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'泰安市西区供热设施汽改水管网东线工程施工二标段（东岳大街乐园路口至望岳东路万吉路口）施工方案编制人：审核人：山东四方安装工程有限公司2014年1月27日25
目录第一节工程概述……………………………………………………………………2第二节施工准备……………………………………………………………………2第三节工期进度计划及部署安排…………………………………………………3第四节工程测绘……………………………………………………………………3第五节防护工程……………………………………………………………………4第六节管道安装工程………………………………………………………………7第七节质量保证措施………………………………………………………………13第八节工期保证措施………………………………………………………………17第九节安全施工保证措施…………………………………………………………19第十节文明施工保证措施…………………………………………………………22第十一节雨季施工措施……………………………………………………………23第十二节环境保护保证措施………………………………………………………2425
第一节工程概述本段工程为泰安市西区供热设施汽改水管网东线工程施工二标段东部市政广场段管道安装工程，该段西起东岳大街乐园路口，东至望岳东路万吉路口，管道沿东岳大街路北侧慢车道直埋敷设，跨过望岳西路后进入市政广场，沿广场斜坡处向东穿越望岳东路进入万吉路，管道穿越望岳东、西路和市政广场中部水池进行顶管施工；本段设计全长约0.65km，管材采用DN800塑套钢保温管。第二节施工准备1、施工技术准备A、组织项目工程技术人员熟悉施工图纸进行现场勘查，了解设计要求，对施工中可能出现的问题进行预测分析，做到心中有数提前准备。B、编制详细的技术措施，合理安排工期，劳动力。并做好各项审查工作。C、编制工程预算、计划施工用工量，落实各项承包指标。D、组织图纸会审和现场测量，对不明或易出现的技术问题提前提出，征得设计同意或由设计拿出方案后再确定施工技术方法。2、材料准备签订合同后立即提报材料计划，根据材料加工供货周期催要材料，保温管材到货与管沟开挖相配合。3、施工场地的准备根据设计图纸要求给定的坐标和标高数据，安排专业人员进行测量，分段设置坐标点，同时将管沟进行放线定位，为正式施工做好准备。4、劳动力调配本工程项目劳动力的配备根据工程现场实际情况确定，由项目部统筹安排，搞好现场综合平衡，降低和减少施工高峰，采取先进合理的施工工艺，提高工程质量和进度。由于土建进行分段施工，兼之工期比较紧，拟计划特殊地段分两班作业，昼夜不停，把工期尽量提前。25
第三节工程进度计划及部署安排本工程进度根据指挥部要求进行，土建沟槽开挖完成并经验收以后开始施工，10天之内完成一个土建分段，对于关键地段和路口采取昼夜两班倒工作制进行施工，力求缩短工期，把影响降至最低。本段工程拟计划分为五段进行施工，即从东岳大街乐园路口开始至望岳西路为一段，望岳西路过路顶管为一段，市政广场中心顶管为一段，市政广场中心顶管处两侧各为一段。现场施工的先后顺序根据指挥部要求确定。管沟开挖以前，就需要提前准备下料，加工预制管道附件：固定支架、防水套、环板、加强板等，管道正式开始安装时哪个地方需要加什么附件就直接加上，避免因附件不到位而停工或是管道对过去以后人员机具再返回来加这些附件，浪费人力及时间。及时和物资供应部联系，随时来管，来后安排吊车直接卸入管沟内布开，尽量避免卸至现场二次倒运吊装。第四节工程测绘1、定线测量，热力管网定线测量按施工图纸给定的坐标进行测量定位，测量时应先测定控制点线的位置，测量管、段上的中心桩的间距为50m，管线测量中所使用的量具为用检定过和钢尺丈量，管线定位后，点位顺序编号，中线桩安放标石，并绘点示记，管网中心线定位完成后，在施工范围内对所有障碍物进行检查。2、水准测量，水准观测前，必须对水准仪和水准尺进行全面检查，在管网起点、终点留临时水准点，临时水准点用标志明确的标记进行标志。3、竣工测量，管网竣工时，按地面建筑的坐标和高程进行测量，对供热管网坡度变化点，测量中心坐标及管道上表面的高程，管道高程的垂直度变动点，测量中心坐标和变动点上下两个部位的管道上表面高程，在管网的管件处测量中心坐标和管道上表面高程，竣工坐标数据及距参照物的数据在平面图上标注，纵断面图上标注各测量和高程数据。25
第五节土方工程1、开挖准备⑴管道采用直埋敷设安装，施工前按设计图纸及施工现场进行定位放线，并进行沟槽开挖。沟槽开挖断面尺寸以设计图纸为准，参照管道的敷设深度、管道的直径及敷设的根数，确定沟槽开挖形式与放坡大小，计算出沟底宽度及开挖沟槽的上口宽度，按施工平面图标注尺寸为基准，确定管道沟槽中心位置。现场如有特殊情况，不能按设计图纸施工进，需现场重新确定开挖尺寸。⑵开挖时首先拉线、洒灰线确定管沟开挖槽口中心线，向两侧各量出1/2槽口宽度，放出管沟开挖位置线。在管道分支点、变坡点、转弯处及附属构筑物（井室）处打上中心桩，在桩号上注明该点的管道安装中心、沟底开挖宽度、沟槽开挖深度、管道标高等技术数据，作为管沟开挖、管道安装的依据。⑶开挖前，提前联系道路沿线地下管线的各相关管线单位，派专人沿线对其管线进行指认确定并做好记录，双方当事人签字认可。2、管沟开挖及回填⑴本工程开挖分五段进行，即从东岳大街乐园路口开始至望岳西路为一段，望岳西路过路顶管为一段，市政广场中心顶管为一段，市政广场中心顶管处两侧各为一段。本次开挖拟先从顶管处进行。⑵本工程管沟开挖时在遇到主要路口或市政广场主要出入口时，采取管沟开挖后在管沟上面覆盖30mm厚钢板作为临时道路通行，钢板两侧设置防护栏作为安全防护的形式进行施工，做到施工、通行两不误，把施工带来的影响降到最小。⑶开挖放线时，应对管沟所在的位置即地下有没有其它障碍物（如自来水、煤气、光缆、电缆等）及其埋深作出详细的了解，并进行探坑开挖，把地下障碍物显露出来，避免沟槽正式开挖时不必要的麻烦。⑷开挖时在沟槽顶的边沿线外1.5m处设钢管加彩钢板围挡组合的围护设施，在围栏靠近主车道侧使用反光隔离墩或警示牌，在管沟两头设置警示牌及工程施工告知牌，以保证来往车辆及行人的安全。⑸开挖前应按照图纸进行现场放线，把固定支架、补偿器位置标示出来，根据其尺寸大小放线，一次挖方成活，避免以后井室砌筑时二次开挖。⑹放线时，把每个焊口的位置标示清楚，开挖时一块把工作坑带25
出来，工作坑尺寸，纵向1.2m,横向按管两侧每侧出0.6m，深自沟底下0.5m。⑺施工中经常测量和校核管沟开挖的平面位置，标高和边坡坡度，使之符合设计要求。⑻挖掘机开挖以前，对于沥青混凝土路面先进行切割，再用油锤破碎，每个分段破碎完成再进行开挖，或者两台挖掘机同时进行，一台破碎，一台开挖。由于油锤破碎噪音太大，中午时段和夜晚22时以后不得进行作业。⑼挖掘机挖沟时，必须人工配合，沟底注意平整度、工作坑、井室位置等，沟上人员注意管沟平直度、管沟放坡、测量标高。沟上人员还要注意沟边留土做好围护。⑽管沟开挖时，由于沿慢车道施工，土方除留下沟边围护用土以外全部外运，避免工作面过大影响车辆、行人通行。⑾对于挖掘机抛洒的余土及时清扫至沟边，尤其是下水道附近，必须打扫干净，不得落入下水道内，如沟边留土与下水道太近，可以用彩板做防护；⑿挖掘机开挖以后，对于成型地段随开挖随做防护，一步到位。⒀管沟开挖保证沟底土层不被扰动，当无地下水时，挖至沟底设计标高以上5—10cm时停挖，沟底由人工进行挖土和平整,并随清沟随找坡。⒁沟基处理：由于直埋管道直接座在沟底，沟底管基处理尤为重要，原土层沟底土质坚实时，可直接座管，如土质松散，应夯实。⒂管沟开挖找坡完成后,应进行人工铺砂，铺砂厚度为20CM.。⒃待管道安装完毕可以回填时，应根据设计要求对管道周围作砂垫层，并保证管道保温层周围及顶部填砂200mm厚。满足要求后，再进行原土回填，并按150mm一层，分层回填。胸腔部分填方密实程度达95%，管顶以上0.5m厚度内填方密实程度达到85%，管顶以上0.5m至地面部分的填方密实程度达95%。⒄胸腔部分回填时，管道两侧同时进行回填，以防管线产生位移，并且采用人工夯实，并按150mm一层，分层夯填，管顶以上对于有砼路面需要恢复的，仍按原有路面形式进行恢复。3、井室及固定支架砼浇筑⑴施工程序：测量定位→基坑土方开挖→混凝土垫层→绑筋支模→现浇混凝土井壁→井盖板安装→土方回填⑵施工方法①场地的定位控制线，引桩，标准水平桩及开槽的灰线尺寸，必须经过监理复验合格。②按规定要求的顺序进行挖土，预留200cm厚土层，人工挖至槽底，不得超挖；25
③底板垫层浇筑按图纸设计要求施工，严格控制垫层标高；④钢筋绑扎：钢筋绑扎前，由测量人员将检查井控制线投放在底板垫层上，并在底板上弹线、布筋，钢筋规格及密度严格按图纸要求进行；⑤钢筋绑扎完毕后开始支模，内膜板采用组合式定型钢模板，管道穿墙处需用外模板采用竹胶板局部配木模支搭；模板必须尺寸准确，板面平整，具有足够的强度、刚度、承载力和稳定性，能可靠的承受浇筑的混凝土的自重和侧压力，以及在施工中所产生的载荷。⑥模板要求构造简单，装拆方便，接缝应严密，以防止漏浆。模板安装完毕经自检合格应及时通知监理验收。⑦混凝土浇筑采用商品混凝土浇筑施工，采用插入式振动棒振捣，要做到紧插慢拔，插捣间距不大于40cm，混凝土浇筑时应设专人看筋、看模，并经常观察模板、钢筋有无移动、变形等情况，发现问题及时处理。⑧模板拆除按照砼规定强度来决定，达到强度的50％即可拆侧模板，底模须达到设计强度75％以上方能拆除。⑨砖砌井壁时的水泥砂浆必须填充饱满，水泥砂浆标号不得低于M7.5号，砌筑时每隔50—100cm必须找平一次，作为一水平面，做到各水平层内垂直缝错开，不得有干缝、瞎缝现象。⑶固定支架砼浇筑：先按照设计图纸标注的尺寸进行钢筋绑扎，绑扎完毕再进行支模，模板内壁刷脱模剂，支模完毕经自检合格后通知监理验收。固定支架采用商品混凝土浇筑施工，一次浇筑成型，采用插入式振动棒振捣，保证振捣均匀、密实。25
第六节管道安装工程1、管材运输及布管⑴管材、管件及设备运至施工现场卸车时要使用软吊带吊装，轻吊轻放，避免管道互相碰撞。⑵存放管材的地方要平坦，不得放在高低不平且有石块的地方。⑶管材、管件及设备运至施工现场后，必须由材料员（质检员配合）逐根逐件检查外保温防腐及管口质量，并作好标识记录，不合格的不准使用，并且运离现场。⑷管材、管件及设备进场后，应具备合格证、材质单。⑸布管：本工程布管采用管沟开挖后在沟槽内直接布管，即将管道沿沟槽底部一字排开。2、施工工艺流程施工进场准备→测量放线→管材进场与验收→沟槽下管→管道组焊→焊口无损检测→管道保温补口→固定支架砼浇注→阀门井砌筑→沟槽回填→清理现场→竣工验收。3、管道安装1）管道吊装⑴管道安装前，管节应逐根检查管节的保温层及管端有无变形，合格后方可下管。⑵下管采用吊车下管。下管时吊车在管沟边将运来的的保温管使用柔性吊装带吊下沟槽。⑶下管时，吊车距沟边应间隔2m的距离，以避免沟壁受力坍塌。⑷吊车不得在架空输电线路下作业。在架空线路附近作业时，其安全距离应符合电业管理部门的规定。⑸机械下管应有专人指挥。指挥人员必须熟悉机械吊装的有关安全操作规程和指挥信号，驾驶员必须听从信号进行操作。⑹绑管子应找好重心，平吊轻放，不得忽快忽慢和突然制动。⑺起吊及搬运管材、配件时，均应采取保护措施，以防损坏。⑻在起吊作业区内，任何人不得在被吊起的重物下面通过或站立。⑼管道安装前应检查沟槽底高程、基底处理是否符合设计要求。管道内是否存有杂物，若有应清除干净。⑽25
管道安装如遇特殊地段，可采用吊车单根吊入沟槽内安装，也可2根或多根组焊完后吊装，当组焊长度较长时，应采用两台或多台吊车抬管下管，吊点的位置按平衡条件选定，应稳起稳放。严禁将管道直接推入沟内。⑾管道安装时不得产生轴向或沿管线方向应力，安装允许偏差应符合轴线位置为±30mm，高程为±20mm。2）管道对口⑴不得强力对口。当存在间隙偏大、错口、不同心等缺陷时，不得强力对口，也不得用加热延伸管道长度或加焊金属填充物等方法去对接管口。间隙偏大可用磨光机修磨管口；错口及不同心可采用千斤顶修整或采取转动管子的形式来修正。⑵外径和壁厚相同的管子或管件对口，应做到外壁平齐。对口错边量应小于下表规定：钢管对口时允许偏差璧厚mm2.5—56—10错口允许偏差值mm0.51.03）管道焊接⑴管材：本工程用的管材为塑套钢成品保温管，保温采用聚氨酯硬质泡沫塑料。其管道接口采用氩电联焊，焊口进行x射线无损检测。⑵焊接材料的选用及保管：a.焊条选用必须有产品合格证和批量的质量证明书。b.焊条在使用前应进行烘干，经过烘干的焊条放在保温桶内，随用随拿。c.焊条烘干应设专人负责，并做好详细烘干纪录和发放纪录。d.施工现场当天未用完的焊条应回收存放，重新烘干后使用，重新烘干的次数不得超过两次。⑶焊接设备：焊机选用直流氩弧电焊机，焊机性能必须稳定，功率等参数应满足焊接条件。⑷焊接人员：所有管道焊接人员必须持证上岗，选派焊接技术过硬的焊接人员，加强焊接技术力量。⑸焊前准备：a.焊接前，应根据焊接工艺评定制定焊接工艺规程，参加管道焊接的电焊工必需持有有效期内的焊工考试合格证书。b.25
管子及管件对口前，应检查坡口的外形尺寸和坡口质量。坡口表面应整齐、光洁，不得有裂纹、锈皮、溶渣和其它影响焊接质量的杂物，不合格的管口应进行修正。c.管道施焊前应将坡口两侧各100mm表面上的油污、浮绣、水分、泥沙、气割后的熔渣氧化皮等杂物以及破口内侧及加工毛刺等清洁干净，使坡口两侧10mm范围内外表面露出金属光泽。d.沟槽内施焊需挖工作坑，其尺寸距管外皮宽0.6米，长1.2米。深，低于管底0.5米。⑹焊接施工：a.在下列任何一种焊接环境，如不采取有效的防护措施不得施焊。雨天或大气相对湿度超过90%、风力大于5级。b.根据冬末春初多风的特点，焊接时在现场必须采取防风措施，以保证焊接质量。c.焊接时应使焊缝可自由伸缩并应使焊口缓慢降温，不得在焊完的管道上敲打。每道焊缝均应焊透，且不得有裂纹、夹渣、气孔、砂眼等缺陷。焊缝表面成形良好。管道焊接中，每层焊毕必须用钢丝刷清渣并进行外观检查，发现缺陷，必须铲除重焊，以确保焊接质量。d.对口时纵、环向焊缝的位置应符合：纵向焊缝应在管道中心垂线上半圆的45°左右处；纵向焊缝应错开，间距不得小于100mm，环向焊缝距支架净距不应小于200mm，任何位置不得有十字型焊缝。e.管道焊接依照《现场设备、工业管道焊接工程施工及验收规范》（GB50236-98）。管节焊接前应先修口、清根，对口时应使内壁平齐，错口的允许偏差应为0.2倍壁厚，且不得大于2mm。f.焊接前应先点焊，点焊必须焊透，点焊焊条应采用与焊口焊条相同的焊条；点焊时，应对称施焊，其厚度应与第一层焊接厚度一致；钢管的纵向焊缝及螺旋焊缝处不得点焊，点焊长度及点焊数量见下表。管径mm点焊长度mm点数80—15015—303200—30040—504350—50050—605g.焊工在施焊前应了解所焊管道的材质，所用的施焊工艺，如坡口形式，焊条牌号及规格、焊接电流、层间温度等。焊接过程中，焊工应严格按照“焊接工艺指导书”的要求施焊。25
h.点焊：一般分上下、左右四处定位焊，最少不应少于3处；定位后点焊后检查与调直，若发现焊肉有裂纹等缺陷应及时处理。i.不得在焊件表面引弧或试验电流。在焊接中应确保起弧与收弧处的质量，收弧应将弧坑填满，多层焊口应将层间接口相互错开。j.焊口表面质量要求：检查前应清除焊缝的渣皮、飞溅物，表面不得有裂纹，融合性飞溅物、气孔、夹渣、凹陷等缺陷。焊缝宽度应按坡口宽度每侧增加2.0mm为宜，并用焊接检验尺进行检验。咬边深度小于等于0.5mm，长度小于100mm。k.进行多层焊接时，焊缝内堆焊的各层，其引弧和熄弧的地方彼此不重合。焊缝的第一层应呈凹面，并保证根部焊透，中间各层要把两焊接管的边缘全部结合好，最后一层应把焊缝全部填满，并保证自焊缝过渡到母材的平缓。l.焊接过程严格执行“三检制”（操作者自检、班组互检、质检员专检），并做好记录。4、附属设备安装1)阀门安装（1）工程所用的阀门必须具有产品合格证和工程所在地阀门检验部门的检验合格证明。（2）未经工程所在地阀门检验部门的检验的阀门，应按国家现行标准《工业管道工程施工及验收规范》的规定进行检验。（3）阀门在安装前应根据设计要求核对阀门的型号以及法兰、螺栓的规格和数量，阀门各部件不得有裂纹、气孔、砂眼等缺陷，开启灵活。（4）阀门的开关轮应放在便于操作的位置。水平安装的闸阀，阀杆应处于上半周范围内，蝶阀的阀杆应垂直安装。阀门应在关闭的状态下进行安装。（5）阀门的操作机构和传动装置应进行清洗检查和调整，应灵活、可靠、无卡涩现象，开关程度指示标志应准确。阀门运输时应平稳起吊和排放，不得仍、摔，已安装就位的应防止重物撞击和有高空坠落。不得用阀门手轮作为吊装的承重点。（6）阀门安装必须垂直安放在支撑座上。阀门安装时应按介质流动方向确定其安装方向，且在关闭状态下进行安装。2)补偿器安装（1）安装前应进行外观尺寸的检查，核对出厂合格证与检验合格证。（2）安装前应进行外观检查或压缩试验，不得有变形不均现象。（3）套筒补偿器应与管道保持同轴，不得偏斜。25
（4）套筒补偿器的固定端应安装在固定支架处，活动端与水平管道焊接在一起，两固定支架间的管道受热膨胀时通过活动端自由伸缩而起到补偿作用。（5）安装时应在补偿器两侧的管道管端处加设支撑，防止补偿器安装完成后两侧发生不均匀沉降，导致补偿器损坏。5、接口保温1)聚乙烯热熔套管安装（1）安装前清除套管内外及管部两端的泥土及污物，保证塑料粘接部位清洁干净。（2）确定接头套管和聚乙烯外套管的搭接尺寸，将热熔套管放置在接头处，保证外套管居中，用打包带把热熔套两端打紧，然后把热熔套两端的导线连接起来，准备完毕开始进行热熔。（3）约8分钟后，看到热熔套的两侧松软且已融合可切断电源，让其自然冷却。2)热缩带安装（1）准备a.清除热缩套和外套管粘接部位的污物，清除宽度大于热缩带的宽度，有油污的地方用酒精清洗干净，并将粘接部位打毛，打毛宽度大于热缩宽度。b.粘接部位有水的地方应保证晾干或用烘灯烘干。（2）安装a.确定热缩带与热缩套的搭接长度。b.截取热缩带的长度。c.热缩带的一端裁去倒角50×15mm。d.将热缩带胶层向内包覆在接口外，并保证热缩带在焊口居中位置。e.先用小火依次将搭接的两层热缩带烘烤至胶层微化并搭接固定住，再将胶层已烘烤过的压盖居中扣在搭接缝上，然后用中火来回均匀烘烤压盖直至压盖与热缩带完全粘接无翘边和气泡，加热过程中可用手套或压滚抚平压盖使其与热缩带紧密粘接。f.压盖压紧后，从热缩带的中部开始，首先烘烤与接头套搭接的一边，烘烤时应从底部开始，并遵循由下向上、由里向外的烘烤规则，以避免气泡产生，g.调整喷枪火焰长度，先沿热缩带中部环向均匀加热，中间收缩完后再依次加热两端，加热过程中喷枪应来回移动以保证热缩带不局部过热。h.加热收缩时应仔细观察热缩带边沿是否有热熔胶溢出。j.待收缩完毕后，再次检查热缩带和压盖是否有翘边和气泡存在，若有应及时修补排除气泡保证热缩带和压盖平整。25
k.严禁保温材料浸水，如发现保温层浸水，应挖去进水部分保温材料重新进行保温。3)气密试验（1）在外套管上一端先钻一个孔，将压力表安装在孔部，拧紧固定螺栓。（2）开启空气压缩机，压力升至0.02Mpa用肥皂水进行检验，不得漏气。（3）若聚乙烯热缩带部位漏气应进行修补，然后进行气密性试验，合格后方可进行聚氨酯发泡。（4）外套管另一端钻孔，使外套管上的孔一个为浇注孔，一个为出气孔。4)聚氨酯发泡：当气密性试验合格并满足相应规定后，可进行聚氨酯发泡。（1）发泡：发泡采用机械发泡。（2）原料采用优质合格的聚氨酯原料。（3）根据接口的长度计算聚氨酯的注射量（4）从两孔溢出的泡沫完全固化后进行敲击检验，泡沫应充实饱满。（5）聚乙烯封堵：采用塞焊分别封住发泡孔及出气孔，注意聚乙烯焊塞一定充分熔焊，焊接牢固。6、管网的清洗：供热管网试压合格后，用水进行清洗，不允许清洗的附件应拆下暂时以短管代替。本工程在水压试验后利用实验用水首先进行一遍管网的清洗，清洗时采用“闸式再循环”法冲洗以节约用水量，即是将供回水管连接循环清洗，冲洗时开启循环水泵，使管内流水进行返复多次，脏水循环换水后再进行清水循环，在循环过程中，使管内杂质全部沉积于除污短管内，最终一次清除掉。冲洗流速不小于1.5m/s。冲洗方法：⑴粗洗循环：启动冲洗水泵，进行8-10小时的管内脏水循环，迫使管内沉积的砂、焊渣等杂质沿水流方向移动面最终沉积到除污短管中，使轻质悬浮杂质沿管道出水口排入水池中，经过滤渣除掉。⑵清水循环：粗洗后的脏水停泵后立即排入城市雨水管道（不要停静止后再排），待管道内最低点水全部排净后关掉水阀，再向管网内注入清水管内水满后，再开启冲洗水泵，循环8-10小时后，迅速排掉管中水，若循环冲洗不干净，再延长清洗时间。7、水压试验1）水压试验包括强度试验和严密性试验,试验压力按设计要求。2）水压试验条件：25
⑴焊接质量经外观检查合格，焊缝部位尚未涂漆和保温。⑵试压用临时加固装置安装完毕，检查井及沟槽有可靠的排水系统。⑶水源采用生活用自来水。3）试压过程根据设计要求及《城市供热管网工程施工及验收规范》CJJ28-2004中规定进行。第七节质量保证措施1、质量管理目标（1）单位工程交验合格率100%（2）整体工程为优良工程2、主要质量保证措施（1）组织保证我们将始终如一地按照IS09002标准的质量体系要求进行工程施工全过程中质量管理。严格执行公司的质量体系文件，实现管理工作规范化、标准化、程序化、制度化，处于良好的受控状态。为实现本工程质量目标提供可靠的组织保证，质量保证体系框架见图7.1。（2）质量预控及检测是保证工程质量的一个重要的一个重要手段。质量预控及检测程序见图7.2。25
图7.1质量保证体系框架图公司总工程师监理单位建设单位项目经理项目副经理质保工程师防腐保温工程师设备结构工程师安全责任工程师焊接责任工程师管道专业工程师材料设备工程师电气专业工程师质检责任工程师资金保证采购质量监督预控施工质量各施工班组25
图7.2质量预控及检测流程图公司质保体系各专业责任工程师编制施工方案并交底设计交底图纸会审设计交底图纸会审项目法人质量监督站各职能部门进行设计和施工方案要求，配置施工分项工程结束，小组自检，填写自检记录施工人员依据图纸、规范和施工方案施工项目质检员的质量检查、等级评定，办理隐蔽工程验收手续设备单位试运分部工程质量评定办理工序交接手续工程整体竣工验收单位工程质量评定单位工程竣工验收设备分部试运质量回访25
（3）主要质量保证措施①认真落实各项质量管理岗位责任制和规章制度，严格执行施工技术管理标准。②加强质量意识教育，进一步提高全员的质量意识和自身素质，落实自检、专检、抽检的“三检”制度，执行质量否决制度，以全员的工作质量来保证工程的总体质量目标。③工程所用材料，均做到符合施工设计的规定和要求，并具有材质证明和产品合格证，不合格的产品不投入使用。④工艺设备检验是质量控制的一个重要环节，设备出库前检验，填写开箱检查记录，做到不合格的产品不安装，有缺陷的在安装过程中消缺。⑤施工过程中严格按质量控制点进行监测，检查，对材料、机具、各工序，各项检测的质量进行控制，并对重要工序开展QC小组活动，通过PDPA循环，及时解决施工中的质量难题，确保质量体系正常有效进行。⑥树立主人翁的责任心，开展质量竞赛，比一比谁做的好，谁做的快，谁的返修率最低等。⑦执行工程质量奖优罚劣的办法，每项工程开工前，即与施工班组拟定工程质量奖罚条件，且将该项目实施的管理人员（工长、专业责任工程师）的奖罚与小组挂钩，切实严把质量关。⑧派驻质量检查员，负责工地质量监督与整改工作，对拒不执行整改的工地有权做出停工通知并上报项目经理。⑨施工现场管理人员及作业人员虚心接受建设单位和工程监理单位、质检部门的监督，认真听取意见，以务实的精神确保工程质量的可靠性。25
第八节工期保证措施本工程工程量大，应在保证质量和安全的基础上，确保施工进度。施工中以总进度网络为依据，按照不同的施工阶段、不同的专业工程将工程的施工进度分解为不同的进度分目标，同时配以各项管理、技术措施为保证手段，进行施工全过程的工期动态控制。1、工期目标建设单位的工期目标即为我公司的工期目标。2、施工进度计划的动态控制(一)施工进度控制的方法1、按照施工阶段分解，突出控制节点。在不同施工阶段确定重点控制对象，制定施工细则，达到保证控制节点的实现。2、按照施工班组分解，明确分部目标。以总进度网络为依据，明确各个班组的分包目标，通过合同责任书落实分包责任，以分头实现各自的分部目标来确保总工期目标的实现。3、按照专业工种分解，确定交接时间。在不同专业和不同工种的任务之间，进行综合平衡。并强调相互间的衔接配合，确定相互交接的日期，强化工期的严肃性，保证工程进度不在本工序中造成延误。通过对各道工序完成的质量与时间的控制达到保证各分部工程进度的实现。4、按照总进度网络计划的时间要求，将施工总进度计划分解为每个施工单项的进度计划，确保各分目标的实现，从而保证总工期目标的实现。(二)、施工进度计划的动态控制施工进度计划的控制是一个循序渐进的动态控制过程，施工现场的条件和情况千变万化，项目经理部要及时了解和掌握与施工进度有关的各种信息，不断将实际进度与计划进度进行比较，一旦发现进度拖后，要及时分析原因，并系统分析对后续工作会产生的影响，在此基础上制定调整措施，以保证工程总工期目标的实现。3、确保工期的管理措施1、组建“项目经理部”25
，实行项目法施工，以施工过多个类似工程的管理人员进驻现场组织施工。经理部对本项目人、材、物按照项目法管理的要求实行统一组织、统一计划，统一管理，统一协调，并认真执行我公司根据ISO9001︰2000国际质量管理标准，制定并发布执行的《质量手册》，完善本项目的质量体系，充分发挥各职能部门、各岗位人员的作用，认真履行管理职责，确保本工程质量体系持续有效地运行。2、合理安排劳动力、组织材料和优化资金使用情况。确保总体工期目标的实现，同时优化资源配制。3、实行进度计划的有效动态管理控制，编制施工计划，适时调整，使计划更具有现实性。4、建立现场会、工程例会制度，每周召开一次现场会及工程例会，加强信息反馈，及时调整计划。5、保证施工质量，提高施工效率，做好成品保护措施，减少不必要的返工，加快施工进度。6、科学管理、合理组织、精心安排。对物资采购，技术措施编制、交底，施工安排，检查验收等系列工作做到有条不紊，合理有序。4、保证工期的技术措施在施工生产中影响进度的因素纷繁复杂，如设计变更、技术、机械、材料、人力、水电供应、气候、组织协调等等，要保证目标总工期的实现，就必须采取各种措施预防和克服上述影响进度的诸多因素，其中从技术措施入手是最直接有效的途径之一。5、保证资源配置1）、劳动力配置安排各工种的施工班组，进入现场分段施工，优化工人的技术等级，思想、身体素质及人员管理，保证总工期的实现。2）、材料配置根据总进度计划和施工计划，详细编制有关物资供应计划。在安装施工阶段投入足够数量的原物资材料，保证施工的延续性，从而加快施工进度，缩短工期。25
第九节安全施工保证措施1、组织机构我公司派驻现场的项目经理为安全生产第一责任人,全面负责现场的安全工作。现场将由专职安全员负责现场的日常安全、培训、教育和检查工作。为防止现场可能发生的安全事故,我公司将在项目经理部建立以项目经理负责各专业工长组成的安全工作组织机构:通过他们正常的运作,以保证现场始终处于安全状态。现场安全工作小组将时刻与业主或业主方指定的安全总监保持密切联系,必要时将根据业主方或业主指定的安全总监的要求对现场工作予以改进。2、安全教育进入施工现场从事施工工作的员工,均为已参加培训取得各行业主管部门颁发的上岗资格证书的专业人员。在进入施工现场后,我们将对其进行针对本工程的“三级”安全教育,分别是项目经理部教育、施工队教育、施工班组教育。每周施工班组组织一次安全生产学习,每月施工队组织一次安全生产教育,每月项目经理部组织一次安全生产评比。通过各种学习和教育,努力提高全员安全意识,预防安全事故的发生。3、安全制度项目经理部将建立和完善必要的安全管理制度,以保证现场的安全管理工作有章可循,使安全管理和控制工作纳入规范化管理范畴。在此按二个方面予以叙述:(1)安全警示制度项目经理部将在现场施工地点安装“安全标识牌”以便使每个员工重视安全工作。任何有关规定、指示、提示将置于安全标示牌或提示牌上。在本公司施工范围内对可能造成操作人员或他人伤害的施工机械、施工工艺、施工地点等处悬挂安全警示牌、安全指示灯和其它安全保护装置。(2)安全管理制度为保证施工现场操作者本人或他人的安全,对进入施工现场的所有人员强制其执行本制度。所有人员(包括参观者)进入现场应穿戴紧束,所穿衣服应遮住全身或由公司发放统一工作制服。进入施工现场所有人员(包括参观者)应戴安全帽,女性应头戴压发安全帽,且配戴方式符合安全规定要求。25
所有进入施工现场的施工人员应根据工作环境需要穿经过批准的劳保用鞋。进入施工现场的参观者应穿防滑平底鞋。所有从事磨碎、切割、钻探的人员均应戴上护目镜。焊工焊接和清洗焊缝时应戴面罩或安全眼镜。在处理可能烧伤、划伤或擦伤手的物质或从事可能产生上述伤害的工作时,应戴指定的劳保手套。在处理金属、热物体、焊接等可能伤害到手的地方时应戴指定的劳保手套。在操作机械时严禁操作者戴手套作业.施工现场各专业临时用电由专业电工负责，严禁其他人员私自乱接、乱拉。无电工上岗证者，严禁从事电工作业。在河道或其它潮湿场合施工时，现场的电焊机、磨光机或其他电气设备应保护接零。雷雨季节，各用电设备应同时注意做好防雷接地工作。施工现场的电气设备和避雷装置利用自然接地体接地时，应校验自然接地体的热稳定性。每台用电设备设置专用开关箱，严格“一机一闸”用电制度。各开关箱内必须装设漏电保护器且漏电保护器应装设在配电箱电源隔离开关的负荷側和开关箱电源隔离开关的负荷側。所有配电箱的标识及管理严格按公司文件规定执行。配备消防灭火器材，防止火灾隐患，对易燃、易爆的物品（油漆、稀料、聚氨酯黑白料等）要单独存放。对易燃、易爆的压力容器（氧、乙炔气瓶）使用时要保证安全作业距离，放置稳当，避免碰撞。沟槽内施工时要注意沟壁土质情况，防止雨季施工时产生塌方事故；沟槽四周应用彩布或彩板进行防护围挡，设置施工警示牌，夜间设置警示灯。4、安全管理安全管理工作遵循“预防为主”的方针来开展工作。安全管理工作分以下三个方面来进行：(1)安全巡视项目安全组织机构内各责任人，在项目质安组长的领导下开展日常安全巡视工作。各责任人对各自区域内可能产生安全隐患的工作点要严加检查，对施工人员作好安全提示，对出现的安全违反行为随时查处、上报。(2)安全报告25
安全管理机构内各责任人，按规定填写每天的安全报告报项目质安组长。对当天的安全隐患巡视结果提出统计报表，对当天的生产活动提出分析因素，提出防范措施。在现场无重大安全事故的前提下，项目质安组长编写每月安全报告经项目经理审批后报业主或其指定代表和我公司安全科。或在双方约定的时间内以双方约定的方式进行申报。如果现场发生重大安全事故报告，同时按国家规定的申报程序向上级主管部门申报。(3)安全分析会我们将汇同业主方或其指定的代表召开每月的安全分析会，或在双方约定的时间内以约定的形式召开安全分析会，对当月的安全工作进行分析，对安全隐患提出整改完工时间，对以后的安全工作提出预防措施，对安全事故进行分析，对事故责任单位和个人提出处罚意见，对其他承包商的安全工作提出配合要求，对下月的安全工作提出新的指导意见。25
第十节文明施工保证措施在施工中贯彻文明施工的要求，推行现代化管理方法，科学组织施工，做好施工现场的各项管理工作。具体措施有：(1)贯彻文明施工的要求，推行现代管理方法，科学组织施工，做好施工现场的各项管理工作。(2)按照施工总平面布置图设置各项临时设施。堆放大宗材料、成品、半成品和机具设备，不得侵占场内道路及安全防护等设施。(3)施工现场设置明显的标牌，标明工程项目名称、建设单位、设计单位、施工单位、项目经理和施工现场总代表人的姓名、开、竣工日期、施工许可证批准文号等。施工单位负责施工现场标牌的保护工作。施工现场的主要管理要员在施工现场应当佩戴证明其身份的证卡。(4)施工现场的用电线路，用电设施的安装和使用必须符合安装规范和安全操作规程，严禁任意拉线接电。施工现场必须设有保证施工安全要求的夜间照明；危险潮湿场所的照明以及手持照明灯具，必须采用符合安全要求的电压。(5)保证施工现场道路畅通，保持场容场貌的整洁，随时清理建筑垃圾。(6)施工现场的各种安全设施和劳动保护器具，必须定期进行检查和维护，及时消除隐患，保证其安全有效。(7)职工生活设施，符合卫生，通风，照明等要求。职工的膳食，饮水供应待应当符合卫生要求。(8)做好施工现场安全保卫工作，采取必要的防盗措施，在现场周边设立围护设施。非施工人员不得擅自进入施工现场。(9)严格依照《中华从民共和国消防条例》的规定，在施工现场建立和执行防火管理制度，设置符合消防要求的消防设施，并保持完好的备用状态。在容易发生火灾的地区施工或者储存，使用易燃易爆器材时，施工单位应当采取特殊的消防安全措施。(10)遵守国家有关环境保护的法律规定，采取措施控制施工现场的各种粉尘、废气、废水、固体废弃物以及噪声，振动对环境的污染和危害。(11)搞好公共关系的协调工作。为最大限度地减少施工对周围环境的影响，我公司由专人负责公共关系的协调工程，随时听取有关方面对我施工的意见和建议，并在可能的情况下加以改正，满足有关部门的要求，使工程能顺利进行。25
第十一节环境保护保证措施1、一般要求（1）工程施工中，严格遵守国家环境保护部门及公司的有关环保规定。（2）工程施工必须做到兼顾生态保护和环境保护的原则，做到工程施工、生态保护、环境保护同步协调，避免出现施工后再治理、再补救、破坏生态环境现象。（3）工程施工中生产、生活设施应符合环保要求。（4）施工过程中尽可能减小对路面及绿地的破坏，自觉保护环境。（5）土建施工过程中要采取洒水、覆盖等措施避免尘土四起污染空气。（6）运送砂石料、土方等要杜绝沿途漏撒、扬尘现象。（7）回填时避免砂浆污染地面。（8）混凝土施工使用震捣机械时要注意噪声污染。（9）管材、钢构件刷漆、防腐时，要做好通风，采取措施避免污染地面。（10）搬运钢管等材料时要避免发生强大响声，造成噪音危害。（11）现场使用磨光机、铁锤处理钢件时，应尽可能避免夜间操作。（12）夜间施工超过22点时，应自动停止，如需施工应办理有关夜间施工手续，尽量做到不扰民。（13）焊口拍片、探伤时要严格执行操作规范，做好个人防护，并避免对行人或居民造成危害。2、废料废方的处理（1）场地清理的垃圾废料应集中处理，不得随意掩埋或抛洒。（2）土建工程的产生的余土，不得随意倾倒，应充分进行整治利用，变废为宝，植绿造绿；（3）现场焊接焊条渣、钢件、下脚料、保温材料、废弃物等要分类存放，并要集中处理，不得随意丢弃。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%Mz849G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