中天合创管廊施工方案三标(土建)_(1)

'中天合创能源有限责任公司中天合创鄂尔多斯煤炭深加工示范项目全厂外管管廊土建施工方案编制：审核：批准：上海众一石化工程有限公司中京化工建设项目部2014年月日 一、目录1、工程概况……………………………………………………………………22、编制依据……………………………………………………………………33、施工程序……………………………………………………………………44、施工方法及技术措施………………………………………………………45、降低成本措施………………………………………………………………136、质量保证措施………………………………………………………………137、计量控制措施………………………………………………………………188、安全与环境保护施工措施…………………………………………………189、施工平面布置图及文明施工措施…………………………………………3810、劳动力需求计划及技能要求…………………………………………3811、工机具、计量机具、手段用料需求计划……………………………3940 1、工程概况1.1工程简介：内蒙古中天合创鄂尔多斯煤炭深加工示范项目地处内蒙古鄂尔多斯市乌审旗图克工业园内。中天合创鄂尔多斯煤炭深加工项目外管网工程由N1、N2、N3、N4、N5、N6、N7、E3、E2、E1共计10条外管组成,全程共计7.2公里。建设单位：中天合创能源有限责任公司监理单位:河北沧海石化工程有限公司总承包单位:上海众一石化工程有限公司施工单位：中京化工建设有限公司1.2主要技术参数：本方案为管廊基础施工方案。其中N2管廊架纵向间距为6m，横向每跨间距为6m，过路段最大跨度15m;N2管廊架纵向间距为6m,横向每跨间距为9m，过路段最大跨度24m;N3管廊架纵向间距为8m,横向每跨间距为9m,过路段最大跨度21m;E1管廊架纵向间距为6m,横向每跨间距为9m,过路段最大跨度24m基础埋深为-1.5m，基础尺寸;3000×3000mm、3500×3500mm、4000×4000mm、6000×3000mm、7000×4000mm。钢筋规格型号分别为：HPB300Ф8、HRB400Ф12、HRB400Ф14、HRB400Ф16、HRB400Ф20、HRB400Ф22，基础保护层为40mm、基础梁为35mm。基底标高为-1.5米.1.3主要工程实物量：钢筋工程量150t土方工程量28000m3模板工程量9855m2场平工程量m2砼工程量1604m3埋件工程量t1.4工程特征及特点：本工程为管廊排架结构，基础与地管相碰，基础处于地管下面，施工较为复杂。场地下水类型为孔隙潜水，地下水静止水位较浅。根据勘探报告，基底土质为细砂层土质，且底下水位较高，施工难度大，占线长。与道路施工交叉作业，制约施工进度。结构基础底标高为-1.5m，基础以钢筋混凝土独立基础为主，采用C35混凝土，垫层采用C15混凝土。1.3材料供货方式：本项目除砼外均由我单位采购.40 1、编制依据2.1施工图纸：131713-D710-122-DTL-0003、1006、1007、1008、1009、10102.2施工合同2.3施工组织设计2.4岩土工程勘察报告（详细勘察）2.5执行相关规范项目名称编号测量工程测量规范GB50026-2007地基与基础建筑地基与基础工程施工质量验收规范GB50202-2002建筑边坡工程技术规范GB50330-2002钢筋混凝土普通混凝土配合比设计规程JGJ55-2011普通混凝土拌合物性能试验方法标准GB/t50080-2002普通混凝土力学性能试验方法标准GB/t50081-2002混凝土结构工程施工质量验收规范GB50204-2010钢筋混凝土用钢第1部分：热轧光圆钢筋GB1499.1-2008钢筋混凝土用钢第2部分：热轧带肋钢筋GB1499.2-2007混凝土质量控制标准GB50164-2011混凝土强度检验评定标准GBJ107-2010钢筋焊接及验收规程JGJ18-2012钢筋机械连接通用技术规程JGJ107-2010钢筋焊接接头试验标准JGJ/T27-2001建筑工程施工质量验收统一标准GB50300-2001建设工程文件归档整理规范GB50328-2001T石油化工建设工程项目交工技术文件规定SH/T3503-2007石油化工建设工程项目施工过程技术文件规定SH/T3543-2007石油化工建设工程项目施工安全技术规范GB50484-2008安全环境建筑施工扣件式钢管脚手架安全技术规范JGJ130-2011建筑施工模板安全技术规程JGJ162-2008钢管脚手架扣件GB15831-2006建筑施工安全检查标准JGJ59-2011施工现场临时用电安全技术规范JGJ46-2005建筑施工高处作业安全技术规范JGJ80-91重大危险源辨识GB18218-200040 1、施工程序3.1定位放线控制流程基准点移交专业测量定位测量人员复测第三人复测技术人员复测报监理复核下道工序施工3.2基础分部工程施工工艺流程土方开挖挖桩头破碎钢筋加工绑扎垫层施工砼施工模板拆除基坑验槽模板安装土方回填3.3关键工序关键工序一览表序号关键工序名称工序特点、难点、主要实物量及主要技术参数（材质、规格等）控制方法1平面坐标及高程控制点控制桩坐标控制、基准点高程复测测量2轴线定位、标高控制轴线间距、位置复测，高程复测测量2、施工方法及技术措施4.1施工准备4.1.1．组织和调配施工人员进场，做好施工机械的检查保养、机械调迁运输的各项准备，确保施工机械完好、按时进点。同时做好施工材料的运输准备。4.1.2．做好现场施工临设的准备，根据业主提供的水、电连接点，进行测量定位，按批准的临设规划组织施工（包括临时围墙、办公设施、施工临时水、电、线路的铺设等），为正式工程全面开工做好准备。4.1.3.与业主、监理确认用于本工程技术标准、规程、规范。与业主及监理单位确认用于本工程的质量控制点、质量控制程序、联络程序及联络人员。4.1.4.熟悉施工图纸和技术要求，参与设计交底和图纸会审。及时解决设计中存在的问题，根据施工图纸确定施工顺序。4.1.5.做好材料计划编制和材料进场工作，及时进行材料的复试、报验。4.2施工方法40 4.2.1.严格按施工程序组织施工，即先地下后地上，先深后浅。土方工程采用反铲挖掘机和人工开挖(清底、修整)相结合，遇到桩部分，采用分工配合清理桩间土。根据外管基础结构图设计要求，基础持于第一层细砂层，部分基础持于第二层细砂层，由于基础基底标高在-1.5米，基础需进行超挖，超挖部分采用砂夹石进行地基处理。地基处理需分层回填分层夯实，分层厚度控制在250~300mm。夯实采用立式震动夯、平板震动夯及小型手推压路机。截桩采用风镐及电镐进行破除，将桩外钢筋进行剔出，按设计要求采用人工截桩，控制桩顶标高，严谨采用挖机等机械进行截桩处理。4.2.2.根基地勘报告，表层为沙土层，且水位部分较高，同时根据图纸要求，同时在开挖过程中根据实际情况，如水位较高，基坑开挖均采用大开挖的方式进行施工，有利于合理施工排水，如水位较低，基坑开挖时，每轴线采用大开挖方式。开挖的土方运至业主或总包指定地点。土方回填，根据施工范围特点和为了加快施工进度，在土方回填时，要保证基坑内不得有积水杂物及有机物质,回填土采用装载机回填,人工进行分层整平,分层厚度为250~300mm,用采用打夯机进行夯实,经见证取样密室度符合设计要求后,方可进行上层土方回填。4.2.3、砼采用业主指定的商品砼供应商。在施工砼过程中要对砼质量进行全程控制，根据管廊占线长且与各单位进行相互交叉作业，在砼浇筑时采用泵送施工，如遇道路不通情况采用钢板铺路方式进行施工。4.2.4.钢筋加工采用集中预制，主钢筋采用机械连接的方式，钢筋安装采用拖板车运至施工地点进行绑扎。柱钢筋绑扎和连接要保证连接的质量。4.2.7.模板采用九合板及木方制作的定型木模板。一般柱、梁结构的支模均采用Φ48.3×3.6mm钢管组合支撑系统，承重部位用双扣件。4.3施工技术措施4.3.1土方开挖基础开挖前，认真定位、放线，做好轴线、标高控制桩，并标注清楚，测量定位经共检合格方可按灰线进行开挖。动土作业前，必须按照业主现场总平面管理规定要求，提交动土作业审批，通过审批明确开挖区域是否存在地下管网、电缆、通讯设施等情况，在确认地下有地管、电缆、通讯设施的，应先采取人工开挖探明，并进行标示。严禁在未落实以上情况下，进行动土开挖。基坑采用挖土以机械（反铲挖掘机）为主，人工修整。基础开挖按照先施工承台，后施工基础梁柱的顺序进行开挖。土方开挖前应进行土方平衡测算，除部分留作回填外，多余土方应运至业主指定地点堆放。基坑周边1.0m范围内不允许堆放土方。根基地勘报告，表层为沙土层，且水位部分较高，同时根据图纸要求，同时在开挖过程中根据实际情况，如水位较高，基坑开挖均采用大开挖的方式进行施工，有利于合理施工排水，如水位较低，基坑开挖时，每轴线采用大开挖方式。开挖的土方运至业主或总包指定地点。基坑不允许超挖，土方开挖过程中，测量跟班控制标高，反铲挖掘机开挖接近设计底标高时应预留40 150～200mm土，人工清至基底。挖出土方如现场有堆放条件时，可就近整洁堆放并留足回填好土，以备回填所用。基坑开挖过程中按1:1进行放坡，根据地基处理要求，基坑每侧留设500mm宽工作面，如基坑开挖出现积地下水基坑开挖采用大开挖的方式进行,基坑周边挖300×200排水沟，拐角设500×500×400～1000(深)集水坑，水泵昼夜抽排水，防止基坑浸泡。地面上基坑周边挖设排水沟，按现场水的走向将水及时排走，防止坑上水流入基坑。土方开挖过程中要严格控制基底标高，严禁超挖。开挖好的基槽后应及时通知总包单位组织有关部门进行验槽。验槽合格后，立即进行垫层砼的施工。若地基需处理，按设计要求进行地基处理。开挖时在基坑周围搭设防护栏杆，栏杆采用Φ48.3×3.6mm脚手架钢管搭设并刷红白油漆。栏杆高为1.2m,设双道护栏，栏杆立杆间距为2m，在基坑内绑双管踏步式斜梯供作业人员上下。围护栏杆悬挂安全警示牌。4.3.2桩头破碎施工a、施工条件（1）应在围护结构、工程桩及立柱桩施工完成，围护体形成并达到设计强度；（2）大面积开挖至压顶梁底部后，方可进行围护桩头的破碎工作；（3）关于坑中坑的围护碎石桩必须在坑中坑开挖完成之后施工；b、机具准备序号设备名称数量用途1水准仪1台测量标高2切割机2台切割桩3空压机1台顶断桩头4吊车1台吊离断桩5自卸车1台运输断桩c、工艺流程挖桩四周的土方→弹桩顶标高控制线→用风镐破桩头→用手工整平桩顶→凿除残余→清洗桩头d、施工顺序（1）桩顶标高控制：根据基础垫层标高，用水准仪把桩顶标高控制点，划到桩的侧壁，为了防止机械在破桩头时破坏桩顶，把桩顶标高线向上抬高10㎝左右。40 （2）图纸设计要求桩锚入承台的长度100㎜，高出的桩头凿除。桩头凿除时先用风镐从桩的四周进行破除，当快接近桩顶标高时，用人工用凿除桩顶碎石，使桩顶大致平整。（3）凿除桩顶预加高的碎石，桩头不能乱碰，要保护整个施工中碎石桩位置的准确性。（4）如遇到桩顶标高正好是设计要求的标高，即桩顶标高正好是承台底部标高加上100，这样的桩顶标高是不需要凿除。（5）人工凿除关键施工区域的其余桩体，达到设计要求的桩顶标高，清楚桩头浮渣，并冲洗干净；e、施工注意细节（1）切割线施工，风镐破碎石；（3）关键施工区域的施工必须由人工操作，不得对有效桩造成破坏；（4）标高要符合设计要求，桩顶中间略高于四周。桩顶碎石洁净均匀、无夹层、无离析、强度符合要求。（6）如果桩头顶由于某种原因标高低于设计标高50cm以内，不要单独接桩，要把桩体部分立好模板，其直径略大于桩直径，和基础承台一起浇注f、成品保护（1）严禁使用重物敲击桩身，对成品桩体造成破坏；（2）严禁使用机硬性将桩头拉断，防止断桩出现；（3）不得随意弯曲桩体钢筋；（4）桩头清理干净后，注意保持；g、桩头质量缺陷及处理办法桩头缺陷是常见和重要的碎石灌注桩质量问题。一般的，当基槽开挖、破桩头到设计桩顶标高时，如果设计标高以下桩身（可见部分）出现以下情形，即为桩头缺陷：（1）主筋锚固长度不满足设计要求；（2）夹泥、混凝土强度不够；（3）桩头缺陷必须进行处理，否则不可以与上部结构连接处理桩头缺陷要根据缺陷的性质，有针对性的采取相应的措施；h、缺陷处理措施（1）工艺流程：清理桩头→凿桩→清渣→（2）施工顺序：将桩头清理干净桩头，凿去的碎石地面应留成平直面或略向桩中心倾斜，不得留成向桩外倾斜的坡度，将基槽内残留混凝土清理干净，浇筑压顶梁垫层，经监理验收后方可进行下一道工序。4.3.2基础模板施工基础垫层模板：用50×100mm木方做侧模。外用钢筋钎固定＠1000mm。40 基础承台模板：模板采用15mm厚木模板，模板内背楞采用50×70mm木方，外背楞采用Φ48.3×3.6脚手架钢管，模板支撑系统为钢管支撑系统。详见基础模板支撑图。Φ48.3×3.6钢管间距为上台宽固定主筋基础承台入土＞0.5mΦ48×3.0钢管@600mm50×70木方@300mm基础承台模板支撑图15mm厚模板地梁模板：模板采用15mm厚木模板，模板内背楞采用50×70mm木方，外背楞采用Φ48.3×3.6脚手架钢管，模板支撑系统为钢管支撑系统。见地梁模板支撑图。地梁模板支撑图50×70木方@300mmΦ48.3*3.6钢管支撑@600mm15mm厚木模板地梁入土深度＞500mm基础模板拆除:1）侧模在混凝土强度保证其表面及棱角不因拆除模板而受损坏后，方可拆除。2）拆除时要先拆上部后拆下部，先拆非承重部分，后拆承重部分。拆除时不得用力过猛，以防损伤混凝土构件棱角和表面。3）拆下来的模板要逐块传递下来，不得抛掷，拆除后随即清理干净，板面涂油。按规格分类堆放整齐，以利再用。4.3.4钢筋施工：40 a.钢筋的下料与加工:钢筋原材采购必须符合业主指定厂家,钢筋进场必须经监理现场检查符合要求方可进厂,进场的钢筋必须经监理现场见证取样,经试验合格后方可进行钢筋下料施工,如发现不合格现象应加倍取样,加倍复试不合格,必须全部退场.加工钢筋的机械等设备运作状态必须良好,并表示有操作规程,严格按照操作规程操作,并进行定机定岗定人.钢筋加工严格按照设计图纸及施工规范进行施工，本工程的所有钢筋的下料及加工成型，全部在施工现场进行。钢筋调直：采用调直机调直，钢筋经过调直后应平直，无局部曲折。钢筋切断：钢筋切断设备采用钢筋切断机。切断工艺：将同规格钢筋根据长度进行长短搭配，统筹排料。一般应先断长料，后断短料，减少短头，减少损耗。下料时应避免用短尺量长料，防止在量料中产生积累误差，为此宜在工作台上标出尺寸刻度线，并设置控制断料尺寸用的档板。弯曲成型：弯曲设备：钢筋弯曲成型主要利用钢筋弯曲机和手动弯曲工具配合共同完成。弯曲成型工艺：钢筋弯曲前，对形状复杂的钢筋，根据配料单上标明的尺寸，用石笔将各弯曲点位置划出。划线工作宜从钢筋中线开始向两边进行；若为两边不对称钢筋时，也可以从钢筋一端开始划线，如划到另一端有出入时，则应重新调整。经对划线钢筋的各尺寸复核无误后，即可进行加工成型。质量要求：钢筋在弯曲成型加工时，必须形状正确，平面上无翘曲不平现象。b.梁、柱主筋采用直螺纹连接，钢筋直螺纹套筒连接施工必须严格遵循规范标准钢筋直螺纹套筒连接工艺流程：现场丝接保护帽丝头检验滚压螺纹钢筋切割套筒采购，见证检验根据工程钢筋接头数量和施工进度确定钢筋滚压直螺纹成型机，由专业套筒生产厂家调试检测，使其处于完好状态。准备切割机、普通扳手及量规。根据批准后的施工总平面布置图布置机具，并架设钢筋套丝支架和防雨棚，每一支架两端各设一台套丝机，支架高度与套丝机刀口中心平齐，以保证被套丝钢筋轴线与刀具轴线重合。由厂家根据其工艺要求对操作人员进行交底和技术培训，经考核合格发给上岗证后方可上岗操作；对钢筋及连接钢套筒进行现场检验并见证取样送试，合格后方可使用。钢套筒质量要求：钢套筒表面必须有明显的钢筋级别及规格标记；表面不得有裂纹，螺牙饱满，无其它缺陷。经过牙规检查合格，用直螺纹塞规检查其尺寸精度；钢筋螺纹加工：钢筋套丝加工完成后，要求操作工人用专用的量规逐个检查钢筋丝头的加工质量，并作出操作者标记。如螺纹不饱满、断牙、凸牙或与量规牙形不吻合的即为不合格品。切掉20mm重新套丝。用环规检查其套丝长度时，如出现丝扣超长，则用手持砂轮机磨掉，直至满足规定的长度要求为止。经过自检合格的丝头，由专职质检员向监理报验。对每种规格加工批量随机抽查10%，且不少于10个，并按照规定填写钢筋直螺纹加工检验记录表。40 检验中若发现一个丝头不合格，即应对该加工批全数检验，不合格的丝头必须重新加工，经过再次检验合格后方可使用。已经最终检验合格的丝头，一头拧上同规格的保护帽，另一头拧上同规格的连接套，按照规格分类存放；钢筋直螺纹套筒连接：连接钢筋时必须检查直螺纹加工检验记录。钢筋连接工程开始前及施工过程中，应对每批进场钢筋进和接头进行工艺检验：每种钢筋接头试件不应少于3根；钢筋母材强度试件不应少于9根，且应取自接头试件的同一根钢筋；钢筋接头强度必须达到同类钢筋强度值，接头的现场检验按验收批进行，同一施工条件下采用同一批材料的同等级、同形式、同规格接头，以500个为一个验收批。如验收数量不足500个也作为一个验收批。对准轴线将待连接钢筋拧入连接套。梁两端，柱顶端带弯锚钢筋有朝向要求的，在连接该处钢筋的套筒使用正反丝套筒，通过使用扭力扳手紧固正反丝套筒达到拧紧要求。接头拼接完毕，应使两个丝头在套筒中央位置相互顶紧，套筒每端外露不得超过2丝，加长型接头的外露丝扣不受限制，但应有明显标记，以检查进入套筒内的丝头长度是否满足要求。c.柱钢筋绑扎：柱中的竖向钢筋搭接时，角部钢筋的弯钩应与模板成45°（多边形柱为模板内角的平分角，圆形柱应与模板切线垂直），中间钢筋的弯钩应与模板成90°。如果用插入式振捣器浇筑小型截面柱时，弯钩与模板的角度不得小于15°。箍筋的接头（弯钩叠合处）应交错布置在四角纵向钢筋上；箍筋转角与纵向钢筋交叉点均应扎牢（箍筋平直部分与纵向钢筋交叉点可间隔扎牢），绑扎箍筋时绑扣相互间应成八字形。框架梁、牛腿及柱帽等钢筋，应放在柱的纵向钢筋内侧。d.梁钢筋绑扎：纵向受力钢筋采用双层排列时，两排钢筋之间应垫以直径≥25mm的短钢筋，以保持其设计距离。箍筋的接头（弯钩叠合处）应交错布置在两根架立钢筋上，其余同柱。梁钢筋的绑扎与模板安装之间的配合关系：①梁的高度较小时，梁的钢筋架空在梁顶上绑扎，然后再落位。混凝土浇筑期间，钢筋工跟班作业，随时校正；禁止直接向模板内倾倒混凝土，禁止使用振捣棒直截振捣钢筋，严禁碰撞预埋件。当施工中发现钢筋或预埋件发生位移时，应立即组织按照位置进行校正，重新固定牢靠。4.3.5混凝土浇筑a.模板钢筋须全面检查合格，浇筑砼面控制标高抄测完毕，各项评定资料及报检资料齐全，并经共检合格，振动棒已接好，施工人员按排就绪并进行施工技术交底及安全技术交底等，方可浇筑砼。b.砼标号为垫层为C15、基础为C35,砼采用商品砼，并用砼泵车进行浇筑。商品砼进入现场后，应对其坍落度进行抽查并及时做好记录。c.基础施工先浇筑基础承台，部分有地梁的基础承台与基础梁一起浇筑，施工缝留置在基础承台顶面与柱交接处。40 d.砼一次下料不得过厚或堆集，应分层下料，分层振捣密实。e.砼应连续浇筑，间歇时间不得超过1.5h，对二轮班制浇筑砼，每班应将已浇筑砼振实后方可交接班。在浇筑承台部分的砼时，砼严禁在基础一面下料，应在基础的相对侧下料，防止一面下料将柱头及基础梁插筋挤偏。振捣泵送混凝土时，振动棒插入的间距一般为400mm左右，振捣时间一般为15~30s，并且在20~30min后对其进行二次复振。在浇筑混凝土时，应经常观察，当发现混凝土有不密实等现象，应立即采取措施。f.在砼振捣过程中，砼振捣人员应仔细振捣，振动棒严禁触碰梁柱插筋以及模板，防止造成钢筋偏位、模板涨模。g.砼试块的留置：标准养护试块，每工作班浇筑量按每100立方一组留置，不足100立方的留置一组；同条件养护试块按照施工手册及规范要求留置。砼试块拆模后标养试块应及时送试验室标准养护室进行养护，同条件养护试块应放置在靠近相应结构部位的适当位置，并应采取相同的养护方法，并记录每日平均温度，当平均温度逐日累计达到600℃.d时进行强度试验。h.瓦工对浇筑完的砼应按控制标高立即跟班找平压实，并在砼初凝后终凝前进行二次抹压。i.施工缝处理：在已硬化的砼表面，将水泥浆、松动石子清除，用高压水冲洗，并不得有积水，在浇筑砼前先铺一层与砼同成分的水泥砂浆20mm厚。4.3.6混凝土养护混凝土养护采用覆盖浇水法，混凝土浇筑完12h后覆盖塑料薄膜一层，覆盖浇水养护应在混凝土浇筑完毕后的12h内进行。混凝土的浇水养护时间不得少于7d，浇水次数应根据能保持混凝土处于湿润的状态来决定。混凝土的养护用水宜与拌制水相同。当日平均气温低于5℃时，不得浇水，采用覆盖塑料薄膜并加一层棉被保温。4.3.7基础土方回填回填土应在基础检查验收合格后，分层回填、夯实。大面积回填土，以装载机分层回填，局部回填土采用人工分层回填。土方回填前，先清除基槽内垃圾、积水、淤泥及其它杂物。回填土每层虚铺厚度300mm，采用机械夯实，夯实系数应达到设计要求。每层回填土均应测定密实度，合格后方可继续上层土方回填。4.4季节性施工措施：冬期施工措施另行编制。4.5成果保护4.5.1钢筋工程：钢筋绑扎完后，应采取保护措施，防止钢筋的变形、位移。浇筑混凝土时，应搭设上人和运输通道，禁止直接踩压钢筋。浇筑混凝土时，严禁碰撞预埋件，如碰动应按设计位置重新固定牢靠。楼板的弯起钢筋、负弯矩钢筋绑好后，不准在上面踩踏行走。浇筑混凝土时派钢筋工专门负责修理，保证负弯矩筋位置的正确性各工种操作人员不准任意掰动切割钢筋。40 4.5.2混凝土工程：管廊已浇筑的梁表面混凝土要加以保护，必须在混凝土强度达到1.2MP。以后，方准在面上进行操作及安装结构用的支架和模板。4.6影响本方案实施的其它专业要求影响本方案实施的其它专业主要是电气专业，电气专业主要是防雷接地利用柱内钢筋作为引下线，土建浇筑混凝土前防雷接地焊接必须完。4.7工序质量检验要求主要工序质量检验表表4.4序号工序质量检验项目检验方法检验数量合格标准①备注1钢筋加工形状尺寸尺量随机规范规定GB50204-20022钢筋外观质量目测随机第5.2.4条GB50204-20023钢筋性能检验试验随机第5.2.1条GB50204-20024钢筋安装一般要求尺量随机第5.4.1~7条GB50204-20025钢筋安装容许偏差尺量随机规范规定GB50204-20026模板支撑尺量随机第4.2.1条GB50204-20027模板安装容许偏差尺量随机规范规定GB50204-20028砼原材及配合比目测随机第7.2.1~7.3.3条GB50204-200219混凝土施工旁站随机第7.4.1~7条GB50204-20025降低成本措施5.1对全体人员进行成本意识教育，提高成本意识。5.2施工前制定合理的施工顺序，合理平衡土方，精心组织，合理安排，尽量减少现场重复用工，减少人工费支出。5.3严格材料管理，采用限额领料和借用制，减少材料浪费和丢失。5.4加强现场保卫管理，减少材料丢失。5.5实行项目核算，将项目盈亏与管理人员收入与相挂钩5.6合理利用规范容许的负公差，合理节约材料人工支出。尤其是对梁板柱及基础截面的控制。6质量保证措施6.1质量管理目标：建筑工程的单位工程一次交验合格率100%，质量目标分解到分项工程。序号分项工程名称分项工程质量目标备注建筑安装1土方开挖合格40 2土方回填合格3地基处理合格4模板工程合格5钢筋工程合格6混凝土工程合格5.1项目组织机构项目经理:施工经理：项目总工：安全部：办公室：经营部：预算部：工程部：质量部：材料部：项目经理:6.3、质量保证体系：施工经理：项目总工：质量经理：质量部：工程部：专业队：设材部：40 6.4、工程质量控制程序合格合格参加设计交底和组织施工图纸会审编制施工组织设计或施工方案进行工程技术交底下达分项（检验批）工程自检记录施工完后操作人员自检并填写自检记录施工班组复检分项（检验批）组织施工C级检查：项目队质检员检查确认A、B级检查：项目部质检员检查确认A、B级检查：监理工程师检查确认A级检查：甲方专业工程师检查确认施工成果保护不合格不合格合格合格合格不合格返工、返修6.5施工过程质量控制6.5.1、质量通病预控措施质量通病预控措施表表7.5.1序号通病名称预控措施达到标准执行人责任人监督人1土方随意堆放土方开挖在定位放线时，规定其堆放位置及基准线，离基坑一米，留作回填的土方堆成梯形（截面），多余土方应及时外运；合格2施工区域积水、排水不畅规划临时排水系统，保证沟渠畅通合格40 3基坑积水、塌方基坑内积水必须及时排除，基坑边缘应按规定放坡合格4回填土中含有杂物（淤泥、冻土、建筑垃圾等）保留质量好的土作为回填土，清除土中的杂物合格5回填土下沉回填土方时应按规定分层夯实（或碾压），并保证碾压遍数，有密实度要求时，应逐层检测其密实度，合格后再回填下一层；合格6带水回填回填基坑或基础前，应严格排除坑内积水合格7原材料质量检验失控理顺原材料进库检验及储存，加强进库见证取样复验合格8砼试块留置数量不够砼浇捣前做好试块留置组数计划，并检查现场试模是否够数。标准养护试块应及时送试验室养护。同条件养护试块应放置在适当地方。合格9钢筋焊接检验不规范。严格按钢筋焊接及验收规范要求进行外观检查并见证取样合格10砼养护措施不当或时间不足按规范要求的养护时间保证砼表面湿润合格11砼缺陷修补拆模后应现场检查砼外观质量，规范允许范围内的缺陷督促施工单位及时修补。超出规范允许的缺陷则必须作出原因分析和修补方案，经项目经理部审查监督修补并做好修补记录。合格6.5.2、确定ABC三级质量检查工序质量A、B、C三级质量控制点表工序编码质检名称质检等级质量控制手段质量控制方法10100工程测量定位轴线标高测量A测量量测10101地基验槽B试验钎探10102标高、边坡尺寸检查C测量目测10104回填标高密实度检查B试验、旁站量测10400混凝土基础10401基础地基标高尺寸检查B测量量测10402钢筋，焊条检验B试验试验10402焊工合格证及焊接试验B试验试验10402半成品加工偏差C测量量测10500砼养护检查C目测目测10501一般砼试块强度检查C试验试验10502重要结构（部位）砼试块强度B测量量测10502一般基础外观允许偏差B测量量测10502重要基础外观允许偏差B测量量测10503基础隐蔽检查B监督旁站目测10600重要设备基础外观偏差B测量量测10601原材料及配合比检查B试验、目测试验、目测10603回填土标高密实度检查C试验试验10603现浇混凝土结构40 10603模板支撑强度刚度稳定性C测量量测10604支模方案实施检查B测量量测10604预留孔件中心标高尺寸B测量量测10604焊工合格证及焊接试验B试验试验10604半成品加工偏差C测量量测10604原材料，配合比检查C测量量测10604砼搅拌（配比计量时间）C目测目测10604砼浇筑震捣检查C监督旁站目测10605砼试块制作塌落度检查B监督旁站量测10606砼养护检查C目测目测10700一般砼试块强度检查C试验试验10702重要结构部位砼试块强度B试验试验10702一般砼结构外观允差C测量量测10702重要砼结构外观允差B测量量测10702现浇砼隐蔽检查B测量量测6.5.3、质量检查程序及要求现场检查记录现场检查检查点清单对现场检查通知回复资料存档确认签字现场检查通知返修存档备案不合格5计量控制措施施工中使用的计量器具如全站仪、水准仪等按规定定期检定，建立计量器具台帐。主要计量器具一览表序号名称种类检定周期检定日期检定结果型号1全站仪长度12月合格STS7522水准仪长度12月合格NAL12440 3经纬仪长度12月合格J-65安全与环境保护施工措施8.1、安全保证体系项目经理:施工经理：安全经理：专业队：材料部：办公室：经营部：预算部：工程部：质量部：40 8.2危险源危害辨识清单中天合创鄂尔多斯煤炭深加工示范项目外管廊重大危险源及控制措施编号：序号重大危险源名称可能导致的危害产生地点或岗位责任部门控制措施备注1高处作业高处坠落物体打击项目施工部1.作业人员的身体必须符合要求；2.正确使用安全带；3.正确佩戴安全帽；4.高处作业所使用的吊兰、滑板等机械、设施等必须经过检查验收；5.高处作业必须有专人监护，作业点下方设警戒区；6.必须编制高处作业安全作业指导书，并按要求执行；7.认真开展班前活动；8.脚手架、爬梯等等高设施必须符合安全要求。2土方开挖坍塌全厂外管廊基础土方开挖项目施工部1、编制专项开挖及支护方案，并按照相关程序经监理及业主批准，超过5米深基坑须经专家论证经审批确认.2、设备进场前必须进行勘察，摸清地质情况，将设备摆放在平整结实的地面3、基坑开挖后，要分层分段开挖，边开挖，边支护，待支护完成后方能进行下一层土方开挖。4、基坑围护结构、周边建筑物、地下管线；位移、沿降监测，达到报警值必须采取措施；5、基坑边不得堆载过中部、过近；余土、材料、设备不得放置在基坑开挖边缘5米范围以内，运土车辆要依照规定路线行驶，以防止基坑受外力引起基坑坍塌6、做好对施工人员的安全教育和安全技术交底。40 5动火作业火灾、爆炸全厂外管廊钢筋焊接项目施工部1.电焊工必须持证上岗；2.动火作业前必须清理周边的易燃易爆物品；3.氧气和乙炔瓶的存放、使用、运输必须符合安全要求；4.氧气瓶、乙炔瓶必须安装减压阀，乙炔瓶必须安装防止回火装置；5.动火作业必须有专人监护；6.动火作业点必须配备合适的灭火器材；7.在生产区或密闭空间动火作业，必须按规定进行可燃气体浓度检测；8.易燃易爆物品必须设置专门仓库，专人负责，设置安全警示标志及配备灭火器材；9.电焊机必须有专用的漏电保护器，必须有可靠的接零保护。40 6起重吊装起重伤害设备损坏全厂外管廊材料卸货，倒运项目施工部1.起重设备必须在检验有效期内；2.起重设备的超高限位，超载限位和力矩保护器等安全装置必须齐全有效；3.吊装区域必须设置警戒区；4.吊车司机及指挥必须持证上岗；5.严格遵守“十不吊”；6.吊装前进行安全检查，正式吊装前进行试吊。7.对设备进行定期检测、保养维护，确保作业安全。1确保作业范围无无关人员，无交叉40 7临时用电触电、火灾项目实施全过程项目施工部1.严格审查临时用电施工组织设计，并监督临时用电施工及管理；2.临时用电接驳及维修等必须有专业电工执行；3.临时用电必须采用“TN-S”系统及“三级配电‘两级保护”；4.开关箱必须安装隔离开关和漏电保护器，漏电动作电流部大于30毫安；5.配电室及配电箱处配备灭火器材；临时用电维修必须执行上锁或挂牌规定。40 8物资存储火灾爆炸项目实施全过程项目施工部1.按照货物特性分来存储；2.氧气、乙炔气瓶要按照要求分开存储，防止泄露爆炸；3.不同特性的废品指定堆存，严禁占用消防通道；4.加强营地的易燃易爆物品管理工作，设专人定期检查；5.现场生产作业，必须按照要求配备消防灭火器材；6.加强对作业人员的安全意识、技能教育；7.加强油漆管理，集中存放，专人看管；40 8.3施工现场主要环境因素辩识、评价及控制措施表中天合创鄂尔多斯煤炭深加工示范项目外管廊重要环境因素及控制措施序号重要环境因素名称环境影响产生地点或岗位责任部门控制措施备注1化学危险品（油漆等）的泄漏或挥发土壤污染施工区域项目施工部1．严格执行《危险化学品管理条例》、《广东寰球广业工程有限公司ＨＳＥ管理体系》，施工项目中的所有行为必须按照施工规范和方案进行。2．所有施工作业人员必须经过三级安全培训教育后发证方能上岗。3．施工作业中专业工程师必须对作业人员进行安全技术交底。4．施工作业中对于油罐安装，必须严格遵守施工方案和操行程序进行。5．作业过程中如有泄漏情况发生，应立即启动应急措施/应急预案。6．在有限空间及油罐作业中必须进行气体分析、测试及空气置换。7．施工中的废油/废料放入指定地点，统一处理，严禁随意排放。8．对于易燃物品的存放，必须有专用的库房，专人保管，并配备消防器材。9．加强项目安全监督和检查，确保项目HSE管理体系有效运行．40 2有毒气体中毒人员中毒职业伤害施工区域项目施工部1．严格执行《中华人民共和国食品卫生法》、《广东省安全生产条例》、《广东寰球广业工程有限公司ＨＳＥ管理体系》等法律/法规/条例，施工项目中的所有行为必须按照施工规范和方案进行。2．所有施工作业人员必须经过三级安全培训教育后发证方能上岗。3．对于现场易挥发泄露的气瓶、油漆等进行严格保管，分类存放。4．有限空间及坑、井地下作业，应做有害气体分析和测验，同时进行空气置换。5．对于施工中的废气/废弃物的处理必须按照文明施工计划方案进行。6．施工中使用的气体和易燃物必须单独存放，专人管理，严格执行保管制度。7．制定有害气体及中毒事故的专项应急预案。8．加强安全监督和检查，确保项目ＨＳＥ管理体系有效运行。40 8.4监测监控与管理措施8.4.2用电安全1)施工用电实行“三相五线”三级配电两级保护，末端实行“一机、一闸、一漏、一箱”；2)施工用临时电线或电缆必须架空或套管埋入土中。配电盘应有防雨措施，配电箱应上锁，专人管理，严禁私接乱拉电线；3)施工用电应按规定在总配电箱及用电末端安装合格漏电保护器，每级配电保护零线应接地；4)对所有用电器械、电线要求经常检查，对有破损不能满足安全使用要求的及时更换，否则严禁使用；5)所有输电线应与钢筋、钢管、钢模板等绝缘；水下作业配绝缘胶靴，且检查线路是否有损；6)夜间施工现场施工必须保证有足够的照明，危险、潮湿场所及手持照明灯具必须使用安全电压；7)施工用电应严格管理，建立日常检查与维护制度，并认真实施。8)临时用电另行编制安全专项施工方案8.4.2机械电动设备的操作规程1)各种机械、电动设备均设安全操作规程牌并挂在附近，且严格执行，电动设备必须做防雨棚且接零接地；2)各种施工机械必须派专人操作，持证上岗，严禁无证操作；3)施工用索具及吊具等应经常检查，对不符合使用安全要求的及时更换；4)各种机械电动设备专人保养、定期检查，严禁带病作业8.4.3消防设施及易燃品堆放1)木材加工、材料库等重点消防区设足够灭火器，且定期更换药液；2)木材加工区应单独选定，且及时清理碎木、锯屑；3)易燃、易爆物品按规定单独堆放。4)氧气瓶、乙炔瓶分开安放，保证明火安全距离10M，派专人保管，专人使用，堆放地点设遮阳棚，严禁曝晒8.4.4基坑安全措施：基坑四周搭设防护栏杆并在基坑内绑扎双管斜梯供人员上下。8.4.5做好安全技术交底。开工前，技术人员应对操作人员进行详细的工作程序中安全技术措施交底，使全体施工人员熟知各级岗位职责和安全操作方法。避免口号式，无针对性的交底，并认真履行交底签字手续，以提高接受交底人员的责任心。8.4.6安全管理措施(1)建立完善的环保、职业安全卫生管理机构，分公司设置安全部，设安全经理，专业公司设专职安全员，每日跟班巡回检查。(2)对进场员工进行安全培训及三级安全教育，学习环保、职业安全卫生手册及程序文件。(3)每周进行三次安全例会，每日班前班组长对班组人员进行安全快会，并做好安全日记。(4)每个月一次进行环保、职业安全卫生检查，并不定期进行专项检查。40 应急预案1.1编制目的为提高中中天合创鄂尔多斯煤炭深加工项目施工现场安全生产突发事件的处置能力，保护员工的生命安全，减少财产损失，在生产安全事故发生后能够迅速、有效地实施救援，控制和处理事故，特制订本预案。1.2编制依据依据《中华人民共和国安全生产法》、《中华人民共和国消防法》、《建设工程安全生产管理条例》、《生产经营单位安全生产事故应急预案便是导则》、《特种设备安全监察条例》、《关于进一步加强安全生产工作的决定》、《安全生产许可证条例》、《国务院关于特大安全事故行政责任追究规定》和《国家突发公共事件总体应急预案》等法律法规及有关规定，制定本预案，本预案属公司强制定规定。1.3适用范围本预案适用于中化三建内蒙古本项目中天合创鄂尔多斯煤炭深加工项目突发性事故的应急工作。1.4应急预案体系本项目的应急预案包括综合应急预案、专项应急预案和现场处置方案，明确事故预警、应急响应、后置处置各环节中相关部门和有关人员的职责。1.5工作原则本项目应急救援工作实行“预防为主，减少危害，以人为本，安全发展，统一管理，分级负责，条块互动，现场自救与社会援助相结合”的工作原则。2危险性分析2.1工程概况2.1.1项目名称：中天合创鄂尔多斯煤炭深加工项目2.1.2建设地点：内蒙古鄂尔多斯市乌审旗图克镇工业园区2.1.3施工范围：中天合创鄂尔多斯煤炭深加工项目全厂外管2.1.4建设单位：中天合创能源有限责任公司2.1.5监理单位：河北沧海石化工程有限公司2.1.6总包单位：上海众一石化工程有限公司2.1.7分包单位：中京化工建设有限公司2.1.8承建的主要工程内容：全厂外管2.1.9工程特点：本工程为管廊排架结构，基础与地管相碰，基础处于地管下面，施工较为复杂。场地下水类型为孔隙潜水，地下水静止水位较浅。根据勘探报告，基底土质为细砂层土质，且底下水位较高，施工难度大，占线长。与道路施工交叉作业，制约施工进度。结构基础底标高为最浅处-1.5m，最深处-3.0m，基础以钢筋混凝土独立基础为主，采用C35混凝土，垫层采用C15混凝土，40 2.2危险源与风险分析在施工生产过程中存在各类危险因素，如高处堕落、物体打击、触电、机械伤害、起重伤害、坍塌、火灾爆炸、中毒和射线等危险因素，可能危害施工人员生命安全和身体健康，危害国家财产安全。因此，项目必须做好各类危害的应急准备。3组织机构与职责3.1应急组织体系项目成立应急指挥中心。总指挥由项目经理担任，副总指挥由副经理担任，成员为各管理部室主任，专业公司项目队长等组成。应急指挥中心设在项目综合办办公室。应急组织机构图地方政法应急指挥中心上海众一化工建设有限公司中京化工建设有限公司专家组中京公司职能部门应急指挥中心办公室物资供应组后勤保障组应急抢险组医疗保障组信息联络组管理监督组事故发生现场40 本项目应急指挥中心体系图中化股份有限分司应急救援管理委员会内蒙古、鄂尔多斯应急指挥中心本项目应急指挥中心总指挥：副总指挥：成员：社会信息应急指挥中心办公室主任：组长：医疗保健组组长应急抢险组组长：信息联络组组长：管理监督组组长：后期保障组组长：物资供应组现场应急救援领导小组组长：3.2指挥机构与职责3.2.1本项目应急指挥中心职责：40 本项目应急指挥中心是分公司应急管理的最高指挥机构，负责分公司重大事件的应急指挥工作，职责如下：（1）接受中煤鄂尔多斯能源化工股份有限公司和内蒙古、鄂尔多斯应急管理办公室的领导，请示并落实指令；（2）组织编制、修订分公司安全生产应急救援预案方面的规章制度并负责组织实施。审定签发分公司综合应急预案和专项应急预案；（3）组织本项目安全生产应急救援预案体系建设，指导、协调项目专业分公司项目队施工现场及有关部门安全生产应急救援预案工作；（4）负责本项目安全生产应急救援资源监督管理和信息的接收、处理和上报工作；（5）下达预警和应急预案启动指令，下达预警解除和应急预案终止指令；（6）审定分公司及重大事件现场应急处理方案；（7）确定现场指挥部人员名单和聘请的专家名单，并下达派出指令；（8）在应急处置过程中，负责向中天合创能源有限公司和地方政府主管部门求援或配合政府应急工作；（9）审定并签发向中天合创能源有限公司应急指挥中心办公室及地方政府主管部门的报告；（10）审查应急工作的考核结果；（11）审批本项目级重大事件应急费用；（12）统一协调应急救援所需应急物资准备的配备；（13）负责分析所有施工现场危险源监控信息，及时提出预警信息。（14）组织、指导本项目安全生产应急救援培训工作。组织、指导本项目安全生产应急救援训练。3.2.2综合办公室在本项目事故应急救援指挥中心的领导下开展应急工作，其职责：（1）接受应急事件的报告，跟踪事态发展动态，及时向本项目应急指挥中心汇报，请示并落实指令；（2）负责本项目各职能部门间协调，并按照本项目应急指挥中心指示统一对外联系；（3）负责上报材料的审核工作及对外信息的发布；（4）接受群众性上访人员材料，并参与接待、政策解释和疏导工作；（5）负责本项目应急指挥中心交办的任务。3.2.3安全监督部在本项目事故应急措施救援指挥中心的领导下开展应急工作，其职责：（1）了解并跟踪施工现场发生的事件及处理情况，及时向本项目应急指挥中心汇报，请示并落实指令；（2）按照分公司应急指挥中心的指令，向对口的地方政府主管部门报告和必要时的求援；（3）组织编制（修订）本项目重大事故总体应急预案和专项应急预案；（4）负责本项目和施工现场应急管理的监督；（5）重大事件派员参加施工现场事故应急处理工作；（6）聘请应急救援专家，协调应急救援专家组成员对本项目重大事件应急处置的意见；40 （1）督促指导施工现场应急预案的演练；（2）负责分公司应急指挥中心交办的任务。3.2.4工程项目管理部在本项目事故应急救援指挥中心的领导下开展应急工作，其职责：（1）了解并跟踪施工现场发生的事件及处置情况，及时向本项目应急指挥中心汇报，请示并落实指令；（2）负责组织协调事故状态下的人员、机械的调配，制定并落实生产计划调整方案；（3）重大事件派员参加施工现场事故应急处置工作；（4）参与专项应急预案的编制（修订）、演练；（5）负责本项目应急指挥中心交办的任务。3.2.5设备材料部在本项目事故应急救援指挥中心的领导下开展应急工作，其职责:（1）了解并跟踪施工现场发生的事件及处置情况，及时向本项目应急指挥中心汇报，请示并落实指令；（2）负责督促指导专业公司项目队应急救援物资的计划编制、资金申报、物资采购、保管、供应及调配；（3）负责调运各类抢险设备、工具及材料；（4）重大事件派员参加施工现场事故应急处置工作；（5）参与专项应急预案的编制（修订）、演练；（6）负责本项目应急指挥中心交办的任务。3.2.6现场保卫部在本项目事故应急救援指挥中心的领导下开展应急工作，其职责:（1）了解并跟踪施工现场发生的事件及处置情况，及时向本项目应急指挥中心汇报，请示并落实指令；（2）负责组织本项目抢险小分队（即经济保卫中队）的日常管理和训练，并对突发事件现场周围的警戒，控制无关人员进入现场；（3）负责做好非安全区域内人员的疏散和隔离工作，配合医护人员抢救运送伤员；（4）负责对非安全区域内道路进行交通管制，确保抢险救灾车辆顺利通行；（5）参与现场应急处置工作；（6）负责群体性事件、火灾专项应急预案的编制（修订）和演练；（7）负责本项目应急指挥中心交办的任务。3.2.7工程技术开发部在本项目事故应急救援指挥中心的领导下开展应急工作，其职责:（1）了解并跟踪施工现场发生的事件及处置情况，及时向分公司应急指挥中心汇报，请示并落实指令；（2）负责对事故应急救援提出应急处置方案的编制和提供技术支持；（3）重大事件派员参加施工现场事故应急处置工作；（4）负责本项目应急指挥中心交办的任务。40 3.2.8劳资部门在本项目事故应急救援指挥中心的领导下开展应急工作，其职责:（1）组织编制应急救援人员的培训计划，并监督指导各专业分公司项目队编制应急救援人员的培训计划和实施，负责组织应急培训工作总结；（2）负责应急工作的考核；（3）参与群众性上访人员政策解释和疏导工作；（4）重大事件派员参加施工现场事故应急处置工作；（5）负责本项目应急指挥中心交办的任务。3.2.9财务部在本项目事故应急救援指挥中心的领导下开展应急工作，其职责:（1）为事故应急求援所需物资提供资金保证；（2）负责本项目应急指挥中心交办的任务。3.2.10现场应急救援领导小组现场应急救援领导小组职责：（1）在项目部事故应急救援指挥中心的领导下，负责本施工现场的日常应急指挥工作；（2）负责组织施工现场应急救援队伍的落实、协调和管理；按照伤员伤情的轻重和类型送达当地工伤定点医院及时救治；（3）应急事件发生时，负责判断并启动响应的应急预案，组织、指导、协助和协调应急处理和应急救援；（4）及时掌握应急事件发生的情况，及时向项目部应急救援指挥中心报告，确定应急处置对策；（5）批准应急救援所需应急物资装备的配备；（6）检查落实现场各项应急物资装备的准备工作；（7）负责专项应急预案的演练方案的策划，并组织实施和演练总结；（8）按照项目部事故应急救援指挥中心的指令，向中天合创能源有限公司和地方政府应急管理办公室报告和求援；（9）负责组织编写现场应急处置的总结和应急资料的归档。4.预防与预警4.1危险源监控本项目各有关部门和各专业公司项目队应当加强对重大危险源进行监控，针对重大危险源开展风险评估，组织好危害辨识，做好安全策划，提出可行的安全技术措施，做到辨识的充分性，评价的准确性，控制措施的针对性。4.2预警行动各级各部门安全生产事故应急机构接到事故信息后，及时启动应急预案，采取相应行动预防事故的发生。40 发生生产安全事故的专业公司项目队在上报事故的同时，立即启动施工现场应急救援预案和专项应急救援预案。项目部应急救援中心指令事故现场采取防范措施，并跟踪事态发展。4.3信息报告与处置对可能引发的生产安全事故险情的重要信息及时上报。发生生产安全事故后，事故现场有关人员应当立即报告单位负责人，单位负责人接到报告后，应立即报告分公司分管领导和主管部门。发生I、II级事件，专业公司项目队除立即报告分公司应急指挥中心外，同时报当地政府有关部门，本项目应急指挥中心及时向中天合创能源有限公司应急指挥中心办公室报告。发生生产安全事故的专业公司项目队在上报事故时，同时主动向项目部提供事故的详细资料，包括事故发生的时间、地点、单位、简要经过、伤亡人数和采取的必要措施等，为有关部门研究制定救援方案提供参考。4.应急响应5.1响应分级5.1.1符合下列条件之一的，为I（中天合创项目）级事件：（1）公司现有救援设施无法对事件进行有效控制，可能引发重大次生灾害事故，所需紧急救援；（2）一次死亡三人及以上的事故，或一次重伤10~49人；（3）一次急性中毒20~49人；（4）直接经济损失在500万元以上。5.1.2符合下列条件之一的，为II（公司）级事件：（1）一次造成1~2人死亡的，或10人一下重伤；（2）或大于50万元直接经济损失。5.1.3符合下列条件之一的，为III（二级单位）级事件：（1）除I、II级的事件；（2）经危害分析、风险评估确认的IV级事件。5.2响应程序5.2.1IV级事件响应：发生紧急情况后，发现者应大声呼救，或要求停止作业，争取及时信息传递到现场应急机构。并在力所能及的范围内采取初步措施，控制事态发展。5.2.2III级事件响应：现场应急机构接警后，各有关人员应立即到各自相应岗位，按分工进行响应。5.2.3II级事件响应：当接到现场应急机构的报告后，应根据事件情况，依据公司应急预案规定进行响应，为现场提供指导、帮助。5.2.4I级事件响应：40 当事态不能控制时，现场应急机构得到分公司授权后，向当地相关组织、单位求救，获得增员。5.3应急结束经应急处置后，现场应急机构确认满足响应分公司专项应急预案终止条件时，分公司应急指挥中心即可下达应急结束指令。6.信息发布本项目安全生产委员会会同分公司综合办公室具体负责安全生产事故的发布工作。信息发布应遵守国家法律法规，实事求是、客观公正、内容详实、及时准确。7.后期处置7.1应急结束后，现场应急机构负责编写应急总结，内容包括以下方面：（1）事件情况，包括事件发生时间、地点、波及范围、损失、人员伤亡情况、事件发生的初步原因；（2）应急处置过程；（3）应急处置过程中动用的资源；（4）应急处置工程遇到的问题，取得的经验和吸取的教训；（5）对预案的修改建议。7.2现场应急机构应急总结材料负责向分公司应急指挥中心和向所在地政府有关部门上报。7.3本项目应急指挥中心负责对现场应急机构的应急总结等资料进行汇总、归档，并起早上报材料。7.4按照本项目应急指挥中心指令，分公司职能部门负责向股份公司应急管理办公室和地方政府有关部门报告。40 8.保障措施8.1通信与信息保障8.1.1建立、完善应急通信系统，主要采用电话报警，应急电话要设在办公室醒目的地方，并简要说明何种情况下打何人电话，公布的电话严禁关机或停用，如相关人员变更电话号码，必须及时公布和相互告知。在应急过程中保证应急通信通畅。应急通信流程中国化学工建设有限公司应急指挥中心鄂尔多斯应急指挥中心综合办公室安全监督部财务部武装保卫部设备材料部工程技术开发部工程项目管理部TCC内蒙古分公司应急指挥中心人力资源部现场应急指挥小组公众专家预测政府施工现场中天合创8.1.2确定24小时与相关部门的通讯、联络方式。主要应急联系电话号码：常用电话：火警：119急救中心：120匪警：110急救医院：乌审旗医院：中京化工有限公司应急指挥中心办公室：现场应急指挥中心电话：总指挥：副总指挥：安全监督部：设备材料部：40 工程项目管理部：财务部：8.2应急队伍保障本着以施工现场作业人员为基本应急队伍的原则，建立和完善应急体系，充分利用区域内人力资源，签订互助协议，保障物资供应、医疗卫生、治安保卫、交通维护等应急救援力量；加强应急队伍业务素质的培训和演练，不断提高现场应急队伍对突发事件的处置能力。8.3应急物资装备保障建立健全分公司应急物资的保障体系，做到应急物资资源共享。各施工现场完善物资储备。应急物资装备清单序号物资名称数量存放地点管理责任人联系电话1对讲机4分公司材料设备应急物资仓库2铁锹103千斤顶1个4防毒面具20副5应急灯6个6安全带20条7安全帽20顶8金属切割机1台9冲剪机1台10麻绳200米11灭火器50瓶12消防水带1000米13消防斧4把14电工工具2套15手动葫芦2个16卷扬机1台17抽水泵1台18加压泵1台19电焊机2台20气割工具2台8.4经费保障本项目应急指挥中心对应急工作的日常费用做出预算，财务部负责审核，经应急指挥中心审定后，列入年度预算，应急处置后，财务部门对应急处置发生的费用进行如实核销。40 9.培训与演练9.1培训本项目有关部门组织各级应急管理机构以及施工现场救援队伍的相关人员进行应急知识培训和业务培训。各专业公司项目队组织对兼职救援队伍和全体员工的培训，提高员工自救、互救的能力。9.2演练本项目应急指挥中心按有关规定组织事故应急演练，项目经理部（厂）根据现场特点，现场至少组织一次演练。（1）参加演练的单位、部门、参加人员和演练地点；（2）起止时间；（3）演练的项目及内容；（4）演练过程中的环境条件；（5）演练过程中动用的设备、物资；（6）演练结果；（7）持续改进的建议；（8）演练过程记录的文字、音像资料等。10．奖惩（1）对安全生产事故应急管理工作中做出贡献的集体和个人给予表彰与奖励。（2）对迟报、瞒报事故或在应急管理工作有失职行为的，对有关责任人给予行政处分。11.附则11.1术语和定义（1）安全生产指在生产过程中，防止事故的发生，在保证劳动者安全健康和财产安全的状态下顺利进行。（2）事故指使一项正常进行的活动中断，并有时造成人身伤亡或设备损毁的意外事件。（3）应急预案针对可能发生的事故，为迅速、有序地开展应急行动而预先制定的行动计划方案。（4）应急准备针对可能发生的事故，为迅速、有序地开展应急行动而预先进行的组织准备和应急保障。（5）应急响应事故发生后，有关组织或人员采取的应急措施或行动。（6）应急救援在应急响应过程中，为消除、减少事故危害，防止事故扩大或恶化，最大限度的降低事故造成的损失或危害而采取的救援措施或行动。40 （7）恢复事故险患的影响得到初步控制后，为使生产、工作、生活和生态环境尽快恢复到正常状态而采取的措施或行动。（8）高处坠落在高处作业中发生坠落造成的伤亡事故，不包括触电高空坠落。（1）物体打击物体在重力或其他外力作用下产生运动，打击人体造成人身伤亡的事故。不包括机械设备、车辆、起重作业、坍塌等引发的物体打击。（2）起重伤害各种起重作业（不包括重机安装、检修、试验）中发生挤压、坠落、（吊具、吊物）倾塌而造成的人身伤亡事故。（3）触电电击（包括雷击）伤亡事故（4）坍塌物体在外力或重力作用下，超过自身的强度极限或因结构稳定性破坏而造成的事故。11.2应急预案备案本应急预案签署发布后，报中国化学工程股份有限公司、安徽省、淮南市安全生产监督管理局、建筑管理处备案。11.3制定与解释本应急预案由安全监督部负责组织编写，由公司相关部门会审，领导审核、董事长签署发布，安全监督部负责解释。11.4应急预案实施本公司应急预案于2011年8月15日批准发布，2011年10月1日正式实施。9、施工平面布置及文明施工措施9.1、施工平面布置图见附件9.2、文明施工措施1)设置标准化工程公告，各项管理制度做到目视上墙管理；2)现场安排专人清理现场垃圾，现场设垃圾桶两个，将生活垃圾、建筑垃圾分开放置，定期清走。3)物流人流通道应分离，并做出明显的标识和警示。4)后台搅拌站设置二级沉淀池，并及时清理沉淀物，水泥罐底用彩条布围住，以免在接水泥时水泥四处飞扬。及时清理现场及搅拌站洒落的混凝土、砂石。5)木工棚处废料和木屑及时清理，钢筋场地的钢筋堆放整齐，专门设置废料堆放处，钢筋废料及时处理。40 6)模板拆除后及时清理，将钢管模板清理堆放整齐，及时清理干净铁丝头、木板头的废料。7)混凝土浇筑尽量安排在白天施工，以免影响附近居民休息。8)现场施工作业人员做到落手清，做到工完料尽场地清，每日下班前对施工区进行清10、劳动力需求计划及技能要求序号工种高峰人数2014年2015年3月4月5月6月7月8月9月10月11月4月5月6月1木工402钢筋工203砼工104架子工105壮工106测量工37放线工18电焊工29电工211、工机具、计量机具、手段用料需求计划施工机具设备需用计划施工机具设备需用量计划表表11.3序号机具、设备名称型号规格单位数量已有数量使用日期备注1污水泵Ø100台32钢筋切断机台33钢筋弯曲机台34滚丝机台25插入式振动器8米台46钢筋调直机GT4/14台37钢筋弯箍机台48电动木锯台29挖掘机台110震动夯台411装载机台1512拖拉机台213手推压路机台140 14合计12、计量机具需用计划主要计量器具需用量计划表表11.4序号计量器具名称型号规格准确度单位数量备注1全站仪STS752台22水准仪NAL124台23经纬仪J-6台113、周转材料需要计划周转材料需用量计划表表11.5项目名称规格单位数量进场日期说明1脚手架钢管Φ48.3×3.6t分批进场2扣件个分批进场3模板木模板m2分批进场4木跳板4000×250块分批进场5木方50×70根分批进场附件4施工场地临设布置图40 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