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'目录第一章概述3第二章施工组织机构7第三章施工平面布置及临时设施方案10第四章施工总体方案、部署11第五章安全、质量、创优和工期总体目标14第六章主要施工方法及措施说明15第七章特殊过程和关键工序的确认及其施工方法、控制措施24第八章冬、雨、夜及特殊气候施工措施42第九章工程过渡施工方案44第十章劳动力、主要材料、机具供应方案45第十一章施工中采用"四新技术"安排及保证措施46第十二章质量目标及质量保证措施46第十三章创优目标及创优保证措施52第十四章安全目标及安全保证措施54第十五章工期目标及工期保证措施57第十六章成本目标及成本控制措施61第十七章文明施工及环境、文物保护措施63第十八章其他66
概述1.1编制依据及原则1.1.1编制依据根据某火车站工程承包合同、室外给排水设计文件、有关施工规范、标准和集团公司施工技术管理办法,并结合公司施工能力、现有机械装备、技术实力、类似工程实践积累的施工经验,进行全面、系统的分析和讨论,并进行细化、详实,制定本施工组织设计。本工程采用的设计施工图及图集图号图纸名称名称胶新施修水-21-1某火车站给排水总平面图胶新施水-21-2某火车站管井设计图胶新施水-21-3某火车站污水处理站胶新施水-03机械格栅胶新施水-22潜水泵叁水7106污水泵站叁水7115平流隔油沉淀池叁水7112锅炉排污降温池叁水(90)7005渗水井叁水1023消毒设备叁水5018洒水栓及室GB-S416给水管穿越铁路S461钢筋砼防护涵管S145水表及井室88S162消火栓及井室S143阀门井S231排水检查井92S214钢筋砼化粪池
S234跌水井95S223排水出口本工程所采用的施工规范及标准:铁路给排水施工规范TBJ209—96铁路给排水工程质量评定标准TB10422—98给排水管道工程施工及验收规范GB50268—2002混凝土结构工程施工及验收规范GB50204—2002砌体工程施工及验收规范GB50203—2002机械使用安全技术规程JGJ33—2001机械设备安装工程施工及验收通用规范GB50231—981.1.2编制原则尊重合同文件各项条款,认真贯彻业主、监理及授权人或代表要求。严格遵守设计文件要求、施工规范、标准进行施工,坚持技术先进、科学合理与实事求是相结合。对施工过程坚持全员、全方位、全过程严密监控、合理有序、科学管理的原则。贯彻“质量为本,体系保证,管理科学,顾客至上”的集团公司质量方针,交付优质工程。1.2工程概况1.2.1施工项目特点某火车站室外给排水工程由济铁建设项目管理中心建设,上海铁道学院建设监理公司监理,济铁工程集团建筑工程有限责任公司施工。工程计划2003年1月20日开工,2003年8月30日完工,总工期8个月。某火车站室外给排水工程,位于胶新线路区间(K117+850~QJK120+440)某火车站铁路站场内。全站既有用水量592m3/d,新增生产、生活用水量158m3/d,新建φ300*85m供水管井与既有管井互为备用,更换既有管井深井泵,设次氯酸钠消毒设消毒,利用既有200m3水塔调配,供全站用水。新铺给水管道采用PE管,更换站区部分既有管道采用UPVC管道,以满足配水需要。部分房屋用水就近从既有给水管路接入,给水管道调车场布置为环状管网,其余为枝状供水,过线路部分采用φ1500钢筋砼涵管防护。新建排水管路DN200及以上采用钢筋砼排水管,过线路的采用给水铸铁管,压力排水管采用PE管。充分利用既有排水管,更换部分既有管道以满足高程和埋深要求。站区污水为生产、生活污水,既有污水量296m3/d,新增污水量66m3/d。机务折返段新增含油废水和既有含油废水经平流隔油沈淀池处理,含酸废水采用酸碱中和池处理,锅炉排污采用锅炉排污降温井处理、生活污水经化粪池予处理,全站污水汇合至新建污水处理站进行活性污泥法处理后,达到《污水综合排放标准》中一级排放标准后排放到附近沟渠内。本工程是在既有设施基础上扩建,既有给排水管道拆换量大、新旧管连接处多;部分工程过线路或在线路间施工,行车干扰大、各专业配合密切、不安全因素多。主要工程数量及年季计划完成数量表见附表1。1.2.2地理位置、自然和环境特点某火车站处于苏鲁冲积平原区,主要含水层为第四系含水岩组,土质为沙粘土,地下水位较浅。春寒多风、夏热多雨、秋凉气爽、冬季寒冷。冬季为11月中旬至次年3月下旬,1月最冷,最大冻土深度0.40mm。夏季自5月下旬至9月上旬,7月最热。主要降雨时间为6月至9月,以7月最多。1.2.3当地资源情况
郊区公路通至站内,交通运输方便。某市当地砂、石等建筑材料质量、供应均满足要求。某火车站内有既有给水管路,站内有配电室供电。施工组织机构根据本工程实际情况和特点,实行项目法组织施工,即以项目经理为主的项目班子直接负责施工生产管理,负责落实工期、成本、质量、安全、文明施工等各项责任指标。主要施工管理人员均为公司优秀管理人员和业务骨干。项目部实行标准化管理,下设施工技术室、安全质量室、物资设备室、财务室、综合办公室等职能部门,并成立水暖承包班组。项目经理由具有综合施工经验的同志担任,技术主管及各专业技术员负责施工技术、试验、资料、成本及概预算等工作,项目副经理及各专业人员负责工程施工、工期、安全、和文明施工。项目部主要管理人员如下:序号姓名职务职称1项目经理助理工程师2项目副经理助理工程师3技术主管助理工程师4电力专业技术员助理工程师5给排水专业技术员助理工程师6给排水专业技术员助理工程师6土建专业技术员助理工程师7土建专业技术员技术员8资料员技术员9试验员技术员10质检员助理工程师11安全员领工员12材料员材料员13会计员会计建筑工程有限责任公司成立以公司副经理为组长的工程领导小组,从各个方面为项目部提供可靠的保障和有力的支持,并积极协调、监督、指导施工,确保优质、高效的完成本工程的建设。
公司领导小组成员如下:序号姓名职务职称1公司副目经理高级工程师2施工质量科长高级工程师3安全保卫科长工程师4物资设备科长工程师5施工质量副科长工程师6土建主管工程师工程师6电力主管工程师工程师7给排水主管工程师工程师集团公司设工程指挥部进行指导和监控.施工组织机构框图见附图1施工平面布置及临时设施方案3.1施工平面布置根据室外给排水点多、线长、面广特点,依据工作量集中程度和现场条件设两处工料存放点及加工区,形成封闭式场地。材料、器具根据施工安排分别有计划存放,砂及石子料场、制作加工区域地面进行素土夯实,8cm厚砼面硬化处理。管材、施工器具等设棚类设施予以防护。水泥设专门仓库存放。施工平面布置图见附图1。3.2临时设施方案3.2.1办公及生活设施布置租用站区既有房屋作为办公室、宿舍等生活设施,不足部分设施采用彩钢保温板房。整个办公、生活生活区封闭,设门卫,院内铺设路面。3.2.2施工道路布置主干道利用站区既有道路。施工现场内需设道路的,素土夯实、铺设碎石路面。3.2.3施工用水、用电驻地生活、消防用水利用办公房屋既有给水,施工用水利用既有给水管路就近开口接至施工现场。施工用电有条件的就近接到临的时标准配电箱,一机一闸一漏一保护。电缆穿越道路处穿钢套管防护。无接电条件的配置发电机发电。施工总体方案、部署4.1施工组织安排的总体思路
本着合理、有序地组织、强化现场管理的思路安排施工。从施工准备、施工任务及阶段划分、施工顺序及流程、重点及控制项目开竣工时间安排、施工队伍安排及分工出发,详细部署。4.2施工准备4.2.1技术准备接到施工图纸后,立即组织有关技术人员进行图纸汇审,并对照图纸勘察施工现场,及时发现并解决图纸中的问题。根据施工图纸和现场勘察报告编制施工组织设计,经审批准后及时下发项目部。技术人员依据施工组织设计和有关规范、规程及时向施工作业班组人员及分包队伍进行细致、具体的各分部、分项工程的施工技术交底;提出各种加工单,用料计划,确定进场开工时间。4.2.2现场准备设置测量控制基准点和水准点,对工程进行严格的定位放线,并妥善保护。核实既有排水管路标高,既有给水管路管径、走向。调查现场情况,对铁路站场及施工范围进行全面详细的勘察,了解清楚各种可能影响施工的管线分布及所属单位,在开工前与有关单位签订安全施工配合协议,采取有效措施进行防护,避免施工时损伤既有管线,影响铁路线路正常运行和施工质量。4.2.3物资准备进货前根据所需材料、设备的型号考察确定进货厂家和供货渠道,保证开工后材料供应及时。严格根据用料计划中的型号和数量购置各种材料及设备。购料渠道必须通过正规生产厂家和部门,所购材料、设备要符合图纸和国家有关要求,附有齐全的出厂合格证、实验证明、说明书等资料,并经专业主管工程师、监理工程师检验认可后方可进场使用。4.3施工总体部署4.3.1施工任务划分为加强管理,便于合理、有序的施工根据某火车站室外给排水平面布置图以及区域工程量的大小和施工条件,将其相对集中的工程量划分为四个施工区:A、过轨涵管顶进及预埋施工区;B、徐州方向线路左侧施工区;C、编组场北侧施工区;D、线路间施工区。E、污水处理场施工区。4.3.2施工顺序根琚现场情况,2003年2月28日开工后,A施工区段先进行施工,B区水源井同时进行施工,根据房屋进展情况B、D区段部分管道施工。A区施工完毕后,施工B、C区段,同时根据线路铺设情况,间插安排施工D区段。B、C、D区段大部分完成后,集中力量进行E区段污水处理场构筑物及管路施工。4.3.3工期及进度安排本工程严格按合同要求兑现工期。整个工程2003年1月20日开工,2003年8月31日竣工。其中,过轨涵管顶进计划2003年2月20日开工,3月31日完工。水源井2003年3月20日施工,4月20日完工。污水处理设备安装2003年7月20日施工,8月15日完工,8月28日调试完毕。4.3.4施工队伍安排施工劳动力安排的原则是建筑工程有限责任公司成立水暖承包班组,成员均为公司操作技能熟练的水暖工,约35-40人,并配备给排水专业技术员。另外,根据工程施工各阶段的需要,再适当组织信誉好、素质高、专业技术强的联营队伍,以确保充足的施工劳力,使整个工程保质保量按期完成。
安全、质量、创优和工期总体目标5.1某火车站室外给排水安全目标杜绝责任行车“五防”一般及以上事故;杜绝责任员工、路外“五防”轻伤及以上事故;杜绝责任火灾、爆炸一般及以上事故;杜绝责任机械设备及交通一般及以上事故。确保创建安全标准工地达标;实现安全年。5.2某火车站室外给排水质量目标分部工程质量合格率100%,优良率90%以上。5.3某火车站室外给排水创优目标确保某火车站室外给排水创优良工程目标,配合胶新线创部级优质工程。5.4某火车站室外给排水工期目标整个工程计划2003年1月20日开工,8月30日竣工。主要施工方法及措施说明6.1管道安装施工方法及措施6.1.1管沟挖填及基础沟槽开挖时沟底宽度按管外径加600mm,沟深小于1.2m时可不放坡开挖,沟深大于1.2m可按下表放坡:土壤名称边坡坡度(垂直:水平)沟顶无荷载沟顶有动载沟顶无动载砂1:1.001:1.501:1.25粘沙土1:0.671:1.001:0.75砂粘土1:0.331:0.751:0.50沟槽较深时,必要时必要时可挖设台阶。如遇流砂、地下水时可采用挡土板支撑。管沟内有积水或地下水时,必须采取降水措施(基坑排水或轻型井点降水),不得使沟底积水。沟槽开挖的弃土不得高于1.5m,坡脚距沟边不得小于0.80m。管沟开挖应挖至设计高程以上3-6cm,再按标高和坡度进行清沟。如超挖时应用与地基相同的土壤填补,并夯实到原土密度,或用砂填补夯实。基底岩石或卵石时,应铺设10cm砂垫层。给水管道安装时,管道可铺设在原土上,但不得铺在石快、砖垫或其他垫块上。如遇局部沟底松软,或当沟内有地下水,又无条件排尽时应做砂、碎石基础。重力排水管道做1200砼管基础。管道安装完毕后应立即回填管道两侧及管顶0.5m范围内的回填土,要求从管道两侧同时填入并分层捣实,但必须留出接口部分,以便养护及检查。其余部分应在管道闭水试验(排水管道)或试压检验(压力管道)合格后分层夯实,允许自行沉降地段可松填。6.1.2管道铺设的一般规定铺管前,先检查沟底高程和基础质量,符合要求后方可铺管;管道铺设前,应进行外观检查,不合格者不得铺设。根据管材长度,确定管段工作坑位置,做好工作坑;
承插管的承口应向来水方向,坡度地段应向上坡;铺管暂时停止时,管端敞口应临时堵塞;沿曲线铺设时,每个接口允许有不大于1.50转角。下管时,如果重量不大或沟深不超过1.5m可采用人工下管,若管子过重或沟深超过1.5m可采用绳索下管方法。6.1.3UPVC管道施工方法及措施UPVC管材具有重量轻、耐腐蚀、抗老化、水流阻力小、安装方便、提高工效、降低劳动强度等优点。本工程更换部分给水管道采用UPVC管,胶圈连接。UPVC管道安装所需工具作业项目工具种类锯管及坡口细齿锯、万能尺、量尺清理工作面棉纱、丙酮、清洗剂涂润滑油毛刷、润滑剂连接手动葫芦、绳、毛刷、粘接剂安装检查塞尺6.1.3.1UPVC管(橡胶圈)连接操作规程:(1)、检查管材、管件及橡胶圈质量,清理干净承口,插口及橡胶圈不能有土或其他杂物。将橡胶圈正确安装在承口沟槽内,不能装反或扭曲。(2)、管材在施工中被切断时,须在插口端另行倒角,并应划出插入长度标线,然后在进行连接。用毛刷将润滑剂均匀的涂在装嵌在承口橡胶圈和管插口端外表面上,但不能将润滑剂涂在承口的橡胶圈沟槽内。管道的插口对准承口,保持插入的管段平直,用手扳葫芦将管一次插入到标线。用塞尺顺承插口间隙插入,沿管圈圆周检查橡胶圈的安装是否正常。6.1.3.2UPVC管道系统水压试验管道在安装完毕后的强度试压必须在管沟回填至管顶以上大于0.5M后,至少48小时后才能进行。UPVC管道的水压试验程序:缓慢地向管道中注水,同时排除管道内空气,管道充满水后无压情况下至少保持浸泡12小时。进行管道严密性试验,将管内水压加到试验压力0.35Mpa,并保持试验压力2小时,检查各部位是否有渗楼或其他不正常现象,为保持压力可以向管内补充水量。严密性试验合格进行强度试验,管内试验压力不得超过设计压力的1.5倍(本工程水压试验按0.6Mpa进行),最低不小于0.5Mpa,10分钟内压力降不应超过0.05Mpa,即水压试验合格。管道试压合格后,管沟大面积回填,应管道内充满水的情况下进行。6.1.4PE管施工方法及措施PE管是一种卫生、无毒的绿色管材。具有保温性好、柔韧性好,抗震、强度高,内外壁光滑、沿程阻力小,耐腐蚀、使用寿命长等特点。PE管道安装所需工具作业项目工具种类锯管细齿锯、切割机、量尺清理工作面棉纱、清洗剂
热熔连接热熔焊机、绳安装检查量尺6.1.4.1PE管(对接热熔)操作规程:(1)接通专用热熔对焊机的电源,达到设定工作温度后,方可操作。热熔对接温度为210℃。(2)管道的切割要使用专用的切割机,使用钢锯时,切割后的断面要去除毛边和毛刺;管道的截断面必须垂直于管轴线。(3)溶接时,管材和管件的连接端面必须清洁、干燥、无油。(4)连接时,无旋转地把管端导入热熔对焊机加热套内,待管端熔化后,迅速将其贴和,保持一定压力,经冷却后达到熔接目的。熔接弯头或三通时,按设计图纸要求,应注意其方向,在管件和管材的直线方向上,用辅助标志,明确其位置。6.1.4.2PE管道系统水压试验管道在安装完毕后的强度试压必须在管沟回填至管顶以上大于0.5M后,至少48小时后才能进行。PE管道的水压试验程序:缓慢地向管道中注水,同时排除管道内空气,管道充满水后无压情况下至少保持浸泡12小时。进行管道严密性试验,将管内水压加到试验压力0.4Mpa,并保持试验压力1小时,压力降不超过0.06Mpa,检查各部位是否有渗楼或其他不正常现象,为保持压力可以向管内补充水量。严密性试验合格进行强度试验,管内试验压力按设计工作压力的1.5倍(本工程水压试验按0.6Mpa进行),升至试验压力0.6Mpa状态下,稳压2h,压力降不超过0.03Mpa。试验过程中,各连接处不得有渗漏现象。管道试压合格后,管沟大面积回填,应管道内充满水的情况下进行。6.1.5重力排水管路施工方法及措施本工程中过铁路重力排水采用铸铁给水管,其余采用钢筋砼排水管。6.1.5.1给水铸铁管连接操作规程(1)检查承口内部和插口外部,清理毛刺等杂物。(2)将管道平稳地下到沟底,将插头一端插入承口,调平。(3)管道采用铅接口,先于承口内2/3深度内填塞麻辫,打实麻的深度应是承口的1/3,再用溶铅一次灌满并捣实。6.1.4.2钢筋砼排水管连接操作规程(1)检查管材,有裂纹、缺口、保护层脱落尺寸大于管径1/3者不得使用。(2)将管道平稳地下到沟底,将插头一端插入承口,调平。(3)管道采用水泥沙浆接口,先用油麻辫填塞管口深度的1/3,再用1:2水泥沙浆填塞接口。6.1.4.3管道闭水试验管道闭水试验前,管内应灌水浸润不小于1天。在无地下水或地下水位高出管顶小于2m时,试验水位不低于试验管段上游检查井的井盖,测出实际漏水量。漏水量的试验时间,不小于30分钟。管道漏水量不得大于以下要求:DN200管径-20m3/d(每公里)、DN300管径-28m3/d(每公里)。6.2水处理构筑物及设备施工方法及措施6.2.1施工工艺流程(1)构筑物:测量、放线→土方开挖→砼垫层→钢筋绑轧→砼浇筑→土方回填(2)设备安装:放线、定位→设备基础→设备就位→找平、找正固定→管道连接→试运行
6.2.2构筑物施工方法定位放线完毕后,本工程构筑物基坑开挖应根据规范要求放坡,雨季施工时基坑开挖必须采取防止坑外雨水流入基坑措施,坑内雨水及时排出。如基坑开挖至地下水位以下时,在基坑四周设排水明沟和集水井。明沟底比基底低0.3m,并做成一定的排水坡度,集水井底比排水井底低0.5m,地下水经排水沟汇集于集水井内,用污水泵排出坑外,挖到设A4{计标高时,不得超挖、扰动。并及时组织验槽和下一步工序施工,做好基础垫层。施工现场设钢筋加工棚,钢筋进场后要严格按照国家有关规范及标准进行检验,合格后方可进行加工使用。盘圆钢筋采用冷拉调直,钢筋采用绑轧搭接,钢筋接头位置应严格按照设计要求,在设计无要求的情况下,须满足国家规范要求。为保证钢筋位置准确,均预先弹线,必要时采用焊接方法固定钢筋。钢筋砼底板、池壁、梁、板钢筋保护层控制采用水泥砂浆垫块。支模时要注意预留洞、预埋件的坐标及数量,并经专业技术人员核实无误后才可支模。支撑加固采用钢管脚手架,拆模时间按同期养护试块强度确定,并取得监理同意,凭技术负责人签发的拆模通知书施工,不得随意决定。砼采用现场搅拌,因此要严格控制原材料质量,准确执行施工配合比,严格计量。在浇筑砼前,应对标高和轴线进行复核,核实无误后方可浇筑。砼浇筑顺序与施工缝留置必须符合有关规范要求,施工缝并做好凿毛处理,并清理冲洗干净。砼浇筑前做好隐蔽验收记录,经监理工程师签字认可后方可施工,并按规定留好试块。砼浇筑应保证连续施工,不能形成冷缝。振捣密实,严防漏振、过振、跑模等现象,砼浇筑完后,根据气温情况及时进行养护。在已浇筑的砼强度未达到1.2N/mm2以前,不得在其上踩踏或安装模板及支架。水处理构筑物建成后应进行注水试验,分三次注水,每次注水量为全容量的1/3,间隔时间不少于3小时。注水满槽后经过24小时,观察池体,如无渗漏,即为合格。6.2.3水处理设备施工方法安装设备前应检查设备型号是否与设计相符,并依据说明书对其组装及设备情况进行检查,并做好记录。按照设计标高及设备本体资料中有关基础要求放线、定位,做好基础。待基础强度符合要求后,设备一次吊装到位。6.2.4水处理工程试运转水处理工程竣工后,必须进行调试、各项指标及技术条件均应达到设计要求。试运行时会同监理、设计、使用单位共同参与调试,待设备达到设计要求或最佳状态后,各方签字,写出调试报告,并出具监测部门的合格监测报告。特殊过程和关键工序的确认及其施工方法、控制措施7.1特殊过程和关键工序的确认在某火车站给排水工程各单位工程中,水源井的施工质量不易控制、施工质量的好坏直接影响到出水量和供水质量,在本工程中为关键工序;过轨涵管顶进及管道埋设质量要求高、与线路、行车关系密切,安全要求高,确定为关键工序。7.1水源井的施工方法及控制措施7.1.1水源井设计情况某火车站供水管井按勘测生产井设计,井位在JK119+31.5左127.5m。原水经消毒设备加氯消毒,即达到使用标准,由潜水深井电泵直接注入给水管网。供水管井井顶绝对标高为28.40m,井底标高为-56.60m,井深为85m。从井顶至井底
地质分层如下:粘土(厚17.10m)—中砂(厚2.50m)—粘土(厚9.30m)—粗砂、粗砂砾石(厚4.70m)—粘土(厚6.20m)—中砂(厚14.70m)—粘土(厚5.50m)—中砂(厚7.40m)—粘土(厚17.7m)。采用铸铁井壁管、滤水管、沉淀管,直径φ300mm,滤水管采用玻璃纤维增强塑料丝缠丝。井壁管长度58.2m。滤水管长度26.8m,滤水区间在管井相对标高-28.8mm至-33.5m、-39.7m至-54.4m、-59.9m-67.3m。填砾从井底-85.0m至-23.8m,填粘土球区间为-23.8m~-13.8m,填粘土区间为-23.8m~0.00m。管井设计静水位为-5.1m、动水位-13.60m。7.1.2水源井施工方法7.1.2.1钻井前准备工作1.管井施工分包给具有管井施工资质证专业队伍施工。钻井机及其他设备按协定施工单位实际设备情况而定。井架大钩考虑最大荷载Q=Q`×1.5(系数)=7595Kg×1.5=11392Kg,其中Q`=井壁自重=85m×87Kg/m=7595Kg2.安装钻机之前,首先了解钻台基础下有无上水管、电缆和其他有碍钻进的构筑物,并注意钻机上空有无高压线等,井架过高要设避雷设施。3.钻机的基础应软硬均匀,须垫平夯实,设计井的位置土层细砂、粉砂或流砂、淤泥下地层软硬不均,容易使井基下沉,应在安装钻机基础下横铺方木、长杉杆等,来分布荷载,防止钻机不均匀下沉。4.管所用的井壁管、滤水管和填入的砾石等应在开工前准备好,以便开孔完成后立即安装。井壁管、滤水管采用成品外购井管,订货时提供井壁管、滤水管加工单,注明加工长度和缠丝要求。井管运输、保存、安装时严禁碰撞、摩擦,注意保护。安装前进行检查,确认是否符合要求。7.1.2.2井孔开凿凿孔孔径为φ600mm,泥浆护壁钻进。采用转盘式钻进时,开钻后旋转速度应逐渐加快,且在井深15m以内不得加压。转盘启动前,需将钻头提离井底,启动后逐渐放下钻头。钻进旋转速度,较软地层宜用高速,普通地层宜用中速,较硬地层宜用低速。采用冲击钻进时,及时清理井内岩屑,在坚硬地层每钻进0.35m,松软地层每钻进0.5m,必须清孔一次。孔内泥浆必须经常保持充满,停钻期间及井孔钻完未安装井管前,每隔4小时必须将井内泥浆搅拌一次,并补灌漏失的泥浆。钻孔完毕,检验井孔深度和终孔直径,井孔的误差,不得超过±25cm。7.1.2.3泥浆的组成和要求1.为了优质快速地钻进,对泥浆组成和要求十分重要。不同的岩层最好采用不同的泥浆,易钻进、防井塌。(如易塌地层可用钙处理泥浆)2.用能有效携带岩屑、清理井底的泥浆。3.泥浆可从以下性能测定:比重、粘度、含砂率、失水率、静切力对泥浆进行测定。比重:一般地层为1.1~1.2,高压自流水和易塌陷地层根据具体情况适当加大泥浆比重;粘度:砾石、粗、中砂为18~22s,细砂层为16~18s;含砂率:转盘式钻进不应大于12%,冲击式钻进不应大于8%。7.1.2.4岩层取样岩层取样方法有多种:一般有冲击式选用取样器取样和回转式钻进采取岩î样,现场采取何种方式根据协定施工单位设备而定。岩层取样要迅速、正确地完成取样工作,必须配置适宜的采样工具,该工具因施工方法,井结构和岩层性质而不同。因各岩层均有各自的特性,钻井取样时可根据:设计提供钻探岩层深度和实际不同特征岩层取样。井孔开钻后,采用的含水层每2~3m取样一个,变层时加取土样一个,其他地层每5m取样一个。所取土样应能准确反应原有地层特征,取样部位经实测后应详细记录。并绘制实际地质柱状图。当实际地层岩性及埋深与设计有出入时,及时汇报监理、设计单位有关人员,
确定调整方案再进行下一工序施工。自岩层取样中取水作水质分析:钻井中为及时迅速详细地了解各含水层的水质变化情况可在取土器采取的岩样中取水,进行分析,其步骤按下列进行,用取土器采取实样一公斤以上,装入瓶内,用腊封口,以免水蒸发。岩样取出100~150Kg,称其全重,然后用离心机将岩样中重力水全部分离出去。再称岩样的重量,即可的出岩样中的重力水数量,同时也算出全部岩样中的重力水数量。将全部岩样置于定量的纯水中,然后用滤纸进行过滤,使水尽量通过滤纸,称出全部水的质量,并和岩样中的重量相比,如此得出水的稀释倍数。将溶液进行水质分析,然后将分析的结果,逐项乘以稀释倍数后,即得出该含水层的水质资料。7.1.2.5管井安装本设计井管为铸铁管,井管直径φ300,采用成品井管。所购进井管采用管箍(或拉板)连接。在井管安装前在平地上,按照对井管进行预连接,检查连接后的井管是否直,预连接井管平直后,在各管段上编上安装顺序号,用钢锯划出对口位置标志。井管下管用厚16mm钢板制作长800mm两付钢夹板。下管前应先用试孔器试孔,检查井孔尺寸是否符合规定要求,井孔是否垂直、圆整。第一节井管底部用10mm厚钢板焊接封口,并安装找中器。下井管时用铁夹板将第一根井管卡紧,将钢丝绳套套在铁夹板的两侧,用软铁丝将钢丝绳套拢好,以防钢丝绳脱落,用动滑车将卡好铁夹板的井管吊起近垂直时,再用小锤轻击井管,听井管声音是否有刺哑的破裂声,观察井管中是否有杂物。将第一井管下入井孔,井管铁夹板即放在井口方木上,(注意铁夹板不要压着钢丝绳套),用二块小木板钉在下管用方木上,以固定方木距离。用同样方法吊起第二根井管,第二根管子与第一根管对准按装时做好标记,进行连接,当连接固牢后用动滑车把井管吊起,摘掉第一根管上铁夹板,再夹第三根管,照上述方法连续第三根管,直止将全部井管下入井孔为止。井管下至井底后,应检查井管的垂直度,特别是安装泵管部分,应保持垂直。滤水管安装位置的上下误差不得超过30cm。7.1.2.6井管外填砾与封闭本工程管井填φ2.0mm~φ2.5mm石砾,填入的砾石要用坚硬的纯石英砂或石灰岩做砾石,应坚硬无风化,并在干燥的状态下筛分两次,清水清净,不得含有碎石等杂物。砾石的余量应比计划数量多10%~20%。填粘土球区间为-23.8m~-13.8m,粘土球用优质粘土制成,含沙量要求在30%以下。粘土球直径为φ20mm~φ30mm,粘土球准备数量比计算数量要多30%。填粘土区间为-13.8m~0.00m,采用粘土封闭管井上部。填砾石的方法:填砾石时,徐徐分次投入,每次待其充分沉落后再继续投入。投入的砾石要计量,计算填入砾石的下沉时间。每填入一定数量的砾石,等其沉落一定时间,即用测锤测量填入的砾石是否达到计划位置,在孔底附近测量次数要多,每填2m测量一次。测量填砾用铁垂为一圆铁棍做成,而端头呈尖圆形,长0.5m,重量须超过所用测绳总重的一倍。测锤的重量一般为2~3Kg,测锤与绳连接要牢固。用测锤测量填砾位置时,将测绳缠于特制的小卷筒上,用手系着测绳放入井孔,凭感觉测出填砾的位置。填砾石应徐徐填入,不可一次填入过多,使砾石冲塞在井孔上部。填入过程中如发现有砾石充塞于(空架于)井孔上部现象。可用小抽筒在井管内抽拉数次,至砾石下入预定的位置为止。填入粘土球方法与填砾石方法相同。在填入粘土球之前先查清粘土球在泥浆中溶化时间,先取孔内泥浆进行溶化试验,根据试验结果,确定粘土球的适宜湿度,一般要求粘土球的溶化时间,等于粘土球下沉至预定位置所需时间加半小时。井口封闭采用粘土封闭,封闭前将粘土捣成碎片,再填入井孔至井口夯实。表面用混凝土封闭。7.1.2.7洗井为了清除井内泥浆,破坏井孔泥浆壁,抽出含水层中的泥土细砂及渗入含水层的泥浆,在井的过滤层周围形成良好的天然滤层,借以增大井孔周围的渗透性,使井达到正常的出水量。本工程采用活塞提拉和空压机交替洗井,至水清砂尽,含砂量小于1:20000时结束洗
井,进行抽水试验。活塞洗井:一般用松木或榆木制成为两个半圆的木块,用粗铁丝捆绑于冲击钻杆的可方上,外面钉以胶皮圈。该式活塞制作简易、使用方便,其外缘与井壁的间隙不能过小在10mm左右,否则容易与井管碰撞而发生事故。木活塞制作外径要求φ275mm,木活塞最好作成上下两片,中间加几道胶皮圈,顶面加一胶皮盖。木活塞中间钻几个小孔做排水孔,胶皮盖做排水孔的活门。该活塞优点是与井壁的间隙小,工作效率高。活塞洗井操作中应注意的问题:(1)活塞洗井时,井管外填砾随着泥浆的流失,井管外填砾将大量下降。因此含水层以上井孔部分的待补充填砾,必须有足够的数量不25215得空鼓,否则易造³成涌砂事故。(2)木活塞使用前,先将其在水中浸泡24小时,使木活塞完全膨胀以免使用时因活塞膨胀卡在井内。(3)活塞的提升速度按1.0米/秒。活塞井内停留时间不能过长,否则容易被沉淀的沙砾所淤住。不可强往上提否则容易卡住。应用细抽水管抽至沉砂,或用空压机吹出沉砂后,再缓缓提出活塞。(4)活塞洗井时间,应适当掌握。过长过短均产生不良后果,适宜的拉活塞时间如下表:含水层种类活塞洗井时间(台班)中、细、粉沙层3~4粗砂、砾石层4~5空压机洗井:活塞洗井破坏泥浆壁后,采用空压机洗井以清除井内泥浆和含水层中的细砂,使其形成过滤器外壁的天然滤层。空压机洗井直至水清沙尽为止。洗井时,将空气压缩管伸入井管中,空气管上端与空压机相连,并悬吊于井架,能升降。空压管伸入井管最深部为80m,将出水管伸入井管中。如此,压缩空气与水的混合冲力能有效的破坏泥浆壁,并夹带泥浆、砂粒通过出水管到井口外面。冲洗按自下而上分段冲洗。空压机选用:(1)空压机的压力确定:空压管在水中最深深度H=80.0m则P=H+△P=0.8+0.5=1.3(Mpa)空压机的压力应在1.3Mpa以上。(2)空气消耗量:V=K×h/23lg(H+10)/10=3.24×65/23lg(80+10)/10=9.60()K=2.17+0.0164h=2.17+0.0164×65=3.24公式中抽水时恒水位取h=65水流量按40/h,则每小时空气的消耗量:40×9.60=384/h则每秒空气耗量:0.1067/s即107升/秒折合为压缩空气量q压=107/12=8.92升/秒空气的速度按10m/秒空气的横断面:f=v/u=8.92/100=0.0892d空气管直径:d=√4f/3.14=√4×0.0892/3.14=0.34dm
即选用φ40mm管径。出水管选用:每秒空气和水的流量为Q=q0+q=0.107+40/3600=0.118/s出水流速按10m/s出水管面积为S=Q/10=0.118/10=0.0118则出水管直径d=2√0.0118/3.14=0.122m即出水管径为φ125mm7.1.2.8抽水试验当管井填砾、封井、洗井合格后要做抽水试验,抽水试验按下列要求进行:抽水前设一个固定标高准确测出管井内静水位和动水位,在水泵出水管上安装一个动力式电子传感流量仪测量出水量,并做记录。抽水试验最大出水量一般要求大于或等于设计出水量,故选用深井泵出水量在40m3/h以上;抽水试验的水位下降次数要求二次。最大一次下降按设计出水量较小一次下降按最大一次下降的70%,试验过程中要正确绘出出水量与水位下降值(Q—S)关系曲线图和单位出水量与水位下降(q—S)关系曲线,借以检查抽水试验是否正确,并计算出井的单位出水量和最大出水量。抽水试验需记录的资料:1.动水位:抽水试验开始时每5分钟测水位一次,15分钟以后,每15分钟测一次。水位观测精度误差不应超过±1cm,连续测定水位三次,每次间隔时间半小时,各次相差不超过±2cm,即水位已稳定。2.水量:抽水试验开始每5分钟观测一次出水量,15分钟以后,每15分钟测一次,在连续3小时内,出水量变化的差数,小于平均出水量5%时,即出水量已经稳定。3.水质:抽水试验过程中,取两个水样,作物理、化学和细菌分析。一个在第一次下降水位开始稳定时采取,另一个水样在最后一次下降稳定后两小时内采取,如两个水样的化验结果基本相同,则水位已经稳定。水源井施工完毕后不用时,应临时封闭,以免掉进杂物。7.2过线路管道的施工方法及控制措施7.2.1过线路管道概况某火车站室外给排水工程中给水管道穿既有行车线1处,穿新建线路5处,重力排水管道穿新建线路4处,压力排水穿既有行车线1处。给水和压力排水管道均设d1500钢筋砼防护涵管或DN200钢套管,重力排水管道采用给水铸铁管直埋穿越。具体见下表:序号过线路处位置穿越线路股数线路名称防护管类型、长度管道类别1K118+1348既有行车线6股:I-1、I-2、I-3、I-4、I-5、III-1,预留线2股D1500涵管45m给水2K119+7104既有行车线I-1、I-2股、J1、J3D1500涵管18m压力排水3K119+6051既有行车线I-8D1500涵管8m给水4QJK119+5901既有行车线III-17(Q1)D1500涵管9m给水
5QJK120+1542III-7既有行车线,II-8新建线DN200钢管12m给水6DSK1+3302新建线J9、II-2DN200钢管10m给水7右DK120+1541新建线II-1DN200钢管5m给水8右DK118+3947新建线II-1~II-7D1500涵管40m给水9右DK119+3565新建线D1500涵管20m给水10右DK119+3605新建线直埋、20m重力排水11QJK120+1542III-7既有行车线,II-8新建线直埋16m重力排水12DSK1+3302新建线J9、II-2直埋、16m重力排水13右DK120+1541新建线II-1直埋、6m重力排水根据本工程实际情况,过既有行车线管道的防护涵管和钢套管采用顶管法施工,过新建线管道的防护涵管和钢套管采用明挖法施工。过轨顶进要点施工时间依照行车部门安排确定。7.2.2过轨涵(套)管顶进施工方法及控制措施7.2.2.1钢筋砼涵管预制钢筋砼涵管按国标图集S461加工,也可委托混凝土预制构件厂按图加工。钢筋部分:钢筋砼涵管钢筋及搭接焊钢筋必须抽样送检合格后方可使用,钢筋制作应按图集尺寸加工,做到弯制尺寸及绑扎位置正确,绑扎牢固。模班板部分:采用整体钢模预制,模板表面必须光滑、支立牢固,模板缝应填塞严密。管节长度以1m为宜。砼:钢筋砼涵管两管节间采用平口做接头,管节砼质量应良好。上下口必须平行,以免管节连接后成为折线,致使管壁受力不均匀,引起管口破碎。管外壁尺寸要准确,表面光滑,以减少顶进阻力。预制时预留试件多出2组同条件养护,以提供确保拆模及顶进时间的控制。7.2.2.2工作坑的挖设工作坑的平面尺寸如下:宽度B=D1+2b+2c=1.7740+2×1.200+2×0.20=4.54(m)长度L=L1+L2+L3+L4+L5=1.00+1.00++1.00+0.40+1.20=4.60(m)深度H以工作坑位置处轨底下3.50m。工作坑上口靠线路路基边坡一侧距离不小于2.30m,工作坑放坡可按1:1放。7.2.2.3架设后背墙及导轨铺设后背墙承受着顶进中的全部阻力,要求具有足够的稳定性,应因地制宜设置。采用采用工作坑后墙土表面块石、方木、木板、顶铁等联合加固。挡墙两侧可采用枕木挡土。当无地下水时,导轨基础采用卵石、木筏平基,先铺一层卵石,卵石上用砂铺平,再铺设150×150×3000mm方木轨基,中距约300mm;当有地下水且土质不好时,采用C15砼、方木平基,在平基下作卵石盲沟通往集水井。
本项目采用普通钢轨作导轨,导轨顶面间距为A0=A+aA0=2√(D+2t)(h-c)-(h-c)2=2√(1.5+2×0.12)(0.176-0.01)-(0.176-0.01)2=1.03mA=1.023m+0.073m=1.096m导轨根据涵管顶进方向铺设,导轨必须顺直,导轨就位后,严格控制钢轨的高程、间距、中心线,并在稳定第一节涵管后测量负载后的变化,加以校正。7.2.2.4顶镐确定施工中必须有足够的顶力,才能克服涵管在顶进中产生的摩擦阻力。顶镐最大顶力可按下式计算(按顶进最大长度25m考虑):P=2πDLf=2×3.14×1740×25×5=Kn=140T本工程采用启动重量大、顶杆长度长的油压千斤顶。7.2.2.5线路加固本顶进工程采用扣轨线路加固,利用行车间隙做好准备工作,要封锁点施工。顶进时段内要慢行点,列车限速45km/h,并按规定设慢行标志,设专人防护。由集团公司指挥部协调线路专业公司进行线路加固及要点工作。7.2.2.6顶管施工操作步骤慢行条件下涵管及后靠背达到强度后,即可进行顶进。先把第一节有刃脚的涵管平稳吊至导轨上,用顶镐顶头伸出使管子进土。当顶头伸到极限然后退回,插入顶铁,再使顶镐头伸出,反复进行,直到管端与顶镐间放下另一根管子,再继续从头开始顶。为了减小顶管阻力,在管端先挖土后顶进,若土中无水可先挖下面,若土中有水要从上往下挖,管前150mm以外的土要边挖边找准周边,管前250mm以外的土可先挖成锥体。涵管出土可采用双轮手推车运土至工作坑,再将手推车运至堆土地点。7.2.2.7顶管的测量与校正涵管每顶进1m需测量高程及中线一次;首节管节及后续管节如发现偏差每顶进300mm需测量一次。用水平仪测量高程时,只测最前一节管子管底标高,中心线采用经纬仪测量。当发现偏差后要及时校正。当实际顶管坡度线偏低时,可用小顶镐顶起至坡度合格为止,再将管向前顶进100mm,使第一节管头落于硬土上或在管前以木料斜撑顶进使管头抬起;当实际顶管坡度线偏高时可在管下挖土,管上填土;当连续几节管子发生偏高偏低,则按剩下的管节长度平均分配调节。管节发生偏左偏右现象按上述方法参照调整。7.2.2.7涵管的连接涵管顶进时,先将其用内胀圈法临时连接,顶管完毕后拆除临时连接,采用麻辫石棉水泥接口进行密封连接。7.2.2.8钢套管的顶进顶进方法参照涵管顶进,顶进前对钢管进行防腐处理,顶进钢套管出土可采用洛阳铲掏土或者直接钢套管顶进端加顶头顶进。7.2.2.9过轨涵(套)管顶进的安全、质量控制措施挖基坑前,应先同有关铁路部门联系,确认有无地下电缆,并进行防护后,方可进行开挖。施工前必须到行车部门办理施工申请要点计划,经审批后再进行施工。堆放的材料设备和工具不得侵入基本限界,且放置稳固。在顶进过程中,每顶进一次或列车通过后,应对线路进行检修,如发现异状,立即采取措施处理。顶进挖土作业严禁掏洞取土或逆坡挖土,列车通过时严禁挖土,机械设备发生故障时不得挖土,顶进暂停时不得挖土。管内掏土应随顶随掏,随掏随运。挖土作业设专人防护,如发现异常必须立即通知施工人员撤离工作面,并根据情况对列车发出必要的防护信号。工作坑内内动力、照明应设保险装置,以备随时切断电源,坑内及管内照明电压采用36V安全电压。
7.2.3过新建线涵(套)管明挖施工方法此项工作宜在线路未铺设完前施工,特殊情况在线路未竣工前施工。根据设计位置预先放线,进行开挖。开挖前对已有道渣进行防护,以防被挖土污染。开挖基坑宽度按管外径加0.80m,边坡按路基填土性质确定。挖至要求标高后,做砼管基或砂基,具体做法参见标准图集。涵管下管可采用机械吊装下管,钢管、铸铁管可采用绳索下管法。管子铺设完毕后,经检查合格后进行回填工作,回填严格按原路基填土进行,采取局部人工、机械夯实,分层机械碾压,最大程度恢复原路基。冬、雨、夜及特殊气候施工措施8.1管理措施合理安排施工:本工程砼工程主要安排在5~6月施工,避开冬季施工。管沟开挖及回填工作尽量安排在雨季前施工。做好天气预报工作:由专人负责天气预报工作,及时掌握天气变化,遇有暴雨和大风等天气,应事先向有关领导汇报,并及时通知现场有关施工人员,采取必要的防护措施。尤其是需连续施工的工程。建立值班制度:设专人值班,负责处理冬雨夜施工有关事宜。提前做好人员、材料、物资等方面的准备,如遇特大洪水或连日暴雨,可立即投入抢险工作。提前做好人员、材料、物资等方面的准备:对雨具、蓬布、塑料布、水泵等常用器材必须做好储备。整修道路及料库:材料加工场地用C15砼浇筑,局部石屑硬化处理,保护环境卫生,加强现场文明。雨期到来之前,要对现场及料库进行一次整修,达到道路畅通,料库整洁、防漏。完善排水设施:施工现场要疏通好排水沟,应达到排水畅通无积水。特别是开挖好未回填的管沟要有排水设施加强设备管理:设备基础周围必须夯填坚实、平稳,不得积水。各种施工机械必须搭设防雨(防寒)棚。妥善保管各种施工材料:各种管材、水泥等应在仓库或敞棚中存放,地材应堆放在较高的地点,易被雨水冲失的材料要砌筑挡墙,钢材底部应垫高,露天堆放时间较长时应用防水材料覆盖。8.2主要分部分项工程雨夜期施工技术措施1.管沟:管沟开挖后应及时铺管、回填,避免下雨后雨水浸泡。冬季开挖后应采取沟底防冻措施,回填土不得使用冻土。管沟白天未填完时,夜间应设警示灯等防护设施。夜间施工时,应设照明设施。原则上不允许雨天施工。2.管道:冬季施工时,管道不得铺设在冻土上,安装时承口严禁带冰。管道水压试验宜在5OC以上进行,否则必须有防冻措施。工程过渡施工方案本工程中部分给水管道需拆换,同时不能影响既有站房供水。采用如下过渡方案:沿既有需拆换管道开挖,一并开挖出更换的新管道管沟,二者在同一管沟,间距250mm,满足安装操作需要,并对老管道采取临时保护措施。先铺设新管道,待铺设完毕水压试验合格后,再关闭既有管道系统,在需更换的管道两头开口,进行新旧管连接。开口前与水电段联系要点,
做好停水通知。连接完毕后通水使用,再拆除旧管道,最后大面积回填、平整。劳动力、主要材料、机具供应方案10.1劳动力组织劳力组织的原则是工程中需要的主要工种全部安排建筑工程有限责任公司有丰富施工经验的职工,考虑建筑公司60~80人,其中管理人员12人,水暖工30~40人,土建及其他20~30人;另外根据工程施工过程各阶段的需要,再适当组织信誉好、素质高的联营民工队伍,以确保充足的劳力,使整个工程保质保量按期完成。劳动力需求表见附表2。10.2主要材料供应方案1.进货前根据所需材料、设备的型号考察确定进货厂家和供货渠道,保证开工后材料供应及时;2.严格根据用料计划中的型号和数量购置各种材料及设备;3.购料渠道必须通过正规生产厂家和部门,所购材料、设备要符合图纸和国家有关要求,附有齐全的出厂合格证、试验证明、说明书等资料,并经专业主管工程师、监理工程师检验认可方可进场使用;主要材料数量及年季供应计划表见附表3.10.3机具设备供应方案土方工程考虑人工挖土为主配备1台挖掘机协助。钢筋、砼各区现场集中加工,自卸车或翻斗车运输;砼、砂浆搅拌设备按按房建专业布置的集中程度适当配制;PE管安装配备热熔对焊机,过轨顶进配备电动顶镐。主要施工机械设备及年季供应计划表见附表4。施工中采用"四新技术"安排及保证措施11.1施工中采用“四新技术”安排某火车站室外给排水工程中PE管安装工艺、SBR污水处理设备安排为“四新技术”应用项目。11.2施工中采用“四新技术”保证措施1.切实做好安装工艺、技术交底工作,落实施工方案及技术措施,确保“四新”技术应用。2.开展技术革新活动,对所采用的新技术、新工艺、新材料、新设备进行研究、学习、交流,组织有关人员进行培训。3.成立以公司总工程师为核心的专家组,及时解决“四新技术”施工中出现的疑难问题。4.项目部成立专门“四新技术“攻关小组,结合QC攻关,使”四新技术“应用围绕施工生产的重点和难点。5.项目部划出专项资金,对“四新技术”应用、人员组织、培训、技术攻关提供资金保证。质量目标及质量保证措施12.1工程质量目标本工程的质量指标均要达到设计文件的技术要求和铁道部施工规范与验收标准的要求,单位工程合格率为100%,整个给排水工程优良率达到90%以上。质量目标分解如下:
单位工程名称分部工程名称计划质量等级供水管井1井孔钻进合格2井壁管及沉淀管优良3滤水管优良4填充砾石、封井及回填优良5洗井及抽水试验优良机械设备安装1泵站机械安装优良2附属设备安装优良管道1管沟合格2管基合格3管道铺设优良4压力试验和漏水试验优良管道附属设备1管道附属设备优良水处理工程1基础合格2池体优良3设备制作及安装优良4防腐工程优良5试运转及调试优良共5个单位工程,17个分部工程,57个分项工程。12.2质量保证措施12.2.1保证工程质量的组织措施为确保质量目标的实现,对本工程实行质量责任目标管理、质量终身负责制和实施全面质量管理,严格执行质量文件的规定,确保工程一次性验收优良。12.2.2强化质量教育,增强全员质量意识对全体工作人员定期进行质量教育,使之牢固树立“质量第一”的观念。利用现场质量标语、板报、上质量课、现场分析会、观摩会等多种宣传教育形式,不断强化质量意识,使大家认识到质量第一是企业发展的需要,从而牢固树立“质量第一、信誉第一、用户至上”的宗旨,调动每个职工的积极性和自觉性。12.2.3健全组织,建立质量管理体系健全组织制度,本着“谁主管,谁负责”的原则,行政主管亲自挂帅。项目经理部成立以项目经理为组长的质量领导小组,建立项目经理部的质量管理机构;各作业班组设质检员,形成自上而下的质量管理网络。明确各级质检人员,实现质量目标的任务、责任和权限(质量保证体系图见附图2,质量管理机构框图见附图3)。12.2.4落实各项制度,确保工程质量结合本工程实际,组织全体施工人员学习相关设计图纸、施工规范及监理规程,使全员明确标准,全方位有章可循,全过程措施到位,因此必须严格执行以下各项制度:(A)开(竣)工报告制度;(B)工程测量复核制度;(C)施工过程中的“三检”制度;(D)验收标准检验程序制度;(E)隐蔽工程检查签证制度;(F)质量责任挂牌制度;(G)质量评定奖罚制度;(H)质量定期检查制度;(I)验工计价质量签证制度;(J
)材料质量检验认定制度;(K)质量事故处理报告制度;(L)施工机具与人员进退场报验制度。12.2.5坚持样板工程引路,严格质量管理坚持样板引路并结合工程实际组织技术攻关,改善工艺,积极应用“四新”技术,努力消除质量通病,提高观感质量。施工中,做到事事有标准,事事依标准;规范施工,对标检查,按标奖罚,用标准规范作业行为。把好技术交底关,各分项工程均实行书面技术交底,做到按设计图纸、规范、规程和标准施工。把好材料验收关,严格控制原材料质量,各种原材料、成品、半成品必须有合格证、出厂证明书或检验合格报告单,并按规定进行抽样试验,否则不准进场使用。把好操作程序和工序交接关,严格按操作规程施工,工序交接检查要按标准进行并记录,上道工序不合格,下道工序不准施工。把好质量评定关,质量检查评定达不到标准的工程,坚持推倒重来,直到达标为止。12.2.6尊重监理,积极配合监督、检查严格执行监理程序,自觉接受建设单位、监理单位的监督检查,建立良好的质量控制及监督机制,随时配合监理工程师对隐蔽工程等施工项目进行检查确认,未达标项目不得进入下道工序,营造一个全过程、全员、全方位的质量管理氛围。12.2.7开展科技攻关活动,大力推广应用“四新技术”开展各种类型的“QC”小组进行技术攻关,狠抓薄弱环节,用科学的管理和先进的技术来保证工程质量,克服并消除质量通病,围绕施工生产的重点和难点展开攻关。12.2.8强化计量工作健全工地计量管理制度,坚持挂牌施工,把好计量关,凡需计量的工序必须配备符合精度要求的计量器具,并定期对其校验标识。12.2.9及时整理资料,完善档案管理做好施工技术资料建档工作。项目部、作业队设专人负责该项工作,及时搜集、整理原始施工技术资料,分类归档,数据真实准确,并作为分项、分部工程验评的主要内容,按规定要求做好竣工资料的编制和建档工作。12.2.10材料及设备的质量控制1.严格设备、材料等物资的采购、供应程序,由有关部门按程序要求对提供设备、材料的厂家或部门进行物资合格分供方评价。2.物资部门正确掌握施工进度及用料信息,搞好平衡调剂,编制物资采购计划,正确组织设备、材料进场。3.对各种材料及设备进场严格把关,凡进场的材料和设备必须质量证件齐全,并认真核实其有效性,项目部技术部门配合材料部门对需抽样检查的物资及时抽检,并向监理部门上报设备、材料进场报验单,由监理单位对物资进行验证,合格后方可使用。4.由项目部材料部门作好设备、材料使用发放档案,在物资验收、搬运、储存和发放、使用过程中要作好物资标识。做到物资使用的可追溯性。5.对自行加工的半成品,项目部按要求认真检查验收,并报监理工程师检查合格后方可使用。6.建立健全物资管理责任制,设专职仓库管理员,认真执行材料的验收、保管、发放、退料、回收等手续制度,材料必须按生产日期、规格、型号、批次分类堆放,做好标识,严禁混用。7.材料库周围要有可靠的排水措施,料场要平整、夯实、不积水,临时料库、料棚要符合防雨、防潮、防火、防冻、防燥、防晒、防损坏等措施与要求,材料按规定要求存放。创优目标及创优保证措施13.1创优目标确保某火车站室外给排水单位工程合格率为100%,优良率达到90%以上,创部优良
工程的目标,配合胶新线创部级优质工程。13.2创优保证措施1.详细制定创优规划和创优措施,成立以指挥部长为组长,各项目部经理和技术主管为组员的创优领导小组,建立工程创优包保责任制度,各项目部主要领导亲自抓工程创优工作,按时考核以保证创优措施的落实。2.结合本工程特点按《创优目标、规划》中的质量要求开展QC活动,项目经理部成立TQC小组,选择好QC攻关课题,使QC活动目标明确、活动有序、措施有力,使全面质量管理活动真正成为工程质量的保障线。在集团公司宣贯ISO2000系列标准的活动中作一次实际工程的演练。3.项目经理部设专职质检工程师和质检员,并制定相应的职责范围和质量岗位责任制,充分发挥质检人员质量否决权的作用,从监督机制上使创优措施真正落实到实处。4.高标准、严要求,重点工程质量标准提高一个档次,工程质量达不到创优标准的,坚决返工重做。5.实行工程质量样板制工作方法。分项工程设立工程质量样板,实际施工必须以样板为施工方式、方法、质量参照物,以保证工程质量的提高和作业方法的改进。6.把创优工作列入施工活动的重要组成部分,研究布置施工生产必须研究布置工程创优工作,杜绝施工中创优和施工两层皮现象,及时总结创优经验,分析解决存在的问题,引导创优工作健康发展。7.在质量管理工作中,严格执行十项制度。(1)工程测量复核制度;(2)施工过程中的三检制度;(3)验标检验程序制度;(4)隐蔽工程检查签证制度;(5)质量责任挂牌制度;(6)质量评定奖罚制度;(7)质量定期检查制度;(8)验工计价质量签证制度;(9)材料质量检验认定制度;(10)重点工程把关制度。努力做到质量管理工作规范化、制度化。8.严格按设计图纸、施工技术规范、标准施工,各工序衔接都要按创优标准要求,达不到标准的工程坚决推倒重来,直到达标为止。9.针对其它工程出现的质量通病和质量控制薄弱环节,在施工中建立质量控制点,实施重点监控,并在施工组织措施上制定相应专项措施。安全目标及安全保证措施14.1安全目标杜绝责任行车“五防”一般及以上事故;杜绝责任员工、路外“五防”轻伤及以上事故;杜绝责任火灾、爆炸一般及以上事故;杜绝责任机械设备及交通一般及以上事故。确保创建安全标准工地达标;实现安全年。14.2安全保证措施本工程把施工安全放在首位,做好一系列安全措施和安全监督机制,确保安全。施工中严格执行各项安全管理制度和安全操作规程,建立安全保证体系(见附图3)。并根据工程实际采取如下措施:1、加强安全管理标准化,健全现场施工安全生产责任制,项目经理部设专职安全员,班组设兼职安全员。2、加强安全意识及纪律教育,坚持定期检查、奖罚制度,坚持实行安全值班制和班前安全交底制度,牢固树立“安全第一、预防为主”的思想观念,在施工中自觉做好安全防护,确保安全生产。3、特殊工种如:电力工、电焊工、起重工、架子工、设备员必须持有劳动部门颁发的正式上岗证,必须佩带齐全的劳动安全保护器具严格作业程序,严禁违章作业;4、施工现场必须设置安全警示标志,凡进入现场的施工人员必须佩带安全帽,否则禁止
入内。5、本工程在线路群、站区内施工,对行车安全、人身安全影响很大。因此沿线路或线间作业施工,要做好安全防护,保证行车和人身安全,严格执行《集团公司防止挖断电缆六条措施》:既有站地下既有设施多,有给排水管道、电力电缆、通信信号电缆及其他构筑物,沿线路铺设给排水管道,距线路较近管沟,要求在线路侧设挡土板,避免管沟塌方,确保管沟内人身及管沟两侧既有设施安全;在站区内及线路群中开挖管沟及地槽时,先找水电段、电务段、通信段及时了解地下既有设施埋设情况,签定安全协议,用探测器探测地下既有设施。开挖方法有现场技术人员和安全员做细致施工安全交底,向施工人员做安全教育。开挖管沟及线路群中施工中有专人现场安全监督,做好安全施工记录确保各项安全;给排水管路穿越既有线要提前与使用单位联系,作好要点配合工作,确保施工和运输安全;在线路群内施工时,应设专人防护,严禁在铁路上放置料具。在股道两旁堆放料具及设备时,不得侵入界限。料具必须放置稳固。作业人员不得再线路上逗留,经过线路时应“一站、二看、三通过”。运输材料、机具、设备通过正常运行线路时,必须在站务人员现场指导。施工现场必须放置安全警示牌及护栏;新旧管接口要与使用单位及水电段联系,作好要点配合工作,确保生产用水。6、按临时用电方案架设电线,配备专门维修电工,负责工地上所有电器、机械设备电闸箱的管理,安装合格的漏电保护装置。工作接地与重复接地符合要求,专用保护零线设置符合规定,保护零线与工作零线不得混接。严格按照“三级配电两级保护”保护要求设置配电箱,漏电保护装置应完好,并经常检修,坚持“一机一闸一漏一保护”。闸具、熔断器、漏电保护装置与设备容量相匹配。配电线路严禁老化、破皮,必须使用五芯电缆,照明应设专用回路,与施工机具分开。涵管顶进照明采用36V安全电压。7、机械传动部位、电锯、电刨、电焊机等就近设置防护装置,并且定期对施工机械检查,杜绝机械带病运行。8、施工现场设置门卫,现场材料、库房加强巡逻守护,对重要、易燃易爆等物品要重点看管。现场的配电室设专人值班看管,机械设备在大风大雨前后进行安全检查防护,施工现场易燃的物品(油漆、木柴)专库、专人看管施工。加强工地防火工作,灭火器材,并派人定期检查,保持有效,氧气瓶与乙炔瓶呈三角状摆放并相距8米以外。电工、焊工等动火前要清除附近易燃物。施工员在安排生产时要坚持防火安全交底制度,特别是电气焊、油漆、防水等易燃危险作业时,要有具体防火要求。工期目标及工期保证措施15.1工期目标某火车站时室外给排水计划工期为:2003年2月8日~2003年8月30日。15.2工期保证措施15.2.1组织和制度措施1.选调有施工经验的管理人员组成项目部领导班子,建立进度控制的组织体系,落实各层次的工期进度控制人员、具体任务和工作责任,建立工期控制目标体系。运用经济杠杆,落实经济责任制,实行内部各级奖惩制度,充分调动员工的积极性,奖优罚劣,奖快罚慢,在保证施工质量的前提下,加快施工进度。2.建立进度实施、控制的科学组织系统,严格的工作制度,采用PDCA循环,随着施工活动的进行,对实际进度进行统计整理、比较分析,发现偏差时,分析产生原因及其影响,对原计划做出相应的调整,提出纠正方案和技术、经济的保证措施,待确认后进入实施,重复上述过程,直至施工全部完成。
3.建立每日的例会制度,及时解决施工中出现的问题。15.2.2技术措施1.编制施工项目总进度计划、分部分项工程进度计划、季度和月(旬)作业计划,编制时从总体计划到局部计划,逐层进行控制目标分解,以保证计划控制目标落实。执行计划时,从月(旬)作业计划开始实施,逐级按目标控制,从而达到对施工项目整体进度目标控制。2.认真做好图纸会审工作,尽量解决图纸不够明确的部分和相互矛盾之处,避免施工中因设计变更而贻误工期。及早做出材料、设备、构配件使用计划,并按计划提前采购进入施工现场,以切实保证工程进度。3.编制科学、详细的施工组织设计及施工方案,统筹、合理安排各工序施工顺序,制定切实可行的季节性施工措施。加强质量管理,严格执行国家建筑工程质量标准,以样板开路,严格按规范、规程组织施工,避免出现返工现象。4.切实做好技术交底工作,落实施工方案及技术措施,确保进度和质量。积极采用四新技术,开展技术革新活动,提高工效,加快施工速度。成立技术专家组,及时解决施工中出现的疑难问题。15.2.3合同措施施工项目进度计划、单位工程施工进度计划、分部分项工程施工进度计划,互相衔接,组成一个计划实施的保证体系,以施工任务书的方式下达作业队以保证实施.层层签订承包书,施工项目经理、作业队和作业班组之间分别签订承包合同,按计划目标规定合同工期、相互承担经济责任、权限和利益,明确具体施工任务、技术措施、质量要求等内容,使作业班组必须保证按作业计划时间完成规定的任务。15.2.4经济措施按照进度计划积极组织调度资金,专款专用,用于工程开工需要的技术装备、设备更新、维修保养及施工中的周转,保证工程施工的顺利进行。15.2.5过程保证措施1.以总进度为基础,计划为龙头,实行长计划短安排,通过月、旬、周生产计划与实施加强生产协调配合,维护计划的严肃性,按期按阶段完成施工目标。2.实施分段流水作业,强化施工管理,抓住主导工序,安排足够的劳动力,合理安排工序,科学管理,加快工程进度。根据投标中的综合进度计划,合理安排不同工种之间穿插配合。3.在施工全过程中,严格按照网络图施工,并对执行效果进行检查评估,预测趋势,跟踪调查,纠正偏差,以保证工程项目按目标实施完成。15.2.6机械设备、材料保证1.根据工程需要,配备足够的施工机械设备。2.所有使用机械、设备进场前必须经维修、保养,确保进场机械设备的完好。3.现场备置机械、设备的常用零、配件,确保机械设备的故障及时排除。加强机械设备管理,认真做好机械设备的保养、维修、校检,做好使用记录。4.按照周转材料需用量计划,预备足够的周转材料,开工前提出全部备料计划并根据施工组织设计提出材料进场计划,根据材料进场计划组织各种原材料及时进场,以满足快速施工需要。15.2.7农忙季节保证措施1.农忙季节来临前要提前做好准备,组织好劳动力的安排和落实,制定农忙季节的劳动力安排计划。2.农忙期间认真做好职工的思想工作,一线职工坚持正常生产,不放假。3.对农忙期间出全勤的一线工人给予补贴。4.加强农忙期间的劳动出勤管理,对农忙期间不遵守劳动纪律的职工进行批评教育,并罚款。5.实行农忙期间施工工序挂牌制,责任明确到人。6.农忙期间,认真安排好职工的生活,保证职工的休息时间,不能任意延长工作时间,
做好思想政治工作和宣传发动工作。成本目标及成本控制措施16.1成本目标全面落实责任成本,努力达到最佳经济效益。16.2成本控制措施1.优化施工方案,科学组织施工。编制详细、具体、切合现场实际的实施性施工组织设计,作好机械、周转材料、劳力的协调安排,充分利用有利的气象、气候条件降低工程费用的其他开支。2.积极采用新技术、新工艺、新材料、新设备降低工程成本。在减少混凝土水泥用量上,采取广泛采用掺加剂和认真制定混凝土配合比和各种骨料级配上采取措施,钻井施工中采用先进的施工方法提高工作效率。3.严格按图纸施工,加强各种检查监督机构和各生产班组质量监察人员的作用,完善各种技术作业的复核制度,杜绝各类质量事故的发生。4.坚决执行物资材料各种管理规程,制度。把好物资材料的采购渠道,检验制度的关口,各职能部门相互监督检查,禁止不合格的材料入场,杜绝在物资材料上因材质上引起的浪费。5.加强工地管理,严格材料的领发制度,做到每项作业都有材料计划,按计划定额发料按计划定额使用材料,做到工完料尽,禁止乱估冒用,优料低用,和大手大脚的作风发生。6.严格控制各级管理费及其他非生产性开支。精减项目经理部的机构,建立一个高效的生产指挥机构,做到管理费开支有定额,有名目,执行管理费中的某些费用使用包干负责制,落实降低管理费开支指标。7.加强施工管理,做好生产班组的经济核算工作,建立班组核算台帐,强化班组核算员的工作职能,形成一整套确有实效的班组核算工作制度,把降造指标直接落实到生产基层。8.严格造价管理,实事求是,不多估冒算。加强工作人员的职业道德观念,按实计算工程量,按实编制施工预算,与建设单位一道做好工程造价的控制工作。9.发挥我企业在省内相对集中,人员、设备调配容易的优势,和能打硬仗突击力量强的作风。集中优势力量,缩短工期,提高工效,降低工程成本。10.主动配合有关单位做好与当地政府,机构团体以及当地居民的联系协调工作,尽量减少和避免对施工的干扰,营造出一个良好的施工环境,减少工期和材料消耗。11.发挥本企业在铁路建设专业化的优势,利用现有机械设备的有利条件,可一定幅度降低工程造价。12.推行项目法施工,全面落实责任成本,严细各种成本管理控制规程,方法。把降低工程造价落实到生产的每一环节中去。文明施工及环境、文物保护措施17.1文明施工措施17.1.1文明施工目标:施工环境整齐清洁,施工人员文明礼貌,无打架斗殴,无违纪事件。17.1.2采取措施:1.成立以项目经理为组长、项目副经理及各业务科室有关人员组成的领导小组,综合办公室负责日常的监督检查。
2.认真贯彻铁道部有关规定,做好施工现场各项管理工作,按照施工平面布置图的要求,现场施工区域四周能封闭的采用砖围墙或围栏临时封闭、隔离,现场合理布置,堆放施工材料、成品、半成品和施工机具。生活区内设垃圾堆放点,专人清理。现场建立保洁员责任制。管材堆放成垛,砂、石成方,原材料及半成品要堆放整齐,工具及机具要分类摆放整齐标示清楚,不得占用施工道路和作业区。保证施工现场道路,排水畅通,做到活完料净、场地清。经常保持现场整洁,照明充足。对砂石等地材运入施工现场必须覆盖塑料编织布,防止杂物洒落,进入工地的各种材料、机具必须及时转入场内,不得占用道路。施工现场内施工道路经常洒水,避免尘土飞扬。17.1.3文明施工考核、管理办法为加强施工现场管理,多快好省地完成该工程的建设,强化对现场人员履行文明施工职责的约束,实现文明施工目标,结合本工程实际,制定文明施工考核、管理办法。文明施工考核、管理由现场文明施工领导小组统一领导部署,由技术、安全、综合办公室组成管理考核组,并组织实施。12.5文明施工考核、管理的基本内容1.项目部成立文明施工管理小组,制订具体管理措施,定期开展文明施工评比活动。2.临建搭设和机械、材料布置必须按照施工总平面图布置,场内道路应保持畅通无阻;材料构件按规格堆放,钢材要码放整齐。3.工地食堂要符合食品卫生管理要求,做到无蝇、无鼠害、无饮食中毒,使职工饮食卫生、舒适。建立固定水冲式厕所,场内不允许随便大小便。17.2环境、文物保护措施生产、生活污水不直接排放,各项施工设置和作业过程符合环保要求;施工场地做到文明施工,减少粉尘,车辆运输便道定期洒水养护减少尘土飞扬。临时用地要尽量减少对土地的复耕条件的影响,提倡绿色临时设施观念,对耕地影响较大的预制场地硬面化各种施工废弃物集中存放,能回收利用交物质回收部门,其它不可回收的废弃物作深埋处理。钻井等产生废液的作业,应做到内部循环,不向外排放,减少对农田和水源和污染。对当地居民有影响的躁音污染应加以避免,邻近居民点应避开夜间施工,灯光照明限止在工地范围内。施工期间如发现有文物和坟墓的迹象,应马上停工并对现场进行及时妥善保护,以免文物受损和丢失,并积极向文物主管部门汇报,待处理完毕后方可进行施工。对于在附近村庄的墓地及个别坟墓施工土方时应积极联系地方政府及村委,做好工作,然后再施工。其他施工过程中要素:1.某火车站新增给水管与既有管道连接共5处,拆除管道计1560m多,管道开口,既有管道不明确,施工停水影响面广。在施工时应先明确既有管道大小、材质、标高及其他地下情况,做好准确备料。开口前积极找水电段及其他有关单位联系要点停水,做好停水通知。在施工中应有足够的作业人员、排水泵及其他施工机具配备齐全,确保开口顺利按时通水。2.施工新增给水管标高尽量与既有管道标高一致,减少新旧管连接是上下返弯。3.给水管穿越线路时,按设计加设防护涵管和套管,防护涵管或套管在新建线路下,积极与线路专业配合尽采用明管施工。穿越既有线路采用顶管施工,在施工时积极联系公务段及其他有关单位,做好施工线路防护,确保行车安全。4.排水管穿越线路时,采用铸铁管铅接口。重力排水为了控制排水标高、坡度,尽量采用明挖铺设。排水管穿越线路时在路基中严禁有接口,在股道间设接口。
5.新增排水管路施工前先测定既有排水管标高,避免排水倒灌。19.附表1.附表1:主要工程数量表及年季计划完成数量表2.附表2:劳动力需求表3.附表3:主要材料数量表及年季供应计划4.附表4:主要机械设备表及年季供应计划20.附图1.附图5:施工平面布置图2.附图6:施工进度计划横道图4.附图8:涵管顶进既有线路加固图5.附图9:作业流程图附表1某火车站室外给排水主要工程数量及季度计划完成数量表编号名称规格单位数量季度计划完成数量1管井φ300×85m座11季度完2潜水泵200J80-66,N=22Kw套21季度完3拆除潜水泵200J32-75/15套11季度完4消毒设备TCL-200L套11季度完5给水管道PE管De200~20米47301季度完成800m,2季度完成1900m,3季度完成2000m6水表及井室LX80-25座192季度完成6座,3季度完成13座7消火栓及井室SS-100座172季度完成8防护涵管D1500钢筋砼米1052季度完成50m,3季度完成55m9防护套管DN200钢管米272季度完成10阀门闸阀个222季度完成11阀门井砖砌座142季度完成12拆换给水管道De200~160米9602季度完成13电动葫芦CD1个13季度完成14破除路面及恢复砼m225563季度完成15压力排水管道PE管De110米10311季度完成300m,2季度完成500m,3季度完成231m16钢筋砼排水管D300~200米37611季度完成300m,2季度完成1900m,3季度完成1561m17铸铁给水管球墨铸铁DN200~300米2352季度完成
18防护涵管D1500钢筋砼米182季度完成19排水检查井砖砌个1352~3季度完成20化粪池钢筋砼V=20~2m3座62季度完成20污水泵站φ3m座23季度完成21阀门及井室砖砌座43季度完成22污水处理站400T/d处12~3季度完成23平流隔油池钢筋砼座23季度完成24排水出口座13季度完成附表2劳动力需求表工种按施工阶段投入劳力情况管沟土方、基础管道安装给排水构筑物设备安装管井施工涵管顶进竣工清理普通工8020301551050瓦工20砼工6204木工102钢筋工205架子工310322抹灰工660油漆工5230管道工6452164815安装电工82215电焊工53423机械工4556
附表3主要材料数量表及季度供应计划编号名称规格单位数量季度计划供应数量1水泥4.25T1501季度20T,2季度60T,3季度70T2钢筋T162季度6T,3季度10T3红砖千块401季度10千块,2季度15千块,3季度15千块4砂中砂m3801季度20m3,2季度30m3,3季度30m35PE给水管De200m2861季度供应286m6PE给水管De160m27741季度800m,2季度1400m,3季度600m7PE给水管De110m15992季度900m,3季度700m8PE给水管De63m5153季度供应515m9PE给水管De50m1183季度供应118m10PE给水管De32m3423季度供应342m11PE给水管De25m983季度供应98m12PE给水管De20m293季度供应29m13消火栓SS-100个172季度供应17个14钢筋砼涵管d1500m1231季度60m,2季度63m15钢套管DN200m272季度一次供应完16闸阀DN200个52季度一次供应完17闸阀DN150个142季度一次供应完17闸阀DN100个42季度一次供应完16闸阀DN80-50个32季度一次供应完17UPVC给水管De200m2681季度一次供应完18UPVC给水管De160m6921季度一次供应完19电动葫芦CD1个13季度一次供应完20多功能水泵控制阀DN200个21季度一次供应完21排水铸铁管DN150m1772季度一次供应完22钢筋砼排水管d300m20521季度300m,2季度800m,3季度1000m23钢筋砼排水管D200m17091季度200m,2季度900m,3季度600m24球墨铸铁管DN200m301季度一次供应完25球墨铸铁管DN300m2051季度一次供应完
26潜污泵65QW40-10-2.2套42季度一次供应完27污水处理设备等SBR400m3/d处13季度一次供应完附表4主要机械及季度供应计划表序号机具名称规格型号单位数量功率KW季度供应计划1砼搅拌机JS--500台1282、3季度2灰浆搅拌机DJ325台132、3季度3柴油发电机台21、2季度4弯曲机WJ40--1台12.82、3季度5切断机Q32--1台232、3季度6电焊机DX3--300台31、2、3季度7蛙式打夯机HW--20台22.51、2、3季度8插入式振动器HZ6X--50台31.12、3季度9平板振动器台22.22、3季度10翻斗车1.1t台21、2、3季度11装载机ZL--300台11、2、3季度12轮胎式起重机8t~16t台11、3季度13挖掘机台12、3季度14电动千斤顶140T台11、2季度15电动打压泵台11、2、3季度16热熔对焊机台11、2、3季度17套丝切管机TQ3A台12、3季度附图1施工组织机构框图
工程胶新线施工指挥部总指挥、技术总负责人工作组项目经理部经理:技术负责人施工技术室质量管理室安全管理室办公室物资设备室财务室作业队伍作业队伍附图2质量保证体系图
公司经理公司副经理施工技术技术总体质量工程质检(土建)项目经理技术主管工程师工程质检(安装)土建各作业队队长各队专业质检员安装各作业队队长各队专业质检员工程回访服务中心各作业班组长各作业班组兼职质检员用户反馈意见一般质量问题重大质量问题特大质量问题附图3现场质量管理组织机构图
济南铁路工程集团胶新线施工指挥部总指挥、技术总负责人济铁建筑工程有限公司责任公司工作组项目经理部质量管理领导小组组长:项目经理副组长:技术、项目副经理材料设备质量管理定额施工技术办公室作业队质量管理小组成员:队长、质检员、专业工程师、施工员试验员、材料员、工班长附图4安全保证体系图
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