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'某工程水下工程施工方案某工程异地扩建工程水下工程专项施工方案编制人：审核人：某工程项目经理部2013年11月40
某工程水下工程施工方案目录1、编制依据32、工程概况33、工程特点54、主要施工方案54.1施工部署54.2施工技术准备工作64.3主要施工内容94.4主要施工方法95、施工进度计划及控制措施245.1施工进度计划245.2控制措施246、施工技术、质量、安全、文明措施256.1技术管理措施256.2质量管理措施266.3安全管理措施276.4安全保证措施286.5文明施工管理327、环境保护措施338、施工组织机构359、潜水员安全保证措施3510、施工中危险源的分析及预防措施35附表1：质量保证体系图37附表2：安全（文明环保）保证体系3840
某工程水下工程施工方案1、编制依据(1)水源工程设计施工图、岩土工程勘察报告等；(2)《给水排水管道工程施工及验收规范》（GB50268-2008）(3)《化工设备管道防腐工程施工验收规范》（HGJ229-91）；(3)其他现行有关标准、规范、规程及规定；(4)国家及安徽省、市与本工程有关的文件。2、工程概况(1)该取水工程位于**市大观区海口镇南梗村江边。取水口选址于皖河口上游0.8km处的长江左岸。(2)地基岩土层分布及特征①淤泥（Q4al）：灰褐色，流塑状，很湿。光泽反应稍光滑，干强度及韧性中等，摇振反应微弱。含有少量腐殖质。厚度在2.3～3.2米左右，层面高程（水面以下河床部位高程）-7.19～-1.49米。承载力特征值50kpa，摩阻力标准值15kpa。②粉细砂（Q4al）：灰褐色，饱和，松散，稍密。主要成分为石英、长石局，含白色云母碎片及贝壳碎屑。本次勘察最大揭露厚度19.4米，层顶高程-9.89～-4.69米。标贯击数=10.4击，承载力特征值150kpa，摩阻力标准值25kpa。(3)本主要施工内容为：钢管桩水下施打、钢制横梁安装、取水钢管架空、水下开槽沉管施工、水下管槽土石方回填、取水管头部喇叭口安装固定等。(4)本工程采用1985国家高程基准高程系统，设计洪水位17.52m，施工水域的常年水位为8.11m，常年枯水位4.15m,保证率97%枯水位2.01m。(5)D1620钢管沉管段620m(单向315m),架空段379.2m(单向189.6m)、取水头部为钢制喇叭口异形管。采用钢制桩架固定，40
某工程水下工程施工方案四周采用抛石护砌，块石强度等级为MU35，护砌面积为40×40m²，抛石厚度≥0.6m。(6)原水管为两根D1620的钢管，壁厚16mm，间距4.8m；取水头部形式为喇叭管取水头部。喇叭口设置栅格拦截粗大漂浮物，采用顺流式安装，间距为10m。(7)D820钢管桩26根，钢管桩桩端采用十字形钢桩尖。桩端进入第二层细砂层的深度不小于14米，且进入土层的总深度不小于17米。(8)主要工程数量表及材料表序号名称规格型号单位数量备注1引水管钢管D1620m989.22引水管接头哈夫卡Q235B套24.003哈夫卡橡胶条中空，外径70mm，可压缩量约40mmm301.44哈夫卡用490度弯头Q235A，DN1620*16个2.005异径管Q235A，D1620*D1820，l=800个2.00取水头部喇叭口6法兰盘Q235B，DN1800，无螺栓孔片2.007槽钢Q235B，[40bm309.87横梁使用8钢管Q235B，DN870，壁厚16mm，外径￠902mmm12.50桩帽9钢板Q235B，厚16mm㎡43.61桩帽10钢板Q235B，厚16mm㎡53.11哈夫卡翼板及加劲肋11钢板Q235B，厚12mm㎡82.83管支座钢架补充12钢板Q235B，厚12mm㎡106.00管支座13对拉螺栓4.8级，M30，长度800mm，全丝根52.00钢架固定40
某工程水下工程施工方案14对拉螺栓4.8级，M30，长度1100mm，全丝根52.00桩帽固定15螺栓普通螺栓，4.8级，M22，长度150mm，全丝根384.00哈夫卡16螺栓普通螺栓，4.8级，M20，长度100mm，全丝根528.00管支座用17螺栓普通螺栓，4.8级，M24，长度160mm，全丝根176.00管箍用18圆钢￠25m325.6019片石m³2900.0020卵石混合料m³334021碎石垫层m³78722钢管桩DN800m495.1826根23土方开挖m³103951：1放坡3、工程特点本工程的特点有水下钢管桩施工水位较深、相对岸边距离较远；水下开槽沉管土方量大、距离长；水下架空管道安装难度大、需要水下开孔及螺栓连接等；水下管道连接采用自制的哈夫卡连接。4、主要施工方案4.1施工部署根据本工程工期的要求及施工现场环境等诸多因素的限制，为确保工程进度，便于施工管理，进行如下部署：(1)项目部组织和部署施工任务，统一思想，统一指挥，统一调度，协调解决施工中各项问题。(2)租赁机动艇，作为水上牵引、交通之用。(3)准备好潜水装具、交直流电焊机，搭设好临时工棚，联系好潜水员。40
某工程水下工程施工方案(4)做好测量仪器的检验和校正工作，为工程质量提供技术保障，现场控制点、控制网提前布设完毕，确定测量方案。(5)进场后，各种船舶尽早到位，保证施工的连续性。(6)材料进场后，尽快按照规格要求进行钢管焊接，按照哈夫卡箍的规格尺寸制作哈夫成品。4.2施工技术准备工作4.2.1施工主要管理人员本工程在项目经理统一组织领导下，由一名项目副经理负责全场的施工组织安排和协调，其主要管理人员名单如下：序号姓名性别职务1**男项目经理2**男常务副经理3**男项目副经理4**男总工程师6**男物设部长7**男工经部长8**男财务部长9**男工程部长4.2.2机械设备计划、人员配置计划主要机械设备计划表序号机械设备名称规格型号数量1汽车吊25t1台2起重船（打桩船）100t1艘3起重船60t1艘4起重船30T1艘5液压抓扬式挖泥船1m31艘40
某工程水下工程施工方案6开底泥驳200m32艘7甲板驳船400t1艘8潜水工作船1艘9潜水设备4套10拖轮300hp1艘11交通艇40hp1艘12电动卷物机5t2台13电动卷扬机1.5t4台14空压机10m3/min1台15高压水泵12kw2台16泥浆泵2台17电焊机2台18水准仪2台19全站仪2台20对讲机10台人员配置计划序号工种人数备注1普工22潜水员4具备潜水员证书3机修工24水上起重工25船工86电焊工4合计204.2.3施工基线的建立40
某工程水下工程施工方案在江边引水管轴线上设置两控制点，在引水管沉管段轴线两端设置两垂直的钢管用于控制水下开挖轴线。在江边漫滩上距离取水头部约500m位置，相对引水管轴线对称设置两测量控制点，两点连线基本垂直引水管轴线，距离约200m，在两控制点设置两台全站仪，采用交汇测量的方法定位钢管桩。4.2.4高程控制点的建立利用甲方提供的高程控制点，转测到施工岸边，打固定桩，并对该桩的高程进行校核计算，达到技术规范以内，然后报请甲方认可，作为施工高程控制点使用。另外，在江边打一水尺，水尺分划刻度至厘米，测出水尺顶标高，用于观测每日水位情况。4.2.5技术交底及培训学习由项目部技术主管向项目成员进行工程实施技术交底工作，让参与施工的骨干心中有底，目标明确，责任落实，使每步工序都周密部署，精心策划，精心施工。在进点前，由项目部组织项目部成员，集中时间，熟读图纸，熟悉施工方案。4.2.6项目部的准备工作(1)对参与施工的机械设备进行检查、维修及保养，使之达到最佳的状态。(2)现场施工场地按照要求平整硬化，合理布置，便道修筑完成。(3)与业主协商办理好水上施工手续，在工作范围内设置好浮标等警示标志。(4)组织水上专业施工队伍，由项目经理部统一领导，全面组织和部署施工任务，统一思想，统一指挥，统一调度，协调解决施工中各项问题。40
某工程水下工程施工方案4.2.7工地现场的准备工作结合施工现场具体条件和工程施工的要求，施工现场总平面布置既要满足各工序的施工作业面，又要考虑它们之间的相互衔接，同时还得兼顾施工用地的效率，以及安全文明施工。项目部于九月底完成便道修筑和场地的平整工作。现场接电由取水泵房埋地一条50mm2电缆线接入。施工场地布置如下图：4.3主要施工内容(1)水下D820钢管桩施打；(2)水下钢管桩桩帽、横梁、管支座施工；(3)架空管道及取水头部喇叭口施工；(4)水下开槽埋管施工；(5)沟槽土方回填及抛石护管施工(6)水下取机头；(7)取水头四周抛石等。4.4主要施工方法4.4.1施工工序：40
某工程水下工程施工方案施工船舶设备进场定位钢管桩、取水管现场拼接打桩船打钢管桩潜水员水下安装桩帽、横梁、管支座挖泥船进场开挖基槽水下取机头潜水员水下基床整平潜水员水下安装抱箍潜水员水下安装取水管管周填卵石料、并回填潜水员水下安装架空段取水管头部、取水管段取水头部四周抛石4.4.2施工船舶进场在办理好各项施工审批程序手续后，起重船、打桩船、甲板驳船、汽车吊同时进入施工现场，汽车吊在岸边协助钢管桩及取水管焊接人员对钢管桩、取水管进行焊接，起重船并将焊接好的钢管桩吊至甲板驳船上将钢管桩和取水管运送到指定位置。驳船运输钢管40
某工程水下工程施工方案4.4.3钢管桩施打(1)D820钢管桩在厂家定制14m一根，在现场拼接至设计长度，另制作送桩器一根，送桩器长15m。送桩器上部和下部各焊接一片法兰，法兰尺寸与振动锤液压夹上的尺寸一致，经检测合格后运至施工现场。(2)打桩船采用起重工程船进行改造，起重船扒杆竖至适当高度，在船艏部位安装简易笼口支架，起重船中钩吊振动锤，振动锤锤身与液压夹之间采用送桩器连接。吊桩时采用两侧付钩吊桩顶的两侧，使桩吊起后桩顶朝上，将桩基本拧直，下部将桩拢进笼口，逐步松下付钩，起中钩，让液压夹可夹住桩顶的被夹板，解主钩吊扣，由两台全站仪采取交叉定位的方法，在测量人员的指挥下移船定位钢管桩的轴线，在桩位及垂直度均满足要求后下桩，稳桩，开振动锤沉桩，必要时拔起重新定位下桩，为便于标高测量控制在钢管桩及送桩器上应用红白油漆标画刻度（或用标尺直接捆绑在送桩器上，或直接捆绑棱镜头），振至标高后在测量人员的指挥下停锤。复核桩位及标高，确实无误后松液压夹，移船再打下一根桩。打桩施工过程中认真填写打桩记录。打桩实景图40
某工程水下工程施工方案（3）定位测量桩位控制采用两台全站仪交叉测量定位，具体方法如下：首先在CAD上绘制每一根钢管桩与两控制点的测量定位图，标注出a、b的角度，然后在两测量控制点分别布置一台全站仪，每台全站仪后视另一控制点，将角度置零后旋转至对应的a、b角，最后固定视角，指挥打桩船将钢管桩移动至两视线切线上，进行定位，并在过程中监控装的位置变化。桩标高测量采用水准仪测量，由于距离较远，无法看到塔尺读数，在钢管桩送桩器上用红白油漆画出刻度线，刻度线间隔5cm，刻度线起点为距离送桩器底端12m处，终点为14m处，并每隔10cm标注刻度值，在打桩时，先计算出钢管桩到位时，送桩器与水面的相对位置，并以此进行钢管桩施打，待接近到位时，采用水准仪精确控制钢管桩的高度，慢打到位。(4)施工中对桩位，垂直度、桩底及桩顶标高等按如下要求控制：桩位允许偏差小于100mm；桩身垂直度偏差小于1%；沉桩后的桩顶标高允许偏差小于±10mm。4.4.4潜水员水下安装桩帽、横梁、管支座40
某工程水下工程施工方案由于钢管桩采用送桩器进行施打，沉桩后的桩顶标高偏差控制在±10mm，在该桩顶上将直接安装桩帽及横梁，不需要在进行二次切割。在打桩船施打钢管桩时，岸边的电焊工将桩帽、横梁、管支座制作好，并将管支座按设计要求固定在横梁上。起重船在取水管轴线上游顺流艏朝下进行定位，首先将在岸边制作的桩帽、横梁及管支座由运输船运至起重船扒杆下，起重吊钩上固定一棱镜，岸边的全站仪对起重吊钩进行测量，水下由潜水员进行探摸，双方配合，将先将桩帽套在钢管桩上，桩帽套好后，再吊装横梁及管制作，由潜水员在水下配合，将横梁固定在装帽上，并对管支座进行复测，确认管支座的位置及支座底标高在设计范围内，将桩帽用对拉螺栓与钢管桩固定，横梁用对拉螺栓与桩帽固定，潜水员解下钢丝绳，再进行下一个的桩帽及横梁的安装。4.4.5取水管道的安装和连接40
某工程水下工程施工方案(1)起重工程船定位：起重工程船进入施工现场后，与长江呈丁字形定位在取水管轴线，工程船艏部朝向岸边，船艏部、船艉部各抛八字锚于江中固定，地锚与卷扬机连接，通过卷扬机的收放来调整控制船体的方向。(2)取水头部喇叭口在岸边与取水管进行焊接拼装成整体后，在取水头部及原水管顶部分别焊接两个吊耳（要注意其重心），以作起吊之用，由汽车吊运至起重船能够吊到的江滩上，再由起重船吊装至甲板驳船上，由甲板驳船运至指定施工位置，交由工程船起吊安装。(3)放线方法：分别在取水头部中心及原水管尾部中心插上一根标杆，陆上用全站仪控制平面位置，控制好中心、轴心。40
某工程水下工程施工方案(4)原水管及取水头水下安装：由工程船用左右钩吊起原水管、取水头；工程船利用绞松锚的方式，并采用浮标或钢丝绳定大方向，将原水管绞到位；陆上用全站仪控制平面位置，控制好中心、轴心，同时派两名潜水员进行水下配合，原水管及取水头下沉到桩架的钢制横梁上的预置的管座上用两根￠25圆钢管箍螺栓固定。格删现场采用￠10钢筋焊接制作与法兰盘连接。取水头部吊装实景图40
某工程水下工程施工方案(5)哈夫接头安装本工程取水管道采用哈夫卡箍连接形式。哈夫卡箍为半合对抱结构，分为上下两片，两片哈夫卡箍采用螺栓水下紧固安装方法。哈夫卡箍与钢管桩之间通过橡胶圈压紧来保证紧密性，哈夫卡箍中间为异型，成凸起状，便于管道接头安装和轴线调整。哈夫卡实物图40
某工程水下工程施工方案40
某工程水下工程施工方案4.4.6挖泥船进行基槽开槽(1)管槽开挖前，在施工基线上放出两条取水管道的中心线控制点，并设立明显的岸上标志。水下管槽开挖时每隔十米左右抛设浮标显示中心线，以作为工作船开挖平面位置定位的依据，并在岸边设置水尺一把，作为开挖时的测量依据。(2)为保证管槽开挖的准确性，施工中应采用全站仪跟踪工作船开挖定位，以保证工作船开挖断面及落点位置准确，从而避免漏挖，欠挖现象、降低复挖率。(3)水下管槽开挖时应根据流速、流态、水位、管槽基层性质，以及施工场地周围建筑物分布情况，以及施工期间水文气象条件等因素，进行综合分析，确定有效快速的施工方法。(4)施工过程采用液压抓扬式挖泥船及开底泥驳对沟槽进行开挖施工，液压抓扬式将挖出来的泥巴放到开底泥驳后，由开底泥驳将泥巴运到由海事部门指定的抛泥点进行弃泥。沟槽挖好后，应测量槽底高程和沟槽横断面，测量间距应根据沟槽开挖方法及地质情况等确定，水下开挖沟槽的允许偏差应符合有关规定，水下管槽开挖应严格控制槽底标高，开挖完成后，经管槽检测，发现超挖时应用碎石填补。（5）基槽开挖允许偏差表序号项目允许偏差（mm）检验方法1槽底高程0，±30用水准仪测量2槽底中宽度不小于规定挂中心线用尺量3沟槽边坡不陡于1：2用坡度尺检验4回填边坡不陡于1：1用坡度尺检验40
某工程水下工程施工方案挖泥船作业图4.4.6沟槽的平整及垫层(1)沟槽的平整沟槽开挖后，应对沟槽底部进行水下平整，水下平整主要是采取高压水枪射流对沟槽凸凹不平的底部进行修整，从而保证达到沟槽的验收及管道安装的需要。挖泥时，要勤测轴线、要勤测水深，防止偏位和超挖或欠挖。以测绳控制开挖底标高，对偏位的要及时纠正，对欠挖的地方要及时进行补挖(2)垫层沟槽平整完成的同时，抛碎石找平层，垫层厚度30cm，使管道在江床受力更趋合理，找平垫层碎石粒径为20-40mm。具体工艺流程如下：民船备料运抵现场移船均匀控制投料水下抄平沟槽找平须由潜水员水下操作逐一完成。同时在每道距离管道接口1m40
某工程水下工程施工方案的位置放置袋装碎石，通过潜水员指挥控制碎石袋的填充度调整管道的高度，保证前后两道钢管基本在一水平线上，便于哈夫连接安装。潜水员作业图4.4.7取水管沉放D1620钢管取水管材采用Q235-A级钢材，长度14米一根，沉管段采用42m一根，现场焊接。钢制零部件均采用Q235-B级钢材，螺栓采用4.8级普通螺栓，焊条采用E43型。钢制零部件所有钢制构件、管道及金属设备焊接完成后需进行防腐处理，内涂料采用IPN8710系列高分子防腐涂料衬涂，外防腐采用环氧沥青衬涂，内外防腐（二油）一层底漆两层面漆，总厚度不小于0.14mm。施工时严格遵守《化工设备管道防腐施工及验收规范》和《给排水管道工程施工及验收规范》，防腐由厂家直接制作。(1)管道焊接1）首先安排施焊人员二人同时进行，施焊位置应相应对称进行（即左右和上下对称）40
某工程水下工程施工方案2）最低点和最高点位置先焊一段，随即在中径左右位置也焊一段焊缝3）将全环缝完全焊一层焊道。随后对称性分层焊满。4）全部采用二氧化碳方式进行焊丝直径φ1.2有药芯的焊丝。5）外环缝（或者内环缝）焊接完后应在反位置进行清根（可用角磨机或者碳弧气刨方式进行。如用后者方式，则刨后需磨掉氧化物）。清根要求需达到见到焊道出白。6）每完成一层焊道后应清理飞溅物及处理缺陷。如出现的凹坑（此缺陷不处理会影响下一层焊的质量（会出现焊后焊缝有气孔）或出现焊缝与母材间熔合不进紧密性的现象。焊缝的质量要求项目技术要求外观不得有熔化金属流到焊缝外未熔化的母材上，焊缝和热影响区表面不得有裂纹、气孔、弧坑和灰渣等缺陷；表面光顺、均匀，焊道与母材应平缓过渡宽度应焊出坡口边缘2~3mm表面余高应小于或等于1+0.2倍坡口缘宽度，且不应大于4mm咬边深度应小于或等于0.5mm，焊缝两侧咬边总长不得超过焊缝长度的10%，且连续长不应大于100mm错边应小于或等到于0.2t，且不应大于2mm未焊满不允许(1)管道沉放在沟槽开挖完成，并由潜水员在水下整平后，起重船在沟槽上游定位，将焊接结束、验收合格的取水管由甲板驳船运到起重船前，每根42m钢管设置3个吊耳，两端各中部各布设一个，起重船放下吊钩，用三40
某工程水下工程施工方案根钢丝绳将取水管与吊钩连接，起重船慢慢收钩，将取水管吊起后，在取水管的两端中部各焊一根钢管（亦可直接把全站仪架设在管道轴线上观察钢丝绳是否在管道轴线上），钢管长度在取水管下沉到位后能够伸出水面，在钢管上部各架设一部棱镜，起重船吊钩慢慢下放，岸上的全站仪观察棱镜，水下潜水员配合，将取水管按要求沉放到位后，由全站仪通过钢丝绳对取水管进行复测，同时潜水员在水下对取水管进行探摸，确认到位后，潜水员在水下将起吊用的钢丝绳子解开，取水管与取水管之间由潜水员在水下用土工布将接口处包箍后，再用哈呋进行连接。取水管吊运4.4.8管周填卵石料、土方回填取水管沉放到位后，液压抓扬式挖泥船进入现场，在取水沉管上游进行抛锚，由岸上的全站仪对挖泥船进行定位，使挖泥船刚好定位在取水管的上方，用民船将卵石料运到挖泥船边，由挖泥船上的抓斗将卵石料抓起后，放入沟槽，使管道之间密实后，再用开底泥驳运泥沙至取水管道上方进行抛填，由潜水员对水下回填情况进行摸测，调整回填的部位和方量，使沟槽恢复到原始河床标高。4.4.9取水头部四周抛石40
某工程水下工程施工方案水下抛填护管块石、碎石的货源用水上运输船组织，现场配置定位船抛锚停泊在取水管轴线上定位，按照该泊船区域应抛石数量指挥石料船停靠定位船向水下抛填。水下抛石采用旋转扒杆起重船进行施工，块石在采石场装船前装在网兜内，再用吊车装至400T驳船上运至施工现场，用吊车将块石吊沉至水底后抛掉；抛填碎石宜采用导管抛填，潜水员水下配合，避免出现抛填过高或过低现象。按照设计要求，水下抛填应分步进行。第一步：打桩及横梁安装结束后，先抛填管底的碎石垫层及管底块石。第二步：待取水头部安装结束后，抛碎石于管周。第三步：抛填管周及管顶的护管块石。每一步抛石结束后，均需由潜水员对抛石按照设计要求进行理坡，水上用测杆测量配合，特别是对敷管基槽及取水头基床进行水下理坡时，需逐根检查并清除横梁留有的块石或碎石，抛石的标高不得高出管底标高，对碎石坡面由潜水员按要求整理至设计要求的斜坡。4.4.10水下取顶管机头顶管结束后，由全站仪准确定位机头位置，先采用水下开挖挖出机头，机头底部1m的基底需清理完毕，便于水下切割及顶管段和沉管段的管道连接。机头切割前取水泵房的阀门井闸阀需安装完毕，避免江水倒灌，保证施工安全。切割机头前，首先由操作人员在管道中把两节机头连接的卡子切割完毕，由潜水员水下指挥起重船先吊出第一个机头，使江水灌入顶管的管段中，管道保持内外压力平衡，然后潜水员按照预先在机头和钢管连接处焊接的一圈钢筋箍切割完毕，吊出水面。4.4.11竣工验收沟槽40
某工程水下工程施工方案埋管及架空管安装结束后，首先由潜水员沿取水管从江心侧往岸边进行探摸测量，在探摸测量过程中，要重点对管支座、抱箍、哈呋连接的螺栓进行探摸测量，确保每一根螺栓都按要求拧到位，同时对管道连接处进行测量，哈呋连接是否牢固，确保取水管在运行中，不会从管道连接处有沙进入取水管，在确认都按要求安装完毕后，通知业主对该工程进行整体验收。5、施工进度计划及控制措施5.1施工进度计划计划2013年12月1开工，2014年4月20号完工。总工期118天。其中2014年1月26日到2月15日为过年放假期间。施工准备5天；钢管桩焊接、施打20天；桩帽、横梁、管支座安装10天；架空管及取水头部喇叭口施工30天；水下开挖，平整及沉管施工38天；沟槽回填、抛石护管及取水头部抛石护坡10天；水下取机头5天。任务名称工期开始时间完成时间施工准备5天2013年12月1日2013年12月5日钢管桩施打20天2013年12月6日2013年12月25日桩帽、横梁、管支座施工10天2013年12月26日2014年1月4日架空管及取水头部施工30天2014年1月5日2014年2月25日水下开挖及沉管施工38天2014年2月26日2014年4月5日抛石及回填土护管施工10天2014年4月6日2014年4月15日水下取机头5天2014年4月16日2014年4月20日5.2控制措施(1)严格制定工期计划，层层交底，层层落实，层层把关。当天的工作计划当天完成，否则，要在次日追赶回来。(2)把工期计划进行细化，制订出周计划，半月计划，并将此与工序施工对应起来，通过实施，找出差距，随后在项目部例会中总结，在作业队进行推广。(3)把工期的落实与经济奖罚挂钩，实行激励机制，调动施工人员的积极性。40
某工程水下工程施工方案6、施工技术、质量、安全、文明措施6.1技术管理措施(1)编制切实可行的专项方案。报公司审批的同时报监理工程师审批。在临理工程师审批以后即可据以施工。施工组织设计一经审批以后，不得轻易随意更改。(2)严格按施工程序办事，全面落实施工技术交底工作。(3)施工交底工程开工前，由项目部经理或技术负责人向全体职工进行施工全面交底，交底的内容有：1)工程概况简述；2)施工总进度计划安排（包括甲方的要求）；3)工程的关键所在及施工方法；4)质量目标要求及重大施工的技术措施等。(4)班组交底施工前由技术人员向工人交底，应讲明：1)具体任务和进度计划要求；2)施工方法和质量标准；3)技术安全操作规程和施工先后顺序；4)工序交接办法及注意事项等。（5)贯彻以防为主，自检为主，防检结合的质量管理方针。施工前有专项技术人员下达质量标准、检查方法、记录格式。施工中保存好原始记录和检查记录，定时上交保存，作为竣工资料之一。(6)隐蔽工程出自检查外，还应及时请监理工程师检验验收、签字。每完一项工程，要填检查验收资料，做到工程竣工资料齐全。(7)40
某工程水下工程施工方案项目部每月底抽一天时间组织有关人员对技术组、测量组等部门、班组进行工作检查，并着重于原始资料的检查，以防竣工时资料不全等现象出现。(8)技术人员学习公司《施工技术管理办法》和《质量管理办法》，应用到工程施工中去。(9)测量平面控制网点和工程控制点定期进行复测，发现问题及时修正。(10)项目部技术负责人组织有关工种人员认真学习，熟悉施工图纸，了解设计意图，组织参加设计交底会。6.2质量管理措施6.2.1工程质量目标严格按照规范、标准进行施工、检查、验收以及质量评定等活动；工程质量一次验收合格率100%。（附表一质量保证体系）6.2.2组织措施(1)项目部成立质量管理领导小组，负责制定本工程质量管理方针目标，认真贯彻执行“质量第一”按国家和上级机关有关的政策、规定和办法，抓好全体职工的质量意识教育，推选全面质量管理。(2)项目部组建质量、资料科，配备质检员、资料员，制定质量工程计划，对职工进行“百年大计，质量第一”的教育，使提高工程质量成为每个职工的自觉行动，并以主人的精神积极开展创优活动，督促检查班执行“三检”制。全面负责工程原始记录的收集整理工作和工程质量检查难收工作。(3)生产组设立兼职质量员一名，协助班组长搞好本班组的自检互检工作。6.2.3施工阶段的保质措施(1)贯彻“管生产必须管质量，谁施工谁负责量”的原则。(2)40
某工程水下工程施工方案项目技术负责人召集技术员、班组长、工段长认真学习图纸，吃透施工图中技术要求和各种验收规范、规程、技术标准。参加设计交底和图纸会审。对施工图中的问题及时写工程联系单。并及时送达有关工程和班组，以防出现差错。(3)每道工序完工，必须经自检、互检合格以后，交监理工程师签认，方准进行下道工序的施工。严格执行“三检”制。(4)各分项工程施工前进行技术交底时，一定要有质量标准，杜绝盲目施工，无标准的情况出现。(5)电焊的工人应持有上岗证，没有经有关部门的考核，无上岗操作合格证的焊工不得施焊。(6)定期组织工人学习操作规程，开展劳动竞赛的技能的比试，提高他们的操作技能。开展职工道德教育活动，把“质量第一”思想和“为用户负责”的精神落到行动上。(7)切实加强工程质量的监督和管理，实行质量否决权制度。对有不认真执行国家标准规范，粗制滥造、玩所职守，有章不循的人要严肃处理，要运用法律，经济和必要行政手段实施综合治理。(8)对质量较难控制的工序和部位设立质量控制点，重点进行质量监控。(9)质量检查标准以设计图要求、技术规范的规定，市政工程质量评定标准和其他有关规范为准。(10)隐蔽工程必须进行隐蔽工程验收。施工单位自验合格后请监理工程师验收。(11)一旦发现质量问题，要认真按照“三不放过”的原则时行处理。6.3安全管理措施6.3.1安全保障体系(见附表二安全保证体系）6.3.2目标(1)方针：安全第一，预防为主，科学管理，狠抓落实。(2)目标：杜绝死亡和重伤事故的发生，杜绝设备、火灾、爆炸事故。40
某工程水下工程施工方案(3)施工现场安全检查达到《建筑施工安全检查标准》（JGJ59-2011)合格标准。(4)争创安全标准文明工地。6.4安全保证措施6.4.1施工用电6.4.1.1现场照明(1)一般场所采用220V电压。危险、潮湿场所和金属容器内的照明及手持照明灯具，应采用符合要求的安全电压；(2)照明导线应用绝缘子固定。严禁使用花线或塑料胶质线。导线不得随地拖拉或绑在脚手架上；(3)照明灯具的金属外壳必须接地或接零。单相加路内的照明开关箱必须装设漏电保护器；(4)照明灯具，室外距离地面不得低于3m，室内地面不得低于2.4m。磺钨灯固定架设，保证安全。纳、铊、甸等金属卤化物灯具的安装高度宜在5m以上。灯线不得靠近灯具表面。6.4.1.2电箱（配电箱、开关箱）(1)电箱应有门、锁、色标和统一编号；(2)电箱内开关电器必须完整无损，接线正确。各类接触装置灵敏可靠，绝缘好。无积灰、杂物，箱体不得歪斜；(3)电箱安装高度和绝缘材料等均应符合规定；(4)电箱内应设置漏电保护器，选用合理的额定漏动作电流进行分极配合；(5)配电箱应设总熔丝、分熔丝、分开关。零排地排齐全。动力和照明分别调协；(6)配电箱的开关电器应与配电线或开关箱一一对就配合，作分路设置，以确保专路专控；总开关电器与分开关电器的额定值、动作整定值相适应。熔丝应和用电设备的实际负荷相匹配；(7)金属外壳电箱应作接地或接零保护；40
某工程水下工程施工方案(8)开关箱与用电设备实行一机一闸一保险；(9)同一移动开关箱严禁有380V和220V两种电压等级。6.4.1.3接地接零(1)接地体可用角钢、圆钢或风管，但不得用螺纹钢，其截面不小于48mm2，一组2根接地之间间距不小于2.5m，入土深度不小于2m，接地电阴应符合规定；(2)橡皮线中黑色或绿/黄双色线作为接地线。与电气设备相连接的接地或接零线截面最小不能低于2.5mm2多股铜芯线；手持式用电设备应采用不小于1.5mm2多股铜芯线；6.4.1.4水上用电注意事项(1)将电气设备不带电的金属外壳做接地保护和接零保护。 (2)设置漏电保护器 一是施工现场的总配电箱和开关箱应至少设置两级漏电保护器，而且两级漏电保护器的额定漏电动作电流和额定漏电动作时间应作合理配合，使之具有分级保护的功能；二是开关箱中必须设置漏电保护器，施工现场所有用电设备，除作保护接零外，必须在设备负荷线的首端处安装漏电保护器；三是漏电保护器应装设在配电箱电源隔离开关的负荷侧和开关箱电源隔离开关的负荷侧。 (3)开关箱应由末级分配电箱配电。开关箱内应一机一闸，每台用电设备应有自己的开关箱，严禁用一个开关电器直接控制两台及以上的用电设备。 (4)总配电箱应设在靠近电源的地方，分配电箱应装设在用电设备或负荷相对集中的地区。开关箱与其控制的固定式用电设备的水平距离不宜超过3m。 (5)40
某工程水下工程施工方案配电箱、开关箱应装设在干燥、通风及常温场所。配电箱、开关箱周围应有足够两人同时工作的空间，其周围不得堆放任何有碍操作、维修的物品。 (6)配电箱、开关箱安装要端正、牢固，移动式的箱体应装设在坚固的支架上。(7)配电箱、开关箱中导线的进线口和出线口应设在箱体下底面，严禁设在箱体的上顶面、侧面、后面或箱门处6.4.2中小型机具(1)手持电动机具1)必须单独安装漏电保护器；2)防护罩壳齐全有效；3)包壳必须有效接地或接零；4）橡皮电线不得破损。(2)电焊机1)有可靠的防雨措施；2)一、二、次线（电源、龙头）接线处应有齐全的防护罩，二次线应使用线鼻子；3)有良好的接地或接零保护；4)配线不得乱拉乱搭，焊把绝缘良好。(3)气瓶1)各类气瓶应有明显色标和防震圈，并不得在露天曝晒；2)乙炔气瓶与氧气瓶距离应大于5m；3)乙炔气瓶在使用时必须装回火防止器；4)皮管应用夹头紧固；5)操作人员应持有效证件上岗操作。(4)水泵1)电源线不得破损；2)有良好的接零保护装置；3)应单独安装漏电保护器灵敏可靠。6.4.3水上施工40
某工程水下工程施工方案(1)水上施工在开工前应报告当地海事部门，并办理《水上水下施工作业许可证》及发布《航行通告》。(2)工程船舶必须持有有效适航证书，船员必须持有有效适任证书，做好进出港签证手续，并配合好海事部门的定期安检工作。施工所使用的船只应经船检部门检测合格后方可使用。(3)工程船舶上的走道和两侧必须设置栏杆，运输船舶之间的空隙须铺脚手板或挂安全防护网防止作业人员落水。水上施工应设专用救生船，并派人值班。作业点处必须配备足够救生圈、救生衣等救生器材及灭火器材。(4)工程船舶必须在明显处昼夜显示规定的号灯、号型，保证自身及通航船舶的安全。(5)水上施工作业期间配备有效的通信设备，安排专人值班守听高频，注意附近水域通航船舶动态，使用喇叭或高频提醒过往船舶安全通过。(6)工程船舶施工作业前应了解作业区域的水深、流速、河床地质等有关情况，为船舶行驶、抛锚、定位做好安全准备工作。(7)牵引或旁侧拖带作业船只时，严禁超载、超负荷，船体连接时必须稳定牢固，牵引或拖带用的钢丝绳必须连接牢固。(8)作业船只定位船抛锚、就位时应保持船体稳定，锚链滚滑附近不得站人，锚碇后应在涉及航域范围内设置警示标志。(9)船只靠岸后应搭设跳板、扶手或安全护网，经踏试稳定牢固，方可上下人或装卸货物。(10)大马力拖轮除了为工程驳船拖航外，主要还担任失控船舶的应急救援任务，拖轮的船员数量必须满足最低配员要求，机械设备处于完好状态，24小时值班待命，高频24小时派人值守。(11)船只操作驾驶人员应持证上岗，要了解、熟悉作业区情况，并熟知本机船的动力设备和管系的布置、安装、修理方法、技术要求，做到操作熟练，发现故障做到及时排除。40
某工程水下工程施工方案(12)水上施工人员必须穿好救生衣，戴好安全帽，有高空作业的人员必须系好安全带。船员必须督促作业人员佩戴好安全防护用品，没有的一律不得上船。(13)交通船要有定员，并不准超员。乘坐人员必须听从船员指挥，不得强行上船。船到位后，必须靠稳栓牢方可上下。不得抢上抢下或船未靠稳就跳船。6.5文明施工管理(1)明确划分项目部各人员的责任制，使其在施工过程中履行自己的责任和义务。项目经理是安全第一责任人，负责安全生产的直接责任。项目部必须按照现场施工环境，配备具有经验的相应安全员人数。定期对其进行考核.(2)在施工过程中，自觉地形成环保意识，要创造良好的生产工作环境，最大限度地减少施工所产生的噪声与环境污染，本次参与施工的设备噪音均控制在国家允许的范围内。(3)我公司进入现场后，项目经理部将成立“创建文明工地领导小组”，设专人进行管理，并制定切实可行的文明工地管理措施，同时利用职权经济杠杆手段进行层层落实。(4)区分生产区、生活区的区域，各功能相互衔接，又相互独立，保证现场井井有条。(5)认真搞好场容场貌，进场材料堆放规范化。(6)施工生产区域临时用电、用水将设置专人管理，不得长流水、长明灯。(7)生活区的临时用水、用电设专人管理。(8)要经常保持办公室、食堂、宿舍及其周围地区的清洁。(9)所有现场人员统一穿戴劳动服，工人一律戴安全帽。(10)按要求搞好食堂宿舍的卫生管理，防止食物中毒，保证饮用水卫生，宿舍内要设施完备，窗明地净。7、环境保护措施40
某工程水下工程施工方案随着社会的发展，工业现代化程度越来越高，我们所赖以生存的环境资源所受到的破环也越来越大。施工工地本身就是一个较大的污染源，如果在施工过程中不加以防止和治理，将对周围环境和生态平衡造成一定程度的影响。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对待环保工作，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。对机械设备废弃物的管理，加强废弃物的回收管理制度。在维修或保养机械的过程中严格执行废弃物回收制度，对维修或保养机械过程中产生的废机油、废手套、废棉纱等废弃物，指定专人负责回收，并设立收集废弃物的专门容器我们的目的：开展环境保护活动，使环境污染减少到最低程度。7.1影响环境的因素分析(1)施工船舶抛弃的废水、废油对长江的污染。(2)施工现场产生的粉尘污染。7.2环境保护措施7.2.1水环境保护(1)保护标准施工废污水排放执行《污水综合排放标准》（GB8978—96）一级标准。(2)污染源施工期间，工程影响水质的因素主要是生活污水。(3)保护措施1)．生活用水现场施工人员产生的生活污水集中排放，不另采用专门处理措施处理。2)．其它保护措施40
某工程水下工程施工方案施工用船舶要经常进行检查和维修，减免船舶油性废水对水质的影响。7.2.2、人群健康保护(1)保护目标和要求加强和完善流行病、传染病疫情监测报告，预防和控制重点传染病。加强卫生监督管理，改善卫生状况，预防和控制水传染病及食物中毒。及时处理突发事件。(2)污染源施工期间，对人群健康的影响因素主要体现在施工场地的卫生状况、食品卫生状况、施工人员居住等方面。(3)保护措施1)施工区卫生清理在施工人群活动较频繁的作业区和临时的人群居留地，采用鼠夹法和毒饵法进行灭鼠工作。2)施工现场卫生设施设置在办公生活区配置垃圾容器，及时清运，集中处理。3)食品卫生及食物中毒的预防处理食堂环境应清洁整齐，配备防蝇、防鼠、防尘、防蟑螂的设施或药品；应有洗涤、污水排放、存放垃圾的设备；发生食物中毒，及时向卫生防疫部门报告，做好食物中毒的调查与治疗。4)疏浚土必须按有关部门规定、要求抛至指定抛泥区内，抛填区设置临时灯浮标志，并负责抛泥区内的现场管理工作，应严格按国家河道局规定的区域进行抛泥5)为确保减少挖泥对周边环境的污染，促进文明施工，疏浚时尽可能选在涨潮时开挖，减少泥土的扩散流失。同时，在开挖过程中及时通知海管区工作人员对淤泥进行检测，以防有反射性物质对海域周边的影响。8、施工组织机构40
某工程水下工程施工方案为保质保量完成本工程的施工，我项目部组织专业的水下工程施工队。本工程的质量目标是达到合格标准，争创优良样板工程。抓质量靠管理，质量的好坏靠管理班子的管理能力和水平，同时也靠工程及技术人员的责任感，靠施工队负者人的责任心。抓质量要有狠心，不讲情面一抓到底，才能见成效完成奋斗目标。9、潜水员安全保证措施(1)选派潜水技术熟练，身体素质好，施工经验丰富的潜水员充实施工队伍。(2)能在水面做到的工作，绝不留在水下去完成，减少潜水作业的时间，让潜水员保持充分体力。(3)挑选一支水工施工经验丰富的人员，施工时与潜水员密切配合，减少因人为因素造成潜水事故的发生。(4)潜水员应定期检查身体、潜水作业时报告自身身体状况，并做好潜水记录，在潜水员身体状况不佳的情况下，不要安排下水。(5)潜水现场应用至少两套以上潜水装备，如出现问题，可派另一名潜水员入水协助解决。(6)潜水员着装前，应检查潜水装备，发现问题及时解决，入水应进行气密检查，潜水装备还做压力试验。(7)工程施工安排应尽量避开水位高，水流急时进行潜水作业，如水流超过潜水承受能力的情况下，应停止潜水作业。10、施工中危险源的分析及预防措施在水上正常施工中，对于一些突发性的事故预防工作是施工中的一个重要环节，是保证工程能否顺利进行的关键，本工程施工中主要可能发生以下突发事故：(1)大型构件安装时，工程船走锚或者锚缆钢丝绳断裂，或者吊索钢丝绳断裂，发生事故。(240
某工程水下工程施工方案)切割工具管前顶管内没有全部注满水，切割时将潜水员手臂吸在管壁上，发生潜水员身体伤害事故。(3)受大风等影响工程船舶发生海损事故。针对以上可能发生的突发事故，必须以“安全第一、预防为主、综合治理”的原则做好对突发事故的预防工作。具体预防措施如下：1)每项大型作业前要制定严格的安全细则，并做好安全交底纪录；2)严格执行安全生产六大纪律，坚持“十不吊”，严格遵守水上施工操作规程；3)各种索具、锚、锚缆要有足够的安全系数，各种构件吊装不能超载和违章施吊；4)现场配置300HP的拖轮一艘，以作应急之用。5)潜水员水下作业时，应按公司有关规定，值班人员不得擅离岗位，随时与潜水员保持联系。每艘潜水作业船上，潜水设备不得少于两套，以便实施紧急情况下水救护。水下切割工具头时，先在管端两侧割10cm×10cm小孔，以保证顶管内全部注满水后，再进行工具头切割。切割小孔时派有经验的潜水员实施，以防顶管段进水时水流速度过快，将潜水员手臂吸在管壁上。6)施工应特别注意气象预报的收听、记录，指定专人负责，健全水上施工安全网络。水上作业在6级风时应停止待命，阵风7-8级以上，撤离施工水域，并至避风锚地避风。建立通讯网络，保证通讯畅通，同时保持与当地海事部门联系，以便及时取得援助与指导。40
某工程水下工程施工方案附表1：质量保证体系图项目经理常务副经理项目安全总监项目副经理项目总工程师安全质量部实验分室物资设备部工程技术部1、按施工技术部门提出的要求，供应有合格证书、符合质量标准的材料，构件和配件；2、严格材料的验收、存储、保管制度；3、做好机具设备的管理、使用、保养、和维修工作。1、认真贯彻执行国家、地方工程质量的法令和各项规章制度，进行施工全过程质量监督检查；2、向广大干部、职工进行工程质量的宣传教育、提高质量意识；3、参加施工组织设计、施工方案、三新等有关质量的审查鉴定工作、并监督落实；4、参加质量事故调查；5、参加定期工程质量大检查，对存在的问题、提出整改意见，督促施工单位采取措施纠正；6、督促检查在创优工程中的质量工作；7、总结、推广质量先进单位的创优经验。1、坚持“质量第一”方针，切实保证公正的、科学的和准确的开展检测工作，为质量管理提供试验检测资料；2、负责项目部计量设备的管理和质量检测设备的管理，确保计量设备和质量检测设备的完好；3、对工程项目质量的检测数据负责，按照有关的技术标准、规程、质量计划、程序文件进行检查、实验工作。1、及时认真进行设计图纸的审查；2、编制各种指导性、实施性的施工组织设计；3、全面地进行技术交底；4、对测量结果进行复核；5、积极推广和采用新技术、新方法、新工艺、新设备，提高工程质量；6、认真进行质量检查、确保技术交底落实到位。水源工程施工队40
某工程水下工程施工方案附表2：安全（文明环保）保证体系项目经理常务副经理项目安全总监项目副经理项目总工程师财务部物资设备部办公室安全质量部工程部1、及时的拨付有关的安全生产经费，为安全生产工作的开展提供资金的保证；2、负责监督各单位劳动保护、安全措施费、安全奖励资金的正确使用；3、对安全措施费的实际支出情况，按规定建立财务账项，并在财务结算中予以反映，并定期进行分析；4、负责协助办理事故罚款的缴费等事宜。1、根据生产技术要求和物资供应计划、供应符合标准的材料；2、负责危险用品的安全运输和建库、并建立火工品相关管理制度；3、负责防护、防寒用品的申请、保管和发放；4、对有害物品使用进行安全告知，确定使用范围；5、定期与不定期对单位的设施，特别是爆破器材、易燃易爆品库，进行安全检查，发现问题及时处理，必要时会同保卫、安监等部门共同解决。1、负责安全生产相关文件、信息、资料的初步辨识，及时呈送主管领导批示；2、组织公司大型安全生产会议的会务工作，起草公司主要领导讲话；3、负责公司车队交通安全管理，保证安全行车；4、受领导指派，参加事故调查与处理工作1、组织、指导公司安全生产工作的展开、组织编制安全监督管理工作的有关办法、制度、细则、措施，并监督执行;2、定期分析安全生产形势、提出安全监督工作要点；3、组织开展定期、不定期、季节性安全检查，对发现的事故隐患提出整改要求，并督促执行；4、负责安委会、标准化及其他各类安全生产活动的开展；5、参加安全技术方案审定，参加事故调查报告处理。1.通过科技进步、不断提高生产安全技术性能；2、开发“四新”技术同时，制定具有针对性的安全操作规程、技术措施；3、建设工程项目要做到“三同时”4、审核项目施组的合理性、可操作性；参加重大安全问题的专题会；5、深入施工现场，参加公司安全质量检查，及时报告重大安全质量问题及参加事故报告处理。水源工程施工队40
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某工程水下工程施工方案40'
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