[北京]桥梁人工挖孔灌注桩基础施工方案

'石景山区五里坨定向安置房项目桥梁工程隆恩寺沟跨沟桥桩基工程人工挖孔灌注桩专项施工组织方案编写人：审核人：二零一二年月37 一、编制依据1.1编制原则本施工组织设计根据国家现行法律、法规和施工技术规范、规程、标准，石景山区五里坨定向安置房项目桥梁工程隆恩寺沟跨沟桥工程设计图纸、技术规范以及本企业的综合实力水平，成功管理经验及近年来同类工程的施工经验等编制而成。1.2编制依据1.2.1设计图纸石景山区五里坨定向安置房项目桥梁工程隆恩寺沟跨沟桥工程设计图纸;1.2.2相关规程及规范北京地区混凝土灌注桩技术规范DBJ01-502-99施工现场临时用电安全技术规范JGJ46-2005公路桥涵施工技术规范JTG/TF50-2011公路工程质量检验评定标准（JTGF80/1-2004）钢筋机械连接通用技术规程JGJ107-2003市政桥梁工程质量检验评定标准CJJ2-90《北京市实施〈危险性较大的分部分项工程安全管理办法规定》二、工程概况2.1工程简介2.1.1概述隆恩寺桥为1跨桥长为21m，桥梁的结构形式为：上部为1-16m预应力混凝土简支空心板，下部为桩柱式桥台，桩基础。本桥有桩基6根，桩基直径全部为Φ1.2m，共有桩基6根，其中桩长13m的计3根，14m的计3根。2.1.2现场条件37 （1）测量基准点已有建立的方格网、水准网，可作为施工测量放线定位的依据。（2）施工用地施工中应尽量减少施工作业带宽度，控制不扩大施工用地范围，不得损坏临近的设施。各类废弃物必须运至指定地点，竣工完工做到工完场清，所有临时设施建筑拆除清理并恢复原状。2.1.3人工挖孔桩工期计划计划施工日期：2012年月日；计划完工日期：2012年月日，共计日历天。2.1.4工程质量目标质量目标：合格质量标准：遵守现行国家规范、技术标准或国家新颁发的规范标准。2.1.5安全、文明施工、环保目标工程施工中杜绝重大安全事故，控制一般轻伤事故，轻伤事故≤2‰，确保安全文明环保施工；文明施工管理目标：施工现场有序化；安全设施标准化；安全标识规范化；文明施工样板化；环保目标：满足国家规定的环保要求，废水、废油、废液的排放，施工噪音等均应符合有关规定。2.2工程特点此项工程工期紧迫，且各种工序互相制约；针对以上工程特点和实际情况，我公司将采取先进的科学管理手段，对材料供应、劳力机械配备、施工进度、施工质量等加大施工管理力度，不断优化施工组织设计，抓住关键工序，确保该工程项目保质保量地完成。2.3地质报告：拟建场地地面以下20m37 范围内地层划分为人工堆积层、新近沉积层和一般第四纪沉积层，按照地层岩性及土的物理力学性质指标将勘测深度范围内的地层分为5个大层，9个小层。2.3．1人工堆积层：分为粘质粉土填土和杂填土两层，层厚1.5-3.7m。2.3．2新近沉积层：分为年质粉土-粉质粘土和砂质粉土-粘质粉土，层厚3.3-5.6m。2.3.3第三大层为卵石混粘质粉土，层厚2.0-2.2m。2.3.4第四大层分为卵石层和细砂-中砂，层厚为6.0-7.9m。2.3.5第五大层分为卵石层和粘质粉土混卵石，层厚为3.5m。三、施工控制目标3.1质量控制目标达到国家施工验收规范合格标准。3.2项目安全管理目标职业健康安全目标：工地现场死亡事故、重伤事故、职业病发病率、重大设备事故均为0。一般工伤频率控制在施工人员总数的24‰以内。四、施工准备4.1施工部署⑴开挖前准备工作①将桩位附近的地面整平，清除杂物，必要时，换填软土，夯打密实；四周设置临时防护和安全照明。②桩位位于水浅区，可采用围堰开挖，并在孔口四周挖好排水沟。③支搭防雨罩棚，安装提升设备。④安设出渣道路，弃渣地点宜设在距桩孔10m以外，以防坍塌，堵塞孔道。⑵挖孔施工根据土质和桩孔布置决定开挖顺序，做到：37 相邻两孔不可同时开挖，避免因间隔壁薄和支承力不足造成塌孔。4.2技术准备（1）熟悉施工图纸及场地的地下土质、水文地质资料。（2）按施工图纸准确放线，放出桩位中心线和桩径，并认真进行技术复核。放线工序完成后，办理预检手续。（3）挖孔前，要把桩中心位置向桩的四边引出四个桩心控制点，用牢固的木桩标定。（4）开挖之前，有选择地先挖试验桩孔，桩孔数量不少于1个，用于分析土质、水文等有关情况。（5）开挖前应对施工人员进行全面的安全技术交底；要使安全技术管理在思想，组织措施都得落实，操作前对吊具进行安全可靠的检查和试验，确保施工安全。（6）专人负责按桩位编号，做好桩孔的垂直中心线、轴线、桩径、桩长和基岩土质的记录；钢筋笼和桩身混凝土等隐蔽验收记录，并在完工后整理编册分送有关单位并送技术部门存档。（7）护壁模板分节的高度视土质情况而定，一般可用50～100cm。每节模板安装，应设专人严格校核中心位置及护壁厚度，可用十字架对准轴线标记，在十字交叉中心悬吊垂球，复核模板位置，保证垂直度。符合要求后，可用木楔打入土中支撑模板，稳定位置，防止捣混凝土时模板发生位移。．4.3现场准备（1）桩身混凝土采用商品混凝土浇筑，按公司合格供应商名册向相关厂家采购。（2）施工人员作业要求①见证取样员：必须持证上岗，要求熟知材料及混凝土试块的取样规定，熟知混凝土试块的制作、养护规定，操作熟练；37 ②材料员：须持证上岗，要求熟知材料进场的检验、验收、入库规定；③计量员：应熟知计量器具的校检周期、计量精度、使用方法等规定，并掌握配合比单及其配料精度；④操作工人：应经过培训，并掌握井下作业、投料、搅拌、运输、浇筑、振捣等技术、安全交底内容，操作熟练。4.4机具准备根据工期要求及施工实际情况，主要施工机具设备按施工实际情况，主要施工机具设备按项目经理部的安排进场，详见附表1。4.5材料准备详见附表2。4.6劳动力准备根据具体情况和施工工期的要求，劳动力的准备分工种人员按项目经理部的安排进场，主要劳动力进场计划详见附表3。五、施工进度计划和保证施工工期及质量措施1、按计划要求备足人员、材料、机具及资金，需要时能及时调拨。2、对现场人、机、料、财进行动态管理，发现问题及时处理及时调整。3、在每一项工作开工前对施工人员进行施工技术交底，并履行签字手续。4、按公司合格供应商名册向相关商家采购材料，并按要求取样送检合格后才能使用。5、按要求每道工序都要经过自检、专检及交接检，并报监理验收合格后才能进行下道工序施工。6、做好相关工序的报请监理检查及相关部门的验收并办理签字盖章手续。7、做好挖桩记录，桩孔检查验收记录、钢筋隐蔽验收记录、轴线及标高复核记录、砼施工记录、桩身质量检测资料收集。37 六、施工方案6.1工艺流程挖孔桩施工工艺流程图场地平整桩位测定开挖桩孔检查有害气体浓度孔内出土立模灌注护壁下一循环成孔检查钢筋笼吊装就位灌注桩身砼砼配合比选配砼拌合与运输钢筋笼加工制作孔口设置吊架通风换气 放线定桩位→开挖第一节桩孔土方→支护壁模板放附加钢筋→37 浇筑第一节护壁混凝土→检查桩位（中心）轴线→架设垂直运输架→安装吊桶、照明、活动盖板、水泵、通风机等→开挖吊运第二节桩孔土方（修边）→先拆第一节支第二节护壁模板（放附加钢筋）→浇筑第二节护壁混凝土→检查桩位（中心）轴线→逐层往下循环作业。直至挖到设计要求的持力层及深度→开挖扩底部分→检查验收→吊放钢筋笼→放混凝土串筒（导管）→浇筑桩身混凝土（随浇随振）→插桩顶钢筋本工程设计桩径为φ1200，根据施工规范，护壁每节高度为1000mm，根据地勘报告，桩孔开挖会遇砂层，施工过程中至砂层处，护壁每节应小于500mm。为保证桩的垂直度，每浇灌完三节护壁后必须进行一次桩中心的位置及垂直度的校核工序。6.2操作工艺（1）放线定桩位及高程：在场地三通一平的基础上，依据勘察院提供的控制点和基础平面布置图，测定桩位轴线方格控制网和高程基准点。确定好桩位中心，以中心为圆心，以桩身半径加护壁厚度为半径画出上部（即第一步）的圆周。撒石灰作为桩孔开挖尺寸线。桩位定好后，必须经有关部门进行复查，办好预检手续后开挖。（2）开挖第一节桩孔土方：开挖桩孔应从上到下逐层进行，先挖中间部分的土方，然后向周边扩挖，有效控制开挖桩孔的截面尺寸。每节的高度应根据土质条件而定，以0.5～1.0m为宜。每挖完一节，必须根据桩孔口上的轴线吊直、修边使孔壁圆保持直下顺直一致。（3）支护壁模板、附加钢筋：为防止桩孔壁塌方，确保安全施工，成孔井圈设计为钢筋混凝土。护壁的厚度和混凝土强度等级必须满足设计要求。护壁模板采用拆上节、支下节重复周转使用。模板固定，也可以在每节模板的上下端各设一道圆弧形的、用槽钢或角钢做成钢圈作为内侧支撑，防止内模因受涨力而变形。不设水平支撑，以方便操作。第一节护壁以高出地坪20037 mm为宜，壁厚比下面护壁厚度增加100～150mm，便于挡土、挡水，上下护壁间的搭接长度不得少于50mm。桩位轴线和高程均应标定在第一节护壁上口。（4）浇筑第一节护壁混凝土：桩孔护壁混凝土每挖完一节以后立即浇筑混凝土。人工浇筑，人工捣实，坍落度控制在100mm以内，确保孔壁的稳定性，根据土质情况，尽量使用速凝剂，尽快达到设计强度要求。发现护壁有蜂窝、漏水现象，及时加以堵塞或导流，防止孔外水通过护壁流入孔内，保证护壁混凝土强度及安全。护壁混凝土应根据气候条件，浇灌完必须经过24h后方可拆模。（5）检查桩位（中心）轴线及标高：每节桩孔护壁做好以后，必须将桩位十字轴线和标高测设在护壁的上口，然后用十字线对中，吊线坠向井底投设，以半径尺杆检查孔壁的垂直平整度。随之进行修整，井深必须以基准点为依据，逐根进行引测。保证桩孔轴线位、标高、截面尺寸满足设计要求。（6）架设垂直运输架：第一节桩孔成孔以后，即着手在桩上口架设垂直运输支架。要求搭设稳定、牢固。（7）安装吊桶、照明、活动盖板、水泵和通风机。在安装滑轮组及吊桶时，注意使吊桶与桩孔中心位置重合，作为挖土时能直观控制桩位中心和护壁支模的中心线。井底照明采用16V低压防水照明灯具。桩孔上人员密切观察桩孔下人员的情况，互相呼应，切实预防安全事故的发生。桩孔口安装水平推移的活动盖板，当桩孔内有人挖土时，应掩好安全盖板，防止杂物掉下砸伤人。无关人员不得靠近桩孔口边。吊运土时，再打开安全盖板。（8）开挖吊运第二节桩孔土方（修边）：从第二节开始，利用提升设备运土，桩孔内人员必须戴安全帽，地面人员必须系好安全带。吊桶离开孔上方1.5m37 时，推动活动安全盖板，掩蔽孔口，防止卸土的土块、石块等杂物坠落孔内伤人。吊桶在小推车内卸土后，再打开活动盖板，下放吊桶装土。桩孔挖至规定的深度后，用支杆检查桩孔内的直径及井壁圆弧度，修整孔壁，使上下垂直平顺。（9）先拆除第一节再支第二节护壁模板，放附加钢筋，护壁模板采用拆上节支下节依次周转使用。一般地按照大于24h进行控制拆模（24h拆模强度约5MPa以上)。模板上口留出高度为200mm的混凝土浇筑口。（10）浇筑第二节护壁混凝土：混凝土用串桶运送，人工浇筑，人工插捣密实。（11）检查桩位中心轴线及标高：以桩孔口的定位线为依据，逐节校测。（12）逐层往下循环作业，将桩孔挖至设计深度，清除虚土，检查土质情况，桩底应支承在设计所规定的持力层上。（13）假若遇到滞水层时流动性淤泥或涌土、涌砂，每节护壁高度可减少至300～500mm，必须随挖、随验、随浇注混凝土。孔中央挖积水坑抽水，每天一节，而且护壁36小时后才能拆膜，确保砼护壁完整性，必要时钢模板打入桩孔。确保施工人员安全。（14）检查验收：成孔以后必须对柱身直径、孔底标高、桩位中线、井壁垂直度、虚土厚度进行全面测定。做好施工记录，办理隐蔽验收手续，并经监理工程师或建设单位项目负责人组织勘察、设计单位检查签字后方可进行封底施工。以免浸泡土层软化。（15）挖孔桩桩芯钢筋笼采取现场孔外成型，用吊车或塔吊吊运放入孔内定位，钢筋笼纵向钢筋连接宜优先采用机械连接，当采用单面搭接焊连接时，单面焊接焊缝长度为10d，轴心相对，接头应错开35d且不小于500mm，同一截面内，接头数量不得超过钢筋总面积的50%。钢筋笼内环钢筋与纵向钢筋连接采用电弧焊，钢筋笼外环钢筋与纵向钢筋的连接采用绑扎，为防止钢筋笼变形，笼内设加劲支撑。为保证钢筋笼位置正确和砼保护层厚度，在笼的四周纵向筋每隔3m加焊一钢筋耳环，作钢筋笼定位控制用。（16）吊放钢筋笼：钢筋笼按设计要求配置，采用吊车或塔吊37 将其扶直放入孔内。钢筋笼放入前应先绑好砂浆垫块。吊放钢筋笼时，要对准孔口，直吊扶稳、缓慢下沉，避免碰撞孔壁。钢筋笼放到设计位置时，应立即固定。遇到有两段钢筋笼连接时，应采用机械焊接，接头数按50%错开，以确保钢筋位置正确，保护层厚度符合要求。（17）浇筑桩身混凝土：桩身砼采用商品砼浇筑，每一车的商品砼必须进行坍落度的检测，坍落度检测合格后方能进行桩身砼的浇筑。本桥桩孔深度超过12m，宜采用混凝土导管浇筑，以免混凝土离析，影响混凝土整体强度。（18）桩体混凝土要从桩底到顶标高一次完成。（19）在灌注混凝土过程中，注意防止地下水进入，不能有超过50mm厚的积水层，否则，应设法把混凝土表面积水层用导管吸干，方可灌注混凝土。如渗水量过大(>1m3/h)时，应按水下混凝土操作规程施工。（20）混凝土边灌注边捣实，宜采用插入式振动器和人工捣实相结合的方法，以保证混凝土的密实度。（21）在灌注桩身混凝土时，相邻10m范围内的挖孔作业停止，并不得在孔底留人。（22）混凝土浇筑到桩顶时，应适当超过桩顶设计标高，以保证在剔除浮浆后，桩顶标高符合设计要求。桩顶上的插筋应保持设计尺寸，垂直插入。（23）桩身浇筑完后应对混凝土淋水养护不少于7天，并用麻袋覆盖。待混凝土试件送检达到设计强度后，桩身完整性检测采用声测管检测。七、施工常见问题及预防、处理方法1、塌孔（1）产生原因a、混凝土护壁养护期内，孔底积水，抽水后孔壁周围土层内产生较大水压差，从而易造成孔壁土体失稳。37 b、土层挖孔深度大于土体稳定极限高度。c、孔底偏位或超挖，孔壁原状土体结构受到扰动、破坏或松软土层挖孔，未及时支护。d、流砂导致塌孔（2）预防措施及处理办法尽可能避免桩孔内产生较大的水压差；挖孔深度控制不大于稳定极限高度；并防止偏位或超挖；在松软土层挖孔，及时进行支护，对塌方严重孔壁，用钢护筒护壁，用混凝土浇灌填塞，并在护壁的相应部位设泄水孔，用以排除孔洞内的积水。其中针对该工程地质情况，主要对流沙现象进行预防，首先将护壁减少到50cm一节，在开挖前用长1.5m—2m的钢筋每隔15cm沿壁侧45向孔周土体打入，然后用稻草塞住侧壁。护壁砼的钢模可晚拆使护壁砼达到足够的强度；模板及其支撑系统要有足够的刚度、强度和稳定性。以保证模板及其支撑系统在砼和砼浇筑过程中，不致产生变形和失稳；新模板要浇水充分润湿，要认真涂抹隔离剂。对旧模板要仔细整修，将板面粘结砂浆和混凝土块清除干净；在混凝土浇筑过程中严禁振动和冲击模板及其支撑系统；模板拼接处要严密，不准漏浆。2、截面大小不一或扭曲（1）产生原因挖孔时未对每节对中量测桩中心轴线及半径。土质松软难以控制半径、孔壁支护未严格控制尺寸。（2）预防措施及处理方法挖孔时按每节支护量测桩中心轴线及半径，遇松软土层加强支护，严格认真控制尺寸。3、混凝土局部不够密实37 （1）产生原因由于一次灌注过厚，振捣不好，振捣器插深不足，少振或漏振等原因。（2）预防措施及处理方法避免一次灌注过厚，振捣密实后再灌注下一层混凝土。4、混凝土局部离析（1）发生原因由于混凝土搅拌时间不够，溜槽或串筒过短，车上混凝土直接向孔內倒下。（2）预防措施及处理方法禁止混凝土直接向孔內倒下。5、钢筋笼成型有弯曲(香蕉形)或扭曲形象（1）产生原因由于主筋未预先调直，也未把箍筋焊接在主筋位置上等分距离点上，制作钢筋笼的底垫高低不平等原因造成，至使主筋的混凝土保护层厚薄不均，甚至露筋影响质量。（2）预防措施及处理方法预先把主筋调直，把箍筋焊接在主筋位置上等分距离点上，制作钢筋笼的底垫等高。八、质量标准和注意事项人工挖孔桩的检验应按现行有关规定及《建筑地基与基础工程施工质量验收规范》GB50202—2002设计文件的质量要求进行。①施工前应对水泥、砂、石子（如现场搅拌）、钢材等材料进行见证取样坚持检测合格后方可使用，对每一车进场商品混凝土进行坍落度的检测合格后方可在工程上使用。对施工组织设计中指定的施工顺序、监测手段（包括仪器、方法）也应检查。37 ②施工中应对成孔、清渣、放置钢筋笼，灌注混凝土等进行全过程检查，应复验孔底持力层土（岩）性。③施工结束后，整理好资料提交有关部门检查和验收，并应做桩体质量及承载力的检测。④认真检查桩径、护壁厚度、拉结筋、配筋、混凝土强度等级确定符合设计要求。护壁混凝土必须保证密实度，并根据土层渗水情况加入速凝剂，护壁如有蜂窝、漏水应及时补强堵漏以防造成事故。每节护壁应在当日连续浇注成活。⑤认真检查和核查轴线和标高，杜绝漏桩现象。九、成品保护（1）已挖好的桩孔必须用木板或脚手板、钢筋网片盖好，防止土块、杂物、人员坠落。严禁用草袋、塑料布虚掩。（2）已挖好的桩孔及时验收放好钢筋笼，及时浇筑混凝土，间隔时间不得超过4h，以防塌孔。有地下水的桩孔应随挖、随检、随放钢筋笼、随时将混凝土灌好，避免地下水浸泡。（3）桩孔上口外圈应做好挡土台，防止灌水及掉土。挖出的泥土应集中堆放或及时运走，孔口周边1m范围内严禁堆放泥土。（4）保护好已成型的钢筋笼，不得扭曲，松动变形。吊入桩孔时，不要碰坏孔壁。（5）钢筋笼不应被泥浆污染：浇筑混凝土时，在钢筋笼顶部固定牢固，限制钢筋笼上浮。（6）桩孔混凝土浇筑完毕，应复核桩位和桩顶标高。将桩顶的主筋或插铁扶正，用塑料布或草帘围好，防止混凝土发生收缩、干裂。（7）施工过程中妥善保护好场地的定位线桩、水准点。不得辗压墩头，弯折钢筋。37 10、安全技术措施10.1建立安全保障体系为确保人工挖孔灌注桩工程施工顺利进行，建立以项目经理为现场安全第一责任人，由施工员、专职安全员、班组长组成项目部安全生产领导小组，负责工程安全生产管理、实行安全生产培训和教育、安全生产检查、班前安全活动、安全技术交底、安全防护设施检查验收以及施工过程安全生产执行落实的情况监督工作。10.2安全技术措施（1）对现场的工人必须进行操作前的安全教育，并熟知本工种的安全技术操作规程。施工人员进入孔内必须戴安全帽系好安全带，不得穿拖鞋上岗，孔内有人时，孔上必须有人监护防护，护壁要高出地面150～200mm，挖出的土方不得堆在孔四周1.5m范围内，以防滚入孔内和给护壁造成侧压力，孔周围设置0.8m高的安全防护栏杆。在挖桩的过程中随时观察土体松动情况，必要时可缩短每节高度，如有塌孔用砌砖、钢板桩、木板桩封堵；操作进程要紧凑，不留间隔空隙，避免塌孔。挖孔暂停施工时，井口必须用盖板盖好。（2）施工现场的一切电源、电路的安装和拆除必须由持证电工操作；电器必须严格接地、接零和使用漏电保护器。各孔用电必须分闸，严禁一闸多用。孔上电缆必须架空2.0m以上，严禁拖地和埋压土中，孔内电缆、电线必须有防磨损、防潮、防断等保护措施。值班电工必须经常检查一切电器设备及电路，加强维护，及时发现问题并进行妥善处理。防水漏电开关动作时间小于0.1秒，电流小于15毫安，各种电器设备必须符合有关规定。（3）施工现场所有设备、设施、安全装置、工具配件以及个人劳保用品必须经常检查，确保完好和使用安全。37 （4）桩孔内必须放置爬梯，随挖孔深度增加放长至工作面，以做安全使用。严禁酒后操作，不准在孔内吸烟和使用明火作业。需要照明时应采用安全矿灯或12V以下安全灯。（5）当桩孔开挖深度超过5m时，应在孔底面以上3m左右处的护壁凸缘上设置半圆形的密眼钢筋做成的安全防护网。防护网随着挖孔深度适当向下设置的增加，在吊桶上下时，作业人员必须站在防护网下面，停止挖土，注意安全。（6）每天开工前必须检测井下有无毒害气体和缺氧现象，同时检查前一天施工的护壁是否开裂，是否有安全隐患，若有有毒气体和缺氧则不能施工，确定桩孔空气新鲜及孔壁牢固后才能施工。装孔开挖深度超过10m时，应采用鼓风机设备送风，风量不宜少于25L/S。（7）井下通讯联络要通畅，施工时保证井口有人，井上井下的人叫喊互相听到，井下的工作人员必须经常注意观察，检查井下是否存在塌方，涌水和流沙现象，以及时报告，及时处理。（8）每天开挖深度不准超过1m，开挖深度1m或0.5m则进行浇灌护壁，护壁砼凝固后，方能进行下一级施工，以每一节作为一个施工循环，挖好每节土方后接着浇灌一节砼护壁，若遇流沙泥区每节高度小于0.5m。（9）提拉设备应有限位器。吊桶装土，不应太满，以免提升时掉落伤人。同时每挖完一节，应清理桩孔顶部周围松土、石块，防止坠落伤人。（10）雨天不宜进行人工挖桩孔的施工。如确需施工时，现场必须做好排水的措施，严防地面雨水流入装孔内，致使桩孔塌方。（11）井内有蓄水时，必须用水泵抽干后，才能工作，抽水时必须保证有人监视，不准带电或水泵工作时人机同时操作，抽水至地面要有组织排水，指定放置到排水沟内，不得乱放乱排水。相邻5m范围内有桩孔正在浇灌桩芯砼或者桩孔蓄有深水时，不得下井作业。（12）桩端入岩，风钻难于作业时，可采用无声爆破作业方法进行。37 （13）施工人员必须熟悉所挖孔的地质情况，并要勤检查，注意土层的变化当遇到流砂、大量地下水等影响挖土安全时，要立即采取有效防护措施后，方可继续深挖。抽水时加设隔砂滤网，避免把砂抽空造成塌方。（14）如遇流动性淤泥或流砂时，孔壁应采用钢护筒施工。对较易塌方施工段要即挖、即校对、即验收、即灌注护壁混凝土。要保证混凝土密实度，避免渗漏。（15）对少量流砂的桩位，先将附近无流砂的桩孔先挖深，使其起集水井作用，集水井应选在地下水流的上方，用水泵抽水时，将桩孔和附近的地下水位降至井底下，使井底部免除水淹状态下施工。（16）发现流砂层，应减少每节护壁高度，可用30～50cm。混凝土应加速凝剂，加快凝固速度。（17）孔径较大的扩大头施工时，必须在已挖好的部分架设支撑，验孔后立刻用混凝土封底，减少孔底暴露时间，以免塌孔。（18）对现况地上建筑物、地下管线采取定期监测措施，在施工时采取环境安全监测措施及巡查旁站措施。10.3地下管线保护措施地下现况管线在施工前须准确调查了解现况地下管线的种类、平面位置、高程和走向。当现况管线埋深覆土较浅，须配合有关管理部门对现况地下管线进行改移，以确保施工条件要和各种现况地下管线的运行安全。10.3.1管线开挖（1）管线开挖必须采用人工开挖，作业前进行技术交底，避免野蛮施工。（2）需要保护、加固处理的管线必须全部挖出曝露，不得遗漏；需要改线、废除的管线视情况全部或部分挖出。（3）沟槽宽度及深度要满足线缆保护的需要。（4）挖出曝露的线缆不得悬空，沟槽内清洁，无杂物、块石等。（5）加强现场值班管理力度，做到防偷盗、防破坏。37 10.3.2管线保护方法本工程根据实际情况对地下管线进行改线。对电信、电力等管线进行改移。首先区分其性质，向管线单位审定允许沉降值，同时开挖样洞，查明管线与结构的相对位置，直观了解管线走向和标高，对离结构距离较小的硬管，开挖管顶土方使之暴露，插入钢筋标出位置。在开挖施工时，进行跟踪监测，使管线的改移在规定的范围之内。十一、职业健康和环境保护要求（1）在施工过程中严格控制噪声的产生，在装拆胶合模板时，严禁野蛮敲打。在振捣砼时应避免振动棒直接碰振钢筋，不准大声高喊。（2）在选用和装拆设备时，应尽量使用噪声小的设备和装拆方法。（3）应避免小范围作业场所用大功率的照明灯，合理使用用电设备，严禁电器设备带病工作，用完电器随手关电，减少空转，杜绝长明灯。（4）项目部设置可回收和不可回收垃圾桶及可回收和不可回收垃圾池，并做好标识。危险废弃物交由材料员统一联络有资格的单位处理。（5）对不可回收固体废弃物的处理：项目部负责把垃圾交给当地环保机构处理，并随时监控运输及处理的全过程。（6）对可回收固体废弃物的处理：项目部负责选择可靠的回收商进行回收，确保被回收利用。（7）现场清洗砼搅拌机及泵管、浆桶等的水需经沉淀池沉淀后方能向外排。（8）生活排水口设置杂物隔网，食堂排水设置油池，卫生间排水设化粪池，防止杂物、油污、大便直接排入管网，造成堵塞及污染。（9）项目部成立以项目经理为组长的消防安全领导小组，并制定消防安全管理制度。（10）项目部对新工人进行安全教育时，要同时进行消防安全的教育。37 （11）工地用火及焊工烧焊前应提出动火申请，经批准后方可进行。（12）施工现场配置足够的灭火器，吸烟人员到指定点吸烟。（13）项目部配备足够的管理人员，经常组织召开安全会议，及时解决安全方面发现的问题，经常提醒员工随时随地时时处处注意施工安全。（14）每天开工前必须进行身体自检，有病、有伤者不要带病上岗，不能酒后上岗，保持头脑清醒，身体健康。进场施工必须戴安全帽，不得穿拖鞋上岗。（15）严禁无关人员及小孩进入工地，禁止携带危险品进入工地。（16）施工用机械设备要经常检修保养，确保运转正常，设备有防雨防尘措施。（17）做好高空作业防护及“四口”、“五临边”的防护搭设，配备用好“三宝”及其他劳保用品。（18）适时组织灭“四害”活动，经常检查宿舍卫生。做好防治传染病工作，发现病例立即隔离检查治疗。（19）砂、石、水泥的投料人员应戴口罩，防止粉尘污染；（20）振动器的操作人员应穿绝缘胶鞋和配戴绝缘胶皮手套；（21）进出车辆减速慢行，禁鸣喇叭。十二、施工中常见的安全事故及预防措施(1)有毒气体中毒①由于地质复杂，可能会有有毒气产生，人吸入后产生中毒。②预防措施：a)工人进场前应进行专项安全技术交底，针对有害气体可能造成危害进行教育，使操作人员知道如何避免中毒；b)37 开工前应先向井下送风10分钟，用小动物沉井5~10分钟，经上述两种方法处置，并确认井下空气新鲜，空气持流通后才能下井作业，并保持连续向井下送新鲜空气；确保井下人员安全。(2)物体打击①产生原因：a)井口石块、土块、工具、杂物等坠落；b)吊放钢筋笼时，钢丝绳脱落，卡扣断裂、钢筋笼坠落；②预防措施a)操作人员进场必须戴好安全帽，井口应按规范要求设围护80cm高挡板。b)吊运泥土的绳及安全卡扣应每班班前检查是否完好、可靠，不符合要求的必须立即更换。c)吊入钢筋笼时应有安全员在现场监督，操作人员及安全员应检查吊点、钢丝绳、安全卡扣是否符合要求，从起吊及就位过程必须有专职人员指挥，确保安全。（3）高处坠落：①产生原因：a)基坑边没有设防护栏杆；b)井口没有安装安全盖板。②预防措施：a)在有高差的边坡设置1200mm高安全护栏，设置上下基坑的安全通道，规范施工人员的行走线路。b)设置上下井的安全软爬梯，严禁操作人员爬护壁或用绳索上下桩孔井。c)孔井施工完成作业后，每班必须将井用安全盖板盖严；d)加强现场安全检查责任度，由项目经理负责组织，专职安全员负责进行班前、施工过程及每班完成后的安全检查工作。（4）桩孔坍塌：①产生原因：37 a)支护强度不够.②预防措施：a)严格控制配合比,护壁钢筋,厚度符合设计要求.。b)护壁混凝土达到一定强度方可拆摸。（5）触电①产生原因：a)电器，电缆漏电b)带电作业②预防措施：a)作业前先检查电器电缆的安全性能保证不漏电．b)严禁带电作业．十三、质量记录1、水泥出厂合格证及水泥试验报告；2、钢筋出厂合格证及钢筋试验报告；3、砂石试验报告4、试验室签发的混凝土配合比报告5、混凝土开盘鉴定记录6、混凝土试块抗压强度试验报告7、商品混凝土出厂合格证及相关配套资料8、桩基工程质量验收报告9、桩基的质量和承载力的检测报告10、人工挖孔灌注桩成孔施工记录11、人工挖孔灌注桩混凝土施工记录12、桩位测量放线图、桩位竣工平面图及桩顶标高图13、设计变更通知单37 14、桩基子分部、分项、检验批工程质量验收记录（原材料、钢筋笼、墩孔验收、混凝土施工）十四、文明施工方案1．整个施工现场必须设置高度不小于1.8m封闭围挡，基坑四周设置1.2m高钢管护栏，用密目式安全立网封闭，悬挂标识。2．工地进口处悬挂工程概况、管理人员名单及监督电话、安全生产规定、文明施工、消防保卫五报、施工现场总平面图。3．工地主干道必须硬化处理，保持排水设置通畅，挖桩抽出的水必须排到排水沟里，经沉淀后排入下水道。场地不许有积水现象。4．工地现场材料应分类堆放整齐并标识，挖出的土方应每天及时运出基坑外集中统一拉走。5．施工现场整体布置、设施配备应符合文明施工要求。6．施工现场办公、生活区与作业区分开设置，保持安全距离。7．消防器材配制合理，符合消防要求。8．按照TN—S系统要求配备五芯电缆、四芯电缆和三芯电缆。9．对靠近施工现场的外电线路，设置木质、塑料等绝缘体的防护设施。10．按三级配电要求，配备总配电箱、分配电箱、开关箱三类（铁质）标准电箱。开关箱应符合“一机、一箱、一闸、一漏”制，三类电箱中的各类电器应是合格品。11．按两级保护的要求，选取符合容量要求和质量合格的总配电箱和开关箱中的漏电保护器。12．所有施工人员进场时必须接受安全；文明施工教育。施工现场内必须戴好安全帽，不得穿拖鞋和酒后上岗。十五、挖孔桩遇流沙措施1、挖1237 m以上深孔开孔时遇到砂性土、淤泥、流砂、很容易发生护壁外围泥砂塌落。如果地下涌水量不大，塌落不严重，可以用挡土板支撑，同时用直径25㎜圆钢加固或钢板套筒突击成孔浇筑砼护壁。2、挖孔时遇到厚的流砂层、淤泥层，尤其遇到大量地下水，随着护壁外围泥砂大量塌落，砼护壁成为悬空状态，失去支撑，进而产生裂纹，直至断裂、脱落。3、遇到这种情况，在施工时应采取加强措施：（1）顶层护壁用直径20㎝圆钢加设2～4个吊耳，用钢丝绳固定在地面木桩上。（2）加密护壁竖向钢筋，并让钢筋伸出20㎝以上，与下一节护壁的竖向钢筋及箍筋连成整体，然后再浇筑成形。如果有必要，可在挖孔桩中部护壁上预留直径200㎜左右的孔洞，但该部位的地质要选择比较坚硬的土壤，然后再将护壁与护壁外周的土锚在一起。这样护壁就不会断裂脱落。（3）在已成形的护壁上钻孔至砂土薄弱层，以充填、渗透和挤密的形式把灌浆材料充填到土体的孔隙中，以固结护壁外围土体，护保壁周泥砂不坍落，从而增加桩周摩擦力。压力灌浆材料可选择粉煤灰、早强型水泥混凝土、石灰粘土混合料等。（4）若发现流砂迹象，应提前采取侧壁打花管注浆的方法，预防地面沉降及保证施工安全进行。十六、突发事件应急预案16.1基础施工的危险源和可能造成的伤害本工程采用人工挖孔桩基础，存在以下危险源：人工挖孔桩工人劳动强度大，作业环境差，危险源较多：人员、施工车辆在孔口周行走、施工，造成的坠物落孔、人体落孔；人员在开挖面下部施工，触电、起重工具失灵、塌孔、孔内煤层有毒气体、吊桶内石块掉下等。37 可能造成的伤害：坍塌、触电、高处坠落、物体打击、机械伤害、车辆伤害、中毒、火灾等安全事故，可造成建筑物或构筑物坍塌、人员肢体伤残、劳动能力丧失、死亡。16.2应急与响应机构、职责与应急准备16.2.1应急与响应机构（1）现场指挥组组长：项目经理副组长：项目副经理成员：技术负责人职责：全面协调和指导事故应急救援工作，制定应急措施或应急预案，督促项目部做好应急准备工作。事故发生后，按照应急救援预案迅速组织开展抢险救灾工作；对应急工作中发生问题提出紧急处理意见和建议；紧急调用抢险救灾物资、设备、交通工具和人员；必要时向地方政府报告、请求支援，向公司报告事故救援情况。对伤亡人员进行善后处理，做好家属的接待和安抚工作；配合保险部门做好相关理赔事宜；向上级报告善后处理情况。（2）抢救疏散组组长：项目经理成员：总工、工长、安全负责人职责：负责对项目部的突发紧急情况抢险救灾工作，迅速赶赴事故现场，紧急调用抢险救灾物资，做好事故现场的交通疏导和指挥人员疏散；保护事故现场；及时向应急救援领导小组报告事故动态。负责组织抢救受伤人员、疏散物资材料、汽车、设备工作，了解事故现场需要抢救人员的数量和抢救地点、危险程度并具体组织抢救疏散。通过各种方法了解事故现场全面情况及其变化，及时向现场指挥组提供真实可靠的情况。37 （3）医疗救护组组长：技术负责人成员：职责：主要负责组织抢救伤员的应急救护工作，抢救伤员，及时将伤员送往医院，必要时与医院联系，请求支援。（4）安全警戒组组长：组员：职责：负责现场警戒工作、禁止无关人员进入、保护好事故现场。（5）后勤供应组组长：成员：职责：负责车辆及相应工具的供应，迅速调配抢救运输车辆至事故发生点；提供和检查抢险人员的装备和安全防护。18.2.2应急准备（1）施工现场备有“应急药箱”（备有常用外伤药品、止血纱带），夹板、担架、安全带等，施工现场的专职安全员和班组的若干名作业人员必须懂得现场简易急救知识。（2）值班人员每天对现场进行巡视至少两次，发现异常情况，如人体落孔、触电等，需立即电话通知项目经理或指挥组其他成员，值班人员严禁使用明火取暖。（3）宣传教育：对全体员工进行应急知识教育，组织各种形式的应急知识学习，掌握处理紧急事件的应急措施，提高全员的应急意识和应急应变能力。37 （4）应急演练：使用本预案对职工进行遭遇事故时的报警、逃生、抢救、应急处理训练，测试应急响应的应变能力、应急响应的可行性，对存在的不符合及时更改，并保存记录。16.3应急响应16.3.1报告联络重大事故发生后，迅速启动应急救援预案，事故发现者与受害者应设法将险情报告给出事现场附近的人员或项目部，说明事故地点，事故原因，严重程度。接到事故报告后，项目部立即通知抢险队投入抢险救灾行动，初步判断为重大安全事故后，立即报告分公司、公司。（1）报告流程当事故发生时、按以下工作流程迅速报告：事故第一发发现人→现场值班人员→现场指挥组→人民医院→分公司→公司及市建管处安监站。（2）报告内容现场伤害事故发生时间、地点、伤亡和财产损失基本情况，可能产生的后果、性质、当前现场状况初步减少伤亡损失的应急措施。（3）联系方式利用对讲机和电话联系生产部门和安全部门值班人员，由值班人员按流程逐级报告。（4）外界联络医疗救护组与医院急救中心取得联系，报告事故地点人员伤亡情况，联系医务人员及救护车辆。抢救疏散组随时与急救中心保持联系，指挥疏散，小组派专人在路口引导救护车辆，以便顺利准确到达指定地点。(指定应急救护医院详见后面附图)18.3.2疏散（1）抢救疏散组首先了解事故现场有无被困地点和抢救通道是否畅通。37 （2）抢救疏散组在极易造成拥挤疏散通道布置专人看护。（3）抢救疏散组派专人引导疏散至安全地带，并确认是否有人员未能脱离危险区，如存在立即进行施救。（4）现场指挥组调派现场安全值班车辆到达事故现场待令，并联系施救所需设备、器具。18.3.3应急响应措施（1）事故发现者或先行赶到的抢救人员尽快切断与事故相关的电源，使设备停止运转，并立即通知电工陆宇全切断总电源，必要时拆除机器设备救人，尽快让伤者撤离危险地带。（2）项目部现场指挥组负责现场指挥，组织抢险救灾工作；公司应急救援组织到达现场后，项目部应简明汇报现场情况，由公司应急救援领导小组负责指挥，项目部应急救援小组负责具体的抢险、通讯、医疗救护、交通以及后勤保障和善后处理工作，公司应急救援组织负责协调安排。（3）救援队员根据伤害事故类别、受伤部位采取不同的抢救方法抢救伤员，立即与医院联系，将伤员就近送往医院。（4）抢救疏散组迅速对事故现场是否存在二次危险源进行确认、防止事故蔓延扩大，若事故现场存在有再次发生事故的危险源时，在采取可能的应急措施后，立即抢救疏散被困现场人员，立即组织施救。（5）施救措施①发现操作人员孔底中毒应急措施程序：立即增加一台气泵将新鲜空气灌入桩孔内→抢救人员戴好防毒面具进入桩孔内救人→采用提升绞车将被抢救人员吊到地面→送医院抢救。②操作人员发现孔底坍方应急措施程序：立即用提升绞车放入桩孔内→采用提升绞车将被作业人员吊到地面。37 ③人员发现孔内电器有漏电或发生吊土设备故障造成落物伤人应急措施程序：立即切断配电箱电源→立即用提升绞车放入桩孔内→采用提升绞车将被作业人员吊到地面→检查漏电保护。④发生物体打击：抢救疏散组立即使伤员脱离危险区域，救护组确认疏散出来的人员伤势情况，在医疗人员未到之前救护组人员根据伤势情况采取止血、人工呼吸相应的急救措施，根据伤情情况、救护组依照先重后轻的原则分批送往医院进行救治。⑤中毒：抢救组立即赶往事故现场，检查中毒患者基本症状，后勤保障组及时调派安全值班车到达事故现场，并与相关单位和部门联系抢救所需设备、器具，在医疗人员未到之前、救护组对患者采取现场应急救护措施，转送中毒人员途中，应有抢救人员相随，密切观察患者病情变化，随时采取应急救助措施。（6）抢救组到达出事地点，在项目经理指挥下分头进行工作：①首先抢救组和项目经理一起查明险情：若是触电事故，确定触电者的电源是高压电还是低压电？触电电源是否被切断？是否还有发生触电的可能和危险物？若是土方坍塌事故，确定是由于挖得太深还是碰到了大量的地下水？若是气体中毒事故，确定是哪种气体引起中毒。抢救组提出救护方案；项目经理主持商定抢救方案。对低压触电事故的处理，采取边抢救边汇报的处理方式。对高压触电事故、土方坍塌事故、气体中毒事故采取边准备边汇报的处理方式，项目经理向公司主管副总经理请示汇报批准后组织实施。②保安组负责把出事地点附近的作业人员疏散到安全地带，并进行警戒不准闲人靠近，对外注意礼貌用语。③37 抢救组电工负责快速使触电脱离低压电气线路的电源。其方法：如果事故离电源开关较近，应立即切断电源开关；如果事故离电源开关太远，不必立即断开，救护人员可用干燥的衣服、手套、绳索、木板、木棒等绝缘物作为工具，拉开触电或挑开电源线使之脱离电源；如果触电者因抽筋而紧握电线，可用干燥的木柄斧、胶把钳等工具切断电线；或用干木板、干胶木板等绝缘物插入触电者身下，以隔断电流。④伤者按伤势轻重采取不同的救护方法：如伤者呈一定的昏迷状态，还未失去知觉，则应让他静卧，保持安静，再旁看护，并召请医生。如伤者已失去知觉，但还有呼吸和心脏跳动，应使他舒适地静卧解开衣服，让他闻些氨水，或在他身上洒些冷水，摩擦全身，使他发热。如天冷还要注意保暖保温。同时，迅速请医生诊治，如发现呼吸困难，或逐渐衰弱，并有痉挛现象，则应立即进行人工氧合:即用人工的方法，以使到恢复心脏跳动和人工呼吸互相配合的作用。如伤者呼吸、脉搏均已停止，也不能认为已经死亡必须立即进行人工氧合，进行紧急救护，同时迅速请医生抢救。⑤人工氧合基本内容和步骤人工氧合是急救行之有效的科学方法，人工氧合包括人工呼吸和心脏挤压（即心脏按摩两种方法）。根据伤者的具体情况，这两种方法可以单独使用，也可以配合使用。a.口对口（鼻）式人工呼吸法的步骤：使伤者仰卧，头部尽量后仰鼻孔朝天，下颚尖部与前胸大体保持在一条水平线上；伤者颈部下方可以垫起，但不可在伤者头部下方垫枕头或其他物品，以免堵塞呼吸道；使触伤者鼻孔（或口紧闭），救护人员深吸一口气后紧靠伤者的口向内吹气，为时约2S；吹气完毕，立即离开伤者的口（或鼻），并松开伤者的口（或鼻），让他自行呼气，为时约3S。37 b.心脏挤压的操作方法、步骤：如果伤者呼吸没停止而心脏跳动停止了，则应进行心脏挤压。施行胸外挤压是使伤者仰卧在比较坚实的地或地板上，仰卧姿势与口对口（鼻）人工呼吸的姿势同。操作方法如下：救护者睡在伤者腰部一侧，或者骑跪在他的身上，两手相叠，手掌根部放在心窝稍高一点的地方，即两乳头间略下一点，胸骨下三分之一处；掌跟用力向下（脊背方向）挤压，压出心脏里面的血液。对成人应压陷3～4cm。以每秒挤压一次，每分钟挤压60次为宜。挤压后，掌根迅速全部放松，让伤者胸廓自动复原，血液充满心脏；放松时掌根不必马上离开胸廓。应当指出，心脏跳动和呼吸互相联系的，心脏跳动停止了，呼吸很快就会停止；呼吸停止了，心脏也维持不了多久，一旦呼吸和心脏跳动都停止了，则应当同时进行口对口（鼻）人工呼吸和胸外心脏挤压，如果现场仅一个人抢救，则两种方法交替进行，每吸气2～3次，再挤压10～15次。急救过程中，如果伤者身上出现尸斑或身体僵硬，经医生做出无法救活的诊断后方可停止人工氧合。（7）同时电话报告公司领导，报告应急救护领导小组，做好事故发生后的现场保护工作，避免人为破坏，以便对事故进行取证、调查和处理。（8）事故发生后，在24小时内写出书面报告，报送工程所在地的有关上级部门（建设局、劳动局、总工会、安全生产监督局、建设安监站等）。18.3.4现场保护与恢复（1）现场保护①安全警戒组划定安全警戒区域并组织相关人员认真保护事故现场，凡与事故有关的物体、痕迹、状态均不得破坏，为抢救伤员需要移动现场某些物体时，必须做好现场标志。②成立由项目部经理牵头，由施工部、技术部、安全等部门人员及工会组织成员的事故调查组、配合有关部门收集相关证据分析事故原因。（2）现场恢复①37 抢险工作完毕，公司安全处和地方安监部门现场调查取证结束后，充分辩识恢复过程中存在的危险源，当安全隐患彻底清除后，方可恢复正常工作状态。②紧急情况和应急措施实施后应对现场进行清理，检查现场的施工用电、机械设备和其它设施的状态、性能是否符合规定要求，对不符合要求的立即整改，经检查合格后方可使用。③紧急情况发生后，应对现场的风机、灭火器材、水源和其它设施进行检查，对不符合规定要求的应及时维修或补充，以备下次可靠使用。16.4事故报告事故发生后，在24小时内写出书面报告，报送工程所在地的有关上级部门（建设局、劳动局、总工会、安全生产监督局、建设安监站等），报告内容：①发生事故的单位及事故发生时间、地点；②事故单位行业类型、经济类型、企业规模；③事故的简要经过、伤亡人数、直接经济损失的初步估计；④事故原因及性质的初步判断；⑤事故抢救处理的情况和采取的措施；⑥需要的有关部门和单位协助事故抢救和处理的有关事宜；⑦事故报告单位、签发人和报告时间。16.5突发事故的应急措施16.5.1触电事故的应急措施①立即切断电源或用绝缘物体使伤员与电源脱离。②对心跳、呼吸停止者实施人工呼吸急救。16.5.2孔井、高处坠落事故的应急措施①将伤员身上的工具卸下，衣物内的硬物取出。②对创伤流血部位妥善包扎，以不出血和不影响肢体循环为度。③37 绷带止血无效时，使用止血带，但捆扎时间不要超过一小时，应当场记下绑扎时间，患者清醒时，向患者交待解带时间，患者不清醒时，派专人负责提醒到时解带，直到送达医院为止。④在搬运和转运过程中，要使用担架，不可使颈部和驱干前屈和扭转，应使脊柱伸直、绝对禁止一人抬肩一人抬腿的做法，以免发生或加重截瘫。⑤对于遭到多处伤害的伤员，要使其采取平卧位、解开其胸颈部钮扣，领带，保持其呼吸畅通。16.5.3中毒的应急措施①若因吸入有毒性气体如：煤气、过量的二氧化碳苯等造成的中毒，应立即将中毒人员抬离毒气场所，在抢救和救治时应加强通风和吸氧。②在施工现场如已发现心跳、呼吸不规则或呼吸心跳停止时间不长的，应立即把中毒者移到空气新鲜处进行人工呼吸抢救，同时拨打120。16.5.4遇地下水应急措施在施工时，提前准备好钢护筒、潜水泵等治水机具；如遇地下水，立即停止挖孔施工，并采用专用工具及时进行处理。16.6应急救援组织人员名单序号姓名性别职务担任职务备注1男项目经理现场指挥组组长2男项目副经理现场指挥组副组长3男总工现场指挥组组员4男安全员抢救疏散组组长5男总工长抢救疏散组组员16.7应急救援设备清单序号设备名称数量存放部位备注37 1医药箱1办公室2夹板2材料室3担架2材料室4安全带6材料室5应急灯5材料室6灭火器8门卫室及现场悬挂7撬杠2门卫室8对讲机4门卫室9救援车（金杯）1施工现场附表1工程机械设备准备情况一览表序号设备名称型号单位计划进场实际进场剩余设备拟到场日期1吊车25T台12电焊机台237 3切断机台14弯曲机台15铲车50台16丝扣导管D=300mm米207自制绞车套28鼓风机台2备注：施工负责人签字：附表2工程材料准备情况一览表序号材料名称单位需用量实到量存放地点批准编号剩余材料拟到场日期1钢筋Kg10277工地2混凝土m391.6随用随到37 备注：施工负责人签字：日期：年月日附表3劳动力配备情况一览表工种计划数量到场数量备注电焊工22钢筋工5537 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