桥梁施工组织设计21

'施工组织设计 一、工程概况（一）、工程概况桥位于，K+处，原桥址处为5×10拱桥，由于拱圈横向贯通出现裂缝，需要改建。桥，流域面积F=29.8㎡，平均坡度i=2.0‰，采用公路科研所的简化公式，计算设计流量为Q=220.56m³/s，经计算，确定新建一座路线前进方向与水流方向夹角90度的5×13米简支桥，全长74.88米。上部结构：均采用标准跨径简支板，宽度为1.5米的矩形空心板中板和宽度为2.02米矩形空心板。每孔由5片板组成，其中中板3片，边板2片。下部结构：墩台采用重力式墩台。桥面铺装采用10cm厚C40型混凝土，桥面横坡1.5%。防护采用M10浆砌片石锥坡防护、桥头两侧各加10米浆砌片石防护，与路肩同高。（二）施工组织设计编制依据及原则1.关于《桥施工图设计的批复》2.依据郜桥工程项目《施工图设计》。3.依据交通部JTGF10《公路路基施工技术规范》JTGF50《公路桥涵施工技术规范》JTGF80《公路工程质量评定标准》的有关规定。4.铁岭市公路管理处下达的有关指令。5.施工单位具有的人员、机械的实际施工能力。 （三）、施工工期安排桥在2012年5月20日开工，2012年9月30日前竣工；施工计划安排中,考虑到气候等各种不利因素的影响,时间利用率为80%,则有效施工天数为日历天数乘以百分之八十。二、施工部署（一）施工组织、施工组织机构及人员配备1、施工组织：实行项目法施工管理，由曾施工多年，并曾获得过省优质工程的项目经理担任该项工程的项目经理，同时选派有丰富施工经验的工程师、技术员、工长等管理人员组建本工程项目经理部。实行项目管理层、作业层的两层分离式管理方式。项目管理层对工期、质量、安全和成本进行全方位、全过程的组织管理和协调控制；项目作业层由具有一定专业操作技术等级、有实践经验的工人班组，并配备有承建制的专业施工队伍组成，以承包合同的方式，明确目标、责任和义务。2、施工组织机构及人员配备项目经理：技术负责人：施工负责人：质检工程师：工程计划：机械工程师： 实验工程师：材料负责人：安全负责人：会计师：并根据施工过程的需要，合理地安排人力、机械。（二）施工机械进场设备:机械数量机械数量钩机一台满堂红支架一套铲车一台钢模板一套装载车二台电焊机2台水准一套振捣棒3根全站一套钢筋切断机一台砼搅拌机一台弯曲机一台 （三）施工程序施工准备施工测量挖基桥面铺装防撞墙沥青砼摊铺矩形板安装全桥交工墩、台扩大基础墩、台身砌石锥坡矩形板预制支座安装墩、台盖梁 三、分部分项工程施工方法（一）施工准备做好施工现场准备，修建施工临时设施，安装调试施工机具及标定试验机具，进行施工测量及复核测量资料，做好材料的储存和堆放，做好开工前的试验检测工作，现场实现“三通一平”。（二）施工测量1、利用原设计网点进行加密或重新布设控制网点。2、补充施工需要的水准点、桥梁轴线、墩台控制桩。3、为防止差错，施工测量必须由两个人相互检查核对并作出测量和检查核对记录。（三）挖基1、基坑顶面应设置防止地面水流入基坑的设施，若基坑坑壁坡度不易稳定并有地下水影响，或放坡开挖场地受到限制，或放坡开挖工程量大，应结合实际情况选择适宜的支护方案。2、不支护加固基坑坑壁的施工要求（1）基坑尺寸应满足施工要求。（2）基坑坑壁坡度应按地质条件、基坑深度、施工方法等情况确定。（3）如土的湿度有可能使坑壁不稳定而引起坍塌时，基坑坑壁坡度应缓于该湿度下的天然坡度。 （4）当基坑有地下水时，地下水位以上部分可以放坡开挖；地下水位以下部分，若地质易坍塌或水位在基坑底以上较深时，应加固开挖。3、挖基施工要选定在枯水或少雨季节进行，开工前做好计划和施工准备工作，开挖后要连续快速施工。排水应不影响基坑安全，应不影响农田和周边环境。基坑的回填要分层压实，要符合规范的规定。（四）钢筋的施工1、钢筋必须按不同钢种、等级、牌号、规格及生产厂家分批验收，分别堆存，不得混杂。2、钢筋的焊接与绑扎要符合规范的要求。3、对于预制钢筋骨架或钢筋网必须具有足够的刚度和稳定性。4、在浇筑混凝土前，应对已安装好的钢筋及预埋件（钢板、锚固钢筋等）进行检查。（五）模板安装1、模板与钢筋安装工作应配合进行，妨碍绑扎钢筋的模板应待钢筋安装完毕后安设。模板不应与脚手架联接（模板与脚手架整体设计时除外），避免引起模板变形。 2、安装侧模板时，应防止模板移位和凸出。基础侧模可在模板外设立支撑固定，墩、台、梁的侧模可设立拉杆固定。浇筑在混凝土中的拉杆，应按拉杆拔出或不拔出的要求，采取相应的措施。对小型结构物，可使用金属线代替拉杆。3、模板安装完毕后，应对其平面位置、顶部标高、节点联系及纵横向稳定性进行检查，签认后方可浇筑混凝土。浇筑时，发现模板有超过允许偏差变形值的可能时，应及时纠正。4、模板在安装过程中，必须设置防倾覆设施。（六）混凝土及钢筋混凝土1、基底平面位置、尺寸大小、基底标高、地质情况和承载力符合要求后，进行放样并安装支架、模板。2、浇筑混凝土前，应对支架、模板、钢筋和预埋件进行检查，并做好记录，符合设计要求后方可浇筑。3、混凝土应按一定厚度、顺序和方向分层浇筑，在下层混凝土初凝或重塑前浇筑完上层混凝土。大体积墩台基础混凝土，当平截面过大，不能在前层混凝土初凝或重塑前浇筑完成次层混凝土时，可分块进行浇筑。4、混凝土施工结束后，要及时进行覆盖和洒水养生，并检验混凝土的强度，确定拆模时间。（七）支座安装1、支座在安装前，应检查产品合格证书中有关性能指标,如不符合设计要求时，不得使用。 2、安装前应将墩、台支座垫石处清理干净，用干硬性水泥砂浆抹平，并使其顶面标高符合设计要求。（八）矩形板的安装1、构件在脱底模、移运、堆放、吊装时，混凝土的强度不应低于设计所要求的吊装强度。2、安装构件时，支承结构（墩台、盖梁）的强度应符合设计要求。3、构件吊运安装时，必须遵守有关安全操作技术规程。（九）桥面铺装1、铺装的厚度应符合设计规定，其使用材料、铺装层结构、混凝土强度，防水层设置等均应符合设计要求。2、沥青砼铺装前应对桥面进行检查，桥面应平整、粗糙、干燥、整洁。桥面横坡应符合要求，不符合时应予处理。（十）防撞墙（模板安装、砼浇筑、拆模）　1、测量放样，然后根据防撞墙的线位在墙内侧桥面打两排Ф20的膨胀螺栓，并在螺栓上安装两排10×10cm枋，作为固定模板的受力点，内侧模下部设压方固定，同时用间距1m角钢将模板顶与内排膨胀螺栓联锁，保证模板整体的稳固性。模板顶部和底部均用间距50cm的角钢和Ф 16对拉螺杆组合，通过上紧螺母来保证组合模板的整体性，安装定型钢模底部比梁面高出8～10cm，模板脚空隙用砂浆封严。模板安装前后，要反复测量，对模板的线型，拼缝拉线检查，保证顺直，防撞墙标高每过5m复侧一点。同时检查压方、支撑的牢固性，反复检查验收后才进行下一工序。　　2、防撞墙砼采用引气剂减少气泡，在多次试验后确定最佳配合比，以尽量减少成型后的防撞墙表面的气泡。砼施工按设计要求标号配制配合比，采用吊机或其他起重设备将砼吊上桥面进行施工，砼浇筑时不分层浇筑，采用斜层法全面积一次完成。使用插入式振动棒振捣，先振捣墙体腰线以下部位，振捣密实后再振捣腰线以上部位，如此反复向前推进。当防撞墙顶部砼接近终凝时进行墙体顶面光面。3、拆模：防撞墙模板一般在砼浇筑12小时，就可以拆模，模板拆下后，应迅速清理干净，以便下次使用。四、质量保证体系及措施我公司本着“百年大计、质量第一”的企业精神，确保质量保证体系的建设。（一）质量保证体系质量保证体系的建立是实现精品工程的组织保证，根据工程的实际情况，建立以项目为中心的质量保证体系。由项目经理、项目工程师、工长、班组长组成的质量保证体系从生产角度把好质量关，项目工程师、专职质检员、班组质检员组成的检查监督 体系从质量监督的角度把好质量关，施工管理人员及质量监督人员要作到五到位:每一分部分项工程前都要做到操作规程及质量要求交底到位；上下道工序变化交接到位;上下班交换到位;气候发生突变到位;节假日施工值班到位。（二）质量保证措施1、技术措施（1）组织施工管理人员认真学、审图纸、搞好图纸会审工作，对图纸中的问题及时会同有关单位人员沟通解决，将问题解决在施工前。（2）坚持项目经理主要编制施工组织设计的原则，在施工前即组织各有关人员认真进行施工组织的编制，并对施工方案进行科学优化，并依据其科学合理地安排项目的施工，以确保工程的质量和进度。（3）做好技术交底工作：工程施工时由项目工程师编制各分部分项施工措施，在每一道工序施工前，由项目工程师及工长向施工人员进行交底，对其中关键及特殊的问题要向施工人员详细讲解和交待，使每个施工人员对工程的工艺及技术要求做到心中有数。2、材料保证（1）对建筑材料要严把“三关”，即材料的采购关：本着“质优，价格合理、有出厂合格证” 优先采购的原则；材料的验收关：材料进场必须经材料员验量、技术负责人及监理工程师验质，认定合格后方可进场；材料的检验关：进场材料必须携带出厂合格证，经外观检查，认定合格后应采样送试验室复试，材料复试合格后方准用于工程，不合格的材料一律不进场，不使用。（2）各种材料进场要有准确记录，分规格、品种按施工平面布置图规定的位置堆放、严禁乱放、混放。3、工程施工过程中的质量控制（1）测量用的仪器必须检验合格后方准使用。（2）设置准永久性的控制桩，包括水准基点、三角网点，这些点的设立应易于识别并认真加以保护，施工测量放线均应由准永久控制桩、点引测,放线完毕后经质检员、监理工程师等复测后方可进行工程施工。（3）认真填写测量记录，做到准确、及时、完整。（4）做好各种材料的试验工作。（三）验收制度施工中严格按照图纸和规范组织施工，严格落实“三检”制度，将自检、专检贯穿于工程始终，做到上道工序不合格、不验收、不进行下道工序，建立严格的检查验收制度。五、安全技术管理办法一、项目安全技术交底由工长或施工员负责。二、工长或施工员必须在工人入场后开始工种作业之前对所有相关作业人员进行书面交底，每个作业者在接受交底后必须签字（加盖手印）。 三、工长或施工员在安全技术交底时要结合工程的实际情况，作有针对性的交底。四、安全技术交底完后，交到项目安全员处，由安全员负责整理归档。五、有违反以上条款者，据其情节轻重，按《员工守则》相关条款予以处理，直至建议人事部门辞退的处分。工人入场安全教育　一、事故形成机理：“隐患”多由物的不安全状态和管理上的缺陷共同偶合形成的，客观上一经出现事故隐患，人主观上表现不安全行为，就会立即导致伤亡事故的发生。事故的直接原因是由于人的不安全行为和物的不安全状态。但是，造成“人失误”和“物故障”的这个直接原因的原因常常是管理上的缺陷，后者虽然是间接原因，但它却是背景因素，而且是事故发生的本质原因。 从事故形成机理看，我们要保证安全生产，把伤亡事故降下来，除必须依靠科学的安全管理和相应的安全技术措施外，尚应广泛开展安全生产的宣传教育，使各级领导和广大职工群众，真正认识到安全生产的重要性、必要性，懂得安全生产、文明生产的科学性；牢固树立安全第一的思想，自觉地遵守国家和企业各项安全生产法令、规程和规章制度。下面专讲建筑工人在施工生产中应注意事项和一些安全操作规程。二、一般规定：工人入场安全教育主要根据建设部“一标（JGJ59-99）三规范和国家建工总局（80）建工劳字第24号文印发的“建筑安装工人安全技术操作规程”的有关规定，结合我司一些实际情况进行的。⒈参加本企业生产的职工要热爱本职工作，努力学习，提高政治、文化、业务水平和操作技能，积极参加安全生产的各项活动，提出改进安全工作的意见，搞好安全生产。⒉遵守劳动纪律，服从领导和安全检查人员的指挥，工作思想集中，坚守岗位，未经许可不得从事非本工种作业；严禁酒后上班。⒊严格执行操作规程（包括安全技术操作规程和质量的操作规程等），不得违章指挥和违章作业，对违章指挥的指令有权拒绝，并有责任制止他人违章作业。⒋听从班组和现场施工员的指挥，服从分配，团结一致，共同完成好生产任务。⒌正确使用个人防护用品，进入施工现场必须戴好安全帽、扣好帽带，不得穿拖鞋，高跟鞋或光脚上班；不得穿硬底和带钉易滑鞋上高空。⒍施工现场的种种设施，“四口” 防护，安全标志，警示牌、安全操作规程牌等，不得任意拆除或挪动，要移动必须经现场施工负责人同意方可。⒎施工现场设的效能指示标志，不得随意拆拿，场内工作要注意车辆来往及机械吊装。⒏不得在工作地点或工作中开玩笑、打闹以免发生事故。⒐上班前应检查所要工具是否完好，上高空作业所携带工具应放在工具袋内，随用随取。操作前应检查操作地点是否安全，道路是否畅通，防护措施是否完善。工作完成后应将所使用工具收回，以免掉落伤人。⒑高处作业，不准上下抛掷工具、材料等物，不得在高空作业下方操作，如确需要上下交叉作业必须采取有效的隔离措施。⒒在没有防护设施的高处，悬崖和陡坡作业，必须系安全带。⒓遇有恶劣气候，风力在六级以上时，应停止高处露天作业。⒔暴风雨过后，上岗前要检查自己操作地点的脚手架有无变形歪斜。如有变形及时通知班组长及施工员，派人维修，确认安全后方可上架操作。⒕风是患有高血压病、心脏病、癫痢病以及其它不适于上高处作业的，不得人事高处作业。⒖不得站在砖墙上或其它不安全部位安模、砌墙、划线、刮缝等。⒗不得带小孩进入施工现场，不得叫小摊贩进入工地卖点心。⒘ 现场材料堆放要整齐稳固成堆成垛，搬运材料、半成品等应由上而下逐层搬取，不得由下而上或中间抽取，以免造成倒垛伤人毁物等事故。⒙吊运零星材料、应用吊笼，吊运砂浆应用料斗，并不得装得过满。⒚用斗车运送材料、行中两车距离应大于2m，坡道应大于10m。⒛清理安全网，如须进入安全网，事前必须先检查安全网的质量，支杆是否牢靠，确认安全后，方可进入安全网清理，清理时应一手抓住网筋，一手清理什物，禁止人站立安全网上，双手清理什物或往下抛掷。21.在建工程每层清理的建筑垃圾余料应集中运至地面，禁止随便由高层往下抛掷，以免造成尘土飞扬和掉落物伤人。22.不准在工地内使用电炉、煤油炉，液化汽灶，不准任意设灶。23.在易燃、易爆场所工作，严禁明火、吸烟等。24.消防器材、用具、砂堆、消防用水等不得挪做他用或移动。25.现场电源开关、电线线路和各种机械设备，非操作人员不得使用。使用手持电动工具，应穿戴好个人防护用品，电源线要架空。26.起重机械在工作中，任何人不得从起重臂下或吊物通过。 27.砂浆机在运转时，机筒口的灰浆不准用砂铲、扫帚刮扫，砂浆机料口的防护栅要完好，不准站在砂浆机的防护栅上倒水泥，以防工具或脚滑进砂浆机造成事故。28.砼搅拌机在运行中，任何人不得将工具伸入筒内清料，进料斗升起时，严禁任何人在料斗下方通过或停留。29.砼机停留时，升起的料斗应扦上安全插销、或挂上保险链。30.夜间施工应有足够的灯光，照明灯具应架高使用。三、高处作业：⒈登高作业都应从规定的斜道或扶梯上下，严禁攀登脚手架杆、井字架或利用绳索上下，也不得攀登起重臂或随同运料的吊篮吊物上下。⒉在高处或脚手架上行走，不要东张西望，在休息时不要将身体倚靠在栏杆上，更不要坐在栏杆上休息，不准在脚手架上午休。⒊钢架板在使用前应检查有无断裂或缺小拚板，竹木架板使用前要检查有无腐烂、断裂。4.脚手架、脚手架的防护栏杆联墙点、剪刀撑以及其他防护设施，未经施工负责人同意，不得私自拆除移动。如因施工需要必须经施工负责人批准方可拆除或移动，并采取补救措施，施工完毕或停歇时要立即恢复原状。5.高处作业不准用砧头垫高架板，也不得在架板上垫砧头站人操作。 水泥工安全教育一、砌体施工：⒈挖掘土方，两人操作间距保持2~3m，并由上而下逐层挖掘，禁止采取掏洞的操作方法。⒉开挖沟槽、基坑等，应根据土质和现场施工员交底放坡，挖出的泥土应堆放在坑槽边1m以外，堆高不得超过1.5m。⒊砌基础时，应检查和经常注意基坑土质变化情况，有无崩裂现象。堆放材料应离开坑槽边1m以上。当基坑较须设护壁支撑时，操作人员应设梯子上下，不得攀跳，运料不得碰撞支撑。⒋墙身砌体高度超过1.2m时，应搭设脚手架。在一层以上或高度超过4m时采用里脚手架必须在墙外张挂安全网，采用外脚手架应绑护身栏杆后方准操作。⒌用内架砌外墙时，架板要低于外墙20cm，墙外按规定张挂安全网。⒍脚手架上堆砖不得超过三皮，架子转角处不得堆砧，除操作层外，上下皮架只允许堆零星材料，不得多层都堆料。⒎在高处砌墙时，转砧应面向墙面，工作完毕应将脚手板和砖墙上的碎砖，灰浆清扫干净，防止掉落伤人。⒏不准站在墙砖上做砌砖、挂线、刮缝、检查大角垂直度和清扫墙面等工作。⒐ 不准在墙顶或架上修改石料，以免震动墙体影响质量或石片掉下伤人。⒑不准勉强在超过胸部以上的墙体上进行砌筑，以免将墙体碰撞倒塌或上石时失手掉下造成安全事故。⒒石块不得往下掷，运石上下时，脚手板要牢固，并钉防滑条及扶手栏杆。二、混凝土施工：1.用车子向基坑或料斗倒砼，应有挡车措施，不得用力过猛和撤把。2.浇灌、梁、柱砼应设操作台，不得直接站在模板或支撑上操作。3.使用震动器应穿胶鞋，湿手不得接触开关，电源线不得有破皮漏电，电线要架空，开关要有人监护。4.砼搅拌机在运行中，任何人不得将工具伸入筒内清料，进料斗升起时，严禁任何人在料斗下通过或停留。5.砼机停用时，升起的料斗应扦上安全插肖，或挂上保险练。现场钢筋安装工教育⒈现场人工断料，所用工具必须牢固，掌錾子和打锤要站成斜角，注意扔锤区域内的人和物体。切断小于30cm的短钢筋，应用钳子夹牢，禁止用手把扶，并在外侧设置防护箱笼罩或朝向无人区。⒉ 多人合运钢筋，起、落、转、停动作要一致，人工上下传送不得在同一直线上。钢筋堆放要分散、稳当、防止倾倒和塌落。⒊在高空、深坑绑扎钢筋和安装骨架，须搭设脚手架和马道。⒋绑扎立柱、墙体钢筋，不得站在钢筋骨架上和攀登骨架上下。柱筋在4m以内，重量不大，可在地面或楼面上绑扎，整体竖起；柱筋在4m以上，应搭设工作台。柱梁骨架应用临时支撑拉牢，以防倾倒。5.夜间施工灯光要充足，不准把灯具挂在竖起的钢筋上或其他金属构件上，导线应架空。满堂脚手架搭设教育：满堂脚手架所使用材料和搭设方法同一般脚手架。⒈立杆：纵横向立杆间距≯2m，步距≯1.8m地面应整平夯实，立杆埋入地上30～50cm，不能埋地时，立杆下应垫枕木并加设扫地杆。⒉横杆：纵横向水平拉杆步距≯1.8m，操作层大横杆间距≯40cm。⒊剪刀撑：四角应设抱角斜撑，四边设剪刀撑，中间每隔四排立杆沿纵向设一道剪刀撑，斜撑和剪刀撑均应由下而上连续设置。⒋架板铺设：架高在4m以内，架板间隙≯20cm，架高大于4m，架板必须满铺。⒌辅助设施：上料通道四周应设1m高的防护栏杆，上下架应设斜道或扶梯，不准攀登脚手架杆上下。 ⒍施工荷载：一般不超过100kg/m2，如需承受较大荷载应采取加固措施，或经设计。　脚手架拆除安全教育⒈拆除脚手架前，班组成员要明确分工，统一指挥，操作过程中精力要集中，不得东张西望和开玩笑，工具不用时要放入工具袋内。⒉正确穿戴好个人防护用品，脚应穿软底鞋。拆除挑架等危险部位要挂安全带。⒊拆除脚手架前，周围应设围栏或警戒标志，在交通要道设专人监护，禁人入内。⒋严格遵守拆除顺序，由上而下，一步一清，不准上下层同时作业。⒌拆除脚手架的大横杆、剪刀撑，应先拆中间扣，再拆两头扣，由中间操作人往下顺杆子，不得往下乱扔。⒍拆除的脚手架杆、脚手板、钢管、扣件等材料应往入传递或用绳索吊下，不得往下投扔，以免伤人和不必要的损失。⒎拆除过程中最好不要中途换人，如必须换人时，应将拆除情况交代清楚。⒏拆除过程中最好不要中断，如确需中断应将拆除部分处理清楚告一段落，并检查是否会倒塌，确认安全后方可停歇。⒐ 脚手架拆除完后应将架料分类堆放，堆放地点要平坦，下设支垫排水良好。钢类最好放置室内，堆放在室外应加以遮盖。对扣件、螺栓等零星小构件应用柴油清洗干净装箱、袋分类存放室内以备再用。⒑弯曲变形的钢构件应调直，损坏的及时修复并刷漆以备再用，不能修复的应集中报废处理。施工现场用电一、用电管理：⒈临时用电必须按“《施工现场临时用电安全技术规范》JGJ46-88”编制用电施工组织设计制定安全用电技术措施和电气防火措施。⒉临时用电工程图纸必须单独由电气工程技术人员绘制，经技术负责人审批后作为临时施工的依据。⒊临时用电施工组织设计的内容和步骤：⑴现场勘探，确定电源进线总配电箱（柜），分配电箱的位置及线路走向。⑵进行负荷计算，选择导线截面和电器的类型、规格。⑶绘制电气平面图，立面图和接线系统图。⑷制定安全用电技术措施和电气防火措施。⒋施工现场临时用电安全技术档案：⑴临时用电施工组织设计及修改施工组织设计的全部资料。⑵技术交底资料。⑶临时用电工程检查验收表。⑷接地电阻测定记录。 ⑸定期检（复）查表（工地每月，公司每季进行一次）。⑹电工维修工作记录。⒌安装、维修或拆除临时用电工程，必须由电工完成，电工等级应同工程的难易程度和技术复杂性相适应。　二、电工：⒈电工必须经过专业及安全技术培训，经（地）市劳动部门考试合格发给操作证，方准独立操作。⒉电工应掌握用电安全基本知识和所有设备性能。⒊上岗前按规定穿戴好个人防护用品。⒋停用设备应拉闸断电，锁好开关箱。⒌负责保护用电设备的负荷线，保护零线（重复接地）和开关箱。⒍移动用电设备必须切断电源，在一般情况下不许带电作业，带电作业要设监护人。⒎按规定定期（工地每月、公司每季）对用电线路进行检查，发现问题及时处理，并做好检查和维修记录。⒏应懂得触电急救常识和电器灭火常识。六、环境保护措施1、重视环境工作 为确保文明施工,促进施工顺利进行,要坚持把环境工作作为施工组织设计的组成部分,并认真贯彻执行施工的全过程。2、加强环保教育组织职工学习环保知识,加强环保意识,使大家认识到环境保护的重要性和必要性。3、贯彻环保法规认真贯彻各级政府的有关水土保护、环境保护方针、政策和法令,结合设计文件和工程特点,及时申报安全环境保护设计,切实按批准的文件组织实施。4、强化环保管理定期进行环境检查,及时处理违章事宜,主动联系环保机构,请示汇报环保工作,做到文明施工。5、美化施工场地场地废料、土石方废方处理,应按设计要求按工程师指定地点处理,防止水土流失。保持排水通道畅通,工地干净卫生。施工中还应尽量减少对周围绿化环境的影响和破坏。6、消除施工污染施工废水、生活污水源、耕地、农田、灌溉渠道,要采用渗井或其他措施处理。工地垃圾及时运往指定地点深埋，清洗集料机具或含有沉淀油污的操作水，采用过滤的方法或沉淀池处理，使生态环境受损减到最底程度。内部资料仅供参考 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