天津地铁3号线某合同段工程施工组织设计(图文并茂很详细)

施工组织设计目录1. 综合说明······················································································1.1 编制依据 ················································································1.2 编制原则 ················································································1.3 编制范围 ················································································1.4 工程概况 ················································································1.5 总体施工部署 ··········································································1.6 施工前期准备 ··········································································2. 施工现场平面布置 .............................................................................................2.1 施工现场总平面布置说明····························································2.2 施工现场总平面布置··································································2.3 车站主体施工平面布置·······························································2.4 折返线施工平面布置··································································3. 项目管理机构主要管理人员 ..............................................................................3.1 施工组织机构 ··········································································3.2 主要管理人员 ··········································································3.3 管理职责 ················································································3.4 施工现场管理 ··········································································4. 劳动力计划.........................................................................................................4.1 劳动力计划说明········································································4.2 劳动力计划表 ··········································································4.3劳动力强度曲线 ········································································5. 施工进度计划.....................................................................................................5.1 施工总工期 ·············································································5.2 施工进度计划 ··········································································5.3 施工进度计划横道图··································································5.4施工进度计划网络图 ··································································5.5 进度计划的修订和调整·······························································6. 施工进度施工工期保证措施 ............................................................................6.1 健全组织机构、实施项目法管理 ···················································6.2 对总工期目标进行分解、加强阶段工期控制 ····································6.3 配备充足的施工资源 ································································6.4 强化过程控制，实行工期动态管理 ················································6.5 制定相应的成品保护措施，避免维修或返工浪费时间 ·······················6.6 加强技术管理 ··········································································6.7 关键工序工期保证措施·······························································7. 主要施工机器、设备..........................................................................................7.1 机械设备的选择········································································7.2 机械设备计算 ··········································································7.3 机械、试验设备配备计划····························································7.4 机械设备进场方式·····································································8. 基坑施工方案及安全质量保证措施 ...................................................................8.1 地下连续墙施工········································································8.2 SMW工法桩施工·······································································8.3 钻孔灌注桩施工········································································8.4 基坑降水 ················································································8.5 土方开挖及支撑········································································9. 施工监测方案 ················································································9.1 监测目的 ················································································9.2 监测项目、测点布置原则、监测目的及要求与监测频率······················9.3 监控仪器配置及观测频率····························································9.4 测点布设及监测方法··································································9.5 监测管理体系及质量保证措施 ······················································10. 地下管线、地上设施、周围建筑物保护措施 ···················································10.1 地下管线的保护 ······································································10.2 施工对建筑物的影响 ································································10.3 建筑物保护措施 ···············································································11. 主体结构主要施工方案和安全质量保证措施 ···················································11.1 施工程序及工艺流程 ································································11.2 施工方法及技术措施 ································································11.3 接口及预埋件施工 ···································································11.4 降水井口封堵措施 ···································································11.5 防迷流技术措施 ······································································11.6 接地网施工技术措施 ································································11.7 土方回填 ···············································································11.8 质量保证措施 ·········································································11.9 安全保证措施 ·········································································11.10 特殊部位施工········································································11.11 结构防水施工········································································12. 采用新技术、新工艺、专利技术 ··································································13. 交通疏导·································································································14. 各相关接口的协调措施 ··············································································14.1 与监理工程师的配合措施 ··························································14.2 与设计单位的配合措施 ·····························································14.3 与建设单位的配合措施 ·····························································14.4 与相邻施工单位的施工配合措施··················································14.5 与地方政府职能部门的施工配合措施············································14.6 与地方居民的协调 ···································································15. 冬、雨季施工措施 ····················································································15.1 冬季施工措施 ·········································································15.2 雨季施工措施 ·········································································16. 现场施工安全保证措施 ··············································································16.1 安全目标···············································································16.2 安全管理体系 ·········································································16.3 安全保证措施 ·······································································16.4 突发事件的处理 ······································································17. 质量保证体系及措施 ········································································。

天津地铁3号线工务维修施工设计方案.19 扣件扭矩扣件扭矩超出规定范围或弹条扣件中部前端下离缝大于1毫米者超过8% 缺损或松动连续检测50头每增1% 1超出规定范围或弹条扣件中部前端下离缝大于1毫米者超过8% 轨道加强设备轨距杆轨撑 0 2动缺损或松全面查看重点检测根个 2区间正线无观测桩或观防爬设备 1 2防爬器缺防爬器缺损、松动或离缝连续查看检测50头个测桩不2起作用按爬行超限计损、松动或离缝大于2毫米大于2毫米 22 支撑缺支撑缺损、失效、尺寸不合标准连续查看检测50头个算。

站内1线路爬行检查道岔及损、失效、尺寸不合标准线路爬行 3 2普通线路普通线路全每公里 1 绝缘接4头前后。

爬行量大于20 爬行量大于20 面检测毫米，无缝线路位移观测无记录毫米，无缝线路位移观测无记录整体道床积水、轨枕处脏污影响轨道绝缘，碎石道床清筛部分不洁重点检查道床脏污 4 2整体道床每10米 2按积水、轨枕处脏污影响轨道绝缘，碎石道床清筛部分不洁计划验收外观 5 2碎石道床碎石道床不饱满、不均匀、不整齐、有杂草全面查看每10米 1不饱满、不均匀、不整齐、有杂草 word范文.路基路肩62不平整、不平整全面查看每20米1单有反坡、有大草侧计算排水72侧沟未疏侧沟未疏通或弃土不符合规定不平整、松动尺寸不合标准缺损、歪斜全面查看每10米2通或弃土不符合规定道口铺面8轮缘槽护桩092不平整、查看检测查看检测全面查看块4松动2尺寸不合处6个1标准3斜3缺损、歪缺损、歪2标志标记标志1缺损、歪全面查看个2道斜、字迹不清斜、字迹不清口标志缺少扣41分标记23钢轨上各钢轨上各全处1种标记不齐种标记不齐全，面查看全，位置不对，位置不对，字迹字迹不清不清2、道岔计划维修验收评分标准道岔计划维修验收评分标准项目轨道几何尺寸轨向、高低内容轨号 1 编正线超过验收标准扣分条件其他线超过验收标准容许偏差超过经常保养容许偏差超过验收标准容许偏差超过经常保养容许偏差全面查看重点检测处 1 抽验数量位全面检测处 1 处单分处 4 同时扣说明距、水平容许偏差 2 超过经常保养检测连接4曲线（单渡线）轨向，用104 米弦测4量,连续正矢差不超过4毫米容许偏差 3 超过验收标准容许偏差 4 超过经常保养容许偏差 word范文.查照间隔护背距离尖趾距离钢轨尖5 超过容许限度超过容许限度全面检测处 1 处 1 47指可动心轨6 超过容许限度超过容许限度 4辙叉长心轨尖端至4叉趾的距离 4 7 超过容许限度超过容许限度处 18 尖轨尖端与基尖轨尖端与基本轨、可动心轨与翼轨不靠贴全面查看重点检测组 1 轨、可动心轨靠贴接头错牙本轨、可动心轨与翼轨不靠贴9 轨面或内侧错轨面或内侧错牙大于1毫米处 4 错牙牙大于1毫米大于3毫米时扣41 轨缝 0 1连续3个以上瞎缝或大于构造轨缝连续3个以上瞎缝或大于构造轨缝处 8 11 岔枕置失效 3 位2 11轨端飞边大于2毫米位置、间距偏差大于40 毫米接头处失效或其他处连续失效轨端飞边大于2毫米位置、间距偏差大于50 毫米接头处失效，其他处连续3根以上失效全面查看重点检测处 8 含胶接绝缘处 2 枕上或枕下离处缝大于28 毫米者为吊板，枕根下暗吊板2 不明显者，可冒修理4 1混凝土枕应修未修，木枕应削平及劈裂者未修混凝土枕应修未修，木枕应削平及劈裂者未修大于12% 连续检测50头增1% 吊板率 5 1大于8% 每起道钉或2 松开扣件检查连接零件滑6 1尖轨、可动心轨与滑床板缝隙大于2毫米尖轨、可动心轨与滑床板缝隙大于2毫米连续检测50头块 2 床板 word范文.连接零件栓 7 1滑床板或护轨弹片上反或离缝大于2毫米销钉断缝大于5毫米滑床板或护轨弹片上反或离缝大于2毫米销钉断缝大于5毫米连杆、顶铁、间隔铁及护轨螺栓缺少连续查看50头块 2 螺8 1连杆、顶铁、间隔铁及护轨螺栓缺少全面查看个块 6 1 19 连杆、顶铁、间隔铁及护轨螺栓松连杆、顶铁、间隔铁及护轨螺栓松查看检测个块 2 动，接头螺栓缺少、动，接头螺栓缺少、松动或扭矩不合规定 20 21 22铁垫板 3 2心轨凸缘螺栓缺少、松动长、短心轨连接螺栓缺少、松动其他各螺栓缺少、松动铁垫板或胶垫板、胶垫片缺少松动或扭矩不合规定心轨凸缘螺栓缺少、松动长、短心轨连接螺栓缺少、松动其他各螺栓缺少、松动铁垫板或胶垫板、胶垫片缺少查看检测查看检测查看检测连续查看50块胶垫 4 2胶垫板或胶垫片失效超过8% 胶垫板或胶垫片失效超过12% 连续查看检测50块道钉扣件 5 2道钉、扣件缺少钉、扣件缺少连续查看50块 26 道钉浮离或轨距挡板前后离缝大于2毫米者，弹条中部前端下颏离缝大于1毫米者超过8% 道钉浮离或轨距挡板前后离缝大于2毫米者，弹条中部前端下颏离缝大于1毫米者超过12% 连续查看检测50个增1% 每个 2 一组增1% 每1 块 2 个 1 个 6 个 1 1 4扣件的零件不全，按缺少11 个计算。

天津地铁3号线第1合同段工程联合检修库基础钻孔灌注桩施工方案及技术措施1 概况说明华苑车辆段与综合基地位于西青区华苑新技术产业园内,系天津市规划留给天津地铁3号线车辆段用地，设于3号起点站华苑产业园区站西南侧,车辆段占地范围内现状基本为鱼塘，车辆段北侧为自来水河，西侧为规划四环路，东侧为京沪高速公路，总用地面积近273726平米。

本工程主要为联合检修库的地基钻孔灌注桩。

2主要工程量联合检修库基础钻孔灌注桩主要工程数量表3资源配置机械设备及人员根据现场实际情况进行调整.3。

1劳动力配置1、劳动力布置及任务划分根据本工程的结构特点，我单位对本工程共投入1支基础工程施工队伍,计划投入施工人数30人，负责本工程钻孔灌注桩施工。

具体施工任务划分如下：2、施工现场设现场负责人、技术负责人、安全负责人、技术质量负责人、试验负责人、测量负责人。

现场组织机构如下页框图：现场组织机构3本工程投入主要施工机械设备表4 计划安排根据现场实际情况，计划从运用库、联合检修库内可施工区域开始,再整体推进；根据投标文件总工期和关键节点工期要求，制定如下计划工期：施工计划表5 钻孔灌注桩工程本工程共有钻孔灌注桩480根，钻孔桩施工采用正循环钻机成孔，湿式泥浆护壁，导管法灌注水下混凝土的施工流程进行施工。

5.1施工准备桩基施工前,清除桩基位置上的杂物，整平场地，确认地下管线处理完毕,使机械能顺利进场，且施工中钻机保持稳定。

5.2测量定位采用全站仪、经纬仪进行桩位放线，并埋设孔位护桩.5.3埋设护筒①、钢护筒用6mm 钢板卷制而成,长度为3m,直径比设计桩径大20㎝。

②、护筒基坑开挖前，必须根据桩位中心引出十字护桩，作为基坑开挖和钻机对中的依据。

③、护筒埋设方法采用挖埋法：用人工或钻机以设计桩位为中心挖出比护筒直径大40~60㎝的圆坑，然后在坑底回填50cm厚的粘土，分层夯实，安放护筒后周围用粘土分层夯实，使之钢护筒顶端比地面高20cm，并测出护筒标高.④、当护筒已经埋设完毕，而未能及时钻进时,护筒顶部设置护筒盖,保证施工安全。

天津地铁3号线工程第1合同段钢结构施工组织设计编制人：李世章审核人：赵顺批准人：郭宏伟编制日期：2009年12月2日编制单位：中铁十三局集团有限公司施工组织设计目录第一章编制依据 (1)第二章工程概况 (3)第三章施工部署 (4)第一节项目管理目标 (4)第二节项目组织机构及岗位职责 (5)第三节施工部署总体原则 (7)第四节保工期的措施 (7)第五节劳动力及机具计划 (7)第六节施工进度计划 (9)第七节施工准备 (9)第四章施工方案及技术措施 (12)第一节钢结构加工、制作 (12)第二节钢结构的安装 (26)第三节技术管理措施 (38)第五章质量保证体系及保证措施 (39)第一节质量保证体系 (39)第二节质量保证措施 (40)第三节成品保护措施 (49)第六章施工工期与工期保证措施 (50)第一节施工工期 (50)第二节工期保证措施 (50)第七章安全施工及保证措施 (53)第一节安全管理体系 (53)第二节安全管理措施 (54)第三节安全施工保证措施 (54)第八章文明施工管理措施 (62)第一节文明生活区管理制度 (63)第二节工完场清制度 (63)第九章应急预案 (63)第四节危害因素辨识 (63)第五节应急预案的启动 (64)第六节应急事故救援和报告程序 (65)第一章编制依据本施工组织设计是为天津地铁3号线工程运用库钢结构工程编制的施工方案，作为项目实施的技术指导文件。

本施工组织设计编制的依据：1.文件依据2.规范及标准依据1）、中华人民共和国、行业和天津市政府颁发的有关法律、法规及规定。

2）、中华人民共和国、行业和天津市政府颁发的、现行有效的建筑结构和建筑施工的各类规范、规程及验评标准。

3）、ISO9001质量管理标准、ISO14001环境管理标准、OSHMS18001职业安全健康管理标准。

主要法律、法规和规范性文件一览表主要国家标准一览表主要工程建设行业及地方标准一览表3.编制原则在施工过程中应严格遵守上述标准及规定，并以此进行验收。

天津地铁3号线——高架桥整体道床轨道工程施工方案1 工程简介天津地铁3号线，华苑车辆段至天津站铺轨工程，DK0+310～3+060为高架桥、DK3+060～3+241.7为U型槽、DK3+241.7～3+550.8为明挖矩形段。

K0+555.6~K0+646.6是高架左、右开609道岔和高架5m交叉渡线各一处。

道床设计为C40混凝土整体道床，结构高度560mm；共计3240.8m。

控制基标直线间距120m，曲线间距60m；加密基标直线间距6m，曲线间距5m；高架桥基标低于里程增加方向左线左股，右线右股轨顶450mm，U 型槽及洞口内30m范围基标低于轨顶500mm。

道床分块间距6m；接触轨底座间距直线4.2m，曲线3.6m。

2010年2月1日调查，DK0+500~DK0+800、DK2+200、DK2+800等位臵，桥梁尚未拉通，预计5月底达到铺轨条件。

其余高架现浇梁均已完成，多数梁徐变期已发生3个月以上。

DK0+735、DK1+940为华苑产业园区及天津工业大学站。

2 总体筹划因桥梁尚未拉通，原轨排架轨法，难以实施，根据现场实际情况，调整为：“散铺法”铺设道岔及高架桥整体道床。

铺轨基地布臵在DK3+200～DK3+450 U型槽位臵。

U形槽设临时单开道岔，解决轨道车左、右线运输换道。

考虑箱梁砼收缩徐变期的影响，为加快施工进度，在DK1+500及DK2+500位臵，设臵两个开设整体道床施工作业面，在：DK1+500、DK2+500位臵，设臵铺轨基地，做为钢轨上桥点、加工存放钢筋、轨枕、扣配件等。

桥下停放吊车等。

布臵图及工程数量如下示。

散铺施工自两侧向中间组织，顺序展开。

U形槽道床等DK5道岔铺通后，拆除U形槽的临时道岔，分左、右线铺设道床及轨道。

在桥梁未达到徐变期的地段，用枕木临时铺设，以加快铺设进度。

每个工作面分八道工序，采用紧密流水作业法交替进行左右线的施工（各工序的相对距离为100m），详见下图。

（建筑工程管理）天津地铁号线临时用电施工组织设计天津地铁3号线第16合同段项目经理部临时用电施工组织设计、编制人：杨卿审核人：批准人：中铁三局集团XX公司天津地铁3号线第16合同段项目经理部目录1.工程简介 (1)2.施工临时用电设计 (1)2.1编制依据 (1)2.2初步设计 (1)2.3供电线路介绍 (2)2.4用电量计算 (3)2.4.1线路L1用电量计算 (3)2.4.2线路L2用电量计算 (3)2.4.3线路L3用电量计算 (4)2.4.4线路L4用电量计算 (5)2.4.5线路L5用电量计算 (5)2.4.6线路L6、L7用电量计算 (6)3.施工用电管理措施 (7)3.1技术措施 (7)3.11接地 (7)3.12电气设备设置 (7)3.13漏电保护装置 (8)3.14电气设备安装 (8)3.15电气设备的使用和维护 (9)3.16施工现场的电缆电路 (10)3.17灯具的安装规定 (10)3.2.用电组织管理 (10)3.2.1用电管理制度 (10)3.2.2维修管理制度 (11)3.2.3电气安全生产管理制度 (11)3.2.4电工安全作业指导书 (12)3.2.5预防电气火灾措施 (12)3.3安全技术交底 (12)3.3.1安全用电技术交底 (12)3.3.2电工安全技术交底 (13)3.4安全技术档案管理 (13)1.工程简介天津地铁3号线工程全线铺轨分2个合同段进行招标，本合同段为02合同段，工程范围为K14+421.505～K29+399的轨道铺设工程、线路标志和附属工程、第壹阶段工程运输调度管理。

有11个车站和1个停车场组成，本工程计划先后设3个铺轨基地，分别是:铁东路站、U型槽和小淀停车场。

2.施工临时用电设计2.1编制依据。

《施工现场临时用电安全技术规范》（JGJ46-2005）《建设工程施工现场供用电安全规范》（GB50194-93）2.2初步设计2.2.1铁东路铺轨基地用电于铁东路铺轨基地西侧有市政施工单位安装的湿式电力变压器1台，变压器容量为400KVA，能满足施工、生活用电需要，施工和生活用电由变压器下总配电柜引出，接至用电现场。

天津地铁3号线供电系统安装工程2标段接触轨施工组织方案中铁建电气化局集团天津地铁3号线项目经理部二0一0年五月天津目录接触轨施工组织方案及工艺错误!未定义书签。

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五．应急预案.............................................. 错误!未定义书签。

六．接触轨安装........................................... 错误!未定义书签。

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天津地铁三号线公务维修项目施工组织设计业主单位：天津市地下铁道运营有限公司施工单位：中铁十三局集团有限公司一、工程概况天津市地下铁道3号线始于花园站，止于小淀站，全线共设车站23座；并设有小淀停车场和华苑车辆段。

正线双线全长29.045km，其中地下线（含敞开段）为21.57km、高架线为双线6.87km、地面线为双线0.605km。

双线线间距一般为3.6m，正线最小曲线半径为300m，最大线路坡度为30‰。

小淀停车场铺轨全长3.117km，华苑车辆段铺轨全长14.28km，全线共铺设道岔共84组。

天津市地下铁道3号线采用接触轨下部供电的形式。

接触轨系统是地铁牵引供电系统的重要设备之一，由接触轨、端部弯头、膨胀接头、绝缘支架、中心锚结（防爬器）、接地线等部分组成。

接触轨材质为钢铝复合轨，接触轨标准长度为15m，接触轨中心线距离相邻走行轨内侧工作边700mm，接触轨受流面距走行轨顶面高160mm。

全线采用防护罩对接触轨进行防护，防护罩通过支架安装在接触轨上对其进行防护。

天津市地下铁道3号线接触轨铺轨长度为71.775km。

（以上工程概况需以竣工资料为准）养护维修应遵守的技术规范、标准、资料，包括但不限于：1）《地铁设计规范》GB50157-20032）《铁路线路维修规则》铁运｛2006｝146号3）《无缝线路铺设及养护维修方法》TB 20984）《钢轨焊接》TB/T16325）天津市地下铁道3号线设计、竣工图纸及变更文件6）天津市地铁运营公司颁布的有关技术文件和标准7）其他相关行业标准、规范二、工程项目范围1、线路、道岔维护项目天津市地铁3号线正线、联络线、华苑车辆段、小淀停车场线及其附属设备的检查、维修、保养、抢修；及有关运营的其他整体性工作。

2、接触轨维护项目天津市地铁3号线正线、华苑车辆段、小淀停车场线接触轨系统巡视检查、维修、保养、抢修、缺陷整改，以及有关运营的其他整体性工作。

3、设备限界检查项目：天津市地铁3号线设备限界检查工作。