xxxx泵站施工组织设计 55页

'XX市万福河截污提升泵站工程施工组织设计XX建筑集团有限公司编制时间:2011年4月2日1 目录一、本工程项目的施工组织设计及方案、措施1、本标工程项目的施工组织设计2、施工方案、措施二、工程进度、质量控制和安全文明施工管理计划及措施工程进度计划及工期保证措施1、确保工程质量的技术组织措施2、确保安全生产的技术组织措施3、确保文明施工的技术组织措施三、项目管理机构人员配备情况一览表四、用于本工程主要施工机械装备和检验及试验设备、仪器一览表、本工程劳动力计划表、临时用地表1、用于本工程主要施工机械装备和检验及试验设备、仪器一览表2、本标工程劳动力计划表3、临时用地表六、施工进度网络图和施工平面布置图49 一施工组织设计及方案、措施本工程为XX路西侧污水管道污水提升泵站工程，位于XX路以北、XX路以西、XX庄村南，XX厂院内。工程规模：建设规模5万m3/d。工程设计单位：XX设计有限公司工程监理单位：XX市XX监理有有限公司1工程项目的施工组织设计施工组织主要分为人员组织、机械设备组织、材料组织、运输组织、协调组织等五部分，这些组织内容安排是否合理将直接影响整个施工的生产过程能否顺利完成。故根据我集团公司各部门进行内部协调后，对这五大组织的安排主要为：（一）项目班子配备情况及管理制度本工程的重要性及管理方式决定了管理层人员的配备必须全面且具有较高的专业素质，在组建本工程项目管理班子时，我公司将选派曾施工过污水处理厂的具有丰富施工经验的项目管理班子进驻现场直接参与本工程的建设和管理。49 在本工程施工管理上将严格按项目法组织施工，执行全面责任承包制，在部门设置上将配齐从开工至交工所有的职能部门人员，以确保整个工程在施工全过程中具有连贯性。我集团公司技术、质量、安全、材料等职能部门严格遵照公司项目法检查要求，定期深入项目，切实监督、指导、控制、服务于项目，从而为全面管理、全面协调、全面控制创造有利条件。（二）劳动力调配计划施工劳务层是在施工过程中的实际操作人员，是施工质量、进度、安全文明施工的最直接的保证者。故我集团公司在选择劳务层操作人员时的原则为：在集团公司劳务业绩优秀的人员名册中选择；具有良好的质量、安全意识；具有较高的施工技术等级；具有相类似工程施工经验的施工劳务人员。劳务层的划分为三大类：第一类为专业化强的技术工种，配备人员约为12人，其中包括机械操作工、机修工、维修电工、焊工、架子工、试验工、测量工等，这些人员均为我公司曾经参与过相类似工程的施工，具有丰富的经验，持有相应之上岗操作证的人员。第二类为普通技术工种，配备人员平均为15人，其中包括木工、瓦工、油漆工、钢筋工、砼工等，并施工过类似工程施工人员为主进行组建。第三类为非技术工种，配备人员约为10人，此类人员的来源为长期与我公司合作成建制的施工劳务队伍，进场人员具有一定的素质。高峰人数达50人，平均人数为30人。今后工程量如有增加，人员按工程量的变化而变化。49 劳务层组织由公司人力资源部根据项目部的每月工程的工作量、进度、质量要求，选择确定具有污水处理工程施工能力、经验丰富的劳务队伍，并办理好各项用工手续，在全公司进行平衡调配，并以确保施工顺利为最基本之原则。（三）机械设备配备计划（1）拟采用商品砼泵送。（2）模板、钢筋现场加工。上述所需设备目前正进行全面维修、保养，并随时运至施工现场进行安装、调试、使用。     （四）原材料组织（1）原材料组织主要分二大类：第一类材料为自行采购材料，这部分材料我公司将货比三家，从质量上、单价上把关，并通过业主及相关部门审批后再行采购；第二类材料为业主采购材料，我公司将在业主授权下，对进场材料质量进行把关。（2）本工程所用周转材料，均由项目经理部和公司材料处共同组织，对一些须先行定制的周转材料及时进行加工定制，并根据进度计划进行调整、补充，以确保工程顺利施工。（五）现场及运输组织现场运输组织遵循以下原则：A施工准备阶段在所设计的永久性道路处进行路基的铺设,作场内运输道路使用，避免不必要的重复施工。B49 在整个工程施工阶段，现场设置生产区、办公区和生活区、工具房和安全保卫设施。充分利用业主提供的设施或以前留下的废弃房。 C现场在时间上划分为三个阶段：第一阶段测量清理、做止水帷幕、降水、挖槽、支护、钎探；第二阶段做混凝土池体施工；第三阶段做闭水试验。材料位置充分考虑，集中布置，减少材料的场内二次搬动。（六）与业主、监理和设计院的协调工程内部的协调管理主要是围绕工程建设本身而确定的，主要有业主、设计方、监理方相互间的协调管理。项目经理部着重对施工队的质量、安全、文明施工、施工进度进行协调和管理，并为各施工队提供合理的施工作业面，协调各工序的衔接，提供水源、电源，提供已有的脚手架，提供必要的办公、仓储条件，为本工程的整体施工创造良好的条件。A与业主协调组织协调好与业主之间的关系是项目经理部的一个工作重点。通过良好的合作，确保本工程承包合同全面履行，其主要表现在：定期参加与业主的例会，讨论解决施工过程中所出现的各种矛盾及问题，理顺每一阶段的关系；从施工角度及以往的施工经验出发，并在施工当中为业主着想，达到满足业主提出的各种合理的要求，从而建立起融洽的关系。 B与设计院协调组织49 与设计院进行友好协作，保证工程能符合设计方的构思、要求及国家有关规范、规定的质量要求。其主要表现为：定期向设计方介绍施工情况及采用的施工工艺；在每个分项分部工程施工前提交与设计方有关的施工方案或作业指导书，听取设计方的意见；交换我们对设计内容的意见，用我们丰富的施工经验来完善设计，以达到最佳效果。并特邀该设计院一名主设计人员在现场进行对施工图进行更改与完善。C与监理单位协调组织与监理单位进行紧密的合作，在整个工程的质量控制上共同努力，对施工全过程进行监督检查。在每个分项分部工程施工前，我们将提交有关的施工方案或作业指导书，并听取监理方的意见。监理方在实施监理工作时，我们除坚持其独立性以外，将为其实施监理工作提供必要的方便，配合监理方把监理工作做好。D对外协调组织对于进驻本工地的施工，我们高度重视，珍惜这次机会，一定在这个工地上树立我集团公司的良好形象。在此，我们将明确在项目组织机构中设立专门协调人员负责本工程在施工过程中的对外协调工作，并作为项目的重点工作来抓，以确保本工程能顺利施工，以达到我们所承诺的各项指标。在施工过程中的对外协调工作内容广泛，主要分为两大部分：施工现场周围的居民的协调工作及政府各主管部门的协调工作。49 由具有较强民事协调能力的管理人员深入附近派出所、社区、交警等有关部门，以座谈会等多种形式，沟通与民警、交警和居民的关系。对于政府各主管部门的协调工作我们将理清思路，对施工中的各个环节是否与政府各主管部门有所关联，列出清单，并及时与政府有关主管部门进行联系，把工作做到前面，以使对外协调工作处于较为主动的地位。在与政府各主管部门的协调工作中，同样及时沟通，及时了解，并与政府各主管部门相互理解取得信任，以座谈会、咨询会、学习会等各种形式进行联络。根据我们以往的施工经验，这些部门主要为：质监站、安检站、环卫部门、市政部门、公安局及所属警署、供电部门、供水公司、卫生防疫部门、建管部门、消防局、交警队及市容监察部门等等，尊重这些部门对现场管理的意见，按规定办理有关手续，加强施工现场的管理，确保整个工程在施工全过程中顺利，为按时保质地完成本工程的建设任务打下良好的基础。2方案、措施本工程工期紧、工程结构形态复杂。整体工程以提升泵站为主线，其余构筑物穿插施工。土建要与安装紧密配合预留、预埋。施工缝的设置位置：共设两道水平施工缝，池底板与池壁的施工缝设置在底板上部500mm49 处；池壁与顶板的施工缝设置在顶板下部。施工缝的设置形式：池壁下部施工缝处设-300*4mm钢板止水带,周圈闭合。施工顺序：定位放线→做止水帷幕→降水→挖土→混凝土支护→钎探→底板垫层→底板钢筋→底板模板→砼→养护→池壁钢筋→止水带→池壁模板→砼→养护→拆模→走道板施工→闭水试验→回填土主要施工方法及主要施工技术措施介绍如下：2.1施工测量2.1.1开工前，以书面形式接受业主给定的工程坐标点及水准控制点后，将其引测至施工现场，在场区内建立控制网，达到±0.3cm的精度，并对各控制点采取有效措施加以保护，将所有测量结果提交给项目监理。2.1.2将各单位工程的主要轴线控制点引出建（构）筑物以外的适当地点，以方便施工过程中的测量和检查。2.1.3施工过程中要参照控制点对单位工程的轴线和高程进行校对，并与原始点进行校对，以最大限度控制施工误差。2.1.4施工测量实行复测制度，测量员施测完毕后，应由项目工程师组织工长和质检员进行复测。49 2.1.5各项测量均需做详细记录，开工前的工程定位测量还应由监理工程师、质检员签字后方可开工。2.1.6施工测量仪器及工具均应在检定有效期内使用，不准随意更换。2.1.7施工过程中应按项目监理指定的参照点及定位标记进行沉降观测。2.2降水根据本工程招标文件和图纸知，该施工场区地下水位较高，单井涌水量大，且基坑挖土深度较大，在施工时如果需要降水，我们初步选择大口井降水方案：本工程设大口井8眼，井点间距为15m，管井深度有七眼井为15m深，一眼井为35m深，抽水设备为12套。当在实际施工中达不到降水要求，可适当增加井点数。考虑到本院内没有变压器，必须在院内安设一台100KW的变压器，为保证在降水期间，不至突然停电给降水工作造成影响，我施工单位特备一台50KW的发电机以便应急。2.3土方工程2.3.1挖槽和钎探49 开挖采用反铲挖掘机，配备自卸式汽车外运至业主指定地点。开挖前，由放线人员画出开挖外边线，槽留100cm工作面。为防止扰动持力层，应预留200mm厚的土层，由人工清土至设计标高。清土完毕后，及时进行人工钎探，探杆长2.1m，布点间距1.5m，成梅花形布置。钎探时，各探点按顺序编号，认真做好钎探记录，以便进行数据分析。发现问题及时向业主、监理等有关单位汇报。如开挖后不能及时进入下一步工序，应预留150mm厚土层。开挖时应对各类开挖工作的地点和范围进行现场记录，详实反映开挖情况，并将记录提交给项目监理一份。基槽开挖后，防止暴晒、雨淋、槽内如有积水立即清除，在施工及使用过程中要作好场区排水，严禁水浸入基槽。2.3.2锚钉墙基坑支护：2.3.2.1基坑边坡支护方案的选择：本工程开挖基槽较深，需要进行基坑支护，我们将优先选用锚钉墙作为支护方法。因为：①由于工期很紧，锚钉墙与土方开挖同步施工，能与开挖形成流水施工。②锚钉墙施工时，噪声小、无地面污染。③锚钉墙适应性强，适应坑顶有道路和垂直运输设备的情况。且锚钉墙有比土方开挖稍后一步施工的特点，有利于暴露土体结构的复杂性，提高了采取技术措施的透明度，这也可视为它的优点。④锚钉墙施工简单，易于推广：49 锚钉墙的成孔大部分用洛阳铲，易于掌握。我集团公司已有在郓城县供电公司1#、2#楼工程、青岛石老人海水浴场地下车库、青岛市崂山区人力资源大厦、XX大剧院、XX市第二污水处理厂等工程采用土钉墙进行基坑支护的成熟的施工经验。⑤安全可靠：深基坑边坡支护如果采用带锚拉的护坡桩是被动支挡形式，依靠桩结构体系的支挡能力，未改变土的边坡位移增大到一定程度后可能产生脆性破坏的性质。所以一旦产生桩体倾斜破坏，位移速率大，很难及时采取有效措施。对安全及工期产生较大影响。锚钉墙通过锚体与土之间的摩擦力，将边坡内部水平推力传到锚体上，使土与锚体共同工作，既增强了土的主动受力能力，又增强了土体破坏的延性，改变了边坡破坏时突然塌方的性质。虽然很多工程证明，锚钉墙的位移积累量不大于20mm，但由于土体延性的增加，锚钉墙即使发生破坏，也是渐进性的，相应加固方法简单，时间充裕。因此最后确定采用锚钉墙支护方案。2.3.2.2锚钉墙的设计在锚体端部设计了由Φ25钢筋组成的井字型锚头，压在坡面φ6＠150×150的钢筋网上。锚筋从锚头中间穿过，三者互相焊接，然后喷射C20厚100mm的速凝砼，形成三位一体的多支点钢筋砼连续板。2.3.2.3锚体抗拔试验49 为验证锚体设计抗拔力是否正确，在现场做不同土层的抗拔力试验。该工程选择在杂填土、亚粘土和砂土层中分别各做2组，每组3根抗拔力试验。然后根据锚体抗拔试验的实际情况进行反馈设计。锚体抗拔力与其长度有较大关系。由于试验土体外表面易松动，试验锚体太短会影响其抗拔值。但如果试验锚体太长，也需要吨位较大的张拉设备。所以该工程试验锚体长度选为4m。锚体按正常工艺施工，养护7d后进行试验。试验设备主要有加载、量测及反力装置3部分。加载装置采用穿心式千斤顶，用百分表测定锚体变位。正式加载分8级进行测读。按试验结果绘制拉力-位移曲线，以其弹塑性阶段切线交点作为锚体极限抗拔力。2.3.2.4锚钉墙施工①施工顺序场地平整→挖土→做坡顶防渗层→清坡→成孔→放锚杆→压力注浆→绑扎坡面钢筋→焊锚头→喷坡面混凝土。②分层分段施工由于锚钉墙是先开挖后支护，所以要保持边坡在施工中的稳定性，必须控制边坡土方开挖的层高与开挖段长度，这就是锚钉的分层分段施工。49 边坡开挖的分层高度，一般是以锚体竖向间距决定的。该工程锚体竖向间距为1.5m，因此靠近边坡部位的开挖分层深度定为1.5-2m。影响分段开挖长度的因素为土质条件、坡度、坡顶部位超载大小及基坑深度等。对松软的杂填土地段分段应小一些。施工期间坡顶超载较大、边坡陡立度较大时，分段也应小一些。对深度较大的基坑，其下部开挖支护时，分段应小一些。分段开挖的长度与土方工程工期要求要相适应。本工程工期较紧，可采取多段跳槽开挖以扩大施工面，加快施工进度。因此锚钉墙支护能力一方面要满足保证边坡稳定性的需要，即边坡开挖后在12h内完成支护作业；另一方面也要适应多段跳槽开挖，加快施工速度的要求。锚体成孔、锚杆制作、压力灌浆与护坡桩施工方法大体相同。只是锚钉墙的锚孔深度一般不大，大部分可用洛阳铲成孔，只有当土中含有障碍物时才用机械成孔。洛阳铲轻便宜掌握，2人1组，速度可达3-5孔/h。采用水平斜向锚杆，以便将锚杆锚固于稳定土体内。锚杆在孔中的定位；为避免送锚杆时锚杆陷入泥中，锚杆每隔2m焊1个由铁皮做成的锥形雪撬式支承架，以保证锚杆定位于锚孔中心。49 边坡钢筋绑扎和喷射混凝土与地下工程喷锚支护施工工艺相似。但应注意：a、坡面钢筋绑扎要控制好上下层与左右段接搓部位的质量，要按有关规范施工；b、必须保证锚筋、钢筋网和井字形锚头三者的连接质量。锚筋穿入井字形锚头处四周应满焊，同时应确保钢筋网纵横各有2根钢筋与锚头点焊连接。2.3.2.5锚钉墙的位移监测和信息反馈施工中对边坡支护全过程进行了位移日监测，目的是及时掌握锚钉墙位移速率的变化和位移累积总量，以便采取措施对其稳定性进行控制。监测方法与护坡桩的位移监测相同。2.3.3基坑止水帷幕施工方案本工程北侧有围墙和变压器房，再往北十五、六米有当地村民的住房，地下水位在自然地坪以下1.4米，水位很高，如果只用大口井降水，由于降水会产生很大的地面沉降，对周围的建筑物造成破坏，必须对基坑四周做高喷止水帷幕，并在帷幕外采取地下水回灌，尽量阻止周围地下水位降低。止水帷幕设计方案采用：高喷止水帷幕。2.3.3.1高喷止水帷幕设计：1）高喷止水帷幕结构：高喷止水帷幕结构采用旋喷施工方式。高喷止水帷幕孔距800mm。2）高喷止水帷幕深度：高喷止水帷幕成孔深度为13.5m,帷幕上标高为自然地坪下1.5m，帷幕高度为13.5m。3）高喷帷幕主要施工参数选择：浆压：1.5MPa49 浆量：70L/min水压：36～40MPa气压：0.7～0.8提速：12～16cm/min摆速：6～10转/min摆角：360度旋喷水泥用量：32.5复合硅酸盐水泥150～200KG/m2.3.3.2基坑高喷止水帷幕施工方案：2.3.3.2.1基坑高喷止水帷幕施工工艺：定孔→复核→造孔→下喷射管→制浆→喷射（高压水压缩器）→旋转提升→成桩成墙→回灌2.3.3.2.1.1定孔位按设计要求放线，定孔位2.3.3.2.1.2造孔安防线空位，把钻机移至所钻空位置，对孔位用水平尺掌握机身水平，立轴垂直，垫平，垫牢机架，经监理单位验测后方可开始，如发现钻机倾斜，则停机找平后再钻。钻进过程中，遇到异常情况，必须查明原因，及时采取处理措施，对孔位移动距离方向等要详细记录，移位距离不大于10cm，经监理验收合格后，方可移位进行下一个孔的钻进。49 2.3.3.2.1.3下喷射管将高喷台车移至成孔处，先进行地面水气试喷，检查各向工艺参数符合要求后下管。下管前，为防止水汽喷嘴堵塞，可用胶布包扎，浆嘴可边送浆边下管，待下管深度达到要求，经监理单位认可后方可喷射施工。下管过程中如遇特殊情况，应立即停止下管，将喷管提出地面，处理完毕后再施工。2.3.3.2.1.4制浆按设计配比或比重搅拌浆液，如制浆系统喷射过程中出现故障，应立即通知喷射人员停喷，并在再喷射时采取相应措施。2.3.3.2.1.5喷射提升当喷射管下至设计深度，开始送入符合要求的气、浆，待注入浆液冒出孔口，按设计的提速、旋转速度，自下而上边喷射边转动边提升，直至设计的终喷高度方可停喷。2.3.3.2.1.6回灌喷射结束后，随即在喷射孔内进行静压充填灌浆，回灌间隔时间不大于30min，直至浆液面不下沉为止。2.3.3.2.1.7冲洗喷射结束后，应及时将各管路冲洗干净，不得留有残渣，以防堵塞，特别是输浆系统冲洗干净，直至管路中出现清水为止，再移动高喷台车进行下一孔的喷射。49 2.3.3.3基坑回灌施工方案2.3.3.3.1基坑回灌设计方案为确保帷幕外侧的地下水位平衡，设置回灌经补充地下水。2.3.3.3.1.1回灌井设计2.3.3.3.1.1.1井数：沿北侧高喷止水帷幕外侧设置小回灌井3眼（回灌井布置可根据现场情况及地下管线、构筑物情况进行相应调整）。2.3.3.3.1.1.2井径：井径150mm，井管采用直径75PVC管；2.3.3.3.1.1.3井深：6.0m。2.3.3.3.1.1.4井距：10.0m。2.3.3.3.2基坑回灌井施工方案：2.3.3.3.2.1回灌井施工工艺及主要技术要求（同降水井施工方法）。2.3.3.3.2.2基坑回灌施工工艺：采用在汇水总管上焊接出水管，通过软管直接引水至回灌井。在软管的端头设置水龙头用来控制回灌水流量。2.3.4回填级配砂石和3:7灰土由于本工程开挖深度比较大，放坡按1:0.8—1.0，基槽开挖面积也比较大，不同标高的基底49 下被超挖部分地基采用最佳级配砂石（中砂：石子=6:4）回填至基底标高，压实系数≥0.95垫层出基础每边不小于500mm。土质符合要求，回填时采用3:7灰土进行分层夯填、夯实，并定点取样，测定夯实系数。回填管沟时，为防止管道中心线位移或损坏管道，应先用人工进行管子周围夯实，并沿管道两边同时进行，直至回填到管顶50cm以上时，在不损坏管道的情况下，方可采用机械回填和压实。2.4钢筋工程2.4.1材料要求钢筋进场时应附钢筋材质单，并按规范要求进行性能检验，如不能满足规范要求，应取双倍数量的试样再次检验，仍不合格的，则应作为不合格材料清除出场。2.4.2钢筋加工钢筋平直，无局部曲折，表面洁净，无损伤、油渍和漆污，铁锈在使用前清除干净。采用冷拉方法调直钢筋时，I级钢筋的冷拉率不宜大于4%。钢筋加工的形状、尺寸必须符合设计要求。49 I级钢筋的末端作180度弯钩时，平直部分的长度不少于直径的3倍。箍筋的末端作弯钩，弯钩的弯曲直径不小于箍筋直径的2.5倍，平直部分的长度不小于箍筋直径的10倍。直径16mm以上的II级钢筋需焊接时，采用闪光对焊和电渣压力焊，焊接接头距钢筋弯折处应不小于钢筋直径的10倍，且避开构件的最大弯矩处。钢筋进行焊接前，必须提供符合建筑焊接规范的合格证书。2.4.3钢筋支架的制作和安装为保证底板钢筋的稳固性和池壁两侧钢筋排距的准确度，在底板双层钢筋网片及壁两侧钢筋之间设置钢筋支架。支架在绑扎完底板的下层钢筋网片后单独设置安装，当底板钢筋直径为φ16时，间距控制在80cm以内，支架与钢筋网片绑扎在一起。2.4.4钢筋的绑扎与安装底板钢筋网片的相交点全部用铁丝绑扎，φ14及以下钢筋接头采用绑扎搭接，搭接长度按设计要求。受力钢筋之间的绑扎接头位置相互错开。从任一绑扎接头中心至搭接长度1.3倍区段范围内，有绑扎接头的受力钢筋截面面积占受力筋总面积的百分率：受拉区不超过25%，受压区不超过50%。池壁筋在绑扎完底板筋后进行，池壁筋一次绑扎到顶不需搭接。内墙及柱预埋插筋，池壁筋利用搭简易架子固定，钢筋保护层厚度用砂浆垫块控制，垫块的误差应不大于±3mm。绑扎钢筋用的绑丝扣向内侧，不占用保护层的厚度。水池内柱大于φ49 16的钢筋，用电渣压力焊接头，接头位置符合设计要求。所有钢筋及钢筋接头必须作性能试验，合格后方可投入使用。在施工过程中，为了便于钢筋的绑扎与固定，池壁上的双层钢筋网用“S”形φ6筋拉结，间距500mm；底板支撑马凳筋规格型号同底板配筋，其布置间距2.0米，梅花状布置。2.5模板工程2.5.1材料准备模板用1220×2440多层板模板备木方或定型钢模板及各种型号钢模板块组装，按已排好的编号对号组装，表面均涂脱模剂，不能用多层板模板及定型钢模板处用木模补齐。与模板配套体系采用50×100木方、φ48钢架管、“3”型扣件、对拉螺栓、架板等。2.5.2模板的安装构筑物底板及池壁施工缝以下部位，采用组合钢模板或多层板模板，用对拉止水螺栓、“3”型扣件及钢架管加固成一个整体，模板支设。为加强模板的刚度，防止螺栓受力过大而裂断，下部四层螺栓全部采用双“3”扣件及双螺母并点焊。为了保证墙体的光洁度和易于拆模，模板在安装前涂刷高档脱模剂。多层板模板的拼缝用5cm宽胶带纸糊严，钢模板的拼缝在拼缝处夹5cm厚海绵条，以防止漏浆。49 所有支撑与土体直接接触的地方均加垫5cm厚木板，防止支撑体系下沉。2.5.3模板的拆除侧模在混凝土强度能保证其表面及棱角不因拆除模板而受损坏后，方可拆除。有止水螺杆的模板拆除时，必须保证螺杆不受扰动。底模在拆除时注意成品保护，避免磕碰混凝土的棱角表面，且混凝土强度应在这到设计强度的75%以后方可拆除。2.6施工缝的留置及止水带制作安装2.6.1施工缝的设置位置：池底板与池壁的施工缝设置在底板顶以上600mm处，并设镀锌钢板止水带。水池池壁竖向一次浇筑。施工缝的位置和模板拼缝相协调，施工缝线和模板拼缝线应规则均匀排列。2.6.2止水带的制作安装止水带在厂家制作，订货时计算好各段准确尺寸及接头数量，到货后按规范要求作物理性能实验。止水带不得在露天堆放或暴露在阳光的直射下，止水带接头在施工现场连接。止水带安装完毕后要特别注意成品保护，必要时设专人看护。2.6.3砼接合面处做法：49 旧砼必须凿毛，清洗干净，然后涂纯水泥浆两遍，半小时左右再继续浇捣新砼，要控制砂浆铺设不能过厚，以免形成强度较弱的裂缝，引起渗漏，甚至开裂。2.7混凝土工程2.7.1采用商品混凝土。2.7.2混凝土的配合比及试验防水混凝土的配合比原则：提高砼不透水性，增大石子密实系数，在混凝土粗料周边形成足够数量和质量良好的砂浆包裹层，并使粗料彼此隔离，有效地阻隔沿粗集料互相连通的渗水孔网。具体设计配合比时，应首先满足抗渗要求，同时考虑抗压强度、施工和易性和经济性及其它要求，配比设计时，增加抗渗性试验，试配要求的抗渗水压值应比设计值提高0.2Mpa。构筑物混凝土在拌制前做试验配比。砼浇注时每工作班至少作一次坍落度试验，检验和易性，并按规定作抗渗、抗压试块。混凝土拌制的最小水泥用量及最大水灰比按配合比要求确定，严格控制。2.7.3砼配比计量是保证防水效果，水量加大不仅影响混凝土的抗渗性能，而且会造成混凝土的水化热及收缩加大，强度下降。搅拌站的搅拌车装置精确的量水装置，每盘混凝土倒出之后，拌和车内不得剩余材料，并在每次浇筑混凝土完成后或改用不同牌号水泥时，立即将滚筒清洗干净。2.7.4混凝土泵送49 现场布置1台汽车混凝土输送泵。泵送前用适量的水湿润泵的料斗、泵室、管道等与砼接触部分。经检查管路无异常后，可采用水泥砂浆进行润滑泵送。润滑砂浆用量根据输送管长度确定，一般小于40m用0.5m3，1：2水泥砂浆，并将砂浆泵置专用铁槽中，以备用。混凝土分段连续浇筑，不留施工缝：浇筑时用依次推进的方法。由于使用泵送砼，坍落度大，流动性好，采用斜面分层布料施工法即：一个坡度，分层浇筑，循序渐进，分层浇筑。振捣时从浇筑层的下端逐渐上移。分层高度为振捣器作用部分长度的1.25倍，最大不超过500mm。池壁使用插入式振捣器振实，池底表面用振捣棒振实，平板振捣器找平。使用插入式振捣器快插慢拔，插点要均匀排列，逐步移动，顺序进行，不得遗漏，做到均匀振实。移动间距不大于振捣棒作用半径的1.5倍（一般为300-400mm）。振捣上一层时插入下层50mm49 ，以消除两层间的接缝。平板振动器的移动间距，能保证振动器的平板覆盖已振实部分边缘。浇筑混凝土连续进行。根据实际情况，在底层混凝土初凝前，浇筑上一层混凝土。浇筑混凝土时经常观察模板、钢筋、预留孔洞、预埋件和插筋等有无移动、变形或堵塞情况，发现问题立即停止浇灌，并在已浇筑的混凝土凝结前修整完好。局部钢筋较密时，用小直径振捣棒振捣。浇筑至顶面时，砼的虚铺厚度略大于结构厚度，用插入式振捣器顺浇筑方向拖拉振捣，并用铁插尺检查砼厚度，振捣完毕后用长木抹子抹平。施工缝处或有预埋件及插筋处用木抹子找平。浇筑板砼时不允许用振捣棒铺摊砼。泌水的排除：由于砼水泥用量较大，且浇筑量大，浇筑过程中将产生大量泌水。若不及时排除，将影响砼水灰比，导致强度降低，且大量泌水会影响作业条件，故必须及时排除。用泵运输砼的施工要点：泵送砼的配合比进行专门的设计。为了满足砼和易性和坍落度，砼中掺入适量的NF-II减水剂。坍落度根据不同泵送高度进行调整。砼泵送前按规定和程序先行试泵，正常运转后再正常使用，启动泵机的程序：起动料斗-→搅拌叶片将润滑浆（水泥素浆）注入料斗-→开动截止阀-→开动砼-→将润滑泵浆泵入输送管道-→随后再往斗内装入砼进行试泵送。开始泵送时，泵机处于低速运转状态，转速为500-550转/min，并注意观察泵的压力和各部分工作情况，其输送压力一般不大于泵的主油缸最大工作压力的1/3，待顺利泵送后，才可以提高到正常运转速度。在泵送作业过程中，要经常注意检查料斗的充盈情况，不允许出现完全泵空的情况，砼保证连续供应以确保泵送的连续进行，尽可能的防止停歇，当砼供应不足或运转不正常的情况发生时，可放慢泵送速度，保持连续泵送，但慢速泵送时间，不得超过从搅拌到浇灌完毕的允许延续时间。49 如出现泵送困难，泵的压力急速增长或输送管线产生较大的推出力等异常情况时，不宜勉强提高压力进行泵送，宜用木锤敲击管线中的锥形管、弯管等部位，使泵进行反转，放慢速度以防止管线堵塞。砼浇灌时从高处下落时，其自由下落高度不应大于2米，当可能发生离析时，将泵管软管伸至池壁内。砼的振捣：采用振动棒振捣时浇筑层厚度不大于其作用部分长度的1.25倍且做到快插慢拔，插点均匀排列。其移动间距不大于作用半径的1.5倍，与模板的距离不大于其作用半径的0.5倍，并避免碰撞钢筋、模板和预埋件等；插入下层砼的深度不小于50mm。砼浇筑即将结束，正确计算尚需用的砼数量，砼浇筑完毕，水平管内的砼逐节排出利用，垂直管内的砼在下端卸出一节管子，使垂直管内的砼流淌出，用小推车运至现场使用，及时冲洗管子，冲洗管子的水集中沉淀后排入下水道内。2.7.5混凝土浇筑混凝土浇筑前，认真检查钢筋绑扎和模板的支撑情况，将预埋套管与周围钢筋焊接固定，防止位移，并且安排一名钢筋工和一名木工盯在现场，发现问题及时处理。49 垫层砼表面高程与平整度的精度影响到上部结构的质量水平，为严格控制垫层砼表面高程，首先要控制好垫层模板的高程误差≤5mm，浇筑时，测量人员现场抄平，施工人员用平杠尺和抹子及时对砼表面整平。在浇筑防水砼前，模板及钢筋间的所有杂物必须清理干净，并充分湿润，但注意底板不得积水。池底抗渗混凝土的浇筑须连续进行，接茬时间不得超过混凝土的初凝时间。有止水带的底板跳打浇筑，浇筑的同时，测量人员对浇筑的混凝土进行抄平，控制标高。止水带处混凝土的浇筑要格外注意，混凝土不能一次填平，先填满止水带下方的混凝土，振捣密实后，再填止水带上方混凝土。池壁八字吊模部分砼浇筑应在底板平面砼浇筑10分钟后进行，为保证质量，设专人在外侧观察，防止八字腋角部分的砼由吊模下部底板面压平后，造成峰窝麻面。底板成型。待表面收干后，必须用木抹子或铁抹子搓压表面，以防止表面出现裂缝（主要是沉降裂缝、塑性裂缝），抹压要至少进行三遍。最后一遍，要根据当时的气候和温度掌握砼的凝结时间，以掌握好收光。49 池壁混凝土施工。首先对施工缝进行处理，清理干净，保持湿润，但不得积水。施工缝处在浇筑前应先表50mm厚与混凝土配比相同的水泥砂浆（掺有外加剂）。池壁混凝土分层连续浇筑完成，每层厚度不得超过40cm，沿池壁高度均匀摊铺：混凝土自由落料高度不得超过2m，并设置一个锥形漏斗和下料管，防止砼产生离析。砼振捣采用插入式振捣器，振捣器移动间距不大于30cm。振捣棒要插入下一层混凝土内5—10cm，每层混凝土的施工间歇时间不大于初凝时间。防水砼振捣必须密实，不能漏振、欠振，也不可过振，振捣时间宜为10—30秒，以砼开始泛浆和不冒气泡为准。振捣不实，造成渗水通道。振捣时避免触及模板、钢筋、止水带，以防止移位变形。2.7.6混凝土的养护底板采用薄膜覆盖蓄水养护，池壁养护采用涂刷砼养护剂进行养护。养护时间不少于21d，避免砼干缩裂缝。2.8架子工程脚手架支撑均采用φ48钢管脚手架系统，除模板等结构架子外，各工程施工均搭设施工马道及操作平台、安全栏和安全架子等，并设围护安全网。施工马道及操作平台、安全架子等不允许与支撑系统相连接。2.9闭水试验准备工作：池内的杂物清理干净，地下水位满足抗浮要求，管口临时封堵已经完成，水源及输水管道、水位观测标尺等准备就绪。49 根据设计要求，水池全部完工后，并待砼达到设计强度后方准试水，向水池内充水分三次进行，第一次充水为设计水深的1/3，达到1/3前先充水至池壁底部的施工缝以上，检查底板的抗渗质量，当无明显渗漏时再充水至1/3设计水深，第二次充水为设计水深的2/3，第三次充水为设计水深；水位上升速度不得大于2m/d，相邻每次充水的间隔时间不得小于24小时，期间观察有无沉降、渗漏、裂缝等现象，发现问题停止充水，找出原因，采取措施，无问题再继续充水至设计标高，并观察14天。观测记录：充水至设计水位，72小时后进行最终渗水量的测定。观测记录包括：天气情况、水池装水速度（进水管径大小，装满1/3池水的历时）、进出水管洞渗漏情况、接缝处渗漏情况、池外壁面情况、池内水位变化以及沉降测点记录。每天作详细记录。检验标准：依据《给水排水构筑物施工及验收规范》（GB141—90），24小时水面的下降量应小于盛水的构筑物正常水位的千分之一且不大于2L/m2.d（除去蒸发）为合格，外表面仅允许有小面积的潮湿，变形缝不得有漏水现象。二工程进度、质量控制和安全文明施工管理计划及措施1工程进度计划及工期保证措施1.1施工进度计划49 本工程工期紧、工程结构形态复杂、工程量相差悬殊。土建要与安装紧密配合预留、预埋。1.2计划开、竣工日期和施工进度网络图：计划开工日期：2010年9月28日开工计划竣工日期：2010年12月30日竣工　　　　　　　　　　　　　　（总工期94天）施工进度计划图见附表。1.3各阶段进度的保证措施本工程工期较紧，为确保按期顺利完成，制定具体保证措施如下：1.3.1建立一个自上而下工期保证体系，现场成立一个工期保证指挥小组，由项目经理任组长，全面协调工程的生产进度计划安排，材料、机械供应人员的调度等问题，对各施工人员下达施工任务书，进行工期进度计划、任务交底。1.3.2项目部根据公司制定的施工进度计划，编制详细具体的施工计划，紧抓关键工序线路、层层分解，使各专业、各工序的施工始终处于动态的计划管理中，以保证工期目标的实现。1.3.3充分运用经济杠杆，制定工期进度管理办法，对按期完成施工任务的进行精神和物质奖励，对不能按期完成任务的给予经济处罚。1.3.449 合理利用平行、流水施工，合理安排各工序穿插立体交叉作业，提前做好季节性施工准备，尽可能压缩施工工期，及早交付使用。施工过程中发现问题及时调整。1.3.5确立施工人员因素的保证，建立完善的劳动力管理机制，保证调度灵活、及时，并做好技能培训、安全教育。保证各工种具备有足够的施工人员和充足的技术工人。做好政治思想宣传工作，使全体参与施工人员操作者明确工期的目标和重要性，充分调动施工人员的劳动积极性。1.3.6充分利用机械化施工,做好施工现场布置，使砼搅拌车、输送泵、成品钢筋、模板等在拟建工程较近的范围内,减少二次倒运和人力的水平运输，提高劳动生产率。工程施工投入足够的钢筋、木工加工机械等主要机具、设备，以满足本工程使用需求。工程施工中保证施工机具正常运转，及时检修保养，并备足易损易耗配件，不致于因施工机具因素影响施工。1.3.7工程采用一次性投入足够模板周转架设材料，满足工程抢工需要。做好土建与安装的配合工作及时预埋，避免事后挖掘剔槽打洞，影响施工进度及工程质量。1.3.8做好工程所有材料的组织采购、运输工作，保质保量，并指定专人分管，确保材料进场，满足施工需要，杜绝停工停料现象，严格执行原材料检验、验收制度，采购合格的原材料。1.3.9强化管理，运用现代化管理手段，使工程自始至终处于严密控制中，坚持每天下午召开现场碰头会，出现问题及时调整。49 1.3.10依靠建设单位支持帮助，贯穿于项目管理的全工程中，每周召开甲乙双方协调会，形成整体协作，使工程控制计划顺利实行。1.3.11工期考核指标下达至各班组，按期按质完成所定指标者奖励，反之处罚，每周检查一次，发现问题及时纠正。1.3.12严格以高标准，严要求，按图按规范施工，避免出现人为的返工等重复劳动，坚持“三检”制度，杜绝质量事故的发生；施工中作好安全工作，杜绝安全事故的发生，保证工期顺利进行。1.3.13及时与气象部门联系，掌握天气变化情况，做好施工中的防雨、防风准备。1.3.14备足施工的流动资金，保证资金周转、专款专用，避免因资金问题影响施工进度。2确保工程质量的技术组织措施2.1工程质量目标根据建设单位招标文件要求，并结合我公司的综合实力，决定将本工程的质量目标确定为：优良标准。2.2确保工程质量的技术组织措施2.2.1建立健全质量保证体系，强化质量过程控制。99年我公司为GB/TI9001-2000idtISO900149 ：2000国际标准认证通过单位，已建立健全质量保证体系，经过十年来的有效运行，达到强化质量过程控制，形成横向土建、安装到作协单位，纵向由项目经理到施工班组全面覆盖的质量管理网络。使工程全过程均处于受控状态。施工中严格按照国家现行施工及验收规范、技术标准及有关规定进行施工验收。2.2.2按GB/TI9001-2000idtISO9001：2000标准编写质量保证计划大纲2.2.2.1概述本项目质量计划是依据GB/TI9001-2000idtISO9001：2000国际标准、公司的书面质量体系文件进行编制的。是本项目施工中实现质量保证的基本文件之一，本工程施工过程中的质量管理与项目施工的相关部门、人员必须遵照执行。对本计划未列事宜，执行本公司书面质量体系文件。2.2.2.2质量目标质量目标：按国家施工验收规范标准，优良标准。本工程经施工完成，竣工交付业主使用时质量达到下述目标：分项、分部、单位工程达到建筑安装工程质量检验评定统一标准，合格率100%，分项工程优良率90%，其中专项达到：所有隐蔽工程为业主代表（监理单位）验收合格；池体不出现渗漏。49 特殊过程质量达到规定要求。工程竣工后保修按国务院颁发的《建设工程质量管理条例》第六章的规定执行。2.2.2.3质量管理职责本工程项目人员简介：本工程项目共有7人，由项目经理、项目技术负责人、施工员、质检员、材料员、安全员、预算员、贯标资料员组成。2.2.2.4主要职责描述2.2.2.4.1项目经理代表公司履行对业主的工程承包合同，执行集团公司的质量方针，实现工程质量目标；负责本项目质量保证体系的正常运行；负责项目的组织分工，明确人员职责，建立恰当的激励机制，充分发挥与项目建设所有有关职工的积极性；主持项目工作会议，审定或签发对内对外的重要文件；负责内审和施工过程中轻微不合格的处理及一般以上不合格上报工作。2.2.2.4.2项目技术负责人主持编制和修改“项目质量计划”；负责项目质量计划中有关技术工作的安排。协助项目负责人确保质量计划得以顺利实施；49 负责组织本项目各种质量记录的填写、收集、汇总工作；2.2.2.4.3贯标资料员在质量计划制定和实施中，当好项目负责人和技术负责人的参谋和助手；负责图册、文件、资料的分配、收发、保管及日常管理；负责质量记录清单及质量活动记录的填写、收集和汇总；协助做好GB/TI9001-2000idtISO9001：2000标准的宣贯工作。2.2.2.4.4项目其它人员的职责。见菏建集团《各级管理、执行、验证人员质量责任制》，并保证使每个参加项目施工人员都清楚自己的职责。2.2.2.5分要素论述2.2.2.5.1总要求：通过贯彻GB/TI9001-2000idtISO9001：2000标准，建立质量管理体系，实现菏建集团制定的质量方针和目标，达到顾客满意，并使企业不断改进绩效，追求卓越。文件要求：资料员负责本项目所有文件的收发、传送、整理和保存等工作，保证施工过程中使用的有效文件；49 本项目使用的施工图纸（受控章、设计单位图号、变更出处、变更人员、变更时间）须标识清楚；本项目使用的施工验收标准、规范、操作规程、工艺标准；本项目使用的与质量体系有关的外来文件；施工图册；本项目除使用《质量手册》、《程序文件》和《内部质量管理文件》外，还使用菏建集团及上级有关部门下发的文件。本项目指定资料员为质量记录总负责人，负责本项目所有质量记录的收集保存和处理工作，同时对各过程质量记录负责人进行监督检查；质量管理体系运行记录由资料员整理，并放置保存于各职能部门，保存三年。工程的技术资料中所含质量记录，工程竣工后报档案室存档。2.2.2.5.2管理职责（见本计划第3项：质量管理职责）以顾客为关注焦点负责施工过程中技术、质量、安全、工期、合同履约等的落实以及相关资料收集、整理，与顾客沟通，建立信任协作服务关系。2.2.2.5.3质量体系49 建满意工程，树良好信誉，持续地改进，让顾客满意。项目经理负责质量方针的宣传贯彻工作。2.2.2.5.4质量目标质量管理体系策划：通过策划，确保质量管理体系在受控状态下运行，在对质量管理体系的变更进行策划和实施时，仍保持其完整性。本工程项目的关键工序有土方、模板、钢筋、砼。对施工中遇到的新问题或使用新技术、新材料、新设备时，由技术负责人技术负责人组织制订针对内容的施工方案。施工现场依据平面布置图，布置材料堆放场地，设置贮存仓库，并定期检查、监督与此项工作有关操作人员。在技术交底中明确主要分项工程的成品保护措施。2.2.2.5.5纠正措施纠正措施的信息源技术负责人负责提出，技术处批准纠正措施。跟踪验证纠正措施的实施效果，并留有记录。2.2.2.5.6预防措施预防措施的信息源项目负责人提出，技术处批准预防措施。项目负责人跟踪验证预防措施的实施效果，并留有记录。49 工程实行项目法施工进行目标管理，运用计算机进行工程质量管理，明确项目经理全面负责质量、专职质量员中间控制、班组现场检查的三级管理体制由公司进行考核，采取质量一票否决权考核项目经理。2.2.3对重点、关键工序、特殊过程编制作业指导书，坚持施工前预先定标准、定样板、定材料、定作法。2.2.4树立“百年大计”、“质量第一”的思想观念，进一步提高全体职工的质量意识，加强施工人员的技术培训，坚持持证上岗，建立现场QC小组，积极开展QC活动，推行全面质量管理。2.2.5严格按设计图纸、国家规范操作规程，施工组织设计组织施工，下达作业指导书、编制工程质量计划，进行技术交底。2.2.6认真执行工程质量计划，落实质量责任制，严格自检、互检、交接检制，隐蔽工程检查验收制，分部分项工程验收制，模板拆除拆模令等质量控制制度，做好各个阶段的验收工作。2.2.749 严格执行原材料各种检验制度，认真把好原材料、构配件、成品、半成品质量关，所有材料要符合规范要求，要有质量保证书，出厂合格证明。水泥、钢材、防水材料及特殊材料等按有关规定除具有出厂证明和检测资料外，还必须进行复试，坚持先复试后使用的原则。对进场的原材料、构配件应做好现场的检查验收工作，并做好原始记录。2.2.8贯彻谁施工谁负责质量，实行挂牌操作，严格操作人员的岗位责任。实行奖优罚劣，将质量好坏与领导、施工人员、操作人员的奖金、工资挂钩，不合格的工序坚决返工重做。2.2.9隐蔽工程验收应由建设单位、监理一道参加验收，未经验收合格的情况下不得进行下一道工序施工。对工程关键部位的隐蔽验收还应邀请政府职能部门、勘察、设计等。单位参加，接受政府职能部门、质检部门、业主、监理的监督、验收和管理，积极做好其配合工作。2.2.10加强成品保护、制定成品保护措施。2.2.11做好各项施工过程和原始资料的检查及记录，做到资料齐全，整理收集保管规范化，装订成册，有专人负责。2.2.12施工中，严格按照国家施工及验收规范、操作规程和施工工艺标准施工，并着重抓好以下几点：⑴49 钢筋工程：严格审查钢材的出厂合格证、标牌，按规定进行检验和试验。绑扎前按设计图纸及配料单检查已加工好的钢筋规格、型号、数量是否符合设计要求。如发现错配或漏配应及时纠正或补配。绑扎完后，应检查钢筋、预埋件的位置、规格、型号、数量是否正确，防止踩踏钢筋，不准有油污、泥土、灰浆等粘污。混凝土浇捣时要注意防止钢筋移位。浇灌砼前要拉线核查主筋的位置，放置保护层垫块，自检合格后，请监理认可并及时办理隐蔽验收工作，然后转入下道工序。（2）模板工程：池底、池壁支模前应向工人进行详细技术交底，由于墙体厚度达到600mm,采用直径14的对拉螺栓加固，间距500mm。严格按方案确定的方法施工，并先做样板，符合要求后再大面积施工。支模前放好轴线，边线、水平线、对线支模，合模前放置预埋管线、预埋件、预留插筋、办理好预检、隐检手续。模板涂刷脱模剂。拆模时，侧模应在保证砼表面不被损坏时拆除。（3）混凝土工程：采用商品砼，用砼输送泵进行运输砼，施工前混凝土应做试配，施工中严格执行配合比，水泥、砂、石、外加剂等应符合有关规范、标准要求。电子配料机进行计量，并根据砂、石实际含水率及时调整用水量。搅拌时，严格控制加料顺序及搅拌时间，运输时防止砼产生离析现象。砼浇灌时的自由下落高度，分层厚度，间歇时间，施工缝的留置及处理严格按施工规范有关标准施工。对模板的牢固及其支撑，钢筋及预埋件的位置有专人负责。砼灌入模板后，应严格捣实，防止漏振。浇灌完毕后，应控制好砼的养护。49 （4）抹灰工程：要保证抹灰的质量，坚决执行先做样板，再大面积施工的制度。做好池壁的基层处理，防止产生空鼓、裂缝等质量通病。严格按操作规程的要求操作，坚持自检、互检，严格“把关”、“积极预防”，加强成品保护，制定成品保护措施，防止交叉污染。2.2.13对各分项工程容易出现的质量问题采取以下预防措施：⑴钢筋工程A进场的钢筋应严格检验、有质量合格证并进行取样复试，符合设计及规范要求后方可使用。B钢筋焊接，焊工必须持证上岗，进行试焊合格后进行焊接，施工中必须按规定进行焊接接头检验。C钢筋接头形式、位置、数量、箍筋的加密、弯钩、绑扎等严格执行施工及验收规范。D受力钢筋的保护层厚度应符合设计要求，用于砼保护层的垫块，其水泥砂浆的强度等级必须达到母体砼的强度等级。垫块按1M左右的间距放置、绑扎在受力钢筋上，不许松动、位移或脱落。E对于双层筋，上部负弯矩筋焊钢筋马蹬支撑，以防钢筋位移。⑵混凝土工程A49 砼搅拌站施工前先做试配，施工时严格按配比计量，我集团公司现场浇筑砼时，认真填写砼施工记录，按规定留置试块。B砼施工缝应严格按施工规范留置和处理。C砼现浇板，必须振捣密实后找平、使表面平整度符合要求，在砼强度未达到1.2MP前不准上人任意踩踏。D砼浇筑完毕后12小时以内加以覆盖并浇水，保持砼具有足够的湿润。E拆模应严格控制砼强度，不许过早拆模。拆模时应经工程技术负责人同意后方可进行。2.2.14所需材料和设备的质量保证措施⑴采购质量采购方针：计划合理，三比一算（比质量、比价格、比运距、算成本），严格按照我集团公司的《采购》程序优选厂家（业主指定厂家除外），高质价廉，供货及时。采购程序：采购人员在采购时严格按照我集团公司《采购》程序的规定做到“三比一算”49 ，综合考虑价格、交货期、质保能力，在合格分供方名单中选定最合适的分供方采购。材料员根据材料采购计划与合格分供方签订合同，注明名称、型号、规格、质量要求、供货期限、运输方式、违约条款等，并最终经项目经理签字批准。对主要材料有建设单位、监理单位、设计单位、施工单位共同选定样品，并进行封样，采购时严格执行按样订货制，确保货样一致。⑵材料、构配件的检验：49 严格按照我集团公司的《进货检验和试验》程序及《不合格品的控制》程序执行，对工程项目施工所需的原材料、半成品、构配件进行质量检验和控制，并编制相应的检验计划。所进材料或构配件需在分承包方货源处验证时，要提前在合同或协议中明确验收方式。进场的材料或构配件在进场时必须具备出厂合格证（构配件需具有厂家批号），需做复试的材料要按规定进行抽检。预算人员根据图纸及其他有关资料编制施工预算，提出定额消耗材料要料计划表，施工员根据有关资料（含变更资料）编制人工、周转工具及其他材料要料计划表，交项目材料员。材料部门根据要料计划，编制采购计划，列出材料名称、品种、规格、数量、供应日期，有特殊要求的需写明，并报项目经理和技术负责人审批签字后，由采购员实施。月末材料部门编制"材料报耗表"，送财务及公司复核成本。水泥、钢材进场时由材料员进行外观检验及索要出厂合格证，试验员按标准取样复试。对在现场配置的砂浆等，先提出试配要求，经试配检验合格后才能使用。其他材料要每批验证出厂合格证、产品说明书、规格、型号、外观、数量等，需做复试的必须做复试，并做验收记录。凡标志不清或认为质量有问题的材料，对质量保证资料有怀疑，与合同规定不符的一般材料，需进行追踪检验以控制和保证其质量的材料等，均要进行抽检。关键施工部位所用的材料，则要进行全部检验。凡经检验不合格的材料一律不得在工程中使用。（3）通过试验和计量对质量进行控制试验管理原则：严格按照国家的有关标准规范和本单位的试验与检测工作程序进行控制。本工程现场设标养室，现场设一名取样试验员负责现场取样送检工作。取样根据现行国家标准、规范中有关规定。试验员职责：试验员熟悉各种材料、试验标准、取样标准，具有较强责任心。取样及时、规范，试验数据准确、真实、有效。有权对现场材料质量提出质疑并试验。同监理一起作好见证取样，并作好记录。3确保安全生产的技术组织措施3.1本工程安全目标：保证无伤亡事故，无机械设备火灾事故，一般事故频率控制在1‰以内，确保达到安全文明施工工地标准。49 3.2确保安全生产的技术组织措施3.2.1建立安全保证和检查监督体系，项目经理部设专职安全部门，设专职安全员，班组设兼职安全员，认真落实安全生产责任制，保证安全措施的落实。3.2.2要经常对职工进行安全教育，牢固树立“安全第一、预防为主”的思想，各工种操作人员要熟知本工种的安全技术操作规程，每项工序操作前应进行安全交底。施工班组每天召开班前会，对工人进行针对性安全教育，新工人未经二级安全教育不得上岗。教育职工正确使用安全防护及防火用品，严格执行安全生产“十不准”。3.2.3加强安全管理标准化：①坚持“五同时”，“三不放过”制度。②坚持安全工前交底，工后讲评活动。③坚持安全周日活动，每周安排一个晚上开展施工队安全活动。④坚持定期检查制度，项目经理部每周，施工队每天各检查一次。⑤施工现场设有安全标牌，危险区设立明显安全警示标志。严格按照“一标五规范”的要求组织施工。3.2.4施工期间，严禁非施工人员进入施工区，外单位参观人员要有专人陪同。49 3.2.5设专人与气象台联系，及时做出大风、大雨预报，采取相应措施防止事故发生。3.2.6机械操作人员及特殊工种必须经过培训、持证上岗，非操作人员不准动用机电设备。3.2.7现场用电线路严禁乱拉乱接电线，遵守施工现场用电管理制度。3.2.8各类架子按规定搭设，实行验收制度，搭设完毕要经技术、安全等部门有关人员验收合格后方可使用。使用过程中（特别是雨后）要经常进行检查、维修。严禁擅自改动。3.2.9施工现场要有严格的分片包干个人安全岗位责任制，做到现场清洁，材料构件码放整齐，现场道路畅通。3.2.10为了更好地使安全生产适应项目法施工的需要，我公司制定了《现场安全管理企业规范》，要求在施工中必须坚决贯彻执行。我公司安全管理部门将结合工程特点编制专门的安全技术措施。3.3施工阶段的围护措施基坑周边砌250mm高挡水墙，防止雨水、施工用水、杂物进入槽内。并在基槽周圈设置1.2m高的钢管护栏。3.4安全用电说明及安全措施49 现场照明：施工现场的照明要安装在合适的地方，牢固可靠，灯罩的金属外壳作良好的保护零线。照明灯远离易燃物品，以免引燃。施工中的临时照明灯，及时拆除，收好。现场照明灯线，采用橡胶软线，不得使用护套线和花线。3.5其它安全措施（包括四周的安全防护措施）3.5.1普及急救常识，工地设急救卫生员和备用车辆。3.5.2平衡各相用电负荷的均衡性，现场用电机具等布置要均匀，不得出现某相线的用电负荷过大现象。现场各临时机具的用电线路连接必须由负责电工进行统筹安排。3.5.3施工现场严禁吸烟等非生产性用火，生产用火（限于电焊，其他用火须报项目经理部、安全部门及甲方批准）必须在现场配备灭火器，并派专人管理。4确保文明施工的技术组织措施4.1在施工中需要特别注意文明施工，降低环境污染和噪音，创造一个良好的生活环境，因此，现场成立文明施工领导小组，由项目经理任组长，技术负责人任组长，各专业队长任组员，负责协调、处理施工中各方关系，检查督促文明施工。4.2根据本工程特点制定一套适合本工程的有关文明施工制度，措施上墙公布，认真学习。4.349 劳动人员管理：工程施工实行挂牌施工，进场所有施工人员挂牌标明身份、工种、职业，来路不明人员绝不雇用。4.4完善各项文明施工各项措施，做到“六图二板”齐全，现场布置按施工平面布置图安排，建筑材料堆放整齐，构件材料分门别类，道路通畅，临时设施整齐有序。垃圾及时清扫，做到随做随清，现场内无施工垃圾，文明整洁。4.5夜间施工设置照明标示、施工噪音不超过环保标准。4.6清理施工垃圾，使用封闭的专用垃圾道和采用容器、袋装，严禁随意凌空抛撒造成扬尘，施工垃圾要及时清运，清运时，适量洒水减少扬尘。4.7施工运料不使用抛、冒、洒、滴、漏、渗的车辆，这样减少对道路造成污染，特别是运土方时及时清扫干净。施工现场制定洒水降尘制度，易产生扬尘的季节，配备专人负责洒水降尘。施工运料时，对道路造成的污染要及时清理，每天派专人打扫场地四周施工运输道路。生活垃圾设专用垃圾箱，严禁乱仍乱抛。现场道路、堆场、加工场地均采用硬地面施工，干燥季节路面上洒水，以减少尘土。4.849 施工现场提倡文明施工，建立健全控制人为的噪音管理制度，尽量减少人的大声喧哗，增强全体施工人员防噪声扰民的自觉意识。4.9现场临时围墙写上标语，封闭施工，并设置专值班门卫室。加强现场保卫工作，设置专职保安人员24小时值班，在现场防偷盗、防窃保安全施工。49 项目管理机构人员配备情况一览表XX市昆明路污水提升泵站工程职务姓名职称职责分工项目经理南孟强工程师负责项目的全面管理技术负责人张永阁工程师重大技术事务施工员王华助工对现场的建筑工程施工负责质检员孔祥国技术员建筑工程质量管理安全员张顺助工安全管理材料员南孟景/材料管理资料员王雪蕊工程师收集、整理技术资料机管员赵根成工程师机械管理55 五用于本工程主要施工机械装备和检验及试验设备、仪器一览表、本标工程劳动力计划表、临时用地表用于本工程项目的主要施工机械装备及试验仪器一览表序号机械装备（试验仪器）名称型号规格数量国别产地制造年份额定功率原/现价值（万元）备注1挖掘机W1-1002中国200775马力150/1102自卸车8T5中国200723/183潜水泵QY-7012中国20082.2KW0.11/0.094打夯机HW-602中国20083KW0.04元/0.035砼汽车输送泵1中国2008180/1506砼搅拌运输车3中国200865/507钢筋切断机GJ5-401中国20095.5KW0.85/0.808钢筋弯曲机GJ-401中国20095.5KW0.2/0.29钢筋调直机GJ4141中国20098KW1.32/1.3010电焊机BX-3302中国200815KVA0.23/0.2011电渣压力焊机JS-6001中国200745KVA0.3/0.212闪光对焊机UN1-751中国200875KVA1/0.813木工台锯MJ114A2中国20087.5KW0.15/0.1314砼振动棒ZX504中国20090.023/0.02315砼振动片ZB-111中国20090.09/0.0916全站仪1中国20081.85/1.7017经纬仪1中国20070.68/0.518水准仪1中国20090.095/0.09555 本工程项目劳动力计划表工种10月（人）11月（人）12月（人）平均高峰平均高峰平均高峰瓦工10151220木工15231623钢筋工8151015机械工222326架子工1414焊工133624普工1313816电工121222抹灰工1620合计39674676304855 临时用地表用　　途面　积（m2）位　　　置需用时间办公室10.5详见施工平面布置图94天门岗8.75详见施工平面布置图94天监理办公室10.5详见施工平面布置图94天伙房10.5详见施工平面布置图90天仓　库17.5详见施工平面布置图94天木工作业区77详见施工平面布置图75天钢筋作业区77详见施工平面布置图75天厕　所15详见施工平面布置图94天合计226.75六施工进度计划图和施工平面布置图见附图内部资料，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^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vST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