中央化验室基础施工方案

'内蒙古康乃尔化学工业30万吨/年煤制乙二醇项目中央化验室基础施工方案恒瑞一部 目录一、工程概况------------------------------1二、编制依据------------------------------2三、施工组织------------------------------2四、前期准备------------------------------3五、施工方案1、土方开挖---------------------------42、承台基础模板安装----------------------63、承台基础钢筋安装----------------------74、钢筋工程---------------------------125、混凝土工程-------------------------15六、质量保证体系及控制标准--------------------19七、施工安全措施-------------------------22八、施工现场工作危险性-----------------------22九、施工平面布置-------------------------23 一、工程概况：本工程为内蒙古康乃尔化学工业30万吨/年煤制乙二醇项目中央化验室基槽工程。尺寸为：86700*20000*3600米深，基础采用承台独立基础，基础垫层厚度为100mm。混凝土强度等级：垫层为C15混凝土、基础承台为C30混凝土、柱为C30、梁、板为C30混凝土；钢筋采用HPB300级钢fy=270/mm²、HRB335级钢fy=300/mm²、HRB400级钢fy=360/mm²；三种级别的钢材，基础保护层厚度为40mm、楼面现浇板保护层厚度为15mm、梁、柱保护层厚度为25mm。1）设计概况：本工程为五层现浇钢筋混凝土框架结构。建筑设计耐久年限：50年，本工程抗震设防烈度为6度，结构抗震等级为框架4级，本工程地基基础设计等级：丙级，基础回填压实系数应大于等于0.94设计标高±0.000相当于绝对标高262.95。2）有关单位：建设单位：内蒙古康乃尔化学工业有限公司设计单位：东华工程科技股份有限公司施工单位：吉林市恒瑞建筑工程有限公司监理单位：辽宁诚实工程管理有限公司二、编制依据：设计施工图纸要求及相关说明；建设项目勘察设计任务书、图纸和说明书；建设项目设计图纸和说明书；工程地形、工程地质和水文地质资料：本工程采用的工程建设强制性条文；国家及地方有关基本建设方面的法律、法规和管理条例；本公司质量、职业健康安全、环境管理体系文件；《地基基础工程施工规范》GB2002-05；《混凝土质量控制标准》GB50164-92；《施工现场临时用电安全技术规范》GB146-88；《建筑工程施工质量验收统一标准》GB500300-2001； 《建筑工程施工现场供电用电安全规范》JGJ80-91；《建筑施工安全检查标准》》JGJ59-99；《建筑地基基础工程施工质量验收规范》（GB50202-2002）；《混凝土结构工程施工质量验收规范》（GB50204-2002）；《建筑工程施工质量验收统一规范》（GB50300-2001）；《钢结构工程施工质量验收规范》（GB50203-2001）；《钢筋连接及验收规范》（JGJ18-2003）；《施工现场临时用电安全技术规范》（JGJ46-2005）；三、施工组织项目生产总负责：何祝君，技术负责：卢占波，施工员：白晓敏；材料负责：洪良华，现场土方开挖安排：徐长君具体负责，资料收集及整理：王亚楠，质量安全负责：王波。组织体系图如下：现场施工经理：何祝君技术负责人：卢占波安全员：质检员：王波资料员：王亚楠施工员：白晓敏材料员：洪良华各专业施工队四、前期准备1、测量放线1.1平面及高程控制网的测定现场由红线桩引出导线点，由导线点建立现场测量控制网。本工程共设8个导线点，在建筑物的角上设立控制点，这8个导线点作为建筑物施工中永久桩位点，根据导线点引出各导线从而引测出各轴线位置，高程控制点根据现场的实际情况布设2个。在布设导线与各导线点时，采用经纬仪测设导线点，并 引出各导线，用水准仪测设各控制点高程。距离往返丈量，相对精度不小于1/20000；测水平角线或延长线，均采用下水准仪测回法观测，取其平均值；在高程控制中，高程闭合差应控制在2mm内。1.2轴线及竖直方向的测定1.2.1为保证相对位置及细部轴线的正确性，从基坑周边导线点往基坑里面引测导线采用经纬仪进行引测，采用钢卷尺测量各导线间的距离，以复核。各轴线的测设采用经检验合格的50米钢卷尺从导线量取。五、施工方案（1）土方开挖1.1高程的传递根据甲方交付的高程点，在基坑边引测一个标高控制点，土方开挖时安排专人随时检查开挖标高，确保不超挖。1.2土方施工基础采用240挖掘机开挖，人工修整配合的原则进行。土方开挖过程中需要二次倒土采用运土方采用50装载机堆放至上口10米处。1.3人员准备因工作面有限，项目组织一支10人的人工土方队伍清理修整基坑坑底多余土方，并浇筑垫层混凝土。对待软弱地基按设计要求处理完善后，再组织适当劳动力加快现场进度。1.4土方开挖流向由于本区域地下水位较低，根据土质情况，；暂定开挖放坡系数为1：0.75，待开挖时再具体根据现场开挖情况确定。深基坑在土方开挖范围的确定，先根据定位控制桩放出水池轮廓线，然后根据坡比放出开挖范围的廓线，再进行开挖，开挖方向是挖机从D-A轴交13轴处向东开挖往后退直到基坑挖好。开挖深度应严格控制最好保留下在设计标高上100mm为宜，如未遇到软弱土层，待发现软弱地基后，及时向监理、设计单位汇报，待处理方案完善后，再全面进行土方开挖。基坑开挖严格按照,分层分区进行开挖,严禁超挖。 1.5土方开挖深度采用240挖掘机开挖至设计底标高，留100mm厚土方人工清理，独立柱基底及底板底一次清理到位。在基坑上口边线外1200mm位置用脚手架钢管搭设安全防护栏杆，栏杆高度为1200mm。土方开挖至设计标高后及时自检，自检合格后报总承包单位及监理、勘察单位、建设单位检查验收，并及时作好地基验槽记录。基坑开挖后，施工人员上下出入基坑由专用通道进出。1.6基坑报验：土方开挖至设计标高，立即请监理检查基底土质，经验收合格，马上浇筑垫层混凝土。如遇软弱地基，请业主、监理、设计院及地勘人员共同商讨处理方案。待处理方案或设计变更出来，迅速组织挖掘机及人员将土方挖至设计及规范要求，经监理验收合格后立即进行混凝土垫层施工。1.6混凝土垫层施工经业主、监理验收合格后，马上组织人员进行混凝土垫层施工。混凝土垫层采用商品混凝土，砼采用汽车泵浇筑。（2）、基础承台模板安装工程2.1、材料准备模板采用木胶合板，80×100木方作肋，木方中距250mm；模板在使用前与混凝土的接触面清理干净，并涂刷脱模剂；模板的水平接缝位置错开；为防止模板与模板的连接位置处漏浆，将连接位置采用胶带纸粘贴；模板支撑采用钢管（脚手架管φ48×3.5）支设，，内移15mm,模板支设时加垫15mm厚30mm×30mm木胶板，拆模后将其剔除，然后采用1：1水泥砂浆抹平。2.2、基础工程施工顺序土方开挖→垫层C10砼浇筑→施工放线→承台支模、扎筋、→承台基础模板校正→浇筑砼→基础梁支模、扎筋、→承台基础模板校正→浇筑砼→土方回填2.3、操作工艺1）模板采用木胶合板，保证结合密实，断面尺寸统一，基础承台模板安装时，先按承台线立好一侧墙模板，拼装吊正后固定在基础垫层支撑系统上、钢管加固。2 ）模板拼装时，应从四周角部开始，中间收口镶拼缝条，以保证转角处拼装整齐，上下口要错缝，模板拼缝粘贴海绵胶带纸，模板下口、接缝、转角点均应镶贴木方压紧，:或采用1：2的水泥砂浆封堵，防止错缝、漏浆。3）为便于清理和冲洗钢筋、模板安装时遗留的垃圾，在模板根部每个承台基础留设一个100×50的出水口，混凝土浇筑前再封好。4)承台基础封模前应检查钢筋的验收情况、预留洞口的位置及预埋件安装情况，并办好工序的交接手续。5）模板安装完毕后，检查一遍扣件是否紧固，模板拼缝及下口是否严密，办完预检手续。（3）工艺流程3.1、基础柱、地梁模制安工艺流程：弹出梁轴线及水平线并复核→搭设梁板支模架→安装梁底模→梁底按设计要求起拱→绑筋后安装侧模并校正加固→安装板底木楞→调整板标高并起拱→铺设平台板模并堵缝→支模架加固等检查→验收3.2、基础柱、梁模板在安装时，所有梁底接头、梁侧模与底模接口、平台板模板拼缝等接口处均用专用海绵胶带纸贴缝，以免混凝土浇筑时漏浆。平台板铺完后，用水平仪测量模板标高，进行校正，并用靠尺找平。3.3、地梁砼标高控制应在所有柱筋上用红油漆施测一个50cm高的标高控制点。3.4、将模板内杂物清理干净，办理预检手续。（4）拆除注意事项：4.1、模板拆模时，拆除的模板和架管宜分散堆放并及时清运。4.2、地梁模拆除前应先在支模架适当部位的横杆上（满足操作要求）铺上竹架板以满足操作时安全需要及防止拆下的模板直接从高处往下落。4.3、拆模时操作人员严禁站在拆除部位的正下方，并用专用撬棍拆除梁板板模，禁止野蛮施工。4.4、拆下的模板由人工往下传递，严禁往下扔，以防止模板损坏。4.5、当天拆下的模板当天转运至指定地方并及时清理干净，再一次清运。 （5）钢筋施工5.1底板钢筋施工a、钢筋进场严把质量验收关，加强钢筋产品验证，同时做好原材料复检工作。钢筋施工前检查各节点钢筋交叉关系，严格实行翻样制度，加强对钢筋翻样单的技术复核。钢筋表应根据施工图制定钢筋统一配料单，配料单中应绘出图纸中的钢筋形状和尺寸。在加工制作前，将钢筋配料单提交项目工程师批审批，确保钢筋下料的准确。b、为了保证钢筋位置准确，应预先弹线，必要时采用连接的办法固定，排放时要注意弯钩朝向，不倾向一边，但基础双层钢筋网的下层弯钩朝上。为确保钢筋施工的质量，采用专业性的钢筋施工队伍，施焊人员必须是经过培训和考试合格者。另外，还设专职检查员现场跟班逐根进行外观检查和实测。C、钢筋的切断和弯折钢筋的弯折应符合GB50204-2002的规定。弯折时应在稳定均匀的压力下缓慢地进行，不得急扭或冲击。钢筋接头宜优先采用机械接头。d、钢筋绑扎采用20或22号铁丝，所需铁丝规格根据钢筋直径而定，并符合有关规定。应注意基础主次梁位置关系及梁钢筋锚固长度，接头应相互错开，同一截面不得超过50%，剪基础柱钢筋与基础梁交接处设置定位筋，并加焊牢固，防止根部位移。e、基础底板钢筋保护层20mm厚大理石作保护层，垫块间距@1000-1500，呈梅花形布置。基础底板为双层钢筋网，应在上层钢筋网下面设置钢筋马凳或钢筋支架，间距@1000。为保证受力钢筋不发生位移，对双向受力钢筋必须每点绑扎。现浇墙与基础连接用的插筋下端，用90度弯钩与基础钢筋进行绑扎，以便连接，插筋位置应用钢筋架成井字固定牢固，以免造成轴线偏移。f、钢筋接头要求：受力钢筋接头的位置应相应错开，当采用非焊接的搭接接头时，从任一接头中心至1.3倍搭接长度的区段范围内，或当采用焊接接头时，从任一接头中心至长度为钢筋直径35d且不小于500mm的区段范围内，有接头的受力钢筋截面面积占受力钢筋总截面的允许百分率应符合：绑扎骨架和绑扎网中钢筋的搭接接头：受拉区25%，受压区50% 受力钢筋的焊接接头：受拉区50%，受压区不限制钢筋的锚固长度LaE见下表钢筋等级C30(一、二级抗震)C35(一、二级抗震)C40(一、二级抗震)HPB23527d25d23dHRB33534d31d29dHRB40041d37d34d钢筋和钢筋网的存放应将不同型号的钢筋标明并分别堆放，以便明确识别。钢筋应保持清洁并应无锈蚀，锈屑，氧化皮，油，油脂、柏油、泥土、油漆、缓凝剂、滴下的砼以及盐或其他任何材料的污染等使砼与钢筋之间粘结受到损害。所有材料应堆在木板或砼的支承上并覆盖好。离地面至少有150mm的净空，并以足够的支撑防止钢筋变形。（6）、混凝土工程6.1砼施工本工程砼采用商品砼，中央化验室基础垫层为C15、基础承台第一步厚度为400mm、第二步为300mm，强度标号为C30。必须认真做好对砼搅拌站的原材料质量监控、计量校验及试验，级配方面的评审、管理。同时在砼浇捣过程中加强对砼质量的监控，把好质量关。检查砼搅拌车发车、运输、到达时间，检查塌落度、可靠性是否符合要求，复核砼的强度（抗渗）标号，级配单是否符合设计要求，对于不合格者严格予以退回。6.2浇筑前的准备1）现场准备：施工道路通畅、泵送汽车停靠点处理、路面的稳定性。施工用水、用电的准备工作；为防止操作随意踩踏钢筋和钢筋移位，在基础钢筋上铺设脚手板作为施工人员操作时的通道。2）施工现场有统一的指挥和调度，泵送砼时，规定联络信号和配备通讯工具。3）砼浇筑人员应熟悉图纸、察看现场，掌握结构布置，钢筋疏密情况，以便掌握砼浇筑方法，浇筑重点。4）对模板内的杂物和钢筋上的油污等应清理干净。 5）砼浇筑实行“浇筑令”制度，浇筑前对模板及其支架，钢筋和预埋件、预留洞进行检查，并作好记录，符合设计要求及规范、规定，且经过监理的隐蔽验收签证。6）控制标高：在墙钢筋上预先抄好标高控制线，以便随时抄平，控制标高的正确性。在砼进行浇筑时，施工测量人员要随时对钢筋上的标高点进行校测，随时进行纠正。6.3砼的浇筑1）在浇筑过程中，一定要控制好间歇时间，上层砼应在下层砼初凝之前浇筑完毕，一般不大于2h。2）在浇筑过程中，振捣是一个重要环节，一定要严格按操作规程操作，做到快插慢拨，快插是为了防止上层砼振实后而下层砼内气泡无法排出，慢拨是为了能使砼能填满棒所造成的空洞。在振捣过程中，振捣棒略上下抽动，使砼振捣密实，插点要均匀，插点之间距离一般控制在550mm之内，采用单一的行列形式，不要与交错式混用，以免漏振，振捣点时间要掌握好，不要过长，也不要过短，一般控制在20-30s之间，在振捣上层砼时，振捣棒下插5cm，消除上下层之间冷缝的出现，确保砼质量。在振捣过程中，不得触及钢筋，模板，以免发生移位，跑模现象。6.4砼试块和养护1）砼取样必须在砼浇筑地点随机取样。2）连续浇筑同配合比的砼，每100m3取样不得少于1次，当一次浇筑不足100m3时，取样也不得少于1次。当一次连续浇筑同标号砼超过1000m3时，每200m3取样不得少于1次。3）根据规范要求，除按常规留置砼试件外，尚应增加不少于一组与结构同条件养护的试块，用于检验常温养护28天的强度，试块放置于基础内与结构一同养护；现场砼的养护不得少于14天。4）见证取样：砼取样必须是现场监理工程师的见证取样。 6.5成品保护砼强度达到1.2Mpa以后，开始允许操作人员在上行走，安装模板及支架，但不得有冲击性操作。6.6严控砼的坍落度严格控制砼的坍落度，进行砼的二次振捣，减少砼的收缩值，增加砼的密实度，提高砼的抗裂性能。6.7砼表面处理由于泵送砼表面的水泥浆较厚，在砼浇筑到顶面后，及时把水泥浆赶跑，初步按标高刮平，用木抹子反复搓平压实，使砼硬化过程初期产生的收缩裂缝在塑性阶段就予以封闭填补，以控制砼表面龟裂。6.8加强砼的养护基础、地梁砼的养护至关重要，必须要有专人负责。根据以往的经验及有关规范规定要求，由于基础承台面积不是很大，必须浇筑完成后及时养护，采取覆盖两层塑料薄膜进行养护，减少水份的蒸发与保持砼的表面温度，以防止砼产生温度裂纹。七.质量保证体系及控制标准：7.1质量组织体系项目质量保证体系项目负责人（项目经理）技术负责人施工负责人班组长材料员质检员技术员施工人员 7.2技术保证措施1)技术管理部作为整个工程的技术管理的核心，负责组织各工程队技术人员进行施工方案施工作业指导书的编制，指导并督促各施工阶段技术交底的下发，保证技术质量管理上下协调一致。2)质量控制部设有土建检查员、测量员和检测人员等，所有以上质量控制人员在现场各把自己的质量关，出现质量问题及时处理，搜集各阶段的质量资料，要做好过程管理工作，质量管理阶段以防患于未然为原则；3）管理保证措施1、建立健全质量保证体系、质量管理制度，对质量责任进行层层分解，落实到人。2、对参与施工的管理人员及操作人员，分批进行质量管理要求以及质量意识的教育培训，从而增强各职能人员的工作责任心以及工艺纪律。3、对于特殊工种要及时培训，取证上岗，无证人员严禁录用。同时，要突出技术管理的领先指导作用，技术人员要认真仔细地审阅施工图纸，及时提出图纸中存在的问题，并通过设计尽快解决。4、在施工进行前，必须编制好准确合理的施工方案/措施和技术交底，并要及时向相关管理人员及作业班组进行详细的书面交底。5、在施工中严格按国家颁发的验收规范、操作规程和质量评定标准统一施工，坚持认真审图、按图纸施工，发现质量问题立即采取有效措施，决不留隐患。6、认真执行施工方案，并对每道工序进行详细的技术质量交底，落实责任制，把施工要点，难点、工艺、质量标准和技术措施，通过技术质量交底形式明确和统一起来，做到操作者心中有数。a) 每道工序进行前，施工负责人通知技术员向作业班组下发书面质量自检记录，并交代清楚本工序的重点质量要求和质量标准；作业班班长接到质量自检记录后，可开始本工序施工，工序施工过程中，作业班班长要组织本班组随施工随检查，做到100%检查；待工序完工自检合格后，由作业班班长通知施工负责人、质量检查员、技术人员三方共同检查验收，验收合格后，相关人员在自检记录中签署意见并签名，并对此分项进行质量评定，同时填写相关的质量记录。a)分部分项规程作好自检、互检、交接检制度，贯彻质量样板制、挂牌制、岗位责任制。b)材料管理方面应加强入场材料的检查验收和标识管理。对于进入现场的材料必须是经过检查验收合格的，对这些材料必须分规格、型号分别堆放，标识清楚，未有标识的材料严禁使用。c)各种原材料、半成品必须有材质证明或复试报告、出厂合格证，不合格的原材料、半成品严禁使用于工程中。d)在施工过程中，认真作好测量放线及计量工作。e)技术资料是质量的保证、交工验收的依据，设立专职资料员，负责技术资料的编写、收集、整理工作，保证技术资料与工程施工同步进行。f)没有文明的场容就不会生产出好的成品，搞好文明施工，严格场容管理，是创优不可缺少的操作条件。分片区落实责任制，作到工完场清，产品不被污染，加强产品保护。g)认真落实执行“三检制”和“隐检”验收检查制度，项目技术组根据“关键、特殊过程”认真编制作业指导书，采用质量预控措施，做好逐级交底，以样板标准组织施工。落实岗位责任制，作业班组对每道工序实行“自检”、“互检”、“交接检”,专职质检员进行“复检”重要部位项目技术负责人组织“专检”把关，隐检验收是一项关键工序，每次隐检必须经甲方、监理验收签订后方可进行下一工序 7.3质量控制允许偏差：模板安装允许偏差（mm）项次项目允许偏差（mm）检验方法1轴线位移5尺量检查2标高±5用水准仪或拉线检查3截面尺寸±10尺量检查4相邻两板表面高低差2用直尺和尺量检查5表面平整度5用2m靠尺和塞尺检查6预埋钢板中心线位移3拉线和尺量检查7预埋管予留孔中心线位移3拉线和尺量检查8预埋螺栓中心线位移2拉线和尺量检查外露长度+1009预留孔洞中心线位移10拉线和尺量检查截面内部尺寸+100钢筋安装允许偏差（mm）项目允许偏差（mm）绑扎钢筋网长度、宽度±10网眼尺寸±20绑扎钢筋骨架长±10宽、高±5绑扎箍筋、横向钢筋间距±20受力钢筋间距±10排距±5保护层厚度基础±10钢筋弯起点位置20预埋件中心线位置5水平高差+3，0基础混凝土允许偏差项次项目允许偏差（mm）检验方法1坐标位移（纵横轴线）±15用经纬仪或拉线尺量检查2不同平面的标高+0–20用水准仪或拉线尺量检查3平面外形尺寸±20尺量检查凸台上平面外形尺寸+0-20尺量检查凹穴尺寸+20-0尺量检查4平面水平度每米5用水准仪或水平尺和楔形塞尺检查全长105垂直度每米5用经纬仪或吊线坠和尺量检查全高10现浇结构尺寸偏差（mm） 项目允许偏差(mm)检验方法轴线位置基础15钢尺检查独立基础10地梁8全高±30截面尺寸+8，-5钢尺检查表面平整度82m靠尺和塞尺检查预埋设施中心线位置预埋件10钢尺检查预埋管5预留洞中心线位置15钢尺检查八、施工安全措施及文明施工管理措施1）基坑开挖时，应严格控制边坡放坡系数，以保证边坡的稳定。在基坑内施工，派专人对边坡进行看护，发现危险及时处理。2）基坑周围设置安全防护栏杆，防护栏杆高1.2米。水平杆刷红白相间油漆，立杆刷黄色油漆。深基坑设置二道逃生通道。3）基坑边1.5米以内不得堆土及其它材料。4）支模架搭设时，超过2米的施工作业，施工人员必须配戴“五点式”安全带。5）电焊作业时，先开好动火作业票，HSE看护人到场后方可作业。7）HSE及文明施工管理措施8.1、入场教育1)凡进入施工现场的职工必须进行入场安全教育并建立安全教育档案。2)教育内容为业主/总承包单位和项目安全管理制度、现场安全生产概况、防火安全知识、主要危害因素及安全注意事项、防护用品和设施的使用方法及要求、紧急事件及自救、互救措施等。班组教育内容：岗位安全职责、岗位安全技术操作规程、岗位安全设施使用方法等。8.2、文明施工管理措施 施工现场在施工完毕后，派专人进行清理，包括施工驻地的环境，临时工程的清除、移走。做到工完料尽场地清，恢复地貌。8.1、机械设备及文明施工要求a、施工作业人员禁止在现场就餐，并要及时清理现场的各种垃圾及废料，确保文明施工、安全施工。b、特殊工种作业人员必须有明显的可辨认的标识。C、所有施工所需的机械设备必须性能完好，防护罩齐全、并有出厂合格证并经总承包商检查确认后方可使用。D、各工种施工必须严格按照规范作业，严禁违章施工、违章指挥。E、夜间施工必须有足够的照明；夜间施工由有专业资格证的专业电工值班。F、施工用电设备搭设防雨棚；电缆线在使用前认真检查防止漏电九、施工现场工作危险性序号工作步骤可能的危害或损失风险评估值对危害的控制方法剩余危险SPR1施工前管理1、未对施工人员进行JHA分析交底,不熟悉现场危险源。2、对施工程序不了解，盲目施工造成伤害。3、施工机械潜在的伤害危险4、劳保着装不符合要求。5、代工种作业的危险3391组织职工进行技术交底，技术员对施工作业程序进行交底。2对施工人员进行安全技术交底，内容以危险分析为重点。3施工机械进场前进行严格检查，报送总承包商审查确认，合格后入场,并挂上检查合格牌.4施工人员进场前经安全教育合格，发放合格的劳保用品。5特种作业人员进行资质审核，现场随时进行检查监督特种作业。02测量放线1盘尺转动过快，伤手。2定尺划白灰线，白灰飞溅伤眼4基准点位置确定打木桩危害2241、拉尺人行进要匀速。使用安全的盘尺2、持锤人员不能戴手套，且扶桩人员在定位后必须立即放手。3、撒灰人员站立在上风口，使用铁锨撒灰时锨头不得脱离地面，人员戴好防护眼镜。0 3土方开挖1机械、人工挖土交叉作业2人工挖土人员站位密集，相互间施工用具伤害2241机械挖土专人指挥，在机械挖土时，严禁机械作业范围内有人员进行人工挖土2人员安排合理，采用分段挖土、清土方法，人员站位间距不小于2米3基坑开挖按方案施工4基坑深度大于5m，要装带扶手的人行梯5坡度按地基础施工验收规范6在停止作业时，通道口设警示，并封住14钢筋加工1施工机械伤害2下料支架摆放不当，下料人员配合不协调3人员搬运钢筋，废料清理不及时，造成脚伤害4电源线路老化，破损漏电伤人5钢筋摆放不合理6焊接人员劳动保护用品不齐全，弧光伤人，未有警示标志3391施工机具，人员安全资质进行审核，机具操作时旁边不许有人2劳保用品齐全，安全帽、劳保鞋、劳保手套齐全。3安全通道畅通，及时清理边角余料，钢筋堆放到专门的堆放区，并设明显警戒标志4施工人员分工明确，严禁代工种作业5使用的电源经过检查，接零、接地可靠6动火保证安全距离，动火点距气瓶10米，氧气瓶和乙炔瓶距离不小于5米7施工机械旁悬挂操作规程8配备消防设施，干粉灭火器摆放在动火地点15基础垫层混凝土1钢模板支撑不牢固，倒塌伤人2施工作业面无安全通道3泵送混凝土流速过快3261模板支撑采用短钢筋固定，一块模板至少有两个固定销，模板支撑固定后经检查合格方可浇筑混凝土2随时清理施工区域内的杂物，包括钢模板、架杆及其他杂物，保证不阻碍人员行走，3混凝土泵有专人进行操作，严格按照操作规程施工，有专人进行指挥，06钢筋运输1运输过程中钢筋滑落伤害2241起重吊装、封车由专门起重人员指挥操作，运输过程中封车，吊装钢筋采用溜绳07模板支设1吊运模板的危害2361严格按施工方案进行施工2吊运模板安装有专人指挥，采用溜绳，模板与固定架绑扎牢固，3固定支架牢固，斜撑保证受力。18钢筋安装1钢筋绑扎伤手2堆积杂乱，造成伤害2241严格按施工方案进行施工2钢筋绑扎使用专用工具，戴好劳保手套严禁光手绑扎。1 3设置现场钢筋堆放点，做好警戒9混凝土运输1运输过程车速过快，交通事故2倒车未有专门人员指挥2241运输前进行车况检查，刹车、转向灯等，2按施工方案进行施工，严禁野蛮施工3厂内车速控制在15公里/小时，4在混凝土供货合同中加入HSE条款，110混凝土浇注1人员在浇筑走道行走的危害2混凝土浇筑速度过快3261设置安全警戒区域，严禁非操作人员进入施工区域2加强现场安全监督检查，杜绝违章作业3浇筑使用的人员走道铺设至少两快跳板，且绑扎牢固，防止滑动。4使用泵车浇筑混凝土，有专人操作，专人指挥，控制浇筑流速，不能过快。5工作人员在平台边缘工作时配戴安全带111混凝土振捣1线路安装不合理，无漏电保护器2操作人员劳保用品配备不合格3振动器连接不牢固4振捣器噪声损害听力2241对施工线路进行安全检查，保证线路无破损漏电现象。2振动器进行试振，检查导管无破损现象3施工人员配备合格的劳动保护用品（佩戴耳塞）4工作人员在平台边缘工作时配戴安全带　5振动器工作人员要戴绝缘手套112混凝土养护1现场经常性洒水，施工场地周围电的危害2241加强现场安全检查，主要对电的检查，远离此区域2周边设置排水沟，及时清理废水013模板拆除1野蛮拆除造成危害2模板拆除后堆放的危害2241先拆除支撑钢管，清理干净后拆除模板，拆除时，模板外侧不得有施工人员严格按工序施工。模板拆除后及时清除出现场，严禁堆放到施工现场114基础回填1机械、人工回填交叉作业2人工回填人员站位密集，相互间施工用具伤害3夯实，机械伤害2361机械回填有专人指挥，在机械挖土时，严禁机械作业范围内有人员进行施工2人员安排合理，采用分段回填方法，人员站位间距不小于2米3采用机械夯实，机械与其他人员站位保证距离不小于2米。机械控制开关良好有效，电源线无破损现象。拖线有专人负责清理。1内部资料，请勿外传！ 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