毛石混凝土挡土墙施工组织设计方案

'毛石砼挡土墙工程专项施工方案编制：黄小林审核：批准：淮北矿业集团工程建设有限责任公司二0一0年十一月八日 2 施工组织设计审批表工程名称毛石砼挡土墙、泄洪沟工程建设单位中国工程物理研究院运输部设计单位成都万图石油储运工程设计事务所建筑规模约160m施工单位四川省工业设备安装公司中物院运输部成品油储备库区工程项目部建筑结构毛石砼结构编制人马双梅审核人王定清编制日期2011年1月10日报审日期2011年1月12日施工单位审核意见监理单位审批意见建设单位审批意见24 目录一、工程概况4二、工程规模4三、管理人员及用工配置4四、投入施工机械4五、所需材料用量概算5六、计划工期及工期安排5七、施工布置6八、施工方案6九、进度计划保证措施16十、施工质量保证措施17十一、安全文明施工措施20十二、文明施工保证措施2124 一、工程概况江油小溪坝油库项目工程毛石砼挡土墙和泄洪沟工程，是小溪坝成品油库工程非常重要的一项分项工程。该分项工程分为挡土墙和泄洪沟两个分项工程，其中毛石砼挡墙总长约160m，为C20毛石砼，成“┑”字型布置，墙高度为8m--13m，墙体材料为毛石砼挡墙，其毛石砼毛石含量为30%，砼含量为70%。泄洪沟为C20毛石砼，沟宽2.5ｍ，沟高为１.２ｍ，挡土墙和泄洪沟毛石采用１５cm—30cm人头石，强度不小于30MPa。二、工程规模　　1、基槽开挖土石方（清基地）概算量：５００m3；2、C20毛石砼概算量：５200m3；3、墙高６m-1３m之间；4、模板工程概算量为：2800m2；5、脚手架工程概算量为：2800m2；三、管理人员及用工配置1、项目经理：王定清2、技术负责人：马双梅3、测量负责人：谢续文4、施工（兼）质检负责人：贾井川5、现场及安全负责人：谭伟6、资料（兼）试验负责人：丁庚7、机维修工：2人8、混凝土工：２0人（两个班）9、模工、架子工：１５人四、投入施工机械24 1、挖掘机一台（大宇２９０），基槽土石方清挖及浇筑砼投料用；2、混泥土搅拌机机2台，供混泥土搅拌用；3、振捣棒五台，振捣混泥土用；4、小型装载机两台，供搅拌混泥土进料用；５、运输车6辆（红岩20吨），土石方运输和材料运输使用；五、所需材料用量概算（一）主材概算量1、普通硅酸盐水泥：约16００吨；2、河砂：1809m3；3、卵石：4173m3；4、毛石：１５３０m3；5、施工用水：砼791吨、养护及洗毛石300吨；（二）辅助材料概算量1、木模板：3００m2；2、钢管脚手架：２０吨；３、扣件：420个４、锚头：800套５、木方：３５ｍ３；6、锚固拉杆：Φ14钢筋长2430m，合计2939kg；7、Φ100PVC管2400m；8、沉降缝泡沫塑料板：460m2；9、铁丝：３５０kg；六、计划工期及工期安排计划总工期历时６0天（其中春节放假扣除１５天在外），施工时间段为20１１年１月１０日至20１１年３月３０日；24 1、基槽清挖时间：计划３天，20１１年１月１０日至20１１年１月１３日；2、毛石砼挡墙浇筑时间：计划５７天，20１１年１月１３日至20１１年３月３０日；3、挡土墙背回填时间：计划30天，该工期不占主施工工期，随挡土墙浇筑成型后穿插作业；4、以上总工期６0天是不含各工序之间的平行或交叉作业时间；七、施工布置1、本工程已经完成了“三通一平”、通水、通电、通路、场地平整；2、场地布置：两台搅拌机安装在20#挡墙前面场平上；料场也设在场平上（堆放河砂、水泥、石子）；石料分两地堆放，即挡墙正前面场平上和墙后料场上；3、辅助材料也分两处堆放，挡墙下部所需的堆放在挡墙前面场平上，上部所需的堆放在挡墙后场平上；4、本工程现场不设生活服务区或生活用房，只设看守点或工具房即可；生活服务用房设在项目部处；5、挡墙施工应按从最低处向最高处施工的顺序分段分层进行施工，挡墙施工到最高处时，先采用挖机修一条施工道路至挡墙最高处，然后才能进行模板安装和混凝土浇筑。八、施工方案本挡墙采用平行流水、分段施工法；按此法在施工过程中及调整施工时间，使其与进度相稳合。（一）施工工艺流程　24 1、准备工作→测量放样→基槽开挖→基底报验→封基→基础定位测量→基础模板支撑→浇筑毛石砼基础→养护→墙身定位测量→墙身模板支撑→浇筑毛石砼墙身→养护→中间交工验收→墙背回填→竣工验收。（二）主要技术指标1、本工程设计为C20毛石砼挡墙，毛石含量为３０%，其毛石使用未风化石料，强度不小于30Mpa。2、设计高度在６-1３之间；墙顶宽度在０.６０-１.０0m之间、基础宽度在２.５-４.００m之间。3、基底承载力要求在800-1000Kpa之间，随墙高增加而变大。4、墙体应设置泄水孔，间距为2×2m设一个，外斜坡度为３－５%，采用直径为100mmPVC管成梅花型布置；进水口下部用粘土夯实封层厚30cm，其反滤层设置为40cm厚粗粒层。5、基底承载力800-1000Kpa；基础嵌岩（中风化）不小于1m深。6、墙体10-15m设置一沉降缝，缝宽2cm，自地基到墙顶断开，用泡沫塑料板隔开，缝口用沥青麻丝填塞，深度不小于30cm。7、墙背回填要分层施工，压实要求不小于95%，回填时不要损坏墙背反滤层，保证泄水孔的通畅。（三）测量控制1、为了达到测量精度要求，为本项目配置了：拓普康全站仪一台、水准仪一台、50m钢卷尺一把、5m小卷尺3把、垂球两个。2、设专人测量。3、测量控制：为了进一步精确观测，以高滩片区测量控制网的坐标引设两个控制分点在已做好的端墙上进行控制。4、基槽开挖后对基槽进行清挖宽度测量行放样，每挖1-2m24 深时进行复测一次；嵌岩和探基时每施工一次测量一次，直到基底设计标高为此。5、基础施工前进行基础几何尺寸测量定位放样。6、墙身施工前对墙身几何尺寸进行测量定位放样。7、墙体施工过程中随时检查和校核模板支撑几何断面尺寸和坡比度，同时对高度进行控制，严格检查模板牢固性。（四）双排钢管脚手架的搭设⑴施工工艺流程基底检查、放线定位→铺设垫板或垫块→立第一节立杆→安装扫地大横杆、小横杆→安装第二步大横杆、小横杆→安装第三步、第四步大横杆、小横杆，接长立杆，与安装大、小横杆交替进行逐步上升→在操作层铺设脚手板，沿外排立杆设置栏杆→拆除⑵搭设要点①脚手架的地基与基础：必须符合地基与基础质量验收规范的要求。脚手架底面标高高于自然地坪50mm，在基础外设排水沟。②脚手架基础验收合格后，按设计放出定位线，将50mm厚的木垫板准确放在定位线上，并将底坐准确放在定位线上。③脚手架的搭设必须配合施工进度，一次搭设高度不超过相邻连墙件以上二步，每搭完一步脚手架，就进行步距、纵距、横距及立杆垂直高度校正。④立杆搭设时严禁将外径48mm与51mm的钢管混合使用，脚手架设纵、横向扫地杆，纵向扫地杆距垫板不大于200mm，用直角扣件固定在立杆上。⑤立杆接长采用对接扣件连接，相邻立杆的对接接头不设置在同一步内，开始搭设立杆时每隔6跨设置一根抛撑，直至连墙件安装稳定后，方可拆除，立杆顶端伸出建筑物高度不小于1.5m。24 ⑥立杆必须用连墙件与建筑物可靠连接，连墙件布设间距为二步三跨设一点，连墙件采用钢管，呈水平设置，形成刚性连接，并从底层第一步纵向水平杆处开始设置。⑦纵向水平杆设置在立杆内侧，长度不小于3跨，纵向水平杆接长采用对接或搭接形式。相邻纵向水平杆接头交错布置，不设在同步或同跨内，不在同步或同跨内的接头间距不小于500mm，且与主接点距离不大于纵距1/3。⑧采用搭接形式，搭接长度不小于1m，且用三个旋转扣件固定，端部扣件距搭接钢管端不少于100mm。纵向水平杆四周交圈，用直角扣件与内外角部立杆固定。⑨横向水平杆设置在主节点处，用直角扣件扣接，靠墙一端外伸长度400mm，且距墙面装饰面距离不大于100mm。⑩作业层上非主接点处的横向水平杆，根据支撑脚手板的需要等间距设置，最大间距不大于纵距1/2。⑾剪刀撑设在脚手架外侧立面两端，中间剪刀撑净距离不大于15m，由底到顶连续设置，每道剪刀撑宽度不小于4跨且不小于6m。⑿剪刀撑接长采用搭接形式，搭接长度不小于1m，且用三个旋转扣件固定，端部扣件距搭接钢管端部不小于100mm。剪刀撑随脚手架同步搭设。双排脚手架搭设方法见下图：⒀作业层上栏杆和挡脚板设在外立杆内侧上，栏杆高度为1.2m，挡脚板高度为200mm。⒁作业层上满铺脚手板，脚手板铺设可对接平铺或搭接铺设。平铺时，接头处设两根横向水平杆，脚手板外伸长度在130～150mm之间，搭设铺板时，接头必须在横向水平杆上，搭接长度大于200mm，伸出横向水平杆的长度不小于100mm。24 ⒂自顶层作业层的脚手板往下计，每隔12m满铺一层脚手板。　⑶双排脚手架拆除①脚手架拆除前由技术负责人进行拆除安全技术交底。24 ②脚手架拆除前，全面检查脚手架扣件连接、连墙件、支撑体系等，并清除脚手架上杂物。③脚手架拆除必须由上而下逐层进行，严禁上下同时作业。④连墙件必须随脚手架逐层拆除，严禁先将连墙件或数层拆除后再拆除脚手架，分段拆除高差不应大于2步，如高差大于2步，应增设连墙件加固。⑤脚手架拆至下部最后一根长立杆的高度时，应先在适当位置搭设临时抛撑加固后，再拆除连墙件。⑥当脚手架采取分段分立面拆除时，对不拆除的脚手架，两端增设连墙件和横向斜撑。⑷检查与验收①在搭设脚手架前，对钢管和扣件进行检查。对新钢管和新扣件检查其质量合格证、质量检验报告。对旧钢管检查锈蚀程度和弯曲变形，超过规范要求严禁使用。对旧扣件检查有无裂缝、螺检滑丝等问题，不符合要求的进行更换。②对木脚手板检宽度、厚度材质以及腐朽问题，其宽度不小于50mm，材质为杉木或松木，两端用4mm的镀锌钢丝箍两道。③脚手架在搭设中，随时检查立杆垂直度，横向水平杆高差、扣件安装，剪力撑以及脚手板外伸长度。其中扣件安装后的扣件螺栓拧紧扭力矩用扭力板手检查，按随机取样的方法进行。④脚手架在使用中检查杆件的设置和连接、连墙件、支撑、门洞桁架等构造是否符合要求，一基是否积水，底座是否悬空。扣件螺栓是否松动。荷载是否超载。⑤脚手架检查与验收应分时分段进行、在基础完工搭设脚手架前、作业层施加荷载前、每搭设完工10~13m24 高度后、达到设计高度后，遇六级大风与大雨后，停用超过一个月等情况下进行检查验收。（五）主要施工方法　1、挡墙施工前应进行施工测量放样，施工放样时应严格按照设计图计算出每段挡墙的坐标及高程放样于实地，基槽线按实地土质和岩层进行放坡，以便挡墙施工后在满足设计断面几何尺寸的前提下也能满足施工作业面。2、基础施工⑴基坑清挖：在施工放样完毕后，用人工在所放开挖线内进行清挖，清挖时严格按施工放样的控制线进行挖掘。表土层和回填层挖完后，岩层部分用破碎机探打基岩至基槽设计基底标高这样是为防止基础超挖。待基槽挖至设计基底标高后进行基底倒坡清探，基底倒坡按设计要求不小于1:0.1-0.15。基槽清理完后报请监理工程师及业主代表到现场验槽，同时对基底进行取样送检，以便检测其承载力是否达标。⑵对基槽土质应保持干燥，雨天基槽内积水应随时排除，对受浸泡的基底土(特别是松淤泥)应全部予以清除，并换以好土回填[以碎石(砾)石夯填]至设计标高。⑶挖基时如发现与设计不符的软弱地基，承载力不满足设计要求时应通过设计进行变更设计程序，采取措施后方可施工。⑷对山坡挡土墙，基趾部埋入深度和襟边距离应同时符合设计要求。⑸采用倾斜地基时，应按设计倾斜挖槽，不行用填补法筑成斜面。　　在岩体破碎或土质松软，有水地段，宜选择分段集中施工。3、挡土墙体浇筑与分段设置伸缩缝⑴浇筑墙体基础前，应将基底松软，风化表面清除干净，然后24 在拼装模板，模板安装每层按１.８ｍ高度进行拼装，搭设钢管脚手架进行加固校正，模板安装校正完后，请现场监理工程师和甲方业主代表进行验收，经验收合格后，应立即进行混凝土浇筑，混凝土浇筑时采用边浇筑混凝土边投毛石，毛石投入量不得大于３０％，同时，振捣帮手随浇筑混凝土时进行振捣，振捣一定要到位，不能漏振；混凝土浇筑完时，混凝土表面要采用木砂板砂毛，以便上层浇筑时接口；混凝土每层浇筑高度按模板拼装高度进行浇筑。⑵挡墙基础浇筑完后即进行墙身浇筑，墙身模板施工按基础模板安装进行施工，同时，在进行模板校正加固时，墙身内应按设计要求安放Φ100PVC塑料管当泄水管用，鉴于本挡土墙单层浇筑混凝土量较大且高度较高，所以在模板加固时，需用Φ14钢筋从塑料管内穿过，两端固定在模板外的脚手架上，作加固用，这样既增强了挡墙的结构又固定了模板，使模板不至于变形，达到效果美观。⑶挡土墙按设计要求应分段浇筑，按设计要求1５m-20m间距留置2cm宽伸缩缝，缝成直线，伸缩缝内采用泡沫塑料板填充密实，伸缩缝表面采用油膏灌缝；挡墙外墙面按设计要求按1:0.０５的斜面进行施工，内墙面1:0.5的坡度自支摸浇筑砼，为此可设立临时标准样架作准绳，使墙面顺直整齐。4、回填用料与泄水孔设置⑴混凝土挡墙浇筑后７天，待强度达到７０％后即可进行墙身背后回填，内摩擦角大于30度，重度=18KN/m3时，分层夯实，密实度大于94%，墙后填料中的树皮，草根等杂物应清除干净。⑵挡土墙身在进行回填过程中，必须随时掌握砌到一定高度后按设计要求尺寸位置设置泄水孔，并在进水孔墙背做好反滤防渗隔水设施，从第一排泄水孔至顶上一排泄水孔回填50cm24 厚砂卵石，第一排泄水孔进水口以下应铺设一层20cm厚的不透水夯实土层；反滤层第一排泄水孔应高于沟底0.3m设置。⑷墙身在高出地面部分应分层设置泄水孔，泄水孔间距2×2m，上下排交错布置，孔内预埋φ10cmPVC管，最下面一排泄水孔出口应高出地面30cm 以上；墙内PVC管应在支模时安装好并进行定位；墙背进水口处管道应伸出墙体20cm，在进水口处管口底面设置粘土封层30cm厚或采用砼将其夯振密实防止雨水下5、在基槽验收合格后立即封基，封基定位放样后开始组织基础模板支撑施工。在模板施工前应对所有要用于本工程的模板进行清理、打磨、校正、上油或打脱模剂。然后按设计挡墙几何尺寸进行拼装模板，模板拼装完毕后下一步进行模板安装。在安装模板时要根据设计标高将所要支撑的模板高度先在两端头做好高程控制桩，同时拉线加密高程控制点以便控制模板顶面标高。模板安装完毕后按设计标高和所固定控制点进行加固模板和校正模板。模板校正完毕后进行自检，待自检合格后申请监理工程师对模板进行检查。　6、为了确保施工安全和模板固定，沿着挡土墙边搭设双排脚手架，搭设高度，高出挡土墙1.2m。7、本分项工程采取人工自拌砼、砼自流配合传筒输送到使用部位。在砼浇筑前应提前对安装设备进行调试，调试完毕后并进行检测便于砼浇筑时一次性成功。8、在砼浇筑前应将所需用于的毛石经检测合格后全部运到现场，便于在砼施工时不出现缺料现象。本挡土墙采用商砼，在模板验收合格后立即组织工人拌和砼，上料时严格控制各种原材料的计量准确，在第一次砼拌和前将砂、石、水泥等原材料严格按配合比进行称量准确并在容器上用红油漆作好标记，第二次上料时便于计量。24 9、在浇筑时应严格按照设计及施工技术规范进行施工，施工时应先用砼将基底满铺一层振动密实后再抛入毛石，抛入毛石后用人工进行摆放毛石，毛石与毛石之间距不小于5-10cm，同时毛石不得与模板相接触至少间距10cm，毛石抛入量不大于砼总工程量的３０%。所采用的毛石强度不得小于30MPa，在所抛入的毛石全部摆放完整后应立即注入砼，同时采用三相振动棒振捣，振动时振动棒应快插慢拨，严格控制插入振捣的间距为30-50cm成“梅花形”进行。每层浇筑完工后应在当层顶面用毛石预留马牙槎，好和下一砼浇筑层更加紧密结合，每层砼浇筑时严格按预先测好的高程进行砼顶面控制，不要使其所浇筑的砼高于控制标高位置。10、砼浇筑施工时应做好施工记录、同时做好砼试件抽取并作好记录。砼试件频率不低于规范要求，每一个台班应抽取1-2组砼试件或100-150m3一至二组。11、砼墙身施工工艺流程与基础施工一样每个环节需请监理工程师检验合格后方可进行。由于墙身较高所以模板支撑的每个细节工作都十分重要，墙身模板安装时预先用墨汁弹出墙身下底宽度线，便于模板安装时使用；弹出底边线后应立即对墙身前后坡面搭设样架坡面线，模板支撑安装时严格按已搭设好的样架坡面线进行拼装；为了加强模板的整体性和牢固性在模上纵横向每隔1m加设一根Φ14横向拉杆；在沉降缝处支模时应预先把沉降缝的泡沫塑料板安装固定好使其缝能从下至上整体断开；模板安装时架管应采用双层脚手架其纵横间距不能大于1m；每一次拆模时要保留已浇筑砼的模板有一米高度不能拆，便于下次支模更能顺接，同时尽量减少第二次浇筑时的水泥浆下渗到已浇筑好了的砼墙面上。24 12、由于挡墙较高，为了满足其抗扰度和抗倾履性，以及模板牢固性和稳定性，故要求模板支撑高每不超过２.０m（含预留高度），砼浇筑高每段天不超过2.０m。13、本段挡墙两转角耳墙处，衡重台以下先将松动石料拆除，并把原浆砌墙体冲洗干净后采用细石砼用振动棒强制振捣，以便将砂浆不饱满的孔隙填充密实，达到标准要求；衡重台以上部分采用人工将其全部拆除至沉降缝处，使其新浇筑的砼墙将原衡重台覆盖在下面并结合在一起形成整体。14、砼浇筑时严格按要求及相关规范执行，原材料严格按规定进场，配合比严格按设计配合比执行。砼浇筑前再一次检查模板是否完全加固，对模进行涂抹脱模剂，将墙台上支模所掉的杂质或垃圾清扫干净，用水将已浇筑好的砼冲洗干净；浇筑时应先用砼将墙底面满铺一层砼且振捣密实后方可摆放毛石，毛石摆放要求和振捣要求与基础相同；每一段墙体全部浇筑完毕后应及时对墙面进行清理，将墙面上拉杆端头和水泥浆清除掉，对墙面有麻面或漏浆的部位进行及时占毛修补。15、砼模板拆除后应立即组织工人进行洒水养护，养护时不能走马观花洒了水就作数，一定要让砼慢慢的浸渍透才行。16、本分项技术方案中未提涉到的技术措施等以相关规范及设计文件为依据。九、进度计划保证措施1、组织保证(1)完善管理体制，实行项目法施工，配备高素质的领导班子和专业化施工队伍。24 (2) 强化现场指挥，建立精干有力的现场指挥调度系统，配备精干，有能力的现场调度人员，做好各工序的衔接和配合，做到调度有力，灵活，及时。2、技术保证措施(1)建立健全的技术管理体系，配备专业齐全，高素质的技术人员。(2)做好技术超前服务工作，单项工程开工之前，做好施工组织设计。(3)积极采用新工艺，新材料，新设备，新技术，减轻工人劳动强度，提高劳动生产率。(4)加强技术交底工作。(5)编制施工周计划，层层落实。(6)做好安全，质量保证措施，保质量，保安全，促进度。3、资源保证 (1)根据施工进度计划，超前编制并落实各类材料，设备，资金，劳动力供应计划。(2)对主要的机械设备零件，材料物资做好适当的备用，设备损坏时及时维修或更换，确保人，财，物及时到位。十、施工质量保证措施1、技术措施(1)认真熟悉设计图纸，施工规范，技术规范，严格按图施工，按规范施工。(2)按质量检验评定标准的规定，结合工程特点进行分项，分部和单元工程划分，经业主和监理工程师批准执行.认真制定施工工艺措施，制订具体的施工工序，方法，质量标准和检验手段。(3)搞好施工前的技术交底和施工人员技术控制。24 (4)施工方案按试验结果及现场实际情况调整和修改，做到具体适用，指导施工。(5)搞好施工方案的优化工作和施工机械的配套，提高科学性和工作效率。(6)对业主提供的观测控制网点进行复测，并予以良好的保护，配备实践经验丰富的测量工程师和测量技术人员，并接受监理工程师的检查和指导。2、管理措施(1)制订切实可行的质量管理和保证措施，奖罚要公平合理，具体，并坚持按章办事，以维护该措施的权威性和有效性，确保工作质量和工程质量.现场质量检查，质量验收资料按划分的分项，分部和单元工程归纳收集，现场质检原始资料真实，准确，可靠，不得追记，不得复印，接受质量检查时出示原始资料。(2)建立工程质量责任制并将责任落实到每一个部门和每一个人，形成事事讲质量，人人为质量作贡献的局面.经理部下设的安全质检办质检人员定期到各施工队进行施工检查，对各施工队的材料等进行检查.各施工队成立质量检查组，生产班组设置1名兼职质检员，负责日常的质量监督与检测工作。(3)开展质量讲座和质量知识竞赛等多种形式的活动，使全体员工树立质量意识，从而讲求质量成为全体员工的自觉行动，以达到确保工程质量的目的。(4)增强质量法制观念，实行工程质量终身责任制.对造成质量事故者，立即就地免职，给予行政处罚，甚至追究法律责任。3、混凝土工程材料的质量⑴混凝土、毛石及水等要求质地均匀，水泥不失效，砂石洁净，水中不先得含有对水泥有害的物质。24 ⑵石料强度不得低于30Mpa，无裂缝，不易风化。　　⑶毛石最大直径不得大于３５０cm，要求毛石质地要好，大小均匀，表面清洁干净，不得含有害物质。⑷砼强度不低于C２0，拌和均匀，色泽一致，稠度适当，和易性适中。　　4、工程测量质量保证措施(1)所有的样点图均经过200%的检校，严禁使用未经检校的样点图。(2)所有放样的仪器设备及放样工具除定期检校外，还安排专职人员定期进行检验校正，维护保养，确保仪器设备的良好状态。(3)所有的测量控制点不定期的进行复测，确保控制点的准确有效。(4)整个放样过程均采用直接或间接的检查方式，避免放样错误。(5)重要的结构部位，结构竣工面均采用同等级的几何水准实施测量。(6)测量人员均定期进行安全质量教育，提高群体的安全质量意识。5、现场试验质量保证措施根据本工程的特点，我公司将配备足够数量的质量检测仪器和具有丰富经验的试验人员。(1)建立、健全检测设备管理制度，建立台帐并专人管理.用于项目检测试验设备的数量和精度均要满足项目要求.国家规定强制检定的计量器具定期送检.计量过程中，必须使用检定合格的计量器具.超过检定周期及经检定不合格的计量器具均不得使用。24 (2)设备定期检验，校正和保养，使计量设备干净，无尘，无锈，始终处于良好的工作状态。(3)工程使用的材料(如水泥，骨料，外加剂，钢筋以及工程指定的其他材料等)进行取样试验，并定期将各种材料的试验报告报送监理工程师。(4)对有合格证的原材料进行复检，复检合格的材料，报送监理工程师批准后使用.复检不合格的材料书面通知物资部门做出标记，停止使用并限期退出施工现场。(5)现场试验选定的工艺流程，施工方法，施工参数和质量控制标准等，均编制现场试验报告，报送监理工程师审批，并经监理工程师批准后用于施工。十一、安全文明施工措施1、由项目经理、技术负责人、现场施工安全负责人结合工程实际一起共同制定相应的安全生产措施。2、认真贯彻“安全第一，预防为主，综合治理”的方针，严格执行国家有关安全生产方面的法规、条例、规范、标准和本工程项目的安全管理制度，保证职工在施工生产过程中的安全与健康。3、建立各级各类人员的安全生产责任制，形成完善的安全保证体系，建立健全各项安全管理制度，并经常对员工进行安全教育。4、严格执行安全操作规程，按照作业要求发放劳保用品，进入施工现场必须戴好安全帽，高空作业必须系好安全带，严禁违章指挥冒险违章作业。5、加强施工现场的安全防护设施，保持良好、安全、文明的施工条件。24 6、单项工程的施工组织设计或施工方案附有安全技术措施，对特殊和危险性较大的工程单独编制安全技术措施，并且有依据、说明、审批。7、严格逐级安全技术交底制度，开工前技术负责人或现场安全负责人将工程概况、施工方法、方案技术措施等情况向班组长、工长详细交底，进行书面安全技术交底各级书面交底有交接人签字，并存档备查。如下所示：安全生产制度→安全教育→安全技术→安全检查→安全业务工作→作业前检查→作业中检查→作业后检查8、施工过程中所使用的安全用品、工具和设施以及电气、机械设备等做到定期检查，建立严格的检查制度。如脚手架、安全网、工地使用的中小型机械、起重设备的安全装置限位装置等，对临时电气工程做到符合国家用电规定，装设漏电保护装置。9、对特种作业人员加强培训考核，持证上岗制，严禁无证人员从事特种作业。10、加强安全生产检查，并和生产安排结合起来，加强日常的安全检查活动，发现安全隐患立即下达隐患通知书，限期改正，如有危及人身安全的紧急险情和重大隐患立即停止其作业。11、设备和物资保证：项目经理部和各班组配备适当的抢救设施和药品，施工工地配备足够的安全网、安全绳，以及施工工人的保护用品，驻地配备消防和卫生设备，消除各环节的安全隐患。十二、文明施工保证措施严格按照招标文件的要求实施，开展讲文明，树新风的活动，争创文明工地.为创建文明施工现场及清洁，卫生环境，实现工地围栏标准化，现场硬地化，厨房厕所卫生化，宿舍办公室规范化，确保施工现场文明，卫生，安全，特制定本措施。24 (1)场内施工道路保持路面平整，排水畅通，做到无污水，无积水，晴天洒水除尘，并经常检查，维护及保养.出入口畅通无阻，施工污水经沉淀后再外排.所有工作安排专人负责，落实到人。(2)教育施工人员自觉遵纪守法，维护施工现场的治安，协助现场治安管理机构，搞好工地的治安保卫工作。(3)确保施工安全的安全设施应按安全规程要求设置，并保持整齐，规范。(4)施工部位的材料，必须按材料性质分类堆放，不得乱扔，乱丢，对于暂不使用的材料，必须及时收检入库，做到工完料清。(5)混凝土拌和站生产过程中，场地及场地周围要及时冲洗，清除废物，保持场地干净，整洁。（6)工程施工完工后，按业主要求及时拆除所有临时设施，对施工现场进行清理，做到工完，料清，场地清。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%&qYp@Eh5pDx2zVkum&gTXRm6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