施工组织设计-污水处理工程-d包 22页

'第一章工程概况第一节　工程简介大同县污水处理厂是配合国家海河流域污染防治工作而实施的具体工程项目之一，该工程规模为5000m3/d，本工程项目共分两个标段，本施工组织设计为第二标段：城区污水管网D包。总计长度为1986.03m，其中DN300砼排污水管为511.87m；DN400砼排污水管为1384.16m。本工程管道采用钢筋砼排水管道，管道基础为135°砼带形基础，污水管道接口为钢丝网水泥砂浆抹带接口，污水检查井为收口式检查井。第二节　工程建设工期开工日期：2004年5月15日计划竣工日期：2004年8月29日总计：107天。第三节　工程质量承诺在工程建设中，我公司会严格按照有关国家施工及质量验评标准进行施工。在讲求效益，提高效率的同时，坚决确保工程质量，在工程竣工验收时保证工程一次性验收达到合格，并争创优良工程。第二章　　施工布署第一节　施工管理机构及劳动力计划安排本工程处于县区繁华地段，人流多、车流量较大，相对较难施工。为保证工程能够顺利进行，我公司决定组建强有力的项目管理机构，以项目经理为核心，对整个工程进行统一、有效的管理，以确保污水管道工程如期保质的交付使用。机构设置如下：工程部、技术部、材料部、后勤部 1、工程部：设项目经理1名，施工员1名，以项目经理为核心，负责工程计划的具体实施、机械调度、劳动力配制、材料控制等，对整个工程进行全面指挥调度。2、技术部：设项目工程师1名，另设技术员、测量员、质检员、安全员、化验员、预算员、统计员、机械员各1名。由项目工程师全权负责，对工程进行质量管理、技术管理、安全生产、文明施工、工序验收、统计报表、测量放线以及工程资料的收集、整理、存放。并根据具体情况，及时补充工程技术力量。3、材料部：设材料主管1名，材料员若干名，负责工程材料的采购管理、常用小型机械、工具的管理、维护、维修以及劳保用品的发放。4、后勤部：负责工程后勤保障，进行管理人员膳食供应，发放办公用品，管理计量器具，发放劳动工资等。5、本工程土方开挖由机械进行，沟槽清理整形由人工进行，土方回填由人工进行，由于本工程土方工程量大，故劳力计划安排普工39人，砼工6人，瓦工6人，抹灰工6人，机械工3人。砼工浇筑排水管带形基础，抹灰工抹钢丝网水泥砂浆抹带接口，瓦工砌筑检查井，普工清理修整槽底，回填管沟土方。第二节　施工机械、机具配备为了确保工期及工程质量，在实际施工时，主要以机械施工为主，并辅助一定的人工。在一些地下情况不明或不利于机械施工的地段，为了避免机械施工时造成的不应有的损失，可进行人工施工。但在整个施工过程中应充分发挥施工机械的作用，尽量做到突出机械，人工辅助，交叉施工，流水作业。 现场配备主要施工机械、机具如下：挖掘机、装载机、推土机、自卸汽车、切缝机、洒水汽车、吊车、砼搅拌机、电焊机、柴油发电机、全站仪、经纬仪、水准仪等。具体详见附表。第三节　材料供应计划本工程使用材料、构件主要有水泥69.38T、碎石、154.9m3、中砂159.5m3、钢筋混凝土预制排水管DN300505m、DN4001365.52m。根据施工图预算和进度计划，制订合理的材料、构件供应计划。以保证材料、构件按时供应，并保证材料物资不积压。第三章　　　施工方案第一节　施工准备1、技术准备开工前组织公司有关技术人员及项目部成员对施工设计图进行认真审阅，对图纸中的疑点、难点，在设计交底时会同设计单位解决，将施工中的疑点消化在图纸上。了解熟悉现场情况，编制具体的、有针对性的施工措施，指导施工，对于关键的施工部位要做出详细可行的作业指导书。根据建设单位提供的基准点、高程点及放线要求，测出管道走向线，洒出土方开挖线并钉好标高控制桩，同时要认真做好桩位保护工作。提前做好各种原材料的检验及砼、砂浆的试配工作。2、现场准备由于本工程性质特殊，施工场地分散，施工在长度为1.9km的地段展开，现场准备应根据工程特点，分段准备引接施工用水、用电管线。水、电无法接到现场的地段，分别用洒水车运水和柴油发电机现场发电。　第二节　主要部位施工方法一、施工工序 施工流程：质量、安全技术交底→测量放线→破除旧沥青路面及沟槽开挖→人工清槽及槽底原土打夯→管道、检查井基础砼浇筑→管道铺设→管道接口处理、检查井砌筑→闭水试验→管沟回填土及现场清理。二、分项工程技术措施1、质量、安全技术交底1）挖槽前应充分了解槽段土质，地下隐蔽物、沟槽附近的地上建筑物，合理选择沟槽段面、堆土位置、施工机械，制定必要的安全保障措施，编写切实可行的分项工程施工方案。2）采用机械开挖时应向司机详细交底，并指定专人和司机配合，及时丈量沟槽高宽，防止超挖和少挖。3）挖槽时严格按照规范要求放坡，并随时注意沟槽的土质情况。不能放坡的要做好必要的边坡支撑，并在槽底留20CM左右的土层由人工开挖，确保不扰动槽底土壤结构。4）人工清槽时，严格控制槽底高程和槽宽，注意不能破坏槽底土质。5）如发生超挖现象，严禁用土回填，处理时适超挖深度而定。超挖深度小于150MM，可用级配砂石或砾石夯实。超挖150MM以上者，可用3：7灰土处理，密实度不低于95%。6）沟槽挖出的土方，应妥善堆放，堆土应在槽边1M以外。下管一侧的槽边，应根据下管操作需要，不堆或少堆。如遇特殊情况不能堆土的，应及时外运，以免造成不利的影响。7）管道吊装前，先进行平基浇筑，待平基砼强度达到设计强度的50%以上且复测高程合格以后，再进行稳管、浇筑管座砼、接口抹带等工序。 8）管道吊装前应进行外观检查，不合格的管道不予使用。为确保抹带质量，所有管道接口一律做凿毛处理。管道吊装时，应设专人指挥，以确保人身安全。管道吊装后，应做到管道固定牢固、中线位置准确、管道高程符合要求、管间距适中。9）管座砼浇筑应在管道两侧同时进行，振捣密实，和管身接合严密，接口抹带应严格按照抹带操作程序进行。抹带养护合格后，进行管道闭水试验。10）沟槽回填时严格遵守质量标准。回填土不得带水，不得回填淤泥、腐植土、垃圾土、冻土及有机物。回填土要分层夯实，分层厚度不宜超过250MM，严禁用推土机或汽车将土直接倒入槽内。管腔两侧应同时回填，防止压力不均使管道移位。填土超过管顶0.5M以上时，方可使用机械碾压，每层回填完毕后须取样检验，检验合格后方能进行下一层的施工。2、测量放线根据设计单位给定的水准点和管道中心线控制点，及图纸提供的管道走向方位，认真核实后，放出管道走向线，每隔50米设置走向高程控制桩，控制桩要标好桩位号，认真记录桩位座标、高程，以便随时复核管道施工过程的各种参数，并用白灰洒出开挖线。3、土方开挖及破除旧路土方开挖前，在遇到沥青砼路面时，先按沟槽放线尺寸，对沥青砼路面进行切割，以保持沥青路面完整。土方开挖采用反铲挖掘机，采用后退式开挖，挖土弃于槽边侧，开口宽度为沟底宽度加放坡宽度，放坡系数按1：0.33。土方开挖要严格控制开挖标高，至沟底以上300mm处，停止机械开挖，改为人工清槽，以免扰动基土。 人工清槽同时修整边坡，使边坡整齐、规矩，清除浮土悬石，以防塌落伤人。槽边土方存放，材料堆放应离开槽边1米外。人工清槽结束后，原土打夯，对于砂质基土采用平板振动器，振动密实，然后浇筑砼带形基础。4、砼带形基础砼带形基础施工，首先根据图纸要求，用组合钢模板支模。砼按照实验室出具的配合比通知单计量配制，机械现场搅拌，农用三轮车运输，平板振动器振动密实，人工找平、整形。5、管道铺设管道运到现场后，按照分段需要量均匀摆放在槽边，管道经检验无破损、裂缝、蜂窝、麻面等缺陷后，进行管道凿毛、管壁内刷浆，然后雇用汽车吊车配合人工放于沟底就位。6、管网接口处理管道摆放要顺直，管道就位后，污水管做钢丝网抹带，钢丝网采用10×10网眼20号镀锌丝网，宽度不小于200mm。水泥砂浆抹灰养护两天后，进行灌水实验。7、检查井砌筑检查井砌筑前，先将基土整平、夯实，并浇筑与干管线管基厚度相同的C15砼垫层，待砼强度大于1.2Mpa后，进行砌砖工作，砌砖前先确定井中心位置，排砖撂底按井径1200mm，排出整砖，砌砖时要注意上下咬茬，外侧砖缝用水泥砂浆填满，收口按每层收入30毫米，井直径为700mm，检查井砌实后要进行抹灰，抹灰按1：3水泥砂浆打底，1：2.5水泥砂浆罩面，两遍成活。8、管道严密性试验 管道敷设完成，检查井砌筑抹灰完成，井圈安装验收合格后，进行灌水试验，灌水前管道两端用堵板封堵严密，堵板承载力不小于　　πD2/4×0.01N/(mm)2试验灌水水头以上游井口高度为限，管段灌满水后试验段不得有漏水现象。当试验水头达规定水头时开始计时，观测渗水量，直到观察结束，观察时应不断补水，保持试验水压，并计录水量，观察时间不得小于30毫米，实测渗水量按q=W/T.L。其中：Q－实测渗水量（L/min.m）W－实测补水量（L）　　　T－实测渗水量观察时间（min）L－试验管段长度（m）实测渗水量不得大于Q1＝1.25式中Q－允许渗水量m3/24h.km　　D－管道内径mm允许渗水量Q按下表选定：闭水试验应做试验计录，并应办理中间验收记录，合格后进行土方回填后。9、管沟土方回填土方回填采用人工回填机械打夯的回填方式，回填土质量必须符合设计及施工规范要求，土方回填后，对管道两侧及管道上方50厘米内在采用人工打夯方式回填，土内不得含有粒径大于50毫米的冻土块及砖石，也不得含有腐质。管道上方超过50厘米后方可采用机械打夯，以免机械打夯损坏排水管道，回填土虚铺厚度每步不超过25厘米。10、降水由于本工程无详细地质资料，地下水位高度不明，有可能在开挖及施工过程中出现漏水现象，影响正常施工。 施工过程中如出现地下水位高出工作面时，且漏水量较小时，采用明沟排水方式降低地下水位。在管沟旁一米部位每隔40米设集水坑，根据涌水情况设排水沟，将槽内集水排至附近沟内。水泵选择涌水量计算根据涌水量，选择IS50－32－160单收水泵，该水泵流量7.5m3/h，场程7.5m，断续抽水可以满足排水量要求。管道，检查井施工完成管道严密后试验完成，回填土至管顶以上时，停止排水。第四章冬雨季施工措施工程工期为2004年5月15日至2004年9月30日，因此不考虑冬季施工，雨季施工措施如下：1、认真了解现场排水管道、排水沟渠的位置、流量、走向，建立必要的排水系统，以便排除积水。2、雨期挖槽时，应严防雨水进入沟槽，堆土尽量位于较高的一侧，堆土缺口不宜过大，以便遇雨水能及时闭合，必需时在较低的一侧开挖排水沟。3、挖槽后立即进行下一道工序，否则宜暂留20CM不挖，以防雨水浸泡。4、管道铺设后，及时砌筑检查井，暂时不接支管的预留口应砌死抹严，已做好的雨水口应堵好、围好，防止进水。5、注意天气预报，做好气象预报记录，以便合理安排施工。6、建立防汛机构，配置为器械及物资。 7、成立以项目经理为组长的防洪领导小组，预备足够的防洪物资及设备，如草袋、蓬布、大功率抽水机械等，并定期检查，以提高快速反应能力。第五章工程质量保证措施及质保体系项目部建立以项目经理为首的质量管理体系，由各队队长任组长，队质检员任副组长，直接把工程量控制在工序上。建立健全各种规章制度，制定质量管理措施，加强多层次，多形式的质量监督检查制度，严格执行交接班记录制度，坚持工序、质量报验制。尊重服从建设单位，监理工程师监督指导，坚持质量一票否决制。经常检查计量器具，搞好计量工作。推行以质量为中心的技术质量经济承包责任制，严格奖罚制度，优质优酬，奖优罚劣。试验组随时检查鉴定各种材料是否符合规范要求，把好材料进场关，开展质量评比活动。狠抓施工现场目标化管理，坚持挂牌施工，持证上岗制度，推行全面质量管理，QC活动，推行方针目标管理，并层层分解，责任到人。根据工程特点，选定攻关课题，确保工程质量。明确质量目标，实行目标管理，责任到人。加强技术管理。为提高工程质量提供技术保障，坚持标准化施工，做到技术有标准，施工有交底，材料有试验，竣工有资料等“四有”，坚持自检、互检、专职检“三检”制度。各分项工程开工前，工程技术人员要对施工班组人员进行详细的书面技术交底和施工操作要点交底，重要的施工部位应编制具体的实施措施，执行相应的规范标准，实行标准化施工。施工负责人必须向全体施工人员进行质量教育，提高质量意识，把“质量第一”的思想贯彻到全体职工。 为了更好地掌握和控制工程质量，及时了解工程质量情况，必须健全检验试验报表制度，对各个单项工程的技术要求，试验方法及施工工艺，分别提出各种检验，测试记录报表，并按规定进行检验，及时填报各种质量检验表格及施工原始记录，确保工程达合格工程。加强测量复核制，要做到全线与分段相统一，局部与整体相统一，点与面相统一。建立测量岗位责任制，选派素质高，责任心强的测量工担任测量放线工作，测量员要意识到“责任重于泰山”，确保所施工程的质量、高程、宽度、长度等几何尺寸，符合施工图纸要求及规范规定。在具体施工中，要建立岗位责任制，重要的工序应划分责区，挂牌施工，做到分工明确，责任到人，总结经验教训增加职工的质量意识和责任感。严把材料关，材料设备要按照《物质采购控制程序》工作，及时供应满足施工要求的原材料、半成品。材料进厂前要依照文件规定进行材料确认，并进行记录，外观检查合格后及时通知质检员进行材料复检。进厂后，材料员要按照《产品标识和可追溯性程序》采取适当方法进行妥善存放。不能出现因贮存不当造成材料的质量问题。对于不符合质量要求的原材料、半成品要及时通知项目部负责人进行处理，并保留处理记录。建立健全检验试验制度，坚持围绕试验搞质量的原则，质检员应按规范和验评标准进行工程质量验收和检查以及各项试验工作，凡上道工序不合格的工程，不得进行下道工序施工，出现质量问题应按照《监视和测量程序》立即通知施工负责人，情况严重者，应下达“纠正、预防措施报告”。 由项目部质检员兼任计量负责人，负责项目部计量工作，工地所配备的试验、检验、测量仪器设备，按照公司《监视和测量装置控制程序》进行管理，确保测量设备处于允许使用状态，确保检测数据的真实性，真正为施工生产服务。项目部文件资料和记录执行《文件控制程序》和《记录控制程序》，相关人员及时填报施工记录，并确保记录的真实性，避免弄虚作假，项目工程师要经常检查项目部的资料和记录的编写和整理工作。在开工之前，项目经理亲自组织项目技术负责人，生产技术科、质量安全科、材料设备科等相关部门及人员，编制能体现本工程特点的《施工组织设计》和质量计划，将公司的《程序文件》进一步具体化、有针对性、利于操作执行。重视图纸会审和设计交底，做好《施工组织设计》交底和施工队交底等“三交底”工作，认真完成设计交桩复核和施工测量复核等“两个复核”工作。第六章工期保证措施1、制定科学、合理的实施性施工方案和总体计划，合理布置施工场地，减少重复工作。2、所有承诺的项目部人员、施工组织、机械设备将全部及时到场，并根据实际情况，随时增加机械设备及施工班组力量。3、确保施工进度计划的严肃性，对于实施中不能按计划安成的实行经济处罚，严重拖后且无能力完成计划的队伍，将坚决清退，并且及时加强人员、设备的补充和投入。4、合理安排工程用款，公司将准备足够的前期用款，进行开工准备及进场施工。当业主工程进度款不能及时到位时，总公司将立即调入资金，保证项目部有足够的资金进行运转，确保本工程不因资金短缺而影响施工进度。5、制定材料供应计划，确保工程备料充分，坚决做到提前采购、及时到场。 6、合理安排雨季和农忙季节施工。雨季施工时，尽量“见逢插针”。农忙季节施工时，尽量安排与此无关的人员。对于民工，则应采取经济手段和教育才段，鼓励其坚守工地。7、施工前做好一切必要的施工技术、生产准备工作，取消节假日、休息日，并采取两班制施工来缩短工期，运用计划控制分部分项进度，用节点控制总进度，确保工作按计划完成。8、项目部依托总公司优势，充分利用总公司社会信誉、地理环境、周边地域、人际关系等有利条件，保证工程顺利进行。9、充分发挥公司的优势、同安监、环保、市容、消防、治安和交通部门取得联系，得到这些部门的认可和帮助，对确保工期起到护航保驾作用。10、项目部将每星期召开邀请监理单位、建设单位及施工班组参加的工程例会，及时协调各方关系，研究解决一周以来的问题，安排下周工作计划。11、积极采用新技术、新工艺、新材料、新设备，促进施工技术现代化。围绕工程施工的生产实际，针对性解决急需的技术问题，以项目部技术负责人为首成立攻关小组，深入工地调查研究，制定出行之有效的技术措施。做到措施得力，提高一次性成活率，避免返工。12、充分发挥公司施工、技术、管理上的优势，组织多支作业同步施工，搭接穿叉施工，确保目标工期。第七章安全技术措施及保证体系1、安全生产目标及基本原则 无重大伤亡事故，以安全生产作为标准化管理重点，严格遵循《建筑机械使用安全技术规范》、《施工现场临时用电安全技术规范》、《施工现场防护规定》、《施工现场机械设备安全管理规定》、《施工现场电气安全管理规定》等有关各项措施。2、安全生产总体措施建立安全生产网络，对安全实行重点横向到边，纵向到底的层层管理，做到责任落实到人。对项目全面分析，确定安全关键控制点及薄弱环节进行重点管理，形成点面结合的管理模式。加强对施工人员的安全思想教育，自主安全操作规程的学习，提高全员的安全生产意识，落实责任，严肃法规。场内设立的安全警告牌、指示牌等，开展现场安全生产的宣传，造成安全处处受控状态的气氛。执行安全生产责任制、安全检查制、实行安全检查交底制、严格执行安全上岗证制度、特种工种必须持证上岗及事故报告制度等。注意工地用电安全，专业电工定期检查线路、电箱等用电设施。在人口密集、各路口、各单位门口及出现塌方地段应设立具有明显标志的护栏。3、安全生产具体措施安全生产责任制，责任落实到人，各项经济承包有明确的安全指标和包括奖惩办法在内的保证措施。新进企业工人须进行公司、工程部和班组的三级教育；工人变换工种，须进行新工种的安全技术教育；工人应掌握本工种操作技能，熟悉本工种安全技术操作规程。施工组织设计应有针对性的安全技术措施，经技术负责人审查批准。分部分项工程安全技术交底要进行全面的针对性的安全技术交底，受交底者履行签字手续。特种作业持证上岗，特种作业人员必须经培训考试合格后持证上岗，操作证必须按期复审，不得超期使用。 安全检查必须建立定期安全检查制度，有时间，有要求，明确重点部位危险岗位，安全教育有记录，对查出的隐患应及时整改，做到定人、定时间、定措施。进入施工现场必须做到：统一安全帽式样和颜色；统一使用标准安全电箱；统一安全检查标准；统一文明施工标准；统一现场设备管理。大型施工机械以及各种车辆应保养、保护良好，各种保护装置应安全有效，施工操作时应有专人指挥，施工现场必须设置专职安检人员。第八章　现场文明施工管理措施1、施工现场文明施工管理必须执行有关的管理规定，文明施工专人负责管理。加强现场文明施工，坚决贯彻“安全第一、预防为主”的方针，严格执行有关规章制度。加强宣传教育、统一思想，使全体职工认识到文明施工和加强现场管理的自觉性，推行现代管理方法，科学组织施工，做好文明施工的各项管理工作。2、施工现场堆放的成品、材料要整齐，以免影响地区景观。妥善保护好现场施测桩点、基准点，自觉维护周围设施。3、施工现场道路畅通，场地平整，不乱排水和大面积积水。施工中的废水要排出排水管道内。4、施工中必须做好便民措施，应不妨碍沿线单位居民的出入，应及时采取相应有效的措施保证居民正常生活。5、落实专人负责生活区、施工现场的卫生清理工作，协调好市容监察部门、及有关单位，不因施工而影响市容环境卫生。施工废土应及时清运，施工现场勤洒水，以免扬尘，并操持卫生、清洁。 6、开展文明教育，施工人员均遵守市民行为规范。加强班组建设，给施工班组提供一定的活动场所，提高班组的整体素质。7、工地有专人负责协调周围居民所在地居委会、市政交通、环卫等单位的横向关系，定期主动召开会议，听取他们对工程建设的有关意见，保证工程文明施工，使工程成为爱民工程，便民工程。8、工程竣工后，一切临时设施及时拆除，施工中损坏的设施要修复完整，达到工完场清，争创安全文明标准工地。第九章　　　环境保护措施1、认真学习环境保护法，执行当地环保部门的有关规定，并充分发挥环保组的作用，会同有关部门组织环境监测，调查和掌握环境状态，督促全体职工自觉做好环境保护工作，并认真接受业主和环保部门的监督指导。2、加强施工管理，实行文明施工，对环境有污染的废弃物如沥青等，需排放时，必须经有关部门同意运到指定地点掩埋或销毁。对施工区域内树木、植被不做额外的破坏，控制设备噪音对周围居民的影响，严格执行国家有关防治污染的法律、法规。3、旱季注重道路洒水养护，降低粉尘对环境的污染，雨季做好沟渠疏通，防止因雨水剥离道路造成污染。4、运输大型设备，先与当地交通部门联系，了解沿线情况，不得损坏道路。装运建筑材料，土石方建筑垃圾工程渣土的车辆，应采取遮盖措施，保证行驶中的污染道路和环境。5、在居住区内埋设污水管线，将污水排入排水沟。不得随意弃土，不得任意取土。食堂应符合卫生标准，生、熟操作应分开，禁止用非食用塑料制品，后勤区域的药物喷洒，消毒工作。6、工程竣工后，认真清理沿线杂物，拆除临建，并将上述垃圾弃至指定地点。并按合同要求进行植被或土地有效恢复。　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　　 第十章　消防措施1、项目部成立以项目经理为首的消防管理小组，组建义务肖防队。消防队员要定期进行教育训练，熟练掌握防火、灭火知识和消防器材的使用方法，做到能防火、检查和扑救火灾。2、现场要有明显的防火宣传标志，每月对施工人员进行一次防火教育，定期组织防火检查，建立防火工作档案。3、现场设置消防通道，其宽度不得小于3.5M，消防车道不能环行的，应在适当地点修建回转车辆场地。4、现场要配备足够的消防器材，并做到布局合理，经常维护，保养，保证消防器材灵敏有效。5、现场进水干管直径不小于100MM，消火栓要设有明显的标志，配备足的水龙带，周围3M内不准存放任何物品。6、电工、焊工要有操作证，动火前要清除附近易燃物，配备看火人员和灭火工具。7、因施工需要搭设临时建筑，应符合防火要求不得使用易燃材料。8、施工材料的存放，保管，应符合防火安全要求，库房应用非燃材料搭建，库管员要熟悉库存材料的性质。易燃易爆物品，应专库存储，分类存放。保持通风，用电符合防火规定。9、坚持防火安全交底制度，特别在进行电气焊从事防火等危险作业时，要有具体防火要求和措施。第十一章　　　降低成本措施1、制订详细的施工计划，合理施工，在此基础上工期宜早不宜迟，以节约成本，减少人、机、料等待及搁置费用。 2、合理调配人、料、机，特别在周转材料数量上要精确计算，在确保工期的基础上尽量多增加材料周转次数以减少周转材料用量，尽量减少周转材料闲置时间。3、项目部内部建立承包责任制，把工程成本与个人的收入紧密地结合在一起。4、对一个工程成本而言，工程原材料占有很大一部分比例。因此为了控制好原材料用量，在施工之前先把各种原材料的目标供应量算出来，然后按照目标供应量来控制总的材料用量。严格工地上的收、发料制度，杜绝物资管理上的漏洞。5、研究制订科学的施工工艺及方法以降低成本。 目录第一章　工程概况第一节　工程简介………………………………………………………1第二节　工程建设工期…………………………………………………1第三节　工程质量承诺…………………………………………………2第二章　施工布署第一节　施工管理机构及劳动力计划安排……………………………5第二节　施工机械、机具配备…………………………………………6第三节　材料供应计划…………………………………………………6第三章　施工方案第一节　施工准备………………………………………………………7第二节　主要部位施工方法……………………………………………7一、施工工序……………………………………………………………7二、分项工程施工技术措施……………………………………………9第四章　　冬雨季施工措施　…………………………………………20第五章　　工程质量保证措施及质保体系……………………………22第六章　　工期保证措施………………………………………………25第七章　　安全技术措施及保证体系…………………………………27第八章　　现场文明施工管理措施……………………………………29第九章　　环境保护措施………………………………………………30第十章　　消防措施……………………………………………………31第十一章　质量通病防治及成品保护措施……………………………32第十二章　降低成本措施………………………………………………33附表： 附表1　　　　排水管道施工流程图施工准备监理工程师检查验收沟槽开挖材料、外购件配合比设计测量放样模板制作机　具人工清槽　平基支模制作砼试块平基砼浇筑安　　管管座砼支模制作砼试块　管管座砼浇筑制作砂浆试块　管封　　口抹带、砌井闭气试验密实度检验回填土夯实 附表3质量安全保证体系全段工程创优质量奖罚兑现制工程材料试验制构件合格检验制检验制工程质量双检制技术交底制单位工程开工竣工报告制设计文件审核制质量事故“三不放过”分级处理检查制工程验工检查计价制隐蔽工程检查签证制质量定期、不定期检查制优质工程创优规划质量检查管理手段众性技术比武活动工序质量“三检制”QC小组活动职工技术培训质量意识教育质量技术管理手段QC领导小组施工负责人目　　录 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