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唐家墩地铁站供水管道DN800迁改工程施工组织设计地铁6号线唐家墩地铁站供水管道迁改工程施工组织设计武汉市水务建设工程公司第二施工公司2011年5月编制:审核:批准:日期:日期:日期:29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计施工组织设计(施工方案)审批表审核部门、人员及意见审核部门姓名职务(职称)审查意见施工单位工程技术质量管理安全管理计划预算材料预算材料设备文明施工部门会签意见年月日审批意见(盖章)总工程师:年月日建设或监理单位审定意见项目总监理工程师或建设单位项目技术负责人:年月日29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计目录一、工程概况及特点二、编制依据三、施工管理3.1指导思想及原则3.2管理目标3.3管理体系四、施工组织安排4.1人员安排4.2施工准备4.3材料准备计划4.4机械准备配置4.5劳动力准备4.6工程进度安排五、主要施工方法及施工技术措施5.1.测量放线5.2.沟槽开挖5.3堆土及弃运5.4回填5.5土建工程5.6球墨铸铁管安装5.7水压试验及渗水量试验29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计5.8管道冲洗消毒和检验六、质量管理组织体系6.1质量保证目标6.2配备足够的资源6.3执行标准6.4质量管理制度及质量控制七、安全保证措施7.1落实安全责任,实施责任管理7.2安全检查及要求7.3安全技术措施八、文明施工九、确保工期技术措施十、环境保护及职业健康安全10.1各项保护措施十一、工程验收附:图1施工进度横道图图2项目部人员机构图图3项目部安全机构图图4安全保证体系图29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计图5施工组织管理体系表一、工程概况及特点按水务集团公司基建部要求,为配合地铁6号线唐家墩地铁站的建设,我公司特拟定唐家墩地铁站DN800管道迁改工程施工组织设计。我公司在接到施工图纸后,立即组织项目经理部,并汇同项目经理到施工现场进行勘查,该工程在新华下路唐家墩路口安装DN800mm球墨管道,全长162米。新装DN800管道分别与发展大道D1000管道,新华下路上D600,DN800管道连接。。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计主要工程量序号材料名称规格型号单位数量备注1球墨铸铁管DN800m1622球墨铸铁管DN400m363球墨铸铁管DN300m12球墨铸铁管DN200m6蝶阀DN800台34软密封闸阀DN600台15软密封闸阀DN400台36软密封闸阀DN300台17软密封闸阀DN200台1二、编制依据A.武汉市水务集团管网管理部设计任务书B.地铁6号线唐家墩地铁站DN800供水管道迁改工程施工设计图C.《给排水管道工程施工及验收规范》(GB50268-2008)三、施工管理3.1指导思想及原则遵循我公司“全员参入,坚持持续改进,实施最优管理,以一流的产品满足顾客要求”的质量方针,公司的宗旨是:(1)以顾客为中心,用一流的工作质量保证产品的质量,向顾客提供优质服务,满足顾客需求;(2)以技术发展,以质量保信誉,不断拓展企业资源,不断改进企业经营业绩。以质量为中心,建立工程质量保证体系,编制项目质量计划;选配高素质的项目经理及工程技术管理人员,积极推广新技术、新工艺、新材料、新设备;严格按照设计图纸和施工验收规范优质高速组织施工,向业主提供放心、满意的产品。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计严格按照设计和国家相关质量验收规范要求组织施工,无重大伤亡事故,安全隐患整改率达100%,特种作业人员持证上岗率达100%。结合规则、总体控制、分步实施,要求供水安全可靠性高,积极、稳妥地采用先进、成熟的工艺、技术、设备、材料。3.2管理目标本工程结合地铁6号线唐家墩地铁站DN800供水管道迁改工程供水管道方案实施。为了确保本项目的落实与实施,公司将慎重选派有丰富经验的管理干部和工程技术人员,并建立完善的组织机构及管理运行体系,做到规范化、标准化管理,使各项工作有条不紊地进行,将我公司质量、环境、安全管理体系各个要素覆盖施工全工程。同时,我公司将严格按设计施工图纸和设计总说明及有关规范、标准、质量要求,管理和组织施工,力争高速、优质、安全,以文明施工的良好形象胜利竣工。3.3管理体系为了确保该工程优质、安全如期竣工,我公司决定成立工程项目经理部,工程项目经理部的人员机构。其职能是全权代表公司承担工程合同履约,全面负责施工组织管理、技术质量管理、安全文明生产管理,以及生产调度等,并建立施工、技术管理体系。项目经理部将根据公司的《质量环境安全管理手册》和《程序文件》,建立完善的质量、环境、安全保证体系,对施工全过程中与质量和环境有关的全部活动进行管理和控制,确保工程质量,使全体管理人员和员工按各自的职责承担其相应的责任。对特殊过程、关键部位和过程质量控制点制定作业指导书和技术保证措施,消除不合格品,提供满足顾客需求的产品。对工程施工中,出现对环境有影响的各种环境因素,应予以杜绝,对噪声的排放应按ISO14000环境管理体系的要求进行控制。四、施工组织安排4.1人员安排29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计该项目设项目经理、安全员、施工员、质检员、材料员、资料员。施工过程中需与中铁隧道部门、业主及监理单位保持联系,为工程的顺利施工提供有效的保障。项目组织机构各职能部门的职能表项目经理:负责工程施工总体安排、调度;安全员:负责工程施工工程中的安全、文明施工工作;施工员:负责施工过程中测量工作;质检员:负责对工程施工过程进行质量监督;材料员:负责工程施工所需的材料供应及废料处置;资料员:负责工程施工过程中资料整理及收集。4.2施工准备施工准备对于本工程能否顺利开工,以及整体施工进度是否能够按计划、有条不紊地进行,起着至关重要的作用,应集中人力、物力、财力,积极主动地创造条件,以确保工期的实现。各施工作业点及工作量:1.在节点1处,新装D400钢制转换乙管接原d400管道,设置DN400闸门1台;2.在节点2处,新装D800钢制转换甲、乙管接原d800管道,设置DN400闸门1台、DN800蝶阀1台;3.在节点3处,新装D1020*325三通接原DN300管道,设置DN300闸门1台;新装D1020*820三通接原d800管道,设置DN800蝶阀1台。4.在节点4处,新装D400钢制转换甲管接原d400管道,设置DN400闸门1台。5.在节点6处,新装D800钢制转换甲管接原d800管道,设置DN800蝶阀1台,新装D600钢制转换甲管接原d600管道,设置DN600闸阀1台。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计由于该工程与地铁单位配合施工,故在开工前必须组织好施工主材供应,我公司将派专人与设计单位配合,对管道沿线进行详细调查,尽可能准确的拿出管材及配件(备用配件)清单,并配合物供单位分期合理(依据市政单位的施工进度)运到工地现场。材料检验程序见下图进料总量计划供货批量计划业主监理监督抽样供货商检验合格报告不合格品业主检验证按规定检验办理交验资料、记录退货拒收工程使用4.4机械准备配置所有施工机具及设备根据各作业组施工内容需要进行合理安排,在进场前完成各项性能检测,确保施工机具性能良好。施工机具设备名称规格单位数量备注吊车12t辆1备用东风卡车辆1备用五十铃辆1挖掘机3.0M3台1含破路锤发电机200kw台129\n唐家墩地铁站供水管道DN800迁改工程施工组织设计水准仪北京索佳台1配电柜台1橡胶三相四线D25m200碘钨灯架个4潜水泵4″台6潜水泵6″台2文明施工护栏牌m100警示带m2004.5劳动力准备由于现场施工总体情况较好,现场暂时只安排一个作业面进行施工,故劳动力的合理安排尤为重要,按照劳动力进度计划,我们将派出优秀的作业人员进驻工地。进场前进行入场质量、安全意识教育,认真组织交底。特殊工种持证上岗,以保证入场后能迅速进入工作状态。本标段所需管理及施工人员如下:岗位单位数量岗位单位数量项目经理1人资料员1人质检员1人电工1人施工员1人电焊工4人安全员1人土方、土建20人4.6工程进度安排工期计划:此工程DN800主干管全长162米,管道安装只能在每天22:00—29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计次日5:00之间施工,给施工单位有效作业时间短,且是迁改原管网,地下设施不明确,故施工时间较长。正式开工前,计划用5天时间,完成现场办公室的布置,安排人员进场,主、辅材、机具、设备进厂、技术准备、交接桩、技术交底等工作。具体时间安排如下:计划用5天时间做施工前准备。计划用28天时间同步进行沟槽开挖、管道安装及沟槽回填工序。计划用3天时间对管道进行强度试验。计划用2天时间对管道进行冲洗、消毒。计划用10天时间将新、旧管连接完毕。(接水点7处)计划用2天时间清理现场,退场。(阀门井室在各施工断面期间穿插作业)通过以上几点的工期安排,我公司认为在50天的有效工作日内能够按期完工(按照目前市政部门的施工进度,)。五、主要施工方法及施工技术措施5.1.测量放线测量放线现场施工程序如下:接设计单位、中铁隧道部门坐标点、水准点依据图纸进行坐标点、水准点复核坐标点、水准点复核报验监理批准后放沟槽中线及边线等在管线定位测量时要深入现场,了解现场环境,按管线平面图找出管道在平面上的位置,在测量过程中应注意以下几点:1、沟槽放线设计严格按设计单位实地交桩,进行中线及高程控制,对于测量放线常用的仪器水准仪等,使用前必须经过国家质检单位检定合格并在有效期内方可使用。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计2、应对线路平面和断面图进行室内详细审核与现场核对。放线的基准点为设计单位设置的线路控制桩和沿线路设立的临时性、永久性水准基标及与水准基标相联系的固定水准基标。对于交桩后丢失的控制桩和水准基标,应根据定测资料于施工前采用测量方法给予恢复。3、在控制桩测量放线验收合格后,应根据控制桩测定管道中心线,并在控制桩之间按照图纸要求设置纵向变坡桩、穿越标志桩、百米桩。各种桩可用片状木桩或竹桩,用油漆注明桩类别、编号、里程等不同桩的标注要素后,在测量仪器的指挥下定于指挥位置。4、在划线过程中,当管线经过地面及地下障碍物地段时应积极与设计等相关单位的人员取得联系,共同看线,现场确认。5、设计图纸所标注地下管线应在测量放线记录中标注。5.2.沟槽开挖在沟槽开挖前认真勘察现场后,我公司拟采取机械开挖人工配合的沟槽开挖的方式,以详细了解地下障碍物的走向及方位,对不能施工的地段,会同地铁集团、设计、监理单位及其它有关单位共同协商,并制定详细的专项施工方案。DN800球管安装及沟槽开挖断面:1、管道沟槽开挖前,项目部应向反铲司机及挖沟人员进行技术交底,交底内容应包括地下障碍物的方位及深度,沟槽开挖深度,沟槽底部宽度、弃土位置、沟槽质量、施工安全等内容。2、机械挖土时,沟底应留出0.2-0.3m厚土层不挖,铺管前用人工清理至设计高程,不得对地基扰动,如超挖则需回填碎石和100-200mm砂垫层,并夯实至设计高程。输水管沟槽开挖按管道沟槽横断面实施,若遇到塌方,采用钢板支撑加固。3、沟槽开挖深度、排水及沟底基础处理必须满足规范要求。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计沟槽开挖完成后,由质检员检查并填写相关的质量记录,并请业主、设计、监理、施工单位签字认可。沟槽开挖程序如下:测量放线报验监理审批后沟槽开挖沟槽形成后报验4、特殊地段处理根据沿线地质、地貌情况、现场实际情况及土方量,拟以机械施工为主,人工开挖为辅的措施。但由于部分地段施工场地狭窄无堆放余土的场地,故采取自卸汽车转运的方式将土方全部外运,需提前找好堆场,如白天禁止运输车辆行驶时,在现场不影响机械进出的地方设置临时堆放区,在准许运输的时段全部运出施工现场。沟槽土方全部外运,管道安装完立即回填砂,DN800管顶覆土按现状路面下1.1m控制。5、管道施工时,与地下设施所在单位协商,并要求对方派专人对我方将要施工的地段、图纸上未反映的地下设施进行事先交底及现场指挥,避免因地下设施不明,而造成损坏地下设施的事故。5.3堆土及弃运沟槽开挖中必须考虑回填土的余土量及合理的堆放位置,应及时与市政部门联系,并根据施工现场周边环境做出堆土、弃土外运方案。施工段面较宽的地段采取单边堆土,施工段面狭窄的地段采取自卸汽车外运余土,弃土外运必须征得监理和业主的同意。并随时将多余的土方转运至本工程需回填土处,以便工程的顺利进行。在施工不受周边环境影响,施工条件不受限制的情况下,回填堆土应堆置在机械作业面外侧。运土汽车装土时,需倒车至挖土机处,倒行距离约500米内,倒车时需派专人指挥,指明运土车辆的行驶方向,督促倒车时,车后严禁站人。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计5.4回填沟槽应严格按规范和设计要求进行回填。管道沟槽的回填是影响管道质量和今后运行安全的重要因素,回填土施工中要严格遵守操作规程及有关规定。1、回填前,施工员、施工监理等要共同对管道进行检查。(1)管道埋深必须进行高程测量符合设计要求,资料数据齐全准确。(2)埋地管道其管身在沟内不得有悬空现象,管沟内积水必须清除干净。2、按设计要求的土质分层夯填并达到密实度标准。3、回填夯实应避免在雨天进行,否则应采取有效措施,确保雨天回填质量。5.6土建工程1.井室施工(1)井室尺寸应符合图纸规定的有关标准图集要求。基础支礅的荷载应力满足设计要求。(2)井室盖应按设计混凝土标号及配筋图预制,构件规格应是最大安装构件尺寸,此外制作时,应考虑吊装方便,安装内置式耳钩。(3)施工完毕后及时清除井内垃圾及其它杂物。2.管道支墩施工(1)管道附件的支墩应位置准确。(2)管道附件的支墩在管道接口做完、管道位置固定后修筑。(3)支墩应在坚固的地基上修筑。当无原状土做后背墙时,采取措施保证支墩在受力情况下,不致破坏管道接口。5.7球墨铸铁管安装技术要求本工程主要安装为DN800—29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计DN200球墨铸铁管及相应配件,因此,对球墨铸铁管的安装控制是不可少的。球墨铸铁管下管前先检查管材尺寸、编号、标识和橡胶圈,然后按技术要求将管子下入槽底,将承口内的所有杂物予以清除,并将胶圈清理干净后嵌入承口槽内压实,把准备好的机具安装到位,在插口外表和胶圈上刷润滑剂,拉动管子使之插入承口,检查承插口间的环向间隙、纵向间隙和转角。2、球墨铸铁管安装质量保护措施a、管道的运输、装卸和堆放:(1)管子在运输过程中,应将管子放在凹槽式两侧钉有木楔的垫木上,管子上下层之间应用垫木、草袋或麻袋隔开,防止滚动和相互碰撞而损伤管子。管子伸出车体外部分不应超过管子长度的1/4。(2)装卸管子时严禁管子相互碰撞和自由滚,更不得向地面抛掷。(3)管子堆放地面要平整,不同类别和不同规格的管子要分开。铸铁管堆放管垛高度不得超过3m,垛旁设支柱,防止管子滚动。b、安装(1)应按下管的技术要求将管子下到槽底。(2)将承口内的所有杂物予以清除,并擦洗干净。(3)清理胶圈、上胶圈时应将胶圈上的粘接物清洗干净,把胶圈弯成心形或花形装入承口槽内,并用手沿整个胶圈按压一遍,确保胶圈各个部分不翘不扭,均匀一致地卡在槽内。(4)检查插口推入承口的位置是否符合要求。c、防护措施(1)严格材料验收制度,不符合技术标准的橡胶圈,坚决不用。(2)安装时应将橡胶圈均匀、平整的套在插口的平台上,不能扭曲和断裂。(3)挤压橡胶圈时要均匀,压实后,将管道除接口外回填土压住,以防止橡胶圈反弹。(4)管道承插口均应认真检查,发现毛刺、铁馏等情况应加以剔除,避免橡胶圈被损坏。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计5.8水压试验及渗水量试验本工程最终检验为管道水压强度试验和管道渗水量严密性试验。其压力试验标准按设计文件执行。管道试压用水采用自来水,并尽可能的重复利用。当重复利用水源时,泵压的顺序应为从上至下,管道堵板上应设置连通的球阀,球阀距管内底的净距应不小于50毫米。管道试压堵板应布置在检查孔的位置上。若无检查孔,应通过监理工程师修改试压长度。强度试验前,检查,清除管道内杂物,管件支墩强度达到设计要求,试压用水与排水设施通畅、牢固,排气装置安装无误。管道满水浸泡已达24小时,试验压力表经校验合格,且量程大于试验压力的一倍,方可进行水压试验。用于管道临时排气所用的DN50毫米排水站管的高度,不得小于1.5米。压力强度试验时,管道应分阶段升压,其分段值分别为0.6、0.8、(0.9)Mpa,并应注水保持分段压力值,同时观察管道、管件与后背状况,当无损坏和漏水情况时进入下阶段。水压升至试验压力0.9MPa后,恒压十分钟,检查接口、管身有无破损及漏水现象,管道强度试验为合格。当管道强度试验合格后,进行管道严密性试验。本试验管道采用注水法试验,将水压升至试验压力,关闭水泵进水阀门,记录降压0.1Mpa所需时间T1,打开水泵进水阀门,再将管道压力升至试验压力后,关闭水泵进水阀门。打开连通管道的泻水阀门,记录降压0.1Mpa的时间T2,并测量在T2时间内,从管道放出的水量W。其实测渗水量小于设计规定值1.50L/min.km时,严密性试验即为合格,严密性试验合格后,方能进行管道冲洗和消毒。5.9管道冲洗消毒和检验管道冲洗消毒必须使用城市自来水,一次通水冲洗和消毒,试压冲洗消毒前,必须安排人员清理管道内杂物,并清洗明显污点。冲洗应连续进行,当排出口的水色、透明度与入口处目测一致时即合格。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计冲洗后应用每升含20~30mg游离氯的水灌洗管道进行消毒。含氯水在管中停置24小时以上,消毒完毕,再用饮用水冲洗,直到水质科取样化验合格为止。冲洗消毒后的污水排入市政下水井。管道冲洗流速不低于1.0米/秒,管道消毒采取投加二氧化氯方式消毒。六、质量管理组织体系针对本工程工期紧、管道安装处于流砂地段,因此我们要重点保证安装质量,严格按照ISO9001标准及程序文件,对本工程进行质量管理和保证,建立完善是质量控制体系,形成一个由项目经理领导,各级管理人员和质检人员监督的质量网络,来确保工期和质量目标。6.1质量保证目标本工程建立的质量体系其重点是以确保工程(产品)全过程的控制,其目标是确保优良工程。对质量进行全方位网络式管理,主要工序合格率确保100%。6.2配备足够的资源本工程依据我公司按ISO9001标准建立的质量体系中的程序文件,对本工程进行质量管理和保证,并委托武汉市建筑质量监督管理站进行质量监督。管道安装中工序的质量管理采取经济责任制,各工序的责任人及职责见管道安装工程质量工序保证体系。本工程建立的质量体系其重点是以确保工程(产品)全过程的控制,其目的是确保市级优良工程。对质量进行全方位网络式管理,主要工序合格率确保100%,全部检查项目合格率的均值达85%以上。本工程设置了1名专职质检员,严格执行质量检测程序,及时查明实际的和潜在的质量问题,并采取有效的补救和预防措施。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计按照谁施工谁负责的原则,项目经理、各工序施工负责人是工程质量的负责人,各级质量管理和质检人员是工程质量保证的责任人,明确质量责任,工程质量与效益挂钩。6.3执行标准本工程施工、验收和质量评定执行以下国家和行业规范、标准:1、GB50268-2008《给排水管道工程施工及验收规范》2、JGJ46-2005《施工现场临时用电安全技术规范》3、《武汉市水务建设工程公司施工现场管理规定》6.4质量管理制度及质量控制1.施工前的质量控制在施工前,项目部要做好技术交底,凡参加施工的人员及分包方,要接受技术交底,并经相关人员的确认。充分理解施工图纸提出的技术要求,制定施工方案、施工要求、操作要点、技术措施、质量标准和保证质量的措施等。2.质量意识教育为坚持质量第一方针和满足业主需要这一宗旨,本公司在工程中将举办岗位质量素质培训,对管理人员、技术人员和操作人员(包括民工)进行质量意识教育。开展岗位练兵和质量技术现场交流等质量活动。专业技术工种和特殊工种必须持证上岗。建立质考核制度,进行严格的质量奖惩。3.材料机具设备管理做好材料实验及构件的技术检验工作,加强各种机械设备的使用、维护、修理,所有质量资料,应设专人分类、及时整理、妥善保管、编入竣工资料。4.不合格品管理质量管理严格执行工序之间的质检制度,树立“下道工序就是用户”29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计的思想,预防不合格产品的产生谨慎严肃的执行一票否决权,做好分部分项工程检查,隐蔽工程验收和工程质量评定工作,若出现不合格(品)工程,必须及时发现并防止不合格产品继续安装或交付,按照不合格品控制程序执行,以确保工程的最终质量。5.质量检验措施(1)各分项工程质量严格执行“三检制”。对各班组施工质量层层把关,做好工序交接与质量等级的验证工作。(2)严格执行“质量一票否决制度”,凡发现的不合格分项一律进行整修、整改直至返工处理到合乎质量要求为止,决不允许将不合格分项带入下道工序中。(3)所有隐蔽工程记录必须经建设(含监理)单位,市质监站及有关验收单位签字认可,才能组织下道工序施工。(4)与工程同步及时做好各类质量记录并进行规范化整理。6.工程竣工后质量跟踪(1)在工程交付使用后的保修期内,有公司生产部牵头,项目经理带领工程技术人员定期回访,认真听取建设单位、使用单位对工程质量的意见。(2)属施工原因造成的质量问题,负责无偿保修,直至建设单位、使用单位满意为止;属使用不当或其他原因造成的质量问题,我公司应积极协助建设单位进行处理,并进行必要的技术服务。7.确保工程质量的措施为确保本工程施工质量,我公司将在以下几项关键工序上加以控制。(1)各项施工措施均进行严格的编制、审核,确保施工措施合理,可靠.(2)严格控制和把好焊接质量关:要求所有焊工都必须要有上岗合格证,所有焊件均应按规范检验(钢管施工)。(3)所有的原材均需经检验,合格后才能使用,其中钢材、管材等材料在检验前还需有出厂合格证或材质检验报告。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计(4)严格轴线及标高的控制,所有轴线和标高施测后均进行复核,误差值在允许范围内才能作为成果移交施工,所有测量器具应定期检测。(5)加强回填土质量控制,土方应分层回填夯实或压实。8.协调土方、土建与安装的配合以项目部为龙头,协调安排土方、土建组与安装组的交叉施工。(1)施工前核实工程参数,避免临时变更情况发生;(2)按照业主的工期要求,合理安排网络计划,使土建与安装及时提交作业面;(3)项目经理直接负责土方、土建、安装的协调工作,随时听取各方的意见和建议,根据现场情况及时安排相关作业组进场施工。各组施工不得妨碍安装工程的进度质量,对有争议的地方及时上报项目经理协调处理。七、安全保证措施此工程为现场露天作业,受自然环境影响大;管线距离长、地质条件差;地下作业、交叉作业具有一定的危险性;用电作业多等,容易引发安全事故。针对这些情况,公司严格按照《建设工程安全生产管理条例》《施工现场临时用电安全技术规范》(JGJ46-2005)执行,必须树立预防为主的思想,尽一切努力采取各种措施,消除隐患,防止安全事故发生。采取防管结合方式杜绝安全事故。特制定以下管理措施。7.1落实安全责任,实施责任管理(1)项目经理是施工项目安全管理第一责任人。(2)各级职能部门人员,在各自业务范围内,对实现安全生产的要求负责。(3)全员承担安全生产责任,建立安全生产责任制,从经理到工人的生产系统做到纵向到底,一环不漏,各职能部门、人员的安全生产责任做到横向到边,人人负责。7.2安全检查及要求29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计为了发现不安全行为和不安全状态,消除事故隐患,落实整改措施,防止事故伤害,需要进行检查,内容如下:1.施工前检查每个安装队要派专职安全员,作业前召开了安全生产会。岗位安全生产责任一定要落实,知道责任制的内容,明确相互间的配合关系。人人知道作业环境和作业地点,知道安全注意事项,环境和地点整洁符合文明施工要求,对职业健康安全进行有效识别,加强自我保护意识及能力。机具设备安全可靠,摆放合理、使用方便,安全装置符合要求。2.施工中检查和要求(1)无违纪现象,密切配合,不互相出难题;不只顾自己、不顾他人;不互相打闹、不隐瞒隐患、强行作业;有问题及时报告。(2)无违章作业现象。不乱摸乱动机具、设备;不乱触乱碰电气开关;不乱挪乱拿消防器材;不乱丢抛料具和物件;不任意脱去个人防护用品;不私自拆除防护设施。(3)施工中沟槽两端和路口必须设置明显的安全标志,并且设护栏,夜间应加挂红灯。槽内施工人员必须戴安全帽,严禁在槽内休息。(4)沟槽两端和交通道口均应设置明显的安全标志、护拦、夜间应加挂红灯,沟槽距房屋或电杆较近时应预先加固,以免发生倒塌事故。(5)槽内施工人员必须戴安全帽,施工现场禁止穿拖鞋、高跟鞋或赤脚,工间严禁在槽内休息,上下沟槽必须设置立梯严禁攀登支撑或乘吊运机械设备上下沟槽。(6)机械挖土时,必须严格遵守挖土机操作规程,挖土前发出信号,在挖土机臂杆回转半径内,不许进行其它工作,挖土机在架空输变线路一测施工时,臂杆与输电线路的安全距离不应小于规范的规定。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计(7)现场施工用电线路必须高架或地埋,高架线路必须挂警示牌,地埋线路必须有套管。(8)施工现场办公基地及民工住地内供电线路设施,应严格按有关规定合理敷设,基地及住地内搞好防火、防盗、防毒的安全措施,重点防护区应悬挂安全警示牌。(9)根据施工现场的条件,合理确定管材、余土运输路线,并要求达到道路畅通,运输安全,起吊管材必须有专人持证上岗作业,严禁违章起吊,吊臂下严禁滞留行人,管材堆放要合理,严禁堆管超过两层。现场的材料应由专人24小时看护,防止盗窃事故发生。(10)搞好文明施工,凡在道路边施工地段应设置护拦交叉路口、危险作业区应悬挂“危险作业”或“禁止通行”的明显标志,并有导向标志。在重要的十字路口及行人繁多等地方设置车行、人行便道。雨后应进行安全检查,以确保安全通行,凡在道口、路边施工地段应指派专人清扫路上渣土,保证施工现场整洁。(11)不定期召开安全专题会议,根据现场实际情况进行安全生产交底,并做好交底及检查记录。配备足够的消防器材,加强易燃易爆材料和用火的管理。应明确制定塌方、触电、火灾、中暑等安全措施。施工现场电器设备必须由持有电工操作证的人员进行安装和维护,用电控制箱应配置带漏电保护装置的空气开关。3.施工后检查(1)对材料、物资要及时处理,清理有用品、清除无用品,堆放整齐。(2)机具设备要整顿、还原归位且保持整洁,如放置在现场,要加强保护。(3)对施工现场及时清扫,保持次序井然,无零散件,道路、道口畅通,照明良好,仓库上锁,门关严。7.3安全技术措施29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计1.起重吊装安全措施:较大型设备的吊装腔作势及场地窄小、障碍严重的起重作业要编制施工方案,安全技术措施要可靠详尽。严禁在施工、吊装过程中擅自离开工作岗位,擅自发令干扰指挥工作。2.施工机具安全措施:各类施工、加工机具自身的安全防护装置必须齐全有效。手持电动工具选用2类电动工具,并装额定电流不大于15mA,动作时间小于0.1S的漏电保护器;若选用1类工具,不应作保护接零。露天潮湿场所金属架上严禁使用1类手持电动工具。电焊机一、二次线应用接线柱并加罩防护,二次接线柱用接线板,线鼻子接牢。潜水泵、水泵等均应有保护接零。3.塌方安全措施(1)挖掘土方时从上而下进行,不可掏空底脚,以免塌方。在同一坡面上作业时,不得上下同时开挖,也不得上挖下运。如果必须上下层同时挖土时,一定要岔开进行,以防落土伤人。(2)在确定开挖深度和放坡前,首先要了解土质类别,由安全人员现场鉴别土质。(3)安全人员应时刻注意管道安装施工中沟槽土方,如沟槽两壁出现缝隙,裂纹,沙漏等现象,应立即设置钢板桩支撑,必要时横撑加固。如发现情况严重应立即指挥槽底施工作业人员撤出,防止人员伤亡。(4)超过2m以上深基坑(槽)上下人员时,应设置梯子上下,深基坑或管沟四周应有护挡并加警告标志。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计4.触电安全措施(1)施工现场电器设备必须由持有电工操作证的人员进行安装和维护,用电控制箱配置带漏电保护装置的空气开关。电器设备所用的导线必须使用带保护层的绝缘线或电缆,严禁使用无外保护层的花线。(2)所有电气设备的金属外壳及与电气设置连接的金属构架必须有可靠的接零或接地保护。(3)在施工现场所有电气设备上喷涂红色“电”字或设置危险警示标志。(4)现场临时动力线不得沿地施放,一切设备要有良好的防雨措施,一切施工电器设备应有可靠的接地线,不准一闸多用,并由专人负责。5.火灾安全措施(1)认真做好防火工作,施工现场的易燃易爆场所应有显著标志和有效的消防器材。焊接切割等明火作业必须在安全地点进行。(2)在项目部配备足够的消防器材,加强易燃易爆材料和用火的管理。(3)安全员不定期地对容易发生火灾的场所进行巡查,如发现有异常情况应立即通知项目经理及相关人员到场进行处理。(4)存放易燃易爆物资(氧气、乙炔等)的场所,应与项目部及职工休息室隔离开,保证安全。6.重大危险源的应急预案考虑本次工程施工环境复杂,各类危险源比较多,我们将于开工前就各种危险源进行全面分析,制定相应措施,尤其针对塌方、吊装及高压触电等重大危险源,制定专门的应急预案,坚决做到有备无患。八、文明施工29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计为了做到文明施工,我们将严格按照《武汉市建筑工程文明施工管理办法》;《供水管道工程文明施工服务承诺的措施》;《集团行风评议条例》;《武汉市水务建设工程公司施工现场管理规定》进行施工,并做到以下几点:8.1由项目经理和各作业组对安全文明施工具体负责,技术负责人为对安全文明施工的技术负责。8.2生产一定服从于安全文明施工,施工员负责对工人进行安全教育施工作业前,要落实可靠的措施并向班组进行技术交底,发现隐患应及时报告,拒绝违章施工。8.3施工材料堆放要整齐、稳固、严禁施工现场乱堆乱放,现场做到一日一清,做到工完料清,场地清,加强对施工剩余材料的管理,不合格材料除标示不清楚外,应分别堆放,保持工地整洁。8.4施工现场设立“五牌一图”,施工人员统一着装、挂牌施工。8.5危险地区设护栏、设红灯警告标志,夜间红灯示警,施工窨井、深坑等必须随时加盖或设防护。8.6在分段施工过程中,应结合当地情况制定排水措施,原则上要求在施工现场,抽排水直接用橡皮管排入附近的下水井内,距排水点较远的应挖排水沟引流或进行导流,严禁任意排放或直接向路边排放。8.7大力倡导和弘扬爱岗敬业、诚实守信、办事公道、勤政为民、奉献社会的社会主义职业道德风尚,大力学习宣传“八荣八耻”。通过宣传、教育、培训,不断增强职工服务意识,提高职工职业素质培养,维护工程公司和集团公司的形象。在开展民主评议行风工作的新形势下强化服务意识,树立企业形象,优化发展环境。对影响行风评议工作和影响行风建设的责任人,追究责任人的责任,以确保各项纠风任务的完成。九、确保工期技术措施29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计9.1雨季施工措施1.武汉市为多雨地区,对雨季的施工措施应有严格的要求。2.遇大雨前,沟槽两边应设置临时排水沟,以免雨水流入沟槽造成塌方。3.施工过程中,尽量避开大雨施工,雨天施工时,配足遮雨物资,以防雨水冲刷槽壁。4.所有机电设备应搭好防雨棚,防止漏雨、淹水,所有机电设备应设漏电保护装置及避雷接地装置。5.管道安装时,地面做好防滑处理,运输道路铺设草袋或钉防滑条。6.雨季在运管和往沟内放管的过程中,采取必要的措施封闭管口,防止泥沙进入管内。十、环境保护及职业健康安全随着社会的发展,工业现代程度越来越高,我们所赖以生存的环境资源所受到的破坏也越来越大。江河、湖泊、大海已受到严重的污染。人类已逐渐认识到在致力于高速发展经济的同时把环境保护放在优先考虑的位置。此工程施工地处市大型小区内,施工过程中如不加以控制,将会对大气、陆地、相关单位及社区造成一定的环境污染,这是不允许的。我们在施工过程中应加以防止和治理。我们已充分认识到施工和施工过程中的环境保护工作同等重要,将从思想上和实际行动中认真地对待环保等工作,严格按公司《质量环境安全管理手册》、SWGC2-0000-2006《程序文件》及SWGC4-1806-2006《职业健康危险源辨识与风险评价一览表》执行,在进行施工的同时,精心防治好施工过程这个污染源,努力把施工对环境和生态的影响减少到最低程度。我们的目的:开展环境保护活动,使环境污染减小到最低程度。10.1各项保护措施29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计1.水环境保护(1)污染源施工期间,工程影响水质的因素主要有施工车辆保养冲洗废水(含油废水)、管道冲洗消毒及生活污水等。(2)保护措施施工车辆保养冲洗废水(含油废水)、管道冲洗消毒及生活污水等在施工营地布置有机械、车辆停放场,集中排放到作业区的污水排放管道内,不另采用专门处理措施处理。2.大气环境保护(1)污染源施工期间,工程影响大气环境的主要因素有施工现场沟槽开挖、建筑垃圾的运输等产生的扬尘及汽车产生的尾气。(2)保护措施①施工交通扬尘防治措施限制施工车速,控制在15km/h以内。②汽车尾气防治措施强化对运输车辆的排放性能检测,强制不达标车辆进行正常维修保养,保证车辆发动机处于正常技术状态,经常清洗运输车辆,并使用零号柴油和无铅汽油。③施工现场沟槽开挖、建筑垃圾的运输防治措施项目部派1-2人专门对施工现场沟槽开挖及运输时,不间断进行洒水,对运输车辆的车轮进行清洗,以保证扬尘有效防治。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计3.噪音环境保护(1)污染源施工期间,工程影响噪音环境的主要因素有施工现场的发电机、空压机、挖掘机及气刨工作时所发出的噪声。(2)保护措施施工现场使用发电机、气刨时在其底座铺上橡皮,减少机械的震动,使噪音降低。还可以在周围围上隔音板以减低噪音。合理安排施工时间,把扰民影响降低到最低。.4.环境监测(1)项目部设置环境管理人员1-2人,负责施工区环境保护工作的统一管理、监督、检查与协调,加强环保宣传教育。(2)根据建设方对施工期间所提出的环保要求,严格按环境管理和合同条款开展工作,接受业主指定部门的环境监督与审查。(3)对施工区水质、环境空气和噪声进行监测,以便及时掌握各个施工阶段的环境污染程度和范围;建立疫情报告制度,了解施工人员的健康情况,随时接受业主指定的监测单位的环保监测。十一、工程验收按GB50268-2008《给排水管道工程施工及验收规范》和武汉市水务集团公司《供水管道基本建设工程管理制度》执行。29\n唐家墩地铁站供水管道DN800迁改工程施工组织设计同时,我公司在此承诺,本工程工程资料在本工程进行现场验收后3天内完成竣工图的绘制(在工程施工过程中,我公司将与管网管理部积极联系,寻求配合,对隐蔽工程在隐蔽前进行现场测量),7天内完成竣工资料的整理工作并移交。内部资料仅供参考9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXp6X4NGpP$vSTT#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@Eh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