大门、围墙、人行道施工组织设计 29页

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第一节主要措施第二节全面质量管理第六章工期保证措施第七章安全管理体系、文明施工和措施第八章环境保护管理体系与措施第九章资源配备计划4 第一章编制依据、编制原则第一节编制依据1、国家现行的有关市政施工验收规范和操作技术规程。2、我国现行的《市政道路工程质量检验评定标准》（CJJ1-90）及《市政排水管渠工程质量检验评定标准》（CJJ3-90）；《给排水管道工程施工及验收规范》（GB50268-97）。3、国家、省有关安全生产、文明施工有关规程规定。4、本单位施工类似工程项目的能力和技术、机械装备实力等实际情况。5、本单位多年来参加类似工程项目的施工经验。第二节编制原则本施工组织设计以确保施工质量安全，确保施工工期，创一流管理的指导思想进行编制。一、施工组织机构建立上立足专业化，选用最有经验的管理人员和具有技术专长的技术人员组成强有力的施工组织管理的核心层，全面负责工程的施工进度、工程质量以及人力、物力、财力的分配和安全保证等，直接对业主和监理工程师负责。二、在机械及检测仪器配置方面加强管理，不断提高机械化施工和劳动生产力，为保证工程质量、工程工期提供有力的物资条件。三、在工程施工上，仔细分析，合理安排施工计划，用统筹方法组织平衡流水作业和立体交叉作业，不断加快工程进度。四、在施工方案的制定、施工工艺的选择、施工技术的实施方面立足规范化、标准化，落实各项施工技术措施，确保工程质量和工程工期。五、精心进行现场布置，节约施工用地，组织文明施工，搞好环境保护。第二章工程概况一、工程名称：辉县市产业集聚区城西园区（兴业园）排水、道路、南大门、人行道、消防、围墙、电气工程二、工程内容：排水、道路、南大门、人行道、围墙4 三、工程地点：辉县市产业集聚区城西园区兴业园四、工程工期：180日历天五、工程质量目标：合格第三章施工组织措施为确保工程按期完工，保证工程质量达合格，我公司认真阅读了相关招标文件和施工图纸，并结合工程施工特点，对该工程进行如下部署。第一节建立完善的施工组织机构1、本工程挑选具丰富施工现场管理经验，具有强烈责任感和敬业精神的项目经理，技术负责人，施工技术人员、质量安全人员、预算经营人员、材料设备人员、行政后勤人员、治安保卫人员，组成工程项目部，在甲方及监理工程师的指导及监督下，共同履行合约，保证工程施工的需要。2、项目经理部组织机构框图施工工长测量负责人质检负责人试验负责人材料负责人各专业班组项目经理项目技术负责人安全负责人4 4、施工组织机构管理人员职责（1）项目经理管理职责1）、遵守国家有关工程建设和城市建筑管理政策法规，执行施工技术管理规范和企业规章制度，履行承包合同。2）、根据工程合同规定，组织单位工程或专业部分分部分项工程施工。3）、负责办理工程变更的技术经济签证，在工程施工准备阶段和施工中向建设单位联系收取工程价款事宜，组织项目进行成本投入产出的核算工作。4）、组织编制和实施施工组织设计、施工计划及技术管理，降低成本、安全生产、坚持文明施工。5）、制定本项目管理规章制度，加强项目管理和班组建设。（2）项目技术负责人管理职责1）、在项目经理和上级部门指导下，对工程技术质量管理全面负责，是质量的直接责任者。2）、认真贯彻国家技术标准、规范、规程，执行公司及项目的技术质量管理规章制度，接受上级部门的监督检查。3）、建立健全项目技术质量管理制度、责任制、质量保证体系以及例会制度，负责全面质量管理和讲量管理工作，处理各种技术质量问题。4）、主持编制项目工程的施工组织设计、主持图纸会审，做好工程技术交底及安全措施工作。5）、制定推广新技术、降低成本的技术措施，参加项目经济活动分析，提高技术管理水平。（3）各专业工长管理职责：1）、认真熟悉图纸，严格按规程施工；2）、参加设计交底和图纸会审，参与编制有关方案，了解设计要求，做到按图施工，不出差错；4 3）、对班组作质量、安全、节约、工序的安排和操作规程的交底工作，负责督促检查班组施工前的准备工作，检查施工质量，保证施工顺利进行；4）、据项目经理部计划及时对班组下达施工任务并进行监督检查；5）、抓好班组建设及文明施工。6）、搞好工种部门之间的配合，搞好文明施工及各项工作。（6）质安负责人1）、按ISO9001：2000质量管理体系和合同要求，实施全过程的质量控制和检查、监督工作。2）、负责对分项工程及最终产品的检验，行使施工过程中的质量监督权力。3）、建立各分项工程的质量控制点，并对各质量控制点的施工质量进行监督和记录。4）、做好施工全过程质量监督记录，及时提纠正可能影响工程质量的施工方法和行为。5）、定期向项目经理汇报相关的质量控制情况，提出对下一步工程的质量预控计划。6）、负责整个工程的安全文明施工管理工作。7）、定期组织安全文明施工检查和安全文明教育，并及时公布检查结果。（7）材料负责人1）、根据工程特点、技术要求，编制材料、设备、物资供应计划。2）、具体负责组织材料、机械、设备、物资的采购供应、存放、保管。3）、负责材料、半成品的质量管理，提高设备的完好率及使用率，杜绝设备带病运行。4）、严格禁止无质保证明和不符合技术规范的材料投入施工。5）、实施工程现场管理标准化，对材料设备的堆放安置作出科学合理的安排，使操作现场的工作环境不影响工程施工。第二节物资、设备的供应4 以工程施工图预算物量和施工组织设计为依据，在工程开工前，首先做好材料、设备的准备工作、按各个分项工程的施工时间，列出数量、规格和进场时间。甲供材料应与甲方作好材料名称、品种或型号、数量及交接货时间的交接验收工作。第三节施工顺序安排1、施工顺序总原则：先深后浅，先地下后地上2、施工流程图：设计图纸会审→现场交接水准点及中线位置→测量放线→开挖管道沟→管道及管件运输→下管就位→管道连接安装→检查砌注→排水管道闭水→土方回填→路床施工→路基施工→路面施工→人行道施工→大门、围墙施工→清场收尾1、设计图纸会审：进行设计交底，解决设计遗留和未决问题，为工程施工做技术准备。2、现场交接水准点及中线位置：在施工现场落实道路及管道的走向高程情况。3、测量放线：施工单位通过测量确定施工控制桩，放出鉴定沟开挖线、道路红线。4、管沟开挖：管沟开挖分直槽和大开槽，边坡系数m=0.05，挖深H‹1.5m不设支撑，1.5m‹H≤4m设稀支撑，H›4m设密支撑，槽底宽度依据设计图纸。5、管道和管件的运输：利用现有的道路或施工便道，将材料运至沟边。6、下管就位：管径小于d800的砼管道，采用人工下管就位，管径大于d800的砼道管，采用机械下管到沟底就位。7、管道敷设：管道基础应置于密实的原状土层上。8、砼管道闭水试验：每一段管道安装完毕，即污水管道闭水试验。9、土方回填：每一段砼管道闭水试验后，合格后进行土方回填。10、路床施工：沟回填至设计路床底标高时，即进行路床的回填施工。11、路基施工：路床回填至路基的设计高程底标高，即进行路基的铺筑。12、路面施工：路基铺筑至路面的设计高程底标高，即进行路面的混凝土浇注。13、人行道施工：与道路工程施工同时进行。4 14、大门、围墙施工：上述工程完成后，砌筑大门和围墙。15、清场收尾：所有施工完毕后，则进行清场收尾工作。第四章主要项目施工技术措施第一节道路施工本工程主要采取流水和平行作业的方式组织施工。同时，本着全面展开，分段实施，重点突击，连续均衡的施工原则组织施工。全路线的施工总程序如下：施工准备—场地清理—路基土方开挖回填—垫层及基层—砼路面工程1．施工准备：为确保工期，不论劳动力资源、材料和机具设备资源等均应做到事前计划、落实到位。2．场地清理（1）开工前须对现场情况进行核对和调查，发现与设计图纸不符时，及时通知监理工程师核查。（2）除图纸中明示或监理工程师指示外，不得拆除、迁移任何现有建筑和设施。（3）场地清理后应将场地修整、铺平，并压实，达到规范要求。3．路基土方挖掘、回填施工路基土方的开挖及回填在场地清理完成，并经监理工程师验收合格后进行。本标段路基土方工程量较小，土方挖填平衡后，若需取土，则必须严格按照设计要求选择土料，严格按有关施工规范组织施工。4.道路基层施工：按照设计要求的标高做路基基层。5．砼路面施工混凝土的搅拌，全部采用机械搅拌。混凝土浇筑前，应复查几何尺寸和标高，并检查支模架是否牢固。混凝土浇注时，采用插入式振捣棒进行振捣，混凝土振捣时应快插慢拨，必须密实。摊铺后应立即进行压实作业。全部工程完工后实行班组自检，施工人员、试验复检和班组人员、施工人员、试验会同监理工程师终检制。第二节排水施工一、施工工艺流程图如下4 测量放线管沟土方开挖基底夯实带基砼浇筑砼管安装闭水试验管沟回填、压实二、主要施工方法：1、土方开挖：根据设计图纸，按带基宽度每边加0.4～0.6m工作面，深度超过1.5m时，按1:0.67放坡，采用机械开挖。2、砼带基浇筑：基底经验收合格后，根据设计高程、坡度，测设水平控制桩（小木枋钉在边沟侧墙上）挂线立模，砼采用机拌机捣，在浇筑过程根据水平控制桩，拉线检查砼厚度及坡度。3、管道安装及砼回填：管道安装前，必须按设计要求，检查砼带基高程及平整度，检查合格后，下管安装，Φ600以下管采用人工安装，Φ600以上采用机械安装，管节就位后，挂中线检查其高程、位置是否正确，检查无误后，用卵石将其固定，按设计180º砼回填定位，砼浇筑时，应对称下料，防止管节移位。4、管沟土方回填：胸腔及管顶70cm内的填土应在管基砼和接口达到强度后进行，回填时，分层夯填，采用人工及小型机械进行。第三节大门及围墙施工一、施工部署：根据“先地下，后地上”、“先主体、后装饰”的原则，整过工程施工大体分为基础工程、主体工程、屋面工程及装修工程，以上几个施工阶段既自成系统，又相互联系，在施工过程中，采用平面流水立体交叉的方法组织施工，使多个单体工程的相关施工阶段做到流水施工、衔接紧密，穿插有序以保证工期。二、施工工艺流程土方开挖→条基、砖基、砼基→回填土→砖墙→砼柱、梁、梁板→屋面结构→装饰（1）土方工程本工程基槽开挖时应根据具体情况放基槽宽度，并放足够坡度以保持土壁的稳定，挖土过程中应注意控制挖土标高，不能超挖。基槽回填土应在基础工程完成后，并经有关部门隐蔽验收后，及时回填。回填前，槽内垃圾积水应清理干净，不得含有石块、碎砖、灰渣等及有机杂质，回填土应分层夯填。4 （2）钢筋工程1、钢筋进场必须核对，同时按规定、型号分类堆放。2、钢筋安装绑扎施工严格按设计要求的钢筋排列顺序施工。3、对基础预留柱的插筋，应通过地面轴线控制桩投点拉通长进行复核。4、双向板底层筋中的短向筋应放在下层，长向筋应放在短向筋之上。5、梁柱箍筋弯钧须达135度，锚入砼核心区内10d，梁柱核心处需设置同层加密区的箍筋。6、预埋件的安装必须按图纸尺寸定位与复核，准确无误后点焊，将其与相邻钢筋连接固定。预埋拉墙筋、预插构造柱筋、门窗过梁筋等位置要准确，锚固要符合要求。（3）模板工程1、梁板柱全部采用18mm厚胶合板，方木楞与，钢管相结合，支撑采用φ48×3.5钢管承重排架支撑系列，18mm厚胶合板必须平整顺直，拼缝密实，不得有翘曲变形状况。2、柱模板①柱为矩形，采用18mm胶合板模加槽钢井式柱箍紧固。②支设的柱模，其标高截面尺寸位置要准确，支立模牢固、稳定。③柱模根部提前用水泥砂浆抹好，防止跑浆，影响浇捣质量。④柱模的浇筑口和清扫口在配模时予以考虑。3、现浇梁板的板工艺流程：搭设排架应检查排架刚度及稳定性→安装纵横钢木楞→铺设梁底板及一侧模板→检查梁底标高平整度→绑扎钢筋→安装另一侧模板→安装现浇板底模→楼板扎筋→验收钢筋→再复核梁板位置预埋件→浇梁板砼→砼养护（4）砼工程4 1、砼原材料的质量控制：进场各原材料必须具备生产厂家质保单原件，水泥、砂、碎石等材料按要求进行抽样送检，不合格材料不准使用。2、砼浇筑前的准备工作：砼浇筑前应了解气象信息，避开雷暴雨等恶劣天气对浇捣的影响，要求浇筑的连续性，确保砼质量，浇筑前对搅拌机、震动器等机械进行维修保养，且储备足够一次浇筑所需的水泥、砂石等材料。3、砼的配制与搅拌：将拌制砼的各种原材料随机取样，送材料试验室，按不同部位不同强度等级，由试验室试配，确保砼的质量。4、砼的浇捣：砼浇筑时一次性整体浇捣，柱、梁、板等采用插入式振动器振实，平板振动器辅助。振捣后用刮尺刮平，待初疑前用铁抹子压实扫光。振捣时，应做到快插慢拔，砼浇筑时，应经常注意观察模板、支架、钢筋、预埋件和预留孔洞的情况，当发现有变形和移位时，应立即停止浇筑，并在砼初凝前修整完好。5、砼养护：砼浇筑完毕后，应及时养护。（5）砌体工程该工程采用铺灰法，一顺一丁组砌方法，砌筑时做到“三皮一吊，五皮一靠”，做到横平竖直，灰缝饱满。（6）装饰工程1、地面砖镶贴a、在刷干净的地面上，摊铺一层l：3．5的水泥砂浆，厚度小于lOmm。b、用线绳在墙面标高点上拉出地面标高线，以及垂直交叉的定位线。c、先做出l：500的返水斜度，并在镶贴地面瓷砖之前做好防水层。d、用1：2水泥砂浆在定位线位置铺贴瓷砖，并用橡皮锤或软木轻敲压实，其厚度与地面标高线吻合。在铺贴8块以上时应用水平尺检查平整度。e、瓷砖铺贴过程中，应及时擦去表面的水泥浆。f、地面铺贴养护2天后，再进行抹缝施工。2、内墙面抹灰4 首先清理基层剔除墙面部分杂物，清理干净。用与抹灰层相同的砂浆冲筋，筋宽约5cm左右，一般在冲筋后约2h左右手就可以抹底灰，先薄薄抹一层底子灰，然后分层抹灰与筋找平，用括尺括平，木抹子搓毛。然后全面检查底子是否平整，阴阳角是否方正，并用靠尺检查墙面平整度和垂度。当底子灰六七成干时，即可开始罩面灰，罩面灰应二遍成活，先上后下赶光压实，用钢皮抹子压光。3、平顶粉刷清除基层后刷素水泥浆一道，再用1：1：4砂浆粉面，最后吊顶。第四节人行道工程施工人行道工程与道路工程同时施工，人行道工程要做好路缘石的砌筑。第五章施工质量保证体系和质量保证措施工程施工质量是施工企业各项管理素质的综合反映。企业各个部门强化各施工环节的施工质量和管理工作，对降低生产成本，获得最佳经济效益具有十分重要的意义。第一节主要措施1、提高全体施工人员的质量意识，在确保工程质量和施工安全的前提下，确保工期实现。2、各工序严格把关，健全各工序自检、互检、专检制度，前道工序验收合格后，方能进行下道工序施工3、建立健全各岗位的质量责任制，把质量的好环与操作者利益挂钩。4、实行内控质量指标。5、实行全面质量管理，认真做好准备工作，认真抓好技术交底，对图纸上的问题，及时反映，及时解决，以保证施工的正常进行。6、对施工产品进条保护，并制定一项切实可行的奖罚制度，对损害产品者严格按制度处理。第二节全面质量管理一、组织建设4 设立公司质检料、项目经理部和施工作业队三级专职质量检查人员，统一领导管理质检工作，形成一个权威的检查机构，各作业班组配备质量自检员，形成完整的质量管理网络。建立如下质量保证体系（详见质量保证体系图）公司质检科项目经理部质检员专业施工队质检员分项工程作业班质检员二、目标管理实行方针目标管理岗位质量责任制，形成一套有目标、有检查、考核的标准化管理。三、质量管理针对本工程特点和施工中的薄弱环节以及关键部位，设质量管理点，实施预测预防，防患于未然。第六章工期保证措施第一节从施工组织及管理上予以保证一、公司领导、分公司领导设分管领导一人，常驻现场,协助项目经理进行施工管理和施工协调。二、严格实行项目施工管理,组建一个具有严谨科学态度、全面技术知识、施工经验丰富的项目经理部。在施工过程中与建设单位、设计单位、监理单位紧密配合，严格按照施工图及施工验收规范和施工组织设计组织施工，从管理上保证施工进度的实现。4 三、实施合同约束制，公司与项目经理签订工期合同。项目经理同项目管理人员及作业班组签订分项工期合同，实行目标分解，责任到人。项目经理全面负责进度实施，副经理和专业工长具体执行。责任和利益相结合，奖勤罚懒，奖罚兑现，调动全体工作人员的工作热情和劳动积极性。把工期考核同职工的经济收入挂钩。并把工期作为年度考核项目经理业绩的重要指标。四、认真编制各阶段的施工作业计划，以总工期控制分段施工作业计划。采用网络技术，抓好关键线路的控制，及时调态影响工期的因素，把施工周期缩短在最佳范围内。五、每周召开一次协调会，邀请业主，监理工程师参加，检查上一周施工计划完成情况，布置下一周施工生产计划安排，找出存在的问题。进度检查必须务实，检查内容包括工程形象进度、材料供应情况及管理情况等，及时发现处理影响进度的因素,对于滞后的进度及时采取措施，组织力量限期赶上。切实避免因滞后累计，致使无法保证工期的现象发生。六、实施交叉作业，合理组织各工序的穿插。各工种之间相互支持，积极配合，为了一个目标，努力为对方创造条件提供方便。七、作好职工的思想政治工作,较变思想观念，积极为市场服务。第二节从施工进度安排上予以保证一、本工程将进行科学管理,合理组织人员、机具、材料，紧凑地组织穿插施工，力求从道路空间上赢得时间。二、实行目标管理，分阶段严格控制施工进度。以总进度为基础，抓好关键线路地控制。以计划为龙头，实行长计划短安排，每周安排进度计划,每周进行检查和考核，确保总工期的实现。第三节从技术管理上予以保证一、现场技术人员主动与设计单位取得联系，商讨施工与设计的配合及技术难点的处理，尽可能减少因设计误差而造成的施工返工，从而保证计划工期的实现。二、加强技术管理力度，以适应施工进度的需要。已经核定的技术变更，应及时通知施工工长和施工班组；临时性的修改，要立即制定相应的技术处理措施；对可能影响施工进度的变更，要主动向监理、业主及时反馈，商讨合理的处理措施。4 1、在不影响建筑使用功能，不增加业主投资的原则下，根据工期要求和实际施工情况，会同设计、业主、监理一道，采取灵活可行的技术措施，及时解决施工中的各种技术问题。2、应用新技术，新工艺缩短技术间歇时间,提高工效。采用切实可行的冬季施工措施，保证连续施工,确保工程进度。第四节机械设备配备上予以保证一、根据本工程施工期紧这一特点，配备足够的施工机具。设专职机电管理人员，加强对机具设备的管理。二、加强对施工机具的日常保养维修，配备易损零部件，出现故障及时进行维修。三、作好机具设备运转记录，掌握施工机具运行情况，及时对施工机具进行保养维修。四、建一条钢筋加工生产线，配齐加工钢筋的配套设备。第五节材料供应上予以保证一、根据本工程施工周期短的特点，提前编制材料需用计划，对大宗材料(钢材、水泥、砂、石、砖等)应签订供货合同，落实货源，按计划及时进场。二、根据施工进度安排，及时制定、核实每月材料需用计划，以满足材料的组织、加工的时间间隙，保证能按期进场使用。三、把好材料入场关，所有进场材料必须持证(出厂合格、检验试验报告、厂家生产资质证)，在外观检查合格后，随机抽取试样进行质量检验，合格方可用于工程。四、加强对现场材料的管理，分品种、规格进行堆码。第七章安全管理体系、文明施工和措施第一节施工安全保证措施一、安全生产管理体系为确保本工程安全生产目标的实现，我公司将建立现场安全生产管理责任制，组成由项目经理和各专来有关管理人员参加的领导机构，具体负责现场安全生产的日常管理工作。4 （一）安全生产领导小组组长：项目经理副组长：项目技术负责人组员：各部门负责人（二）安全生产保证体系详见安全生产保证体系图：4 二、安全生产管理制度（一）七项安全技术措施1、按规定使用安全“三宝”（安全帽、安全带、安全网）2、机械设备防护安装一定要齐全有效，不能带病运行。3、架设电线线路必须符合国家与建设部的用电标准，电气设备必须接地或接零。4、电动机械和电动手持工具，应设置漏电跳闸开关。5、严禁赤脚或穿高跟鞋、拖鞋进入施工现场，高空作业不准穿硬底和带钉、易滑的鞋靴。6、施工必须坚持标准作业，必须有安全保护措施。7、施工现场危险地段应有围栏、有警式标志，夜间设有红灯示警。（二）施工现场十不准1、不戴安全帽，不准进入现场。2、酒后和带小孩不准进入现场。3、不准穿拖鞋、高跟鞋及硬底鞋上班。4、模板等易腐材料不准作脚手架使用，作业时不准打闹。5、电源开关不准一闸多用。6、未经培训的职工不准操作机械。7、吊装设备未经检查（或试吊）不准吊装，下面不准站人。8、木工场地和防火禁区不准吸烟。9、施工现场的各种材料应分类堆放整齐，做到文明施工。（三）现场施工安全管理制度1、要贯彻“安全第一、预防为主”的方针，切实执行建设部颁安全标准和安全生产责制以及区《劳动卫生安全条例》、市《安全生产监察条例》，做到思想落实，措施落实、组织落实。4 2、经常进行有针对性的安全纪律和安全技术教育。明确岗位责任，正确使用个有防护用品，严格执行安全技术操作规程和维护安全纪律，要坚持特殊工程持证上岗，确保安全生产和文明施工。3、在施工组织设计中，必须编制安全技术措施，并认真执行。4、在工程施工前要向施工操作人员进行安全技术措施交底，严格遵守“建筑施工操作规程”，反对盲目指挥，反对违章施工。5、施工现场应悬挂安全标志，做好安全防护措施。各材料、构件设备的安全放置要整齐稳定，并有标识。施工废料要及时清理。6、必须正确使用防护用品和采取防护措施，各种电动机具做到接地良好，一机一闸，并配有漏电开关，易燃易爆物品运输储存和使用必须符合专门规定。7、要进行经常性的安全检查。8、对工伤事故要及时逐级报告，按四不放过原则，对违反制度、违反纪律、工作不负责造成事故的要严格进行处理。9、应严格按照《中华人民共和国消防条例》的规定，建立和执行防火管理制度，设置消防设施。10、做好施工现场安全保卫工作。三、安全生产保证措施（一）安全防护措施1、施工中，认真执行国家《施工安全检查评分标准》、《施工现场临时用电安全规范》，以及区、市主管部门颁布的防雨、防滑、防雷、防暑降温和防毒安全保护措施。2、各种施工作业人员应持安全劳动卫生合格证及配备相应的安全防护用具和劳保用品，严禁工作人员违章作业，管理人员违章指挥。3、各种施工人员必须经过安全培训与教育，特种操作人员必须持证上岗。4、施工所用的机械、电器设备必须达到国家安全防护标准，各种自制设备、机电设备须通过施工前安全检验及性能检验合格后方可使用。5、严格按照安全技术规程及措施方案执行，加强施工安全管理和监控。4 6、施工现场照明设施齐全，经常检修，保证正常的生产和生活。7、在工地重点部位悬挂安全色标，危险地段设置明显的警示标志和护栏。8、做好交通疏导及交通运输的安全工作。现场要设置交通红灯和交通指示牌及疏导指挥人员，及时指挥疏导行人车辆。9、施工期间，加强监控量测，及时反馈测量信息，发现问题及时采取措施，调整预加固、预支物及支护结构的封闭时间，确保施工安全及地面建筑物安全。第二节文明施工措施一、文明施工组织为确保本工程文明施工管理目标的实现，我公司将建立健全现场文明施工管理责任制，组成由项目经理、项目副经理、各部门负责人参加的领导机构，具体负责文明施工的日常管理工作，将文明施工目标进行分解，逐级下传，逐级签订责任制，层层严抓落实，使争创市“安全文明施工样板工地”活动扎实有效地开展起来。文明施工领导小组组长：项目经理副组长：副经理组员：各部门负责人4 文明施工管理体系投入相应人财物项目经理项目主任工程师施工管理人员对现场进行总体规划安排有关人员按要求进行全面布置对现场布置进行明确施工过程材料堆放整齐工完场清施工道路整洁生活卫生其它项目副绠理全面检查制定有关制度规定达不到要求达到要求进行处理保证并提高二、文明施工规划及管理制度（一）全体动员，深入开展创“新乡市文明工地”、“新乡市绿色环保工地”4 的宣传教育活动，运用墙报、宣传栏、宣传达室标语等多种形式对员工进行教育，学习和贯彻执行成都市建设工程现场文明施工有关管理办法，使全体员工清楚文明施工管理的具体要求和验收标准，自觉做好本职工作。（二）根据本工程特点，合理编制施工方案，科学组织施工，把文明施工放在与工程进度、质量安全同等重要的位置，贯穿施工生产的全过程，大力开展预测、预防、预控活动，将施工过程可能出现的影响文明施工的因素，最大限度地在施工前得到预防和纠正。（三）施工现场实行封闭式施工，科学地制定施工围蔽方案。围蔽做法必须符合成都市建设工程现场文明施工有关管理办法的有关要求，并做到牢固，整洁大方。（四）施工过程中按审批的施工现场平面布置图统一管理，合理、规范地布置施工现场的各种生产、办公、生活用房及仓库、料场、临时上下水管，照明动力线等设施。施工现场内所有物品严格按图定位，做到图物相符，并根据工程进展情况进行必要的调整。（五）建立文明施工负责制，划分区域，明确管理责任人，做到施工现场清洁规整。（六）所有作业人员及管理人员进入施工现场，均要求着装整齐，戴好安全帽并佩戴注有个人身份的胸卡。（七）坚持项目部每月、各工区每半月、班组每周一次的文明施工大检查，发现隐患及时整改，建立文明施工档案，将现场文明施工的各项制度的执行情况、各阶段的检查及整改落实的情况进行详细记录。对每次检查发现的问题除及时整改外，还应找出原因加以克服。第八章环境保护管理体系与措施第一节施工现场扬尘控制措施为对施工现场扬尘进行控制，降低施工扬尘对大气环境的污染，满足相关法律及环境保护要求，我项目部结合现场施工情况，并制定了控制扬尘措施如下：4 1.施工场地与运输便道应经常洒水，减少扬尘，施工区用砖砌围墙与外部环境隔离。2.进入施工现场的各种车辆限速行驶，每小时不超过5km。3.工地各种材料如钢筋、模板运输时，不得在地上拖拉。4.在土方开挖、运输、回填、夯实过程中，适当洒水，尽量减少扬尘。5.易产生粉尘的材料如水泥、石灰、砂石料等，运输、储存过程中要严密遮盖，防止撒落扬尘和其风扬尘。6.搅拌机要有专门有防护隔离棚，砼搅拌时上料过程要先上砂石料，后上水泥、早强剂等粉料，避免水泥灰四处飘扬。7.工地现场路面、楼内地面清扫、整理过程中，要先浇洒适当的水，湿润地面，清扫动作不要过大，以免扬起粉尘过多。8.施工现场办公区路面多洒水，办公室地面铺地砖，现场主要道路碾压平整，也可有效减少扬尘。9.一般不可回收废弃物在装卸、运输过程中，要洒水或遮盖，防止产生扬尘。10.废弃物存放箱在不填装、外运废弃物时，要保持密封，以防止产生扬尘、遗洒和减少有毒有害气体污染大气。第二节施工污水控制措施为对产生的施工污水进行控制，从而有效预防和治理水体污染，降低施工污水对环境的污染，结合工地现场情况，特制定本措施。1.施工现场作业产生的污水，禁止随地排放，作业时严格控制污水流向，在合理位置设置沉淀池，污水经沉淀后方可回收用于洒水降尘。2.施工现场产生的污水，得到当地环保部门的排污检测合格后，方可排入市政污水管道。3.机械清洗处设置沉淀池，清洗后的废水排入沉淀池内，经二次沉淀后，方可回收用于二次洒水降尘。4.禁止将清洗装贮过有毒有害物品的车辆和容器的污水向河流、湖泊、海洋等水域或地面排放，应与当地环保部门取得联系，妥善处理后可排放或回收利用。4 5.若发现污水未经处理而任意排放情况，应及时制止，并及时联系当地环保部门处理。6.项目部由环保检查员，对施工污水控制进行随时检查，对工地分包方的控制情况进行监督检查，并认真填写《施工污水控制情况检查记录》。7.组织工地人员学习公司相关文件《大气和水污染防治控制程序》第三节噪声控制措施1.在开始施工同时，对施工现场的环境要制定措施规划，并经常监督检查实施。2.施工现场作到封闭施工，施工围墙作到坚固美观大方。3.噪声控制达标，夜间不超过55dB,白天不超过70dB。4.采取加高围墙等搞好防护和隔离设施的施工措施。5.对环保加强监测，随时解决出现的问题。6.混凝土搅拌棚遮盖严密，大型混凝土浇注尽量避免在夜间进行；木工加工木材要在专门的加工棚内加工。7.用卡车大量的进物料要在白天准备好，避免夜间在装卸料时产生超标的噪音。第九章资源配备计划第一节主要施工机械设备投入及进场计划本工程的机具突出满足主体工程施工的配备，并兼顾各分项、分部工程的需要，机械化程度及状态在省内是一流的，按满足使用，留有余地的原则及施工顺序的要求陆续进场。㈠主体工程施工水平与垂直机械运输流程框图1.混凝土运输：混凝土自拌站出料→混凝土泵运输→人员指挥→工作面㈡主要施工机械设备、供应计划表机械设备供应计划表见附表一第二节劳动力安排计划及保证措施4 根据本工程工期情况、质量要求高及建筑特点，挑选技术水平高、管理能力强的管理机构和施工作业层。根据施工总体安排与施工顺序陆续进场。施工总平面图及劳动力计划表附后附表一拟投入本标段的主要施工设备表机械设备名称型号及额定功率出厂日期数量产地生产能力设备来源机动翻斗车F1520052中国郑州满足自有水准仪S1-12007良好北京自有经纬仪J22007良好苏州自有自卸汽车FV413JDL19993日本尼桑满足租赁砼搅拌机HZY3020032中国扬州满足自有砂浆搅拌机UJ20020042中国扬州满足自有电焊机BS320062中国济南满足自有钢筋调直机GT-4020021中国合肥满足自有钢筋弯曲机Gj-4020001中国合肥满足自有钢筋切断机GQ40A20022中国太原满足自有木工压刨机MB30020032中国洛阳满足自有4 附表二劳动力计划表工种按工程施工阶段投入劳动力情况施工准备排水道路人行道围墙南大门收尾竣工测量工4电焊工电工3架子工0瓦工0力工10维修工2木工4抹灰工0钢筋工0混凝土工油漆工4 附表三施工进度计划表天数内容30天30天30天30天30天30天施工准备排水施工阶段道路施工阶段人行道施工阶段围墙施工阶段大门施工阶段竣工扫尾阶段4 附表四施工总平面图北道路现场办公场所厕所设备与仓储供水与供电设施加工车间消防设施生活区临时设施4 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