大炼油配套成品油管道工程施工组织设计方案.docx

大炼油配套成品油管道工程施工组织设计方案.docx

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大炼油配套成品油管道工程施工组织设计方案

x大炼油配套成品油管道工程

（第Ⅴ标段）

施工组织设计

xxx建筑安装工程公司

摘要······································································································································4

对业主特别关注的问题的说明··························································································6

第一章编制依据················································································································18

第二章工程概况················································································································19

第三章施工部署················································································································23

1.项目组织机构···············································································································23

2.施工人员配备表···········································································································24

3.施工任务分配···············································································································25

第四章工程施工方案········································································································26

1.平原、河谷、浅丘陵地段线路施工措施···································································26

2.穿越工程施工措施·······································································································58

2.1.无套管大开挖穿越公路施工措施··········································································58

2.2.有套管大开挖穿越公路施工措施（只考虑套管穿越）······································59

2.3.顶管穿越施工措施··································································································60

2.4.穿芯管施工措施······································································································65

2.5.大开挖穿越河流施工措施（有水河流，包括藕塘）··········································67

2.6.大开挖穿越河流施工措施（无水河流、沟渠）··················································70

2.7.穿越地下管道、线缆施工措施··············································································71

3.光缆施工措施···············································································································72

4.阴极保护施工措施·······································································································80

5.管道三桩安装施工措施·······························································································84

6.固定墩施工措施···········································································································85

7.水工保护工程施工措施·······························································································86

8.地貌恢复施工措施·······································································································89

9.阀室施工措施···············································································································90

第五章施工准备工作········································································································98

第六章施工进度计划·······································································································100

第七章各项资源需要量计划···························································································101

1.劳动力需要量计划······································································································101

2.主要材料、设备和预制加工产品需要量计划··························································102

3.项目部各施工（机组）队主要施工设备、机具配置计划······································102

4.主要施工设备、机具及材料需要计划······································································104

5.主要施工设备、机具进场计划··················································································106

6.主要施工机械一览表··································································································108

第八章质量保证体系及HSE管理措施·········································································111

第九章工期保证措施·······································································································141

第十章冬雨季施工措施···································································································145

第十一章材料、设备的接、检、保、运措施·······························································147

第十二章成本降低措施···································································································150

第十三章信息及文控管理措施·······················································································152

第十四章主要技术经济指标···························································································154

第十五章施工平面布置图·······························································································155

第十六章采用的法律、法规及施工标准、规范目录···················································156

附图一：

施工运行横道图·································································································159

附图二：

施工运行网络图·································································································160

附图三：

施工总平面布置图·····························································································161

附图四：

施工现场临设平面布置图·················································································162

摘要

在本施工组织设计中，我们首先对业主特别关注的12个问题着重进行了说明。

本施工组织设计的施工部署主要贯彻ISO9001∶2000质量管理体系和公司压力管道安装质量管理体系，履行合同义务和施工质量标准，加强工序控制，服从并配合业主与监理的施工管理，确保安全、优质、高效、按期完成施工任务，特成立x大炼油配套成品油管道工程（第Ⅴ标段）项目部，项目部共设经理部、生产技术部、质量安全部、经营与后勤部及10个施工队（组）。

Ⅴ标段地形为平原，交通方便，利于集中流水作业，为了适应这一施工特点，该线路施工由项目部负责协调整个工程的施工管理，分设10个队（组）。

分别是3个安装机组、1个对外关系协调组、1个弯管制作组、1个运布管组、1个管道穿跨越队、1个光缆施工队、1个防腐补口队、1个线路综合施工队。

施工任务划分简述：

对外关系协调组负责处理本标段征租地、地方关系协调、报批报建及其它需协调处理的特殊问题；弯管制作组负责全线冷弯管的制作；运布管组负责全线的直管和弯管的拉运以及布管任务；安装机组负责管道清管、清口、组焊、下沟等施工任务；管道穿跨越队负责公路、河流、铁路的穿跨越施工任务；光缆施工队负责本标段的光缆敷设调试施工任务；防腐补口队负责管线的补口补伤工作；线路综合施工队负责测量放线、清障扫线、修筑施工便道、管沟开挖及回填、截断阀室、水工保护、固定墩制作、三桩制作及埋设、分段试压及地貌恢复等工作。

项目部全面负责生产协调管理及交工验收等工作。

本标段管道线路实长70km，主材采用Φ457×7.9的螺旋缝埋弧焊钢管，特殊区段采用Φ457×9.5的直缝埋弧焊钢管。

计划总施工工期为180天，关键工程为组对焊接与分段试压，管道主体组对焊接时间为145天，分段试压时间为30天。

同时绘制了工期横道图、网络图和施工总平面布置图。

本施工组织设计对施工人员进行了配置，制定了劳动力需要量计划，全标段共配置焊工34人，管工14人，起重工8人，测量工2人，防腐补口工10人，光缆熔接工4人，设备操作手28人等各类技工148人，力工在当地雇用。

组织设计对施工机具设备进行了配置与安排，制定了施工（机组）队主要施工设备、机具配置计划；主要施工设备、机具及材料需要计划；主要施工机具进场计划及主要施工机械一览表。

全标段主要机具、设备配置为：

吊管机10台、吊车7台、内对口器4台、外对口器4套、林肯焊机34台、熔接机2台、移动电站6台、自控电焊条烘干箱4台、弯管机1台、混凝土搅拌机1台、挖掘机7台、装载机2台、顶管机2台、压力天平2台等共计296台（套）。

本施工组织设计的施工方案部分包括平原、河谷、浅丘陵地段线路施工措施；穿越工程施工措施（含大开挖穿越公路施工措施；顶管穿越施工措施；穿芯管施工措施；大开挖穿越河流施工方案和穿越地下管道、线缆施工措施）；光缆施工措施；阴极保护施工措施；管道三桩安装施工措施、固定墩施工措施、水工保护工程施工措施、地貌恢复施工措施和阀室施工措施等9部分施工措施。

本施工组织设计还制定了质量保证体系和HSE管理措施，明确了质量目标和HSE管理目标。

除上述主要内容外，对招标文件所要求的施工组织设计的其它主要内容，我们也一一进行了陈述。

对业主特别关注的问题的说明

一、如何组织强有力的管理机构和施工队伍，确保从项目管理到施工质量能满足现场的需要

选派有经验的项目经理：

项目经理是一个项目组织管理成功与否的关键，我单位拟选派有丰富经验的、在多项工程中成功组织过工程的一级项目经理担任本项目的项目经理，并且给他宽松的政策、充分的自主和有力的经济技术支持。

在公司范围内选派管理人员：

由于我公司近期外部市场较少，公司内大量的技术质量管理人员又经过了半年的送出、引进的培训，在素质上有大幅度的提高，公司的管理机制是统一管理，择优选用，也为组织强有力的管理机构提供了可能。

可以保证选派上的人员都是优中之优的人员。

在全公司内选派施工机组和施工机具。

我公司的施工机组都是成建制的整体机组，在公司整体工作量不饱满的情况下，首先选中的机组肯定是实力最强的机组，设备也会是最好的设备。

确保从项目管理到施工质量能满足现场的需要。

二、如何采取有效的施工和管理措施，保证管道施工过程中，管道内的清洁度

从源头做起，首先保证管子的堆放场地标准规范，杜绝因下雨等引起的泥沙流进管子，保证进入组对现场的管子是洁净的。

严格工序，责任到人：

为保证清管工作有成果，清管工作必须责任到人，检查、清理、记录等都始终由专人负责，并要求最后投产不成功他要负主要责任。

在管道组对前要认真检查管道内是否有石块、泥土、其它杂物及管道内壁锈蚀情况，及时用清管器清扫。

清管器采用自制轻便型胶皮清管器（不同于清管球），清管器采用人工拖拽的方式进行管内清洁，清管器两端的圆形板是由钢板夹带的硬质胶皮组成，其中一端同时安装一幅薄形钢丝刷，硬质胶皮与钢丝刷通过管道的过盈量为2～4%，分别清理管道内的泥沙石水和管材内表面浮锈，从而在管道组焊前确保管内无杂物。

对管道内壁锈蚀严重的管材，我们先检查管内的锈蚀程度，锈蚀严重的不符合标准规范的管材，绝对不让它流入本工程内；对管内锈蚀轻微的管材，我们采用清管器进行多遍清理，直到锈斑清理干净达到标准要求为至，从而保障管内清洁度。

若管材受潮湿气候影响且露天放置时间较长而引起管内锈蚀严重的，就应增加清管次数，尽可能保证管内的清洁程度。

锈蚀多的管子，用清管器清理过后，有必要时再用空压机进行气扫，尽量把管内的浮锈吹扫出。

及时封堵，避免意外：

在管道起头处的第一根管子管口处和每天最后一根管口处及时封堵可拆式管帽，防止砖头、石块、泥土、水及其它杂物意外进入管内，确保管内清洁度。

重点防范，严格把关：

对于石方地段和连头点、穿越点、施工难点，往往放置时间较长，临时堵头容易丢失，石子、泥沙最容易从这里进入管内，所以对于这些地点更要严格把关，仔细检查，并制定补救措施，严格执行。

三、在管道施工过程中，尤其是石方段，如何采取有效的施工和管理措施来保证回填质量，有效的保护光缆和管道防腐层不被破坏（包括运输过程中防腐层保护）

有效地保护好运输过程中的管道防腐层，是保证管道防腐质量的内容之一，根据要求，施工单位负责由业主指定的材料中转站至现场的材料拉运工作，材料的有效保护措施直接影响到后续施工的质量与效益，例如管材拉运时碰伤变形，除造成补伤量增加、漏点明显外，造成母材损伤变形的还要进行返工处理，增加不必要的损失、加大成本费用。

因此做好材料拉运的准备与保护工作，也是至关重要的。

材料装卸使用能保护管口的专用吊具或吊带以避免损伤防腐层或材料基体，与材料接触的表面要衬上橡胶或其它软材料，装卸时轻吊轻放，严禁摔、撞、磕、碰。

材料的装载高度不能超过公路、铁路部门和管材堆放层数的限制，捆绑绳与管子接触处应加橡胶板或其它材料衬垫。

材料运至临时堆管场或库房时，需专人对材料的质量证明材料及材料外观、基本部位进行检验，有发现问题可现场处理，不能处理的需报请监理认可，或拉回进行处理。

管材拉运时应注意装卸车时避免交叉叠压，且严禁采用撬、滚、滑及其它使管子防腐结构遭到破坏的方法装卸移动管子，管间应加垫草袋或胶皮，挡管立柱与管接触处必须加软垫或草袋，软垫考虑使用废旧汽车轮胎。

运输时，使用尼龙带加倒链捆绑固定，在捆绑受力部位加垫5mm厚橡胶皮。

人工运管时，其索具应为尼龙带，保证管外表不得碰撞地面或岩石，人工运管途中休息时，应用带胶皮枕木垫稳，不得直接放置于地面。

重载车辆应中速行驶，避免紧急刹车，行车中应随时注意货物的重心是否移动，捆绑是否松脱散断，并及时处理加以捆绑。

施工管材、弯管、管件、阀门等材料由专人负责进场验收、存放，避免规格不清，造成错运、混运。

堆放在堆管场的防腐管应同向、分层、分类码垛堆放，堆管高度不宜超过3层。

在管道施工过程中，尤其是石方段，采取有效的管沟回填措施是保证光缆和管道防腐层不被破坏的有效方法之一。

首先管段下沟前应进行沟底测量，清除沟中的块石、塌入的泥土、积水，对要求素土及加灰土夯实段的沟底进行夯实度检查，保证沟底平整。

石方段管道下沟前应先用细土回填管床（管沟超挖处），回填厚度不小于200mm，并确保管沟内无硬物、崩塌土石方，且管沟沟底平整。

管道下沟应在监理确认补口、补伤已完成，经检查合格方可实施。

起吊使用尼龙吊带，起吊高度以1m为宜，轻放至沟底，严禁损伤防腐层。

吊管间距应不大于18m，管道应放置在管沟中心，其允许偏差不得大于100mm。

不允许任何导致管段产生弯折或永久性弯曲变形。

管道下沟时，地形较平缓地段采用2台吊管机配合滑盘进行下沟，地形地势特别复杂的地段，吊管机配合倒链前后掉换吊起管道抽除横担后轻放至沟底。

下沟后，在不受外力的情况下，管道应与沟底紧贴，不允许有悬空现象。

回填前用高压电火花检漏仪对防腐层进行检测，发现漏点及时修补。

回填后用低频信号检测仪进行检查。

管段下沟检查完毕应立即回填，回填时应防止防腐层被擦伤。

回填后的沟顶部分高出原地面0.2米呈弧状，并做好排水，严防地表水在管线附近汇集，严禁采用“二次回填”（即先松散回填，自动下沉后再进行二次补填）的方式。

对岩石、卵石段管沟，在管道下沟前要先铺200mm厚细土垫层，冲沟、斜坡段应夯实后管段方可下沟，回填时，必须用细土回填至管顶上方300mm，细土的最大粒径不应超过10mm，然后回填原土石方，但石头的最大粒径不得超过250mm。

腐蚀性较大的管沟处，需在下沟前将沟底设置0.3m厚的灰土垫层。

管道上方0.5m以下仔细回填，并在管道两侧对称进行，防止管道产生位移。

四、在管道施工过程中，如何采取有效的管道措施来保证全线的回填深度，尤其是如何保证特殊地段（如河流、石方、水塘等）的埋深

在管道施工过程中，采取有效的管沟开挖方法是保证管沟埋深符合设计要求的关键，特别是特殊地段（如河流、石方、水塘等）的管沟埋深更为重要。

针对本工程的特点，我们对不同地段的管沟采取了不同主施工方法。

穿越河流我项目部主要采用大开挖的方式进行，开挖管沟主要采用围堰导流的方法，即上下游围堰，开挖明渠导流，沟上焊接预制管段，整体下沟连头的方法进行。

水塘采用塘内抽水，或打围堰，打桩排水的综合施工法进行施工。

穿越施工前先在河流上下游各修筑一处截水坝，截水坝底层用编织袋装土压实1m高，以增加坝的抗冲击性，坝筑好后用泵抽出河沟内积水，穿河管道在钢管预制场地预制完成后，用吊车配合挖掘机将穿河管道整体吊装就位（局部困难段可采取漂管沉降、管沟中心线修渠的方式进行管道就位施工）。

为保证管道的下沟深度，尽量缩短管沟成型和管子下沟稳固的时间，所以我们拟在管沟开挖时采用多台挖掘机同时进行施工，同时采取超挖200～500mm，防止淤泥上涨引起管子上涨。

对塌方严重的管沟就采用梅花桩及钢桩进行加固，同时对管沟内的积水用泵进行24小时不间断的抽水，管道下沟后及时复测管道位置是否符合设计要求，如果存在问题，必须立即进行调整，直到达到设计要求埋深为止。

为了确保管道穿越河流的稳定性，管道下沟后应及时回填并保证埋深合格。

管线在回填之前，采用电火花检漏仪对沟下焊接的管段做最终检测，如有破损应按规定及时修补，确保管线下沟后无漏点。

管道配置压重块时，在管道周围垫4mm厚绝缘胶皮保护。

管道回填前通知各相关单位对穿越点进行检查，共同确认合格后进行管沟回填、地貌恢复、拆除围堰恢复原河道并填报相关记录。

对石方段的管沟开挖，我们首先从测量放线的工序上下大力气，把各个变坡点、弯头弯管的转弯点及角度、各个转角桩处都要认真细仔地进行测量，同时在现场进行标志，在石方段开挖管沟