区、卫生、消防、保卫、工人安全教育等问题。项目经理3、工程质量保证体系:技术负责人质检员资料员试验员安全员材料员土建工长三、施工现场平面布置(图见附页2)本工程需搭设的临时设施如下:办公室、钢筋加工棚1座、木工加工棚154/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案座、周转材料堆场等。因现场原因工程项目部不设置标准养护室,混凝土、砂浆试块脱模后及时送至试验室进行标准养护。四、施工现场的材料管理1、施工前的准备工作平面规划布置要合理规范。在划分材料堆放位置时,应考虑到施工进入高峰时的材料堆放容量。料场、料库、道路的选择不能影响施工流水作业,减少二次物品的搬运。对临时料库、料棚等制定防潮、防爆、防晒、防损坏等管理措施与要求。2、施工过程中的组织与管理建立健全现场料具管理责任制。现场料具要有严格按平面布置图堆放,划区分片、包干负责,要有责任区、责任人,并设置明显标识、标牌。加强现场平面布置的管理。根据不同的施工阶段、材料资源变化、设计变更等情况,及时调整堆料现场位置,保持道路通畅,减少二次搬运。经常清理杂物和垃圾,保持场地、道路清洁;施工队组负责及时清理自己所施工的工作面,做到“活完料净脚下清”,并及时回收剩余材料。现场材料员和施工工长要随时对施工队进行检查材料的使用情况。3、材料清退及转场(1)根据工程主要部位的进度情况,组织好料具清退与转场。一般在结构施工阶段接近80%左右时,要检查现场存料,估计未完工程用料量,调整原用料计划,削减多余,补充不足,以防止剩料过多。(2)施工垃圾的处理。对于现场的施工垃圾设立分检站做到物品回收、利用并及时清理,汽车运输苫盖后运至甲方指定的垃圾处理场。五、主要机具使用计划1、根据本工程的施工机具需要量情况及现场施工进度要求按照技术先进、经济合理、生产适用、性能可靠、使用安全的原则,54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案分批组织进场,并做好保养和试运等项工作,一些常用的机械及设备配件要有一定数量的储备以便及时替换,保证各种机械正常运转。(1)外购材料均由材料科联系,合格供应商直接送到施工现场,其运输由供应商提供。(2)现场砌筑砂浆使用现场搅拌,混凝土使用商品混凝土,采用混凝土运输车,泵送混凝土。水泥砂浆运输采用翻斗车。(3)工程设置1个砂浆搅拌站、1台JZC350搅拌机;搅拌站应密封有防止扬尘措施。(4)钢筋、木工机械:钢筋加工区设钢筋弯曲机、钢筋切断机、电焊机、钢筋调直机各1台,圆锯1台。(5)其他机械和机具:其他机械主要有插式振捣器、平板振捣器、蛙夯机、炮锤、风镐及施工测量器材等。2、机械使用计划表机械使用计划表序号名称型号数量额定功率(KW)1木工圆盘锯YS100142打夯机VT20501103插入式振动器HZ6—5031.14钢筋弯曲机145钢筋切断机GQ4012.26钢筋调直机JJ12—1.5137交流电焊机BX3-500-11258挖掘机29运输车2六、施工进度计划(附本工程施工进度计划表)1、加强施工计划管理54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案(1)加强计划管理工作是保证施工工期,提高质量的重要环节,首先要抓好材料计划供应工作,认真编制日、月供应计划,紧扣总进度计划,并予以严格实行,对于材料的超脱均须进行分析,制订应急措施,以确保工期计划的完成,其次组织协调各班组工作,不定期召开各班组组长碰头会,使各种之间互相协作配合和顺利衔接。(2)掌握和控制施工进度,及时进行人力、物力的平衡调度,保证施工按计划正常进行。2、调整施工进度(1)如果工期不符合要求,应改变某些分项工程施工方法,调整和优化工期,使其满足进度控制目标要求。(2)如果资源消耗不均衡,应对进度计划初始方案进行资源调整。如网络计划的资源优化和施工横道计划的资源态曲线调整。及时同相关施工单位互通信息,掌握施工动态;协调内部各专业工种之间的工作,注意后续工序的准备,布置工序之间的交接,及时解决施工中出现的各类问题。3、制订施工进度控制实施细则(1)编制月、旬和周施工作业计划;(2)落实劳动力、原材料和施工机具供应计划;(3)协调同设计单位和施工班组关系,以便取得其配合和支持;(4)协调同业主的关系,保证其供应材料和图纸及时到位;(5)跟踪监控施工进度,保证目标实现。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案第三部分主要分部分项工程施工方法第一章、施工步骤一、首先由甲方给定水准点和高程点,项目部组织测量人员校核控制点。在做好施工准备工作后,测量放样放出电缆隧道开挖线,槽底以结构外皮面为准,结构两侧分别预留80厘米工作面,基槽开挖过程中,在管线位置安设警示标志,设专人看守和指挥,发现险情要立即上报并作出妥善处理。如有跨越基槽的地下管线要对旧管线进行加固,加固采用刚性悬吊,以工字钢作为悬吊梁,用可调节的圆钢吊杆和型钢横担作吊架。施工过程中要经常进行观测检查,拉紧吊杆,保证施工安全。基槽成型后人工清槽,槽底预留20厘米的防超挖土层,严禁超挖,请监理验槽后方可浇筑电缆隧道垫层砼,浇筑时用平板式震捣器全面振捣;垫层砼强度达到施工要求后,做电缆隧道的定位放线工作,经验线合格后,进行底板筋绑扎,墙体钢筋绑扎,做好隐检手续。支模至施工缝,浇筑底版混凝土至施工缝处。预留止水槽,放止水条,做好隐检手续。绑扎墙身及顶板钢筋、支模;浇筑完顶板及墙身后,最后进行回填土施工。二、工程所需的踏步、积水坑篦子、拉力环以及电缆吊架,提前与厂家交底订货。三、电缆隧道及管井施工流程:土方开挖→垫层混凝土→定为位放线→钢筋混凝土底板绑筋→底板支模→底板砼浇筑→隧道及管井支内模→隧道及管井墙体及顶板钢筋绑扎→隧道及管井支外模→墙体及顶板砼浇筑→隐蔽工程验收→土方回填→竣工验收第二章、施工方法54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案一、施工测量1、控制点检测从业主接桩后,用经纬仪、全站仪和水准仪对导线点进行检测。2、导线点增设(1)沿线布点:对业主单位所交控制点及资料进行复测校核,确认无误后方可进行控制点加密,根据本工程的特点及地理环境和现有的测量依据进行控制点加密以满足施工需要。(2)布设原则及施测方法:由于业主交桩平面控制点为一级、二级导线点,所以加密导线采用三级导线,布设附合导线,执行《工程测量规范》(GB50026-93)技术规范所规定的三级导线标准,平均边长100m,测角中误差12″,测距相对中误差1/7000,方位角闭合差24(N)1/2。3、水准点增设:水准点增设采用附合测量,限差控制±30(L)1/2mm,采用水准仪往测一次,水准尺为双面尺。二、电缆隧道及管井施工1、施工流程测量接桩→测量放线→土方开挖→测量复核→垫层砼浇筑→底板钢筋绑扎及支模→底板砼浇筑→清理凿毛→侧墙及顶板钢筋绑扎及支模→砼浇筑→回填土2、土方开挖按照设计高程进行土方开挖,根据土质情况放坡,基底每侧比结构宽出80cm,作为工作面。开挖完毕后,核对土质是否与设计资料相同,然后会同设计、勘察、监理等有关部门验槽。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案土方开挖深度超5米(含5米),应做专家论证,5米至3米以下应做边坡稳定性计算。(1)施工准备1)、主要机具:挖土机、打夯机、铁锹、手推车、小白线和钢卷尺等。2)、作业条件:①土方开挖前,应根据施工方案的要求,将施工区域内的地下管线探测清楚,地上障碍物清除和处理完毕。②构筑物的位置的定位控制线(桩)、标准水准点及开槽的灰线尺寸,必须经过检验合格;并办完报验手续。③夜间施工时,应有足够的照明设施;在危险地段应设置明显标志,并要合理安排开挖顺序,防止错挖或超挖,随时抄侧高程。④在机械施工挖土槽底预留20cm土层,由人工清槽。(2)操作工艺1)工艺流程:测量放线监理验线撒开挖白灰线机械进场开挖测量高程清理槽底验槽2)坡度确定:根据现场土质情况放坡。①各类土的边坡坡度边坡坡度(高:宽) 坡顶无荷载坡顶有静载坡顶有动载中密的砂土1:1.001:1.251:1.50硬塑的轻亚粘土1:0.671:0.751:1.0054/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案中密的碎石类土1:0.501:0.671:0.75硬塑的亚粘土、粘土1:0.331:0.501:0.67老黄土1:0.101:0.251:0.33②在同一基坑内,如各层土质不同应根据土质进行不同放坡,其边坡可成折线形。(3)施工方法步骤1)本次采用反铲挖土机开挖基槽,其施工方法为:端头挖土法:挖土机从基槽的端头以倒退行驶的方法进行开挖。自卸汽车配置在挖土机的两侧装运土。2)挖土机沿挖方边缘移动时,机械距离边坡上缘的宽度不得小于基槽深度的1/2。3)开挖基槽时,应合理确定开挖顺序、路线及开挖深度。4)土方开挖宜从上到下分层分段依次进行。随时作成一定坡势,以利泄水。5)在开挖过程中,应随时检查槽壁和边坡的状态。深度大于1.5m时,根据土质变化情况,应做好基槽的支撑准备,以防坍陷。6)开挖基槽,不得挖至设计标高以下,如不能准确地挖至设计基底标高时,可在设计标高以上暂留一层土不挖,以便在抄平后,由人工挖出。开挖过程中,严禁出现超挖现象,测量人员必须坚守岗位,开挖至接近槽底时,测量人员要随时控制高程,暂留土层:挖土机挖土,为20cm左右为宜。7)在机械施工挖不到的土方,应配合人工随时进行挖掘,并用手推车把土运到机械挖到的地方,以便及时用机械挖走。8)54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案修帮和清底。在距槽底设计标高20cm槽帮处,抄出水平线,钉上小木橛,然后用人工将暂留土层挖走。同时由两端轴线(中心线)引桩拉通线(用小白线),检查距槽边尺寸,确定槽宽标准,以此修整槽边。最后清除槽底土方。9)槽底修理铲平后,进行质量检查验收。如果局部土质不良,经设计与有关部门同意后,可根据确定的处理方案采取基槽处理。10)开挖基槽的土方,在场地没有条件堆放时,一定要及时一次运走(随挖随运),应避免二次搬运;有堆放条件时,应距离边坡2米以外堆放,避免因堆放土方对边坡产生的压力引起塌方。(4)质量标准1)保证项目:柱基、基坑、基槽、管沟和场地的基土土质必须符合设计要求,并严禁扰动。2)允许偏差见下表:沟槽允许偏差(mm)序号项目允许偏差mm检验频率检验方法范围点数1槽底高程0,2020m2用水准仪测量2中线每侧宽度±502挂中心线,用尺量每侧计3点3沟槽边坡不陡与规定2用坡度尺检验,每侧计3点(5)成品保护1)对定位标准桩、轴线引桩、标准水准点等,挖运土时不得撞碰。并应经常测量和校核其平面位置、水平标高和边坡坡度是否符合设计要求。定位标准桩和标准水准点也应定期复测和检查是否正确。2)土方开挖时,应防止邻近构筑物、54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案道路发生下沉和变形。必要时应与设计单位或建设单位协商,采取防护措施,并在施工中进行沉降或位移观测。3)施工中如发现有文物或古墓等,应妥善保护,并应及时报请当地有关部门处理,方可继续施工。如发现有测量用的永久性标桩或地质、地震部门设置的长期观测点等,应加以保护。在敷设有地上或地下管线、电缆的地段进行土方施工时,应事先取得有关管理部门的书面同意,施工中应采取措施,以防止损坏管线,造成严重事故。(6)应注意的质量问题1)基底超挖:开挖基槽均不得超过基底标高。如个别地方超挖时,其处理方法应取得设计单位的同意,不得私自处理。2)轴线偏移:随时用经纬仪和钢尺检查轴线,如偏移,则扩大基坑宽度,保证轴线位置。3)基底未保护:基槽开挖后应尽量减少对基土的扰动。如基础不能及时施工时,可在基底标高以上留出0.2m厚土层,待做基础时再挖掉。4)开挖尺寸不足;基槽底部的开挖宽度,除结构宽度外,应根据施工需要增加工作面宽度。(7)质量记录:应具备以下质量记录:1)测量放样单。2)隐蔽工程检查记录。3)工程质量检验评定表。4)在施工程的业主、监理所要求的其它记录。(8)安全、环保措施1)安全操作要求:①施工人员正确佩戴安全帽。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案②挖土机司机、电工等操作人员必须持证上岗,严禁酒后操作或带病作业。③基槽深度超过1.5m时,必须按规定放坡或做可靠支撑,并设置人员上下坡道或爬梯。基坑开挖后,坑四周应及时设安全防护栏杆,并采用钢围档或密布网封挡。④夜间施工时,必须配备足够的照明,并设专职电工值班,非电工人员严禁随便拉线、接线。⑤基槽边堆土高度不得超过1.5m,堆土距沟槽边大于2m。⑥设专人指挥机械施工。⑦严禁在机械的运行范围内停留,机械行走前应检查周围情况,确认无障碍时鸣笛操作。2)环保措施:①施工现场和道路洒水降尘。②土方运输时,土的最高点不得超过运输车槽帮上沿50cm,边缘低于槽帮上沿10cm,人工拍土,并必须封闭、覆盖,不得沿途泄露、遗洒,卸土时采取有效措施,以防扬尘。③车辆进出场时,由专人对车轮进行清洗。④尽量减少机械鸣笛等人为造成的噪音。三、钢筋工程(1)钢筋工程是结构工程质量中的重要一环,要把住材质、加工、绑扎的质量关和成品保护关,施工前要熟悉图纸,学习技术交底,施工过程中要跟踪质检,确保钢筋工程的质量。本工程的钢筋由各分部作业队集中加工,成品及半成品运至施工现场绑扎。1)材质要求54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案①钢筋进场应有出厂质量证明书或厂方试验报告单,钢筋进场时必须检查出厂质量证明书,出厂证明书不齐全或没有证明书不予进场。对进场钢筋,试验员按现行国家标准的规定,对钢筋作全面试验检查,严把质量关,试验内容包括:拉力试验,冷弯试验,并应分批取样,每批重不大于60吨。钢筋抽取试样后,分类、分批做机械性能试验,力学性能试验,如试验中发现钢筋脆断,如试验不合格,必须坚决退货,不合格的钢材不准进入施工场地,试验合格后方可使用。②外观检查:钢筋表面或每捆(盘)钢筋均有标识,钢筋表面不得有裂纹、折痕和锈蚀现象。③钢筋取样:由试验员根据试验操作规程及见证取样要求进行。④钢筋存放与运输2)施工现场设置钢筋加工区,钢筋加工区应划分原材料堆放区、加工区、成品堆放区,成品钢筋按使用部位打成捆,整齐堆码在方木上,并作好标识。堆放场地应选择地势较高处,下设垫块,使钢筋高于地面30cm,原材钢筋及成品钢筋均应用塑料布盖好,以防淋雨生锈;钢筋堆放须按不同规格等级分别堆放,并设立标牌,且避免同酸、盐、油类等物品一起堆放,以免污染。成品钢筋直接用车辆或小推车在吊车的配合下运输到施工现场。(2)施工前准备1)核对图纸、配料单、料牌以及实物在钢号、规格、尺寸、形状、数量上是否一致,如发现问题及时解决。2)清理好砼基层,如有松散不实之处,要剔除到位并清理干净。3)测量员放样,弹好控制线,项目技术人员及时审核验线。4)熟悉图纸,确定研究好钢筋绑扎安装顺序,绑扎复杂结构节点部位时,应54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案先根据钢筋穿插就位的顺序,与模板工联系讨论支模和绑扎钢筋的顺序,减少绑扎钢筋的困难,并做好技术交底。5)按钢筋下料单下料,特别注意箍筋的弯曲半径。6)准备20或22号扎丝,用于绑扎钢筋。准备混凝土垫块。7)购买成品的塑料垫块。(3)钢筋加工及质量要求1)施工人员拿到翻样料单并核对无误后,按料单截料加工,下料时应统筹考虑,长短结合,注意提高钢筋的利用率。已加工的钢筋成品要按施工分段和构件名称编号堆放,并有明显标志,注明应使用的构件名称、部位、钢筋型号、尺寸、直径和根数。钢筋按设计尺寸和形状全部采用机械加工弯制。钢筋下料严格执行配料单制度,项目填写完整准确,翻样必须严格按图纸及规范要求进行,下料前必须按照施工图纸进行复核无误,审核人签字确认后方可下料。筋下料后,应对同批同类尺寸的钢筋进行第一批检查,第一批下料钢筋符合要求,检查合格后,第二批才可继续下料加工。2)钢筋加工的形状、尺寸必须符合设计要求,钢筋的表面应洁净、无损伤、油渍、漆污和铁锈等,如果有应在使用前清除干净,带有颗粒状或片状老锈的钢筋不得使用。3)钢筋的连接方式为绑扎接头。4)钢筋应平直,无局部曲折。5)钢筋的断口不得有马蹄形或起弯现象。钢筋下料长度不允许偏差超过±10mm。6)钢筋加工的允许偏差见表钢筋加工允许偏差54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案序号项目允许偏差mm检验频率检验方法范围点数1冷拉率不大于设计规定每根(每一类型抽查10%且不小于5根)1用尺量2受力钢筋成型长度+5,-1013弯起钢筋弯起点位置±201弯起高度0,-1014箍筋尺寸0,-32用尺量,宽高各计1点(4)操作工艺1)底板、侧墙及顶板钢筋绑扎施工工艺流程:钢筋翻样→钢筋加工→板下层钢筋划线→短线钢筋摆放→绑筋→绑梯子筋→绑上层钢筋→隐检→砼浇筑2)钢筋的连接和绑扎①将井底板钢筋绑扎好钢筋绑扎时应严格按照规范和设计要求进行施工,网片筋的最外两排要满绑,内部可隔一绑一,呈梅花形。受力钢筋的接头在同一截面内应相互错开,保证接头面积小于总截面积的50%,钢筋绑扎时钢筋的锚固长度为35d、搭接长度为45d,梁钢筋保护层厚度为35mm,墙板钢筋保护层迎水面为50mm,背水面为25mm。②摆放钢筋时要根据所弹轴线,先用粉笔按设计间距依次标出钢筋的位置,必须保证钢筋骨架绑扎牢固、不变形。绑扎时要在适当位置放置合格的保护层垫块,禁止用砖头、石子或其它材料做垫块,侧壁的垫块要与主筋绑扎牢固、紧贴模板,并保证保护层的厚度。③钢筋的交叉点应用铁丝扎牢,采用间距为400mm梅花绑扎法。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案④板和墙的钢筋网,除靠近外围两行的相交点全部扎牢外,中间部分交叉点可间隔交错扎牢,但必须保证受力筋不产生偏移,不绑扎的交叉点数量不应大于交叉点总量的10%;双向受力的钢筋必须全部扎牢。⑤钢筋搭接处,应在中心和两端用铁丝扎牢。⑥搭接长度的末端距钢筋弯折处,不得小于钢筋直径的10倍,接头不得设于构件最大弯矩处。⑦绑扎网和绑扎骨架外型尺寸的允许偏差应符合下表。钢筋成型与安装允许偏差序号项目允许偏差mm检验频率检验方法范围点数1受力钢筋间距墙、板、梁±10每仓2在任意一个断面连续量取钢筋间(排)距,取其平均值计1点基础±2022受力钢筋排距±543箍筋及构造间距焊接±105连续量取5档,其平均值计1点绑扎±204保护层厚度基础±156用尺量54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案梁±56板、墙±365预埋插筋位置366长度±156⑧受拉钢筋绑扎接头的搭接的搭接长度应符合下表规定,受压钢筋绑扎接头的搭接长度为受拉钢筋绑扎接头搭接长度的0.7倍,且其搭接接头应相互错开,相邻两根钢筋搭接接头至少间距50mm。钢筋类型搭接倍数Ⅰ级钢筋38d月牙纹Ⅱ级钢筋54d⑨安装钢筋时,配置的钢筋级别、直径、根数和间距均应符合设计要求。绑扎的钢筋网和钢筋骨架,不得有变形、松脱和开焊现象。钢筋变形的允许偏差应符合钢筋成型与安装允许偏差⑩电缆井在开孔处及各种截面交叉处应按照图纸设计要求增设加固筋。钢筋绑扎完毕后,班组要进行自检,经工长和质检员复验合格,并由工长填写分项评定,报请监理工程师隐蔽验收,会同甲方、监理共同验收合格后办理有并签字手续。验收合格后方可进行下一道工序。(5)钢筋连接1)绑扎搭接、除图纸所示或监理工程师同意(当无焊接条件时,且钢筋直径小于等于25mm)外,一般不宜采用。绑扎搭接长度不小于规范规定。在受拉区,光圆钢筋设180℃弯钩。带肋钢筋不设弯钩,但搭接长度要增加20%;在受压区,对于直径为12mm以下的光圆钢筋,以及轴心受压构件内的任何直径54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案的纵向钢筋,均不需设弯钩,但接头的搭接长度均不得小于30倍的钢筋直径。搭接部分在三处绑扎,即中点及两端,采用直径0.7-1.6mm的软褪火铁丝。2)在构件任一有钢筋搭接的区段内,搭接接头的钢筋面积,在受拉区不得超过其总面积的25%,受压区不得超过总面积的50%。上述区段长度不小于35d(d为钢筋直径),且不小于50cm。同一根钢筋,相邻两接头距离,应不小于上述的搭接截面的最小距离的1.3倍。钢筋搭接点至钢筋弯曲起始点的距离不小于10倍钢筋直径。3)钢筋绑扎时,应注意绑扎位置。精细测量放线位置,并执行复核检验。(6)钢筋的支承及固定1)在模板内安装钢筋时,应位置准确,为保证底模与钢筋之间有一定厚度保护层,在钢筋下面垫以预制好的砼垫块(或塑料垫块),并用预埋在垫块中的铁丝绑在钢筋上,以免浇筑砼时发生移动。上下层钢筋间的净距可在钢筋之间垫以短钢筋,钢筋与侧模之间的净矩用预制砼块控制,但应注意配置在同一截面内的砼块要相互错开,以免把砼受拉区域截断,垫块间的距离采用0.7m-1.0m(不大于1.2m)。不得用卵石、碎石或碎砖、金属管及木块作为钢筋的垫块。2)钢筋网片间或钢筋网格间,相互搭接时要保持强度均匀,且在端部及边缘牢固地绑扎。边缘搭接长度不小于一个网眼宽度。3)任何构件内钢筋的安装、支承及固定,须经监理工程师检查认可同意后方可浇筑砼。(7)质量标准1)钢筋的规格、形状、尺寸、数量、间距、锚固长度必须符合设计要求,钢54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案筋表面必须清洁物无锈蚀。2)焊接接头按规定取试件,接头机械性能试验结果必须符合钢筋焊接及验收规范规定。3)同一截面搭接钢筋截面面积,不得超过总截面面积的50%,搭接接头中间及两端各绑扎一道,接头错开长度不小于35d。4)箍筋弯钩朝向正确,弯钩角度为135度,弯钩平直长度应为不小于3d。5)钢筋弯起点位置与设计位置误差不得大于2cm。6)受力钢筋保护层基础误差不得大于10mm,水平高差不得大于5mm,墙板误差不得大于3mm。7)箍筋构造间距:如绑扎的不得大于20mm,如焊接的不得大于10mm。8)受力钢筋间距误差不得大于10mm,排距不得大于5mm,(用尺量两端、中间各一点,取其最大值)。9)绑扎钢筋的缺扣、松扣数量不得超过绑扣数的10%,且不应集中10)按照设计及规范要求进行配料、成型,钢筋表面应平直、干净、无损伤、油渍、漆污及片状老锈等缺陷,钢筋的弯折应满足I级钢筋作180°弯钩时,弯曲直经应不小于2.5d,成型钢筋的尺寸、弯折位置、平直长度、弯折角度均应控制在规范允许的范围之内,对不合格半成品严禁用到工程上。(9)成品保护1)成型钢筋应按指定地点堆放,用垫木垫块摆放整齐。2)底板上、下层钢筋绑好后,支撑要绑牢固,防止其他工种操作时蹬踩变形。3)绑扎钢筋时严禁碰动预埋件及洞口模板,如碰动应按设计位置重新固定牢固。4)应保证预埋管线位置准确,如线管与钢筋冲突时,可将钢筋沿水平方向弯54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案曲,以确保保护层尺寸,严禁任意切断钢筋。5、支设模板和浇筑混凝土时不允许移动和碰撞钢筋。(10)安全防护1)进入施工现场的作业人员必须正确戴好安全帽。2)在施工现场的必要位置如基坑四周设安全防护网。3)钢筋下料及加工机械操作人员必须经过专门培训,掌握一定的机械及电工专业知识,并且实施定机、定人制度,严格遵守操作规程。4)所有用电机械均要执行现场施工用电技术要求,不得私自违章操作。(11)规范要求:加工钢筋的允许偏差项次检查项目规定值或允许偏差检查方法1受力钢筋顺长度方向加工后全长±10按受力筋总数30%抽查2弯起钢筋各部分尺寸±2030%抽查3箍筋,螺旋筋各部分尺寸±5每构件检查5~10个间距钢筋安装检查项目项次检查项目规定值或允许偏差检查方法和频率1两排以上排距±554/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案受力钢筋间距(mm)每构件检查2个断面,用尺量同排梁板、拱肋±10基础、锚碇、墩台、柱±20灌注桩±202箍筋,横向水平钢筋、螺旋筋间距(mm)0,-20每构件检查5-10个间距3钢筋骨架尺寸(mm)长±10按骨架总数30%抽查高、宽或直径±54弯起钢筋位置(mm)±20每骨架抽查30%5保护层厚度(mm)柱、梁、拱肋±5每构件沿模板周边检查8处基础、锚碇、墩、台±10板±3四、模板工程:考虑该工程的特点,我们分二次支护模板,在距离底板上表面300mm处留置施工缝一道。(1)模板用料及模板支撑体系:模板采用12mm厚竹胶板,采用钢木(竹胶板)组合模板体系,支撑体系采用钢管脚手架配合。钢木(竹胶板)组合模板体系的优越性是浇筑的砼质量好,表面光滑平整。1)钢木(竹胶板)组合模板体系的优点是:板面尺寸大,接缝严密,浇筑的砼表面光滑平整、接缝少、不漏浆,二是工效高,钢木模板单位面积重量小,搬运省力;板面光滑,易脱模;板面尺寸较大,模板配件少,装拆简单;模板刚度大,支撑简单。2)54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案模板支设交接处采用平口贴止浆条,务必交接严密,尺寸准确,模板光滑平整,争取达到清水砼标准。3)顶板支撑选用满堂红钢管脚手架,这种体系承载力大,间距布置灵活,高度调节范围也较大,支撑头选用可调U型托。支撑间距控制在600×600mm左右,(2)模板施工1)模板支设前应先将垫层上杂物清理干净,并在垫层上放出模板边线。2)根据构件的断面尺寸确定模板的组合模数,对于不够模数的用木模补充,严格控制拼缝宽度和表面平整度。3)支立底板模板,并进行加固。4)模板与垫层以及模板与模板之间必须加垫海绵条一道,以防止砼漏浆。5)有变形或表面损伤的模板不准直接用到工程上。6)拼装模板前要派专人将模板边框上的旧海绵条及砂浆清理干净,并将新海绵条粘好,角模与模板连接处还要粘上一层胶带纸。在模板支设施工前,模板内侧满涂一层隔离剂。7)然后进行班组自检,自检合格后由工长、质检员复验,最后报甲方及监理单位验收,验收合格并办理有关手续后方进行下道工序施工。(3)模板拆除:砼在达到设计强度30%以后可拆除非承重模板,在达到设计强度100%以后,方可拆除承重构件模板。拆下的模板及时清理粘连物,涂刷脱模剂,分类堆放,拆下的扣件及时收集管理。(4)模板质量保证措施:1)支撑系统要固定,板缝拼接紧密并用防水胶绵塞缝,确保模板不变形,不漏浆。穿墙螺栓及止水环均应按设计要求安装到位。2)竹胶板应认真刷脱模剂,以保证增加周转次数。3)拆模时不能硬砸乱撬,不能乱抛,防止模板变形损坏。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案4)拆模后要认真清理,及时修复,分类摆放。(5)模板安装质量要求表模板允许偏差(mm)序号项目允许偏差mm检查频率检验方法范围点数1轴线位置底板10每仓2用经纬仪和尺量墙、梁52高程±52用水准仪测量3平面尺寸底板±104用尺量,长宽各记2点4截面尺寸顶板±34用尺量,墙(板)厚、高(宽)各记2点墙、梁±34用尺量,墙(板)厚、高(宽)各记2点5垂直度52用垂线检验6表面平整度钢模34用2米直尺检验木模57相邻板高差24用尺量8预埋件(洞)中心位置预埋件3每1用尺量54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案个预留洞5现浇钢筋混凝墙模板允许偏差表序号项目允许偏差检验频率检验方法行业标准地方标准企业标准范围点数1相邻两板表面高差刨光模板钢模板≤2≤2≤2每20延米4用钢尺检测不刨光模板≤4≤4≤42表面平整度刨光模板钢模板3334用2m直尺量不刨光模板5553垂直度0.1%H且≯60.1%H且≯60.1%H且≯62用垂线或经纬仪检测4模内尺寸+3,-5+3,-5+3,-53用钢尺长、宽、高各一点5轴线位移≤10≤10≤102用经纬仪测量纵、横向各一点54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案6顶面高程+3,-5+3,-5+3,-51用水准仪测量五、混凝土工程(1)砼浇筑验槽合格后,并经驻地监理工程师和试验监理工程师认可后可进行砼垫层的施工;垫层强度达到5MPa后,即可绑扎底板钢筋、支立底板模板,浇筑砼。浇筑施工中,应注意以下问题:1)应由远而近,且沿短轴方向平行浇筑。同一区域内的砼,浇筑水平结构时,不得在同一处连续布料,应在2~3m范围内水平移动布料。砼由高处落下的高度不得超过2m,超过2m时采用导管或溜槽。导管或溜槽应保持干净,施工过程中要避免砼发生离析。2)砼高度控制,施工时采用水准仪定点测平,用小白线严格控制浇筑标高和平整度。3)在砼浇筑完毕初凝后,及时进行覆盖洒水养护。4)砼初凝之后,模板不得振动,伸出的钢筋不得受力。(2)砼振捣1)砼的振捣必须有专人负责,严格按规定操作,振捣应在浇筑点和新浇筑砼面上进行,配备砼插入式振捣器和平板式振捣器,砼底板、边墙等采用插入式振捣器振捣,结构底板和顶板采用平板振捣器,插入式振捣器振捣辅助振捣。2)振捣器操作时,做到“快插慢拔”54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案,以免产生空洞。在一处位置上振20~30秒,振捣时成行列式前进,前后位置和排与排之间相互搭接应不少于30~50mm,防止漏振。分层浇筑时,振捣上一层应插入下层中5cm左右(且要在上层砼初凝前进行)以保证新浇筑砼与已浇筑砼结合良好,插进时避免振捣棒碰撞模板、钢筋及预埋件。3)用插入式振捣器,对于底板等应为斜向振捣,入棒与砼表面成40°~45°左右,对于墙等应垂直落棒,从而防止卡棒,破坏钢筋、模板等。插入式振捣器移动间距不得超过有效振动半径的1.5倍。不能在模板内利用振捣器使砼长距离流动或运送砼以致引起离析。4)在振捣过程中要派专人看护模板,防止出现涨模现象,拆模后要对模板接缝处用劈灰刀进行修饰,使其表面光滑。5)砼振捣密实的标志是当砼表面呈水平且不再显著下沉,无气泡再冒出,表面呈平坦、表面泛浆。6)砼浇筑时必须由木工看模,防止出现跑模现象;钢筋工看筋,及时进行扶正、纠偏,防止移位,发现问题及时处理。7)砼捣实后1.5-24h之内不得受到振动。8)底板砼浇筑至设计标高后,应在砼初凝前后适时用木抹子磨平搓毛两遍以上,搓平压光。水平结构混凝土表面,应根据后续施工要求决定是否采用铁抹子压光。9)严格控制标高和坡度,由工长和质检员共同检验。(3)砼养护 砼浇筑完成后、强度达到1.2Mpa时即开始进行养护。(4)试验1)54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案根据《预防混凝土工程碱集料反应技术管理规定(试行)》(京建科[1999]230)规定,严格按设计规定部位砼等级施工。技术部在施工前要进行详细技术交底,同时质检、技术人员在现场监督,使工人严格按要求施工。每次浇筑砼试验人员对现场砼质量随时抽查,若砼由于堵车,堵泵等原因,而使砼超过初凝时间,拒绝使用并退回搅拌站。2)试验员对现场砼随时抽查砼的和易性、坍落度,每工作班至少两次,现场随机取样制作抗压、抗渗试块,按规范标准取样试验,砼浇筑必须留设同条件试块,作为拆模的依据。浇筑砼前应书面通知监理及相关单位,做好见证试验,保证工程按计划进行。(5)施工机具、劳动力配置现场配置平板振动器、插入振捣棒、木抹子、雨靴、绝缘手套等。工人必须持有上岗证。(6)质量标准砼结构构件拆模后,从外观上看,应无漏筋、裂缝、孔洞大面积麻面、蜂窝、气泡和加渣等明显缺陷,预留孔洞应通畅无堵塞。符合国家验评标准。见下表砼基础检查项目项次检查项目规定值或允许偏差检查方法和频率1砼强度(Mpa)在合格标准内按JTJ071-98附录D检查2平面尺寸(mm)±50用尺量长、宽各3处3基础底面高程(mm)土质±50用水准仪测量5-8点石质+50,-20054/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案4基础顶面高程(mm)±30用水准仪测量5-8点5轴线偏位(mm)25用经纬仪检查纵横向各2点人(手)孔的检查项目项次检查项目规定值或允许偏差检查方法1砼及砂浆强度(Mpa)在合格标准内见《公路工程质量检验评定标准》(JTJ071—98)附录D、F2轴线偏位(mm)50经纬仪:每个检查3圆孔直径或方孔长度(mm)+20,-0尺量:每个检查4井盖与相临路面高差(mm)0~-4水准仪,水准尺:每个检查六、砌体工程1、技术要求砌筑材料应按规定的质量标准及出厂合格证进行验收,同时现场取样送检,合格后方可使用。砌筑前应按照设计要求,做好砂浆配合比,施工中严格按配合比集中拌制砂浆,并做砂浆试块强度试验。2、砌筑工程的施工准备(1)装卸砌块时,应堆放整齐,严禁倾卸丢掷。(2)54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案砌块堆放应符合要求:砌块的堆置高度不宜超过1.6m,垛与垛之间应留有适当的通道。(3)砌体施工前,应先将砌筑面抄平,然后按图纸放出轴线。3、操作工艺(1)砂浆采用机械拌合,手推车上料,磅称计量。人工手推车作水平运输。(2)根据试验提供的砂浆配合比进行配料称量,水泥配料精确度控制在2%以内;砂等配料精确度控制在±5%以内。原材料要计量准确、车车过称;投料顺序为砂子→水泥→水。(3)砂浆搅拌的最短时间根据施工规范要求确定搅拌时间不应小于3分钟。4、内外墙抹灰(1)本工程抹灰工程主要工序为阴阳角找方→设置标筋→分层赶平→修整。表面要求压光,洁净、颜色均匀、线角圆顺、清晰美观、无抹纹,不能有砂粒外露、表面粗糙现象。必须经过有关部门进行结构验收合格后方可进行抹灰工序。抹灰前,用水泥砂浆分层抹平。墙体表面的灰尘、污垢和油渍等应清除干净,并洒水湿润。抹灰必须保持其垂直度及平整度。七、回填工程(1)砼经养护,砼强度达到设计强度后,并经检查合格后,进行基槽的回填工作。(2)材料使用素土或监理工程师批准的材料。(3)所有填土都应夯实或碾压,在砌体两侧应分层、对称回填,全部密实度不小于95%。九、质量通病的预防和成品保护(1)质量通病施工项目常见质量通病预防措施处理方法54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案土方开挖基底超挖挖土机要随时检查标高换填或与设计联系处理方法回填土回填土下沉严格遵守质量标准要求的密实度视下沉原因进行处理钢筋绑扎钢筋变形骨架绑扎时注意绑扣方法不用一面顺扣,用部分反十字扣箍筋间距不合要求施工中减少对钢筋的碰撞合模前进行修整模板安装跑浆浇筑前进行检查重新支立,减小缝隙砼浇筑表面蜂窝、麻面振捣充分1:2~1:2.5砂浆抹严(2)成品保护1)土方工程:对各种控制桩进行保护,严防碰撞。对控制桩进行定期复测和检查是否正确。严防基底受水浸泡。2)回填土工程:严格控制回填土标高。3)模板安装:避免碰撞控制标高。4)钢筋绑扎:刷脱模剂时不得污染钢筋,操作人员不得任意踩踏钢筋。5)砼浇筑:注意砼养护,保护好预埋件。第四部分安全生产保证措施第一章施工前的安全准备工作一、建立和健全安全保证体系项目经理部建立以项目经理为负责人的安全生产责任制,项目部工程技术人员、施工队班组长为骨干的安全生产保证体系。工程安全员负责编制安全技术措施、各班组长负责带领班组人员进行实施。安全员每周进行一次安全例会,做到宣传上级的安全指示,通报上一周工程施工过程中存在的隐患情况和整改情况,确保施工安全的重点,对季节施工、环境变化做出指示并制订相应对策。组织机构框架图54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案项目经理工长安全员材料员资料员试验员技术负责人质检员二、施工前现场的勘察本工程施工前由安全员组织、管理人员参与对将要施工的区域、周围设施、道路、高压线路等进行必要的安全勘察,特别是影响高空作业、起重吊装作业及可能造成影响工程正常施工情况做出充分的安全考虑。结合勘察情况及施工作业期限,根据本工程的施工现场平面图及现场实际情况制定出有针对性的安全、技术措施方案。安全措施:本工程设有前方施工标志牌、车辆慢行标志牌及道路指向54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案标志牌,,施工地点采用锥形交通标志临时围档,破开路面周围用硬质围挡防护,以防止行人、车辆穿行。在弯路出设有交通引导旗手。夜间施工时设有施工警告爆闪灯。三、安全管理目标及安全方针:(1)安全方针:安全第一,预防为主,综合管理。(2)安全目标:“不发生一般以上人身伤亡事故、不发生坍塌机械伤害事故、杜绝物体打击事故、杜绝机械伤害事故、不发生触电事故、不发生重大责任交通事故、不发生管线断裂事故、不发生食物中毒气体中毒火灾重大事故、消灭违章作业、消灭违章指挥、消灭关键事物无环境污染及严重扰民事件、争创无违章工地”。四、安全管理制度(1)安全工作责任制度建立以项目经理为组长,专业人员及施工队负责人参加的工地安全监察领导小组,从而为安全生产工作提供保障。坚持安全生产“五同时”,实施全方位、全过程安全管理,将安全工作责任落实到人。(2)安全措施编制审批制度各分部工程、近电作业等有关施工安全技术措施,必须经公司安全科及总工批准后执行。(3)安全用电管理制度施工现场的临时电源和所用的用电设备应由专职电工和安全员进行经常性的检查和每周不少于一次的定期检查,电气设备、配电箱必须有良好的接地保护,漏电保安器必须灵敏有效。(4)安全施工检查制度项目经理组织有关部门每月进行一次工地检查。专职安全员负责工地的日常安全监督、检查工作,各队安全员配合队长搞好施工过程中的安全检查工作。(5)安全工作例会制度54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案项目经理部每两周召开一次有专职安全员、工程技术员和施工队长参加的安全工作例会,检查、了解本工程的安全情况、安全问题及突出的安全隐患,提出改进措施和施工中的注意事项,并布置近期的安全工作。(6)安全活动日制度各队必须坚持每周一次的安全日活动,做到活动有内容、问题有反映、有解决办法,并详细记录。(7)工人进场教育工人进场前必须进行岗位安全三级教育(即必须进行公司一级、项目一级、班组一级安全教育),新进场的工人班组首先由生产安全管理科进行安全生产教育和技术要求,并进行岗位知识考核。新进场的工人班组在项目施工前由项目部进行安全教育,具体事项由项目经理负责,教育考核后办理签字手续。班组一级教育由主管工长具体负责,教育内容为事故教训及本工程容易出现的事故等,教育后办理签字手续。第二章施工中的安全管理一、施工现场保卫工作施工区域与职工生活区域要实行有效隔离,由项目经理任组长,负责全面保卫工作。夜间值班看守施工现场的机具设备及材料。看守重点是仓库、办公室。项目部还应加强民工的管理、掌握施工人员的具体人数,掌握每个人的思想动向,及时进行教育。每月对职工进行一次治安教育,每季度召开一次治安会,定期组织保卫检查,并将会议检查、整改记录存入施工安全资料中。二、施工安全技术交底(1)安全技术交底的安全技术措施要全面,要有针对性,并经技术部门及分管负责人签字及盖章后方可实施。(2)各分项施工前,由工长对班组进行安全技术交底,交底内容要全面并结合本工种及施工环境具有一定的针对性,并与施工班组办理交接手续。否则出现安全事故要追究工长的直接责任。(3)54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案开工前公司技术负责人要将工程概况、施工方法、安全技术措施等情况向项目负责人及施工员进行详细交底。分部分项工程由施工员向各工种班组长进行安全交底。班组长要对工人进行施工作业环境、注意事项的安全交底。安全技术交底的签字手续必须由交底者和接受交底者亲笔签字、绝对不允许他人代签。(4)进入施工现场人员必须佩戴安全帽,高空作业人员脚下支撑点必须牢固稳定并系好安全带。三、安全检查项目部进行日、旬检查,并有记录,整改应做到“三定一落实”,即定人、定时间、定措施、落实整改回访。每次安全检查,施工项目经理必须及时进行整改安全隐患,并做出书面报告送回公司工程科。在上级部门的安全检查中,公司将根据各施工项目的检查情况分别给予奖励或处罚。班组的每周安全日由工长组织班组和安全员进行安全检查,对存在问题提出整改措施和完成时间;凡不进行周安全活动班组,要追究工长和班组长的责任。四、特殊工种持证上岗特殊工种操作人员:电工、焊工、架子工等人员必须经有关部门培训,在取得操作证后方能上岗。五、土方工程人工挖土前后操作人员间距离不应小于2.5米,堆土要在1米以外,并且高度不得超过1.5米。机械开挖,并按规定放坡。每日或雨后必须检查土壁及支撑稳定情况,在确保安全的情况下继续工作,并且不得将土和其它物件堆在支撑下,不得在支撑下行走或站立。机械操作中进铲不应过深,提升不应过猛。机械不得在输电线路下工作,在10KV输电线路一侧工作,水平距离不小于2m。电缆两侧一米范围内采用人工挖掘。清坡、清底工人,必须使用劳动保护用品,不准在机械回转半径下工作。六、模板工程模板上施工荷载不得超过设计的规定值,模板上的材料码放均匀。模板拆除前需向技术人员申请经批准方可施工;拆模时拆除区域应设置警戒线并且设专人监护指挥、严禁建筑物上留有未拆除的悬空模板。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案七、钢筋工程(1)钢筋加工机械的操作人员,应经过一定的机械操作技术培训,掌握机械性能和操作规程后才能上岗。(2)钢筋加工机械的电气设备,应有良好的绝缘并做接地保护,每台机械、设备必须做到一机一闸一漏电。机械转动的外露部分必须设有安全防护罩,在停止工作和维修保养时应断开电源、锁好闸箱,并派专人监护。(3)钢筋加工机械使用前应先进行空载试运行、机械运转正常后,方能投入使用。(4)钢筋进行冷拉时场地两端不准站人,不得在正在冷拉的钢筋上行走,操作人员进入安全位置后,方可进行冷拉。(5)使用钢筋弯曲机时,操作人员应站在钢筋活动的反方向,弯曲400mm的短钢筋时,要有防止钢筋弹出的措施。(6)粗钢筋切断时冲切力较大,应在切断机口两侧机座上安装两个角钢挡杆防止钢筋摆动。(7)在电焊机操作棚周围不得存放易燃物品,在室内进行焊接时,应保持室内通风良好。(8)搬运钢筋时,要注意施工区域有无障碍物及电源线。八、混凝土工程(1)混凝土振捣前应对振捣器进行试运转,振捣器操作人员应穿绝缘鞋、戴绝缘手套,振捣器放置位置应牢固平稳、操作人员湿手不能接触电源开关。(2)现浇板面上的预留孔洞应设盖板或围栏,夜间作业应有足够的照明。九、“三宝”“四口”防护进入施工现场必须正确佩戴安全帽。安全防护用品必须有出厂合格证,佩戴安全带必须坚持高挂低用的原则。“四口”防护必须按《建筑施工高处作业安全技术规范》中的要求进行设置。预留洞口、坑井口、临时通道口等临边必须设置防护栏杆。在施工中要经常检查与维护“四口”防护设施。所有安全防护设施未经安全员批准,任何人不准拆除移动以确保安全生产。十、安全用电54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案工地设置电工2名,负责现场施工用电管理。所有用机具设备均作接地保护、安装漏电保护器,用电线路架设严格执行安全规程,如现场不具备架空条件时采用穿管埋地敷设。现场机械临时使用电线必须是耐磨、绝缘性能良好的无损伤电缆。配电箱要上锁,现场使用的电气设备均由电工接线,无关人员不得私自接线;电气设备安装时必须由持有低压电工本及电气操作工进行操作。十一、机械设备施工机械操作人员必须具有高度责任心,工作过程中严格按照《建筑机械使用安全技术操作规程》操作、并应经常检查、维修保养,做到机具不带病工作。机电设备进场后应细致检查机具的防护装置是否齐全、开关是否动作灵敏、可靠,运转正常验收合格后方可投入使用。搅拌机进场后安放地点应平整坚实。施工机械应有防砸设施。十二、现场防火、防爆的消防措施严格执行“中华人民共和国消防条例”和公安部关于建筑工地防火的基本措施。物资储存:易燃易爆物品存在专用仓库内并分类码放,设专人管理、并建立台帐做到定期清点。物资领用:对领用人、领用品、领用数量、领用日期进行控制,防止施工现场的火灾事故发生,并对现场管理人员和操作人员进行消防培训,增强人员消防意识。对木工棚、办公区、生活区域配备符合要求的灭火器,严格落实各项消防规章及防火管理制度。不准在宿舍内私自使用电炉、电饭煲、电热毯等,不准私自乱拉乱接电线、不准在宿舍内使用60W以上的电灯。各类电气设备线路不准超负荷使用、线路接头要接实接牢。穿墙电线或靠近易燃物品的电线要加装保护管。十三、消防工作管理规则施工负责人向全体施工人员进行防火教育,库区配备的防火器材要定期检查,施工动火使用北京供电局防火安全委员会制定的明火作业动火工作票。第五部分文明施工、消防保卫、减少扰民、降低环境污染和噪音措施54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案第一章文明施工保证措施一、建立和健全文明施工保证体系工程施工严格按照行业、政府的有关文件执行,做到文明施工。公司每月进行一次文明施工检查评比、项目经理应将文明施工作为日常工作的重点。二、落实《建筑施工安全检查标准》(JGJ59-99)以及北京市《工程建设安全文明施工管理规定》的要求,建立安全监督机构、建立健全各项安全生产责任制,始终坚持“安全第一、预防为主”的安全生产方针,形成完整有效的安全管理体系。三、施工临时设施标准要求现场临时设施按照建设部颁布的《建筑施工安全检查标准》(JGJ59-99)中临时设施的标准进行建设,做好现场文明施工。四、建筑工程竣工验收后,项目部拆除所有临建项目,并将工地周围环境清理、恢复,做到活完料净场地清。五、材料堆放要求对易燃易爆、有毒物品按其种类分别存放并挂标牌;不得在围墙外堆放任何建筑材料,建筑垃圾及时清理。原材料、成品、半成品、必须按指定地点分类码放整齐。水泥等需防潮材料用脚手板与地面隔离高度不小于200mm,以防材料潮湿变质。六、施工机械、用具及用电管理要求现场施工机械必须配备独立配电箱、漏电保护器,配电箱有编号、线路图并做接地保护线。施工机械应表面洁净,操作人员按规定做好维修保养工作;搅拌站必须搭设防护棚,防护棚应整齐美观、牢固耐用。第二章消防保卫措施在施工生产过程中必须认真贯彻“预防为主,防消结合”的方针,确保在工程项目中不出现火灾、盗窃事故。一、建立保障体系54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案在施工的全过程建立以项目经理为首,下属施工队配合管理的体系,结合本工程特点对每位员工进行消防保卫方面的教育培训,做到每个人在思想上重视、在行动上落实。二、消防保证措施实行逐级防火责任制、明确各自职责,现场成立消防小组负责日常的消防工作。在生活区、办公区及施工现场设置足够的消防器材。加强对易燃、易爆品的管理并严格执行限额领料制度。加强对电气焊人员的管理,操作人员必须持证上岗、施工前由安全员签发动火票,施工中严格按规程进行操作。消防器材不允许私自挪动或改为它用。第三章降低扬尘、减少污染和防止噪音扰民措施一、降低扬尘、减少污染(1)施工现场:土方开挖后要进行苫盖处理并要求作业面保持清洁,每天公司派洒水车工程沿线每天洒水不少于三次,大风天气视情况给予增加;加工成型的钢筋要按规格、种类码放整齐,钢筋废料放在指定的地点做到当天清理;施工垃圾应及时清理,运输过程中适量洒水、减少扬尘。(2)水泥粉状材料应遮盖严密,卸运、使用时要采取有效措施,减少扬尘。(3)现场的临时道路其面层采用细石、焦渣等铺垫,防止道路扬尘。(4)施工现场、办公区域设置电热水器,保证职工喝上开水。(5)防止水污染1)在混凝土、砂浆搅拌机处设置沉淀池。2)现场存放的油料库必须进行防渗漏处理。运输和使用都要采取措施防止跑、冒、滴、漏,污染地下水。二、防止施工噪声污染(1)施工现场严格遵照《中华人民共和国建筑施工场地噪声限值》(GB12523-90)制定的降低噪音排放量。合理安排施工项目的时间将容易产生噪声污染的分项工程安排在白天施工、材料装卸应轻拿轻放,避免扰民问题,并将各种噪音高峰期与休息时间错开。(2)凡需进行强噪声作业时:必须严格控制作业时间,一般情况下不超过20时。必须昼夜连续作业的施工现场应尽量采取降噪措施,并报通州区建设委员会备案。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案第六部分工程半成品和成品保护措施第一章模板工程墙体、梁侧面模板要在混凝土结构能保证其棱角不因拆模而被损坏时方可拆除,严禁在已安装好的梁侧模板上蹬踩。已浇筑的现浇板混凝土强度未达到1.2MPa前,不得在板面上集中放置重物;安装好的模板不得随意开孔。第二章钢筋工程一、预制钢筋骨架加工完成后应在现场指定地点垫平码放。二、钢筋在储运过程中要保持钢筋表面洁净,不允许有油渍、泥土或其他杂物污染钢筋。三、避免踩踏、碰撞已绑好的钢筋;现浇板钢筋绑扎完毕,在板面上铺设脚手板、防止混凝土浇筑时钢筋位移。第三章混凝土工程一、混凝土振捣时应避免碰撞钢筋及预埋件,以防模板变形、钢筋位移或预埋件脱落。二、混凝土浇筑期间要随时校对预留洞、预埋件的放置位置,避免剔凿混凝土。三、浇筑混凝土时必须有专职钢筋工和模板工跟班检查,及时纠正混凝土浇筑过程中出现的钢筋位移、模板漏浆等问题。第四章砌体工程墙体、电缆支架均要注意保护,不得随意碰撞、拆改或损坏。安装电气设备和管路时不得随意剔凿墙体。墙面的脚手眼要用细石混凝土填嵌严密。第七部分节约、降低成本措施第一章综合材料节约措施一、坚持实事求是的原则,工程所用材料应计划准确、防止因计划不详造成物资积压、浪费。坚持材料计划的严肃性与实际使用相结合,严格执行限额领料。54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案二、加强对计量工作和计量器具的管理,对进入现场的各种材料要加强验收、保管工作,减少材料的人为和自然损耗。加强材料布置及合理码放,防止材料损坏和丢失浪费。砂浆搅拌要严格执行施工配合比,做到车车过称、计量准确杜绝材料浪费。第二章主要材料节约措施一、钢材节约钢筋加工后的剩余短料应在预埋件、支撑铁件中使用。应加强钢筋翻样配料工作、提高钢筋加工配料的准确性。加强对钢板、钢管等周转材料的管理,搞好修旧利废工作,对各种铁制工具应及时保养维修延长使用期限。二、木材节约严禁优材劣用、长材短用、大材小用,做到合理使用。拆模后及时将模板、支撑等清理、整修并码放整齐。要注重木材料的调剂工作,根据木质、长短等情况使用。三、水泥节约水泥在运输过程中应轻装轻卸、水泥存放采用脚手板架空处理,距地高度大于20mm,在使用中做到先进先用、落地水泥及时清理干净。浇筑混凝土时要有专人对下灰工具、模板、支撑进行检查防止漏浆、跑模。施工中洒落的混凝土、砂浆要及时清理干净,做到回收利用。第八部分突发事故应急预案一、应急救援组织机构设置依据安全生产目标、指标、管理体系和中、高度危险源辨识结果及事故危害级别设置应急救援组织机构。成立应急救援领导小组:组长:副组长:成员:54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案二、应急救援组织机构主要职责及责任划分:应急救援领导小组全面领导、协调、监督、指挥、施工现场及作业场所生产安全应急救援工作。(1)主要职责①组织有关部门按照应急预案迅速开展抢救工作,防止事故的进一步扩大,力争把事故损失降到最低限度;②根据事故发生状态,统一布置应急预案的实施工作,并对应急救援工作中发生的争议采取应急处理措施;③根据预案实施过程中发生的变化和问题,及时对预案进行修改和完善;④配合上级有关部门进行事故调查处理工作;⑤做好稳定秩序和伤亡人员的善后及安抚工作;(2)责任划分①组长:负责组织制定生产事故应急救援预案及事故状态下的现场指挥救援工作和事故的善后处理工作。②副组长:组织应急预案的演练工作,负责人员、资源配置、应急队伍的调动、协调事故现场的有关工作。③安全负责人:协助生产副经理进行事故应急预案的演练工作。负责事故现场调查、处理、取证及事故报告等工作。④技术负责人:负责重大危险源的数据统计及控制措施的编制及事故现场的有关技术数据的统计工作。⑤机械负责人:负责应急预案演练及事故现场的车辆设备、救援设备指挥调动工作。⑥施工用电负责人:负责事故现场的事故照明保障工作及触电急救工作。三、应急救援物资、设备54/54 北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案应急救援物资、设备序号物资、设备名称用途数量1消防桶灭火10个2灭火器灭火10个3消防斧灭火10把4铁锹灭火10把5水泵防汛2台6水泵管防汛200米7电气焊设备临电2套8照明灯具(密闭防水性)照明5个9配电箱临电2台10护套电缆临电50米11汽车救护1台四、地下管线破坏:启动应急救援预案,按照应急救援组织机构主要职责及责任划分投入救援工作。由地下管线保护小组直接领导救援工作。(1)及时和产权单位联系,积极配合抢修工作。在抢修队到达前要先采取有效措施控制事态发展,防止造成人员伤亡和造成更大的经济损失。(2)减少对社会的影响,积极疏散危险区内的人员:抢救危险区内的财产,把损失降到最小。内部资料,请勿外传!9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%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北京通州房地产开发有限公司-西上园小区(东区)1#配电室电缆管井工程施工方案54/54'