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'江苏宝路122省道常州东段新建工程LJ-1标项目经理部K6+742.869中石化成品油管道保护盖板涵专项施工方案1、编制依据1.1、《中华人民共和国石油天然气保护法》，2010.10；1.2、《建设工程安全生产保护条例》（国务院393号令2004.2）；1.3、《公路工程桥涵施工技术规范》（JTG/TF50-2011）;1.4、《公路工程质量评定标准》（JTGF80/1-2004）;1.5、《公路水运工程施工安全标准化指南》（交通运输部质监局，2012.5）；1.6、《常州市交通建设工程危险性较大分部分项工程安全管理办法》（常州市交通质监站，2012.9）；1.7、本标段施工图设计；1.8、本标段施工组织设计；1.9、管道产权单位意见；10、施工现场实际情况及类似施工经验。2、工程概况2.1概述122省道常州东段建设工程在道路桩号K6+742.869处于中石化成品输油管相交，交叉角度55.4°。设计采用盖板涵对管道进行加固保护，保护长度上下游各30米，共60米，涵盖整个道路红线范围。保护涵设计荷载：公路-I级。2.2水文地质条件32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部2.2.1地表水与地下水本标段内地表水洗十分发育，自西向东主要分布有新孟河、德胜河、延安河、朝阳河、藻江河等水系，河流比降较小，水流缓慢，受人工港灌排调节影响，常年水位变化不大。地下水在设计勘探揭示深度范围内地下水主要赋存在1层、2-1层、3-1层，属空隙潜水，弱透水层。地下水位埋深0.3-3.00米，标高：4.00-8.20米。2.2.2地质情况根据地勘资料揭示工程所处位置地质描述如下：1层素填土（Q4m1）：松散，粉质粘土为主，夹少量植物根茎，局部夹碎石。层底深度0.3米-3.2米，层厚0.3米-3.0米。3-1A层粉质粘土夹粉土（Q4a1）：灰色软塑、局部流塑，属高压缩地质土，层底深度4.3米-13.00米。路基设计对3-1A层采用湿喷桩处理。2.3施工平面布置为满足本工程施工，计划在工程附近路基范围部分区域设置盖板预制场地和钢筋加工场地，详见（附图1平面布置示意图）。3施工组织机构、资源配置及进度安排3.1施工组织机构（项目组织机构）3.2施工人员配置计划32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部表：1主要人员表（根据项目实际调整）管理人员技术人员质检人员安全人员司机基础砌筑预制安装杂工合计311159101114553.3机械配置表2设备、料具配置表项次机械设备名称单位数量备注1挖掘机台22自卸汽车台23搅拌车台24发电机组台15钢筋切断机台36钢筋弯曲机台37钢筋调直机台38汽车吊车台19测量仪器套13.4主要工程数量盖板钢筋：5977kg；盖板C30砼：53.7方；基础C15砼：25.8方；涵台钢筋：3625kg；涵台c30砼：93.20方。3.5施工进度计划安排本工程计划工期45天，计划开工日期：2014.-详见施工计划横道图。4、主要施工方案32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部基坑开挖采用人工配合挖掘机施工；基础、洞身采用模板现浇施工，砼料由搅拌站统一拌制，砼搅拌运输车运输；盖板在集中安排在盖板涵工程旁边统一预制。4.1施工工艺流程施工工艺框图平整场地测量定位不合格基坑开挖合格基坑验收制作模板基础模板不合格验收合格制作相同条件砼试块浇筑砼拆模及养护不合格合格基础验收制作模板钢筋绑扎台身模板及钢筋不合格验收合格制作相同条件砼试块浇筑砼拆模及养护不合格合格台身验收盖板安装预制盖板合格台背回填清理现场分项工程验收收合格4.2各工序施工方案4.2.1基坑开挖32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部（1）开挖前准备工作在管道单位来人的见证指导下，先对管道的位置进行准确的定位后，安排人工沿管道方向每隔五米挖人工探坑至管道顶部，以便于准确掌握管道实际的埋深情况。同时做好探坑的看护工作。在准确探查得到具体埋深数据的基础上，结合设计图纸要求，确定涵台顶的施工标高。根据施工图设计提供的数据，为了尽可能不暴露石油管道，拟按照涵台基础顶面以下10厘米作为石油管道顶控制标高，也满足施工图设计中“管顶至盖板底距离不小于50厘米”的要求。也可以尽量减少挖方量。确定好施工涵台顶底标高后，形成具体图纸，经监理工程师确认后，以此作为施工控制依据。（2）开挖基坑基坑开挖按照后附图：A-A基坑开挖断面设计图进行。在抄平后的原地面上，将管道位置、开挖线位置一一准确放出。技术人员跟踪好机械开挖，掌握好机械和人工开挖界面。开挖以管道中心线为对称，两边同时开挖。开挖时用自卸汽车，随挖随装运，不在基坑边缘堆土。机械开挖区域至基坑底标高10厘米，停止机械开挖，以人工进行开挖至底标高，防止超挖。按照断面设置排水沟，预留操作空间。（3）基坑围护基坑围护采用钢管密目网形式，详细布置见围挡设置图。（4）基坑验收32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部基坑验收主要对：基坑平面位置、尺寸和基底高程进行验收。平面位置符合设计要求，且满足基础施工作业要求。基底高程允许误差±50mm。基底承载力满足设计要求。4.2.2涵台基础施工（1）在基坑验收完毕后，立即进行15cm素砼基础的浇筑。防止基坑暴露时间过长。注意顶面收光和平整。（2）待素砼基础浇筑一天后，在其上准确进行放样，进行钢筋的绑扎施工。钢筋绑扎按照图纸和规范要求进行。（3）基础模板：基础模板采用竹胶板衬木方的组合，为了尽量减少输油管道暴露的可能，沿管道侧模板视基坑设计情况，直接依靠管壁侧坑壁，其他三面结合木方或钢管支撑。（可结合实际方案作图表示）。（4）沉降缝设置：按照设计要求每六米分段，按照与涵台正交设置，以旧竹胶板通过钢筋予以固定。在浇筑时确保不发生歪倒和扭曲。待基础强度满足设计后，凿出槽口，用沥青麻丝填塞。（5）砼浇筑砼采用集中拌合，用运输车运至现场，采用溜槽放至模内。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部砼采用集中搅拌站拌和，搅拌运输车运输。砼从顶部向模内卸料时采用溜槽。振捣采用插入式振捣器。作业时，振捣器和模板之间要保持10-15cm的距离，振捣应在浇筑点和新浇筑砼面上进行，振捣器拔出时速度要慢，避免产生空洞，棒要垂直插入砼，并要插至前一层砼，以保证新浇砼与先浇砼结合良好，插进深度一般为50-100mm，且待砼停止下沉、不冒气泡、不泛浆、表面平坦时棒才允许拔出。基础砼采用分层浇筑，每层浇筑厚度25cm左右。砼的浇筑应连续进行，如因故间断，其间断时间应小于前层砼的初凝时间。基础砼施工中应注意预埋墙身的钢筋和供墙身装模定位用的粗短钢筋(Ф25),基础顶面的台身范围应拉成毛面，以加强基础和台身的整体性。浇筑砼期间，应设专人检查支架、模板的稳固情况，发现有松动、变形、移位时，及时处理。雨天在浇筑前及浇筑后，配备防雨措施以保证砼不受雨水的影响。（6）基础砼拆模养护砼初凝后，其强度未达到拆模的强度要求之前，模板不得振动，伸出的钢筋不得承受外力。砼的强度达到2.5Mpa时方可脱模。脱模后如表面有缺陷应及时加以修理，并应得到监理工程师的认可。模板拆除后立即清洗干净并涂上脱模剂归堆摆放整齐。养护：砼浇筑完成待表面收浆后，立即对砼进行养生，采用覆盖麻袋洒水养护，浇水的次数以保证砼表面湿润为准，养护时间在7昼夜以上,洒水养生包括对未拆模板的砼洒水。4.2.2涵台施工（1）钢筋加工和绑扎：按照设计图纸和规范要求进行。（2）32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部模板选择竹胶板结合木方背方，设置对拉螺旋。（按照你部设计方案作图表示。）模板制作质量标准按照《公路桥涵施工技术规范》p23表5.3.6-1执行。（3）沉降缝设置与涵台基础类似。（4）砼浇筑：拌合运输和涵台基础一致，喂料采用汽车泵车；振捣和养护、拆模同涵台基础。4.2.3盖板施工（1）预制该涵洞盖板为100X253cm板，采用专门制作竹胶板模板预制。插入式振动棒振捣。底模：采用10cm素砼浇筑。预制盖板时应注意预埋吊环。（2）安装待预制盖板的砼强度达到80%后，将其脱模并堆放好。当台身砼强度达到100%以后，同时完成了涵内素土回填至盖板底10厘米时，采用汽车吊安装盖板，块件吊装利用吊环穿钢丝绳起吊，禁止上下面倒置。用30号水泥砂浆填充台背与盖板之间以及相邻盖板之间的孔隙。4.2.4台背回填32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部盖板安装完毕且砂浆及砼强度达到设计强度后，两个涵台台背同时对称回填。回填采用4%石灰土填筑。台背回填与路基接头处应挖台阶进行，松铺厚度不能超过150mm，压实度要求从涵洞基底至涵洞顶部至路床面均为95%，分层检测。（请结合项目要求修改）5质量保证措施5.1质量方针我公司已通过了ISO9001-2000版质量认证，我公司的质量方针崇尚质量，追求完美，精心施工，构筑精品。5.2质量目标单项工程一次复验合格率100%，单项工程优良率85%，对本工程的质量目标是：竣工工程合格率100%，竣工工程优良率90%以上，达到交通部优质工程标准。5.3质量保证体系我公司的质量保证体系为ISO9001-2000版质量体系，对圆管涵工程将实行项目法管理。成立以项目经理、总工程师、质检部经理为正副组长的全面质量领导小组，下设质检试验部，配备专项质检工程师。各工程施工队成立质量自检小组，分别由工程队队长及主任工程师任正副组长，并配备专职的质检员。严格按业主批复的我标段实施性施工组织设计中的质量保证体系运做。（1）质量保证体系按项目部的质保体系控制，专职质检工程师：、专职质检员：，班组设兼职质检员。图：4质量保证框图32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部（2）工序监控流程：工序完工后应进行自检，自检合格后提交自检报告，再配合监理进行工序质量复查，监理对前道工序认可后，后道工序才能施工。班组坚持“三检制”，自检合格后，专职质检员进行全面检查验收，然后由质检部质检工程师请监理工程师验收签认。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部（3）中间交工报告和交工证书：当组成一个工程的单位工程，分部或分项工程完工后，质检人员应再进行一次系统的自检，汇总多道工序的检查记录及测量试验结果，向监理提交中间报告，再配合监理进行验收，由监理下发中间交工证书。（4）工序质量监控流程图：5序质量监控流程图制定工序施工方案确定工序质量目标进行施工技术交底自检互检交接检施工队专职检工序施工全过程监理工程师旁站监督查寻原因返工处理质量评定进行下道工序施工监理工程师检验确认不合格不合格合格不合格合格5.4质量保证制度严格执行质量自检制度。施工中每一道工序工班都必须自检，自检合格后，报质检工程师复检。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部严格执行工程监理制度。充分做好质量自检工作的同时，由专职质检工程师积极配合监理工程师和业主对工程进行的质量监督检查。自检合格后，及时通知监理工程师检查签证，隐蔽工程经监理工程师签证后隐蔽。严格执行质检工程师“一票否决权”制度。工区设专职质检工程师，班组设兼职质检员。保证施工作业始终在质检人员的严格监督下进行。质检工程师有质量否决权，发现违背施工程序、不按设计图、规则、规范及技术交底施工，使用材料半成品及设备不符合质量要求者，有权制止，必要时下停工令，限期整改并有权进行处罚。认真执行质量管理制。把施工图审签制，技术交底制，测量复核制，质量自检、互检、专检“三检制”，隐蔽工程检查签证制，安全质量检查评比奖罚制，验工计量质量签证制，分项工程质量评定制，质量事故（隐患）报告处理制等行之有效的质量管理制度，贯穿到施工全过程，并落实到工班，使质量控制做到干群结合、上下结合、内外结合。实行质量责任制，逐级落实到工班，责任到人。建立质量奖罚制度，明确奖罚标准，做到奖优罚劣，杜绝质量事故发生。严格施工纪律，把好工序质量关，32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部上道工序不合格不能进行下道工序的施工，否则质量问题由下道工序的班组负责。对工艺流程的每一步工作内容认真进行检查，使施工作业标准化。坚持质量检查制度，按制度进行日常、定期、不定期检查，发现问题及时纠正，并对结果进行验证。在施工中，对每道工序、每个工种、每个操作工人，做到质量工作“三个落实”。施工前，施工每个操作人员明确操作要点及质量要求。施工过程中，施工管理人员必须随时检查指导施工，制定工序流程图，确定关键工序和特殊工序的关键点，进行连续监控，对比分析质量偏差，及时纠正质量问题，把质量隐患消灭在施工过程中。每个工序施工结束后，及时组织质量检查评比，进行工序交接，并根据检查结果对施工班组及操作人员进行相应奖罚，强化施工人员的质量意识。5.5技术保证加强施工技术管理，严格执行以总工程师为首的技术责任制，施工管理标准化、规范化、程序化。认真校对图纸，严格按标准、规程组织施工。及时进行技术交底，发现问题及时解决。制定实施性施工组织设计，编制详细的质量保证措施，没有质量保证措施不许开工。质量保证体系和措施不完善或设有落实的，停工整顿，达到要求后再继续施工。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部坚持公司三级测量复核制，各测量桩点认真保护，施工中可能损毁的重要桩点要设好护桩，施工测量放线要反复校核。认真进行交接班，确保中线、水平及结构物尺寸位置正确。5.6施工阶段质量控制严格进行材料、构配件检验、试验和工程试验。实行工序质量监控。一是监控工序活动的条件，即“人、机、料、法、环”必须符合质量要求；二是监控工序活动效果的质量。加强质量检查，包括质量自检、互检、专业检查、工序交接检查、隐蔽工程验收检查、工程预检、基础和主体工程检查验收等，对关键工序实行旁站监察。5.7混凝土浇筑施工质量控制（1）基本要求：1）、所用的水泥、砂、石、水的质量规格必须符合规范要求。按规定的配合比施工。2）、涵洞施工严格按照设计图纸、施工规范和技术操作规程要求进行。3）、混凝土基础的地基承载力必须满足设计要求，严禁超挖回填虚土。（2）外观鉴定：a、混凝土表面平整，施工缝平顺。b32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部、混凝土蜂窝麻面面积不得超过该面积的0.5%，深度不超过10mm。c、混凝土表面出现非受力裂缝，缝宽超过0.15mm者必须处理d、涵身直顺，涵底铺砌密实平整。e、进、出口与上下游沟槽连接顺适，水流畅通。f、帽石、八字墙平直，无翘曲现象。5.8盖板制作（1）基本要求：a、混凝土所用的水泥、砂、石子、水、外掺剂及拌和料的质量和规格必须符合有关技术规范要求，按规定的配合比施工。b、分块施工时接缝应与沉降缝吻合。c、板体不得出现露筋和空洞现象。（3）外观鉴定：a、混凝土表面平整，棱线顺直，无严重啃边、掉角。b、蜂窝、麻面面积不得超过该面面积的0.5%。c、混凝土表面不得出现非受力裂缝。5.9盖板安装（1）基本要求：a、安装前，盖板、涵台、墩及支承面检验必须合格。b、盖板就位后，板与支承面须密合，否则应重新安装。c32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部、板与板之间接缝填充材料的规格和强度应符合设计要求，并与沉降缝吻合。（2）外观鉴定：板的填缝应平整密实。6、施工安全保证措施6.1危险源分析6.1.1输送管道危险性分析（物质的危险有害特性）该输油管道输送货种主要为成品油（汽油和柴油）。列出了这种物质的主要理化特性。详细理化特性见附表。表6-1主要储运货种的理化特性名称熔点℃沸点℃闪点℃自燃点℃爆炸极限(%)水溶性比重汽油<-6040～200-50～-43415～4301.3～6.0不易溶0.7～0.79柴油-18282～33855350～3800.5～5.0不易溶0.87～0.9根据以上物质特性、危险危害性质的分析，可以发现危险特性主要表现在以下几方面：（1）易燃性根据《石油化工企业设计防火规范》（GB50160－92）（1999年版）关于可燃液体火灾危险性的划分（见表6－2），该输油管道输送货种具有较高的火灾危险性，其等级见表6－3。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部该输油管道输送油品均属于易燃、可燃性物质，同时又都有易蒸发的特点，其蒸发的气体常常在作业场所或仓储场地弥漫、扩散或在低洼处聚积，在空气中只需较小的点燃能量就会闪光燃烧，因此油品的火灾危险性不容忽视。表6－2液化烃、可燃液体的火灾危险性分类类别名称特征甲A液化烃15℃时的蒸气压力＞0.1MPa的烃类液体及其他类似的液体B可燃液体甲A类以外，闪点＜28℃乙A闪点≥28℃至≤45℃B闪点＞45℃至＜60℃丙A闪点≥60℃至≤120℃B闪点＞120℃表6－3主要储运货种火灾危险性等级主要储运货种0#轻柴油汽油危险性等级乙B甲B（2）易爆性32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部油品的蒸气与空气组成混合气体，其浓度处于一定范围时，遇火即发生爆炸。爆炸浓度极限范围愈宽，爆炸下限浓度越低，该物质爆炸危险性越大。从表6－1可以看到，油品爆炸范围较宽，爆炸下限浓度值较低，泄漏或蒸发出的油品蒸气很容易达到爆炸下限浓度，因此，该项目须重视油品的泄漏和爆炸性蒸气的产生与积聚，以防止火灾爆炸事故的发生。（3）挥发性输油管道输送的油品都具有较大的蒸气压，蒸气压越大，挥发性越大，表明该物质较容易产生燃烧或爆炸所需要的蒸气浓度，因而火灾爆炸危险性也越大。此外，蒸气压大的物质，对温度变化更为敏感，温度升高，蒸气压迅速增大，因此，盛装该类物品的容器，较容易发生胀裂。（4）静电荷积聚性当油品沿着管道流动时，与管壁的摩擦会产生静电，且不易消除。静电的危害主要是静电放电，如果静电放电产生的电火花能量达到或大于油品蒸气的最小点火能量，且油品蒸气浓度正处在爆炸极限范围内时，就会立即引起燃烧和爆炸。（5）易扩散、流淌性输油管道输送的油品粘度较小,泄漏后很易流淌扩散。随着流淌面积的扩大，油品蒸发速度加快，油品蒸气与空气混合后，遇点火源，极易发生燃烧与爆炸事故。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部输油管道输送的油品的蒸气密度比空气大，泄漏物质挥发的蒸气容易滞留在地表、水沟、下水道及凹坑等低洼处，并且贴地面流向远处，往往在预想不到的地方遇火而引起火灾。国内外均发生过泄漏液体沿排水沟扩散遇明火燃烧爆炸的恶性事故。（6)热膨胀性油品的体积是随着温度的增高而膨胀的，所以输油管道如果靠近高温源，油品受热膨胀造成容器的膨胀。若在着火现场附近，油品受到火焰辐射的高热时，如不及时冷却，可能因膨胀爆裂增加火势，扩大灾害范围。（7）毒害性输油管道输送的油品容易挥发出对人体有害的气体，如发生泄漏，人员吸入挥发气体均会造成对人体的损害，甚至发生急性中毒。作业场所容许浓度见表6-4。表6-4作业场所容许浓度mg/m3物料名称时间加权平均容许浓度短时间接触容许浓度汽油300450柴油300450（8）忌接触氧化剂、强酸可燃液体遇强酸(如浓硫酸等)和氧化剂（如铬酸、高锰酸钾等）会剧烈反应而自行燃烧。因此，在涉及相关油品区域，应注意与强酸或氧化剂的有效隔离。6.1.2输油管道泄漏事故经验教训32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部对在役输油管道由于历史、技术、建设和运行等诸多原因，加之城镇发展建设活动对输油管道的侵扰，使得输送成品油的压力管道发生泄漏、爆管等危险事故的几率增大。在成品油的输送过程中若发生泄漏，当成品油蒸汽与空气混合达到燃烧爆炸极限时，一旦遇到火源，就会发生火灾甚至爆炸，造成人员伤亡和严重的财产损失。管线外部腐蚀、第三方活动、管道缺陷、焊缝缺陷、各种机械失效、建造原因、地层变化为管道失效事故的主要原因，其中最主要的原因是管线外部腐蚀、第三方活动、管道缺陷、焊缝缺陷。第三方活动造成的国内管道失效占较大比例。6.1.2盖板涵施工作业活动专项风险辨识6.1.2.1基坑开挖危险源：（1）基坑坍塌---开挖断面设计坡比不合理；野蛮施工，不按照设计开挖步骤、断面开挖；坡顶过度堆载。（2）机械伤害----挖机作业中，作业人员违反安全操作规程、运输过程机械事故导致人员伤害。（3）车辆伤害----开挖基坑土方运出现场过程中造成伤害。6.1.2.2涵台施工危险源：（1）机械伤害----钢筋加工机械，模板吊装机械、混凝土浇筑设备在作业过程中违法操作规程造成人员伤害。（2）物体打击----违章作业或搬运物件时造成伤害。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部（3）触电伤害-----绝缘老化或电缆破损、安全防护设施有缺陷；保护接地或接零措施有缺陷。护设施有缺陷；保护接地或接零措施有缺陷。（4）坠落-----本项目基坑深度在平均2.2米左右，虽涵台高度至基坑底为1.6米，但在浇筑时也存在坠落可能。6.1.2.3盖板预制和安装危险源：（1）机械伤害----钢筋加工机械，模板吊装机械、混凝土浇筑设备在作业过程中违法操作规程造成人员伤害。（2）物体打击----违章作业或搬运物件时造成伤害。（3）触电伤害-----绝缘老化或电缆破损、安全防护设施有缺陷；保护接地或接零措施有缺陷。护设施有缺陷；保护接地或接零措施有缺陷。（4）起重伤害----汽车吊起重作业时，脱钩砸人，钢丝绳断裂抽人，移动吊物撞人，钢丝绳刮人，滑车碰人等伤害；包括起重设备在使用和安装过程中的倾翻事故等。6.1.2.4台背回填危险源：（1）机械伤害---压路机、蛙式打夯机等在作业过程中违法操作规程造成人员伤害。6.1.3危险源防控措施6.1.3.1输油管线的保护根据6.1.132
江苏宝路122省道常州东段新建工程LJ-1标项目经理部分析可知，本项目在整个施工流程中必须注意好对输油管线的直接触碰、扰动，防止管道破坏引起泄漏事故。必须做好重点措施如下：（1）建立与管道产权单位紧密联系制度并良好运行：①在业主组织下召开关于本管道保护涵施工交底的前提下，要求建立由产权单位监控人员、监理单位人员、项目部管理人员及施工队负责人组成的本保护涵施工的工作联系机制。确定好在盖板涵施工期间的书面联系、验收或监控流程的流转表格。项目部确定项目副经理与项目安全主管为与产权单位的专职联系人。②在完成管道交底及相关施工许可，施工方案获得监理批准的前提下，方可开始本涵的施工作业。③在管道探测、人工探挖、基坑开挖、涵台基础施工、涵内回填等作业时，要求产权单位必须派人全过程参与，监督施工作业人员作业并认可施工过程。其中关于探挖至管道对管道状况特别是是否破坏表面防护层以及对基坑开挖可能暴露的管壁的覆盖保护措施，需经产权单位人员确认认可。④施工前邀请产权单位专业人员做注意事项的专项交底，并形成书面资料。（2）在施工现场备好2厘米厚橡胶板，用于对可能暴露管道的包裹保护。保护必须在产权单位指导下进行。（3）及时对盖板涵施工区域按照要求进行围挡，在工程施工期严禁非施工人员进入施工现场。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部6.1.3.2盖板涵施工中危险源防控措施在按照项目总体管理规划完成了培训教育的基础上，针对本工程施工，在开工前将本工程可能的危险源及注意事项全面交底于各参加人员。（1）基坑坍塌防控措施：按照本方案所提出的开挖断面、开挖方法进行基坑的开挖；考虑到施工期间为工程所在地雨水较多的时间，施工期保证基坑底排水沟畅通，并配备水泵及时抽排，确保不积水；项目安全员每天巡查边坡稳定情况；在连续雨天、雨量较大的天气之前，及时用彩条布对已经开挖成型的基坑坡面进行覆盖，防止边坡过度冲刷；合理组织，加快施工进度，以便于及早进行基坑回填。（2）触电防控措施：采用TN-S三相五线系统，接地与接零要符合要求。（由于本分项工程采用自备发电机发电，因此采用在发电机旁边打入一根3米的5号角钢作为接地桩。）配电严格按照“三级配电两级保护”、“一机、一闸、一漏、一箱”原则进行。总配电箱设在发电机处，分箱装在近用电设备或用电区内，配电箱采用铁板或优质绝缘材料制作，配电箱内分别设置工作零线端子板和保护零线端子板，金属箱体和金属底座及外壳，保护接零。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部配电箱有防雨和防潮措施。配电箱的漏电保护器，每台用电设备有各自专用的开关箱，设备与照明分闸，实行经常检查检修制度，由队部安全员会同电工一起对用电设备进行日常安全检查、验收，并做好相应记录，配电箱要上锁，凡是进行电气操作及施工均需专职电工进行作业。从事电工作业的人员需持证上岗，进行电工操作时，需配备绝缘鞋、绝缘手套、带绝缘把手的工具、电笔等电工专用工具；混凝土泵、水泵、电焊机等用电机械的操作手操作机械时要配带绝缘手套。电缆干线根据现场情况选用或部分采用埋地或架空铺设：埋地深度不得少于20cm，架空高度不得低于4M。严禁沿地面明设，并应避免机械损伤或介质腐蚀。电工在开工前对临时用电措施进行检查并签发临时用电验收单。（3）机械伤害物体打击防控措施：作业人员按照要求佩带防护用具，按照操作规程进行作业；开工前是否组织对机械操作人员、车辆驾驶人员进行安全技术交底，对机械操作人员持证情况和机械验收、保养情况登记造册存档；定时检查机械、施工车辆性能，保证所有机械、车辆在施工期间处于良好状态；车辆和设备有专人管理和操作，做好“三定”（定人、定机、定岗位），“三好”（管好、用好、维修好），“四会”（会使用、会保养、会检查、会排除故障），“四懂”32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部（懂管理、懂结构、懂性能、懂用途），车辆、设备按有关规定进行保养，确保其性能处于完好状态，符合安全技术要求，满足施工需要。加强对机动车司机的培训和教育，牢固树立“安全第一”的思想。坚持酒后不驾驶，疲劳不驾驶，不超载，不超速。严格定期对机械设备进行检修保养，不得带故障上路行驶。在施工现场区出入口设置规范、醒目的交通标示标牌。在平交道口及施工狭窄地段设置限速标志，必要时应设专人指挥交通。雨天行驶的车辆应设置防滑装置，并限制行驶速度，防止路滑造成行车事故。车辆行驶中严禁超车。（4）坠落防控措施：在浇筑走道上作业人员防护用具必须佩带到位，按照防止高空坠落要求检查作业人员落实情况；按照方案搭设浇筑支架，设置相关围护。（5）起重伤害防控措施：32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部特殊工种人员必须持证上岗，严禁顶岗和无证操作。吊装前，做好安全技术交底工作。吊车站位时，仔细调整吊车液压支腿，确保吊车的稳定性，避免支腿下沉而失稳。作业中，司机应与信号员密切配合，服从信号员的指挥。但在起重作业发生危险时，无论是谁发出的紧急停车信号，司机应立即停车。司机在得到信号员发出的起吊信号后，必须先鸣信号后起重。起吊时重物应先离地面试吊，当确认重物挂牢、制动性能良好和起重机稳定后再继续起吊。起吊重物时，在吊钩已挂上但被吊盖板尚未提起时，禁止作旋转运动。起吊、旋转时，速度要均匀平稳，以免重物在空中摆动发生危险。在放下时，速度不要太快，以防重物突然下落而损坏。起重机严禁超过本机额定起重量工作。起重机吊运时，不能从人头上越过，也不要吊着重物在空中长时间停留，在特殊情况下，如需要暂时停留，应发出信号，通知一切人员不要在重物下面站立或通过。起重机在工作时，所有人员尽量避免站在起重臂回转区域内。起重臂下严禁站人。吊装人员在挂钩后应及时站到安全地区。禁止在吊运重物上站人。在停工或休息时，严禁将重物悬挂在空中。当起重机运行时，禁止人员上下，从事检修工作或用手触摸钢丝绳和滑轮等部位。起重机作业时，严格遵守“十不吊”。6.2组织保障措施6.2.1项目安全管理结构框图6.2.2安全管理保证体系及管理措施6.2.2.1安全管理保证体系安全保证体系严格按业主批复的本标段实施性组织设计中的安全保证体系的机构、程序和方法进行。建立健全安全生产管理机构，成立以项目经理为组长的安全生产领导小组，全面负责并领导本项目的安全生产工作。本项目实行安全生产组织机构分三级管理，即：一级管理由项目经理32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部负责，成立安全生产领导小组，项目经理是组长，项目副经理和总工为副组长。二级管理由项目安全主管和专职安全员负责，本项目安全主管是，专职安全员是。三级管理由盖板涵施工队队长负责。6.2.2.2安全保证管理措施①按照项目部安全管理体系中各项有关制度，在本工程施工期间，进行管理覆盖。②在专项方案实施期间，落实项目负责人轮流值班制度。6.3技术措施6.3.1编制合理可行的技术方案，经批准后用于指导本工程施工。并根据施工实际情况进行方案实施期间过程跟踪和已完工序的验收。6.3.2编制详细可行的作业指导书及安全交底资料，落实交底制度。6.4应急预案6.4.1、应急领导小组由本项目部有关负责人组成附表格：（姓名分工电话）6.4.2、应急领导小组分工及职责⑴通讯联络组组长由担任，配备3个成员。通讯联络组的职责：事故发生后立即通过内线电话告知所有员工事故发生的位置及性质，并根据事态严重程度发出紧急疏散指令；汇总各方面的信息，传达上级指令。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部⑵现场救护组组长由担任，配备多个成员。现场救护组的职责：救护组成员应当掌握基本的卫生急救知识，在事故发生后负责对现场受伤人员进行救治，并扶持他们转移至安全区域，对伤情严重者应立即通过通讯组向医院求救，将伤者护送往医院。⑷交通疏导、疏散组组长由担任，成员由、组成。交通疏导、疏散的职责：交通疏导成员必须精确掌握施工现场各场所，各部位安全疏导线路和方向，在事故发生后正确有序地引导本部门人员向安全区域疏散，并负责维持良好的现场秩序。⑸现场抢修组组长由担任，其它成员由施工班组长、电工担任。现场抢修组负责抢修被事故破坏的设备、道路交通设施、通讯设备设施。负责修复用电设施或敷设临时线路，保障用电，维修各种造成损害的其他急用设备设施。为救援行动提供物质保证（包括应急抢险器材、救援防护器材、监测器材和指挥通信器材等）。6.4.3、应急反应预案⑴一旦发生紧急突发事故立即向应急小组组长——项目经理（）汇报安全事故情况，由项目经理根据事故情况逐级汇报。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部⑵应急小组组长带领紧急启动应急预案，由应急组织机构具体实施：指挥抢险救灾工作。抢救伤员，排除险情，防止事故蔓延扩大，保护好现场。（2）现场事故应急处理⑴基坑坍塌一旦发生塌陷，立即通知应急小组组长，紧急启动应急预案，首先，先清点塌陷区域的施工人员，确定是否有人被掩埋或压住等，一旦有人被掩埋或压住立即组织人员进行急救，同时救助前，先确定塌陷区是否安全，若有危险，必须先排除后方可施救，确保施救人员的安全，防止二次事故的发生。⑵触电事故一旦发生有人触电，立即通知现场电工切断总电源，在未切断电源前禁止人员直接上前施救，防止产生连续触电事故。同时通知应急小组进行现场急救，同时拨打医院急救电话。⑶机械设备、车辆、高空坠落等事故一旦发生此类事故，医疗救护人员立即进行简单清毒、包扎后派专车送医院急救。对事故严重者，立即拨打医院急救电话，派专职医务人员到现场急救，对伤员不能轻易移动，防止产生内伤或大出血危及生命安全。32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部当发生如高空坠落、被高空坠物击中、中毒窒息和机具伤人等而造成人身伤害时：①应立即向项目部汇报。②应立即排除其他隐患，防止救援人员遭到到伤害。③积极进行伤员抢救。（3）应急培训和演练①应急反应组织和预案确定后，施工单位应急组长组织所有应急人员进行应急培训。②组长按照有关预案进行分项演练，对演练效果进行评价，根据评价结果进行完善。（4）应急通信联络遇到紧急情况要首先向项目部汇报。项目部利用电话或传真向上级部门汇报并采取相应救援措施。施工班组应制定详细的应急反应计划，列明个班组及相关人员通信联系方式，并在施工现场的显要位置张贴，以便紧急情况下使用。（5）伤员抢救就医路线图施工便道---安西线--安家卫生院（轻伤，送医院救治）7、劳动力计划专职安全管理人员及特种操作人员名单（详见下表）（包括：专职安全员、电工、起重工、电焊工）附证书复印件8、计算书（32
江苏宝路122省道常州东段新建工程LJ-1标项目经理部如果加入涵台施工模板设计图需根据设计选择进行模板计算）与相关施工技术设计图纸8.1模板体系计算书8.2相关施工技术设计图纸8.2.1图一施工平面布置图8.2.1图二基坑开挖断面设计图8.2.3图三基坑围挡设置图8.2.4图四上下通道设置图8.2.5图五涵台模板设计图8.2.6图六浇筑走道设置图9、安全检查和验收10、其他需要说明的情况内部资料，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$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@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$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@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$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@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$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@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*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