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污水处理厂施工组织设计 63页

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  • 2022-04-22 11:36:14 发布

污水处理厂施工组织设计

  • 63页
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项目名称：庄河市栗子房镇800吨/天污水处理厂工程项目地址：庄河市栗子房镇投标人（法人章）：法定代表人或其委托代理人（签名或盖章）：联系人：肖福厚电话：89490098手机：15909866331编制日期：2012年7月9日目录第一章总体概述1第二章施工平面布置和临时设施布置4第三章施工进度计划和各阶段进度的保证措施及违约承诺6一、施工进度计划6二、进度计划的管理措施7三、进度计划的保证措施及违约承诺9第四章劳动力投入计划及其保证措施11第五章机械设备、办公设备及检测设备投入计划1258 第六章关键施工技术、工艺及工程项目实施的重点、难点和解决方案13一、土建施工重点部分及处理方案13二、安装、管道施工重点部分及解决方法23三、电气技术措施重点、难点及解决方案31第七章对工程设计及施工管理的合理化建议32第八章质量保证措施与违约承诺32第九章安全生产和文明施工措施及违约承诺39第十章新技术应用与违约承诺50附表511、施工总平面图512、临时设施一览表523、计划开、竣工日期和施工进度网络图534、劳动力计划表545、拟投入的主要施工机械设备、办公和检测设备表556、施工重点、难点、关键技术、工艺分析及解决方案567、合理化建议及意见表5758 58 第一章总体概述一、工程概况建设单位：庄河市栗子房镇人民政府工程名称：庄河市栗子房镇800吨/天污水处理厂工程工程地址：庄河市栗子房镇计划工期：90天工程内容：污水处理量800吨/天（具体内容详见施工图纸）招标范围：土建、暖通、电气、工艺设备（详见施工图纸）二、工程目标1、工期目标本工程施工总工期计划90日历天。根据这一要求，我公司将合理安排人力、物力及施工工序以保证工程保质保量的按期圆满完成本项工程。我公司承诺在计划的90日历天期限内完成本项工程。2、工程造价控制目标工程的成本控制，节支降耗的重点根据形象进度排出材料进场计划，严格控制材料进场数量和现场用料量。排出各分部、分项工程的翻样图，量体裁衣，精确计算材料含量，节约用料。精心编制施工计划，组织立体交叉流水作业，加强技术、质量管理，避免返工，节约用工。加强核算工作，控制成本分为材料管理、劳动力管理和产品保护三个方面，做好成本控制，节支降耗工作将促进工程的进度和质量，将有限的人力和物力充分使用在工程中。三、编制原则1、认真贯彻国家工程建设的法律、法规、规程、方针和政策。2、严格执行工程建设程序，坚持合理的施工程序、施工顺序和施工工艺。3、采用现代建筑管理原理、流水施工方法和网络计划技术，组织有节奏、均衡和连续的施工。4、优先选用先进施工技术，科学确定施工方案；认真编制各项实施计划，严格控制工程质量、工程进度、工程成本、安全文明施工和环境保护。58 5、充分利用施工机械和设备，提高施工机械化、自动化程度，改善劳动条件，提高生产率。6、扩大预制装配范围，提高建筑工业化程度；科学安排冬期和雨期施工，保证施工期内施工的均衡性和连续性。7、坚持“安全第一，预防为主”原则，确保安全生产和文明施工，认真做好生态环境和历史文物保护，严防建筑震动、噪声、粉尘和垃圾污染。8、尽可能利用永久性设施和组装式施工设施、努力减少施工设施建造量，科学的规划施工平面，减少施工用地。9、优化现场物资储存量，合理确定物资储存方式，尽量减少库存量和物资损耗。四、编制依据1）、有关国家法律本工程施工方案作为指导施工的依据，编制时对项目部管理机构设置、劳动力组织、施工进度计划控制、机械设备及周转材料配备、主要分部分项工程施工方案、工程质量控制措施、安全生产保证措施、文明施工及环境保护措施、降低成本措施等诸多因素作了充分考虑，突出针对性及操作性。是确保优质、低耗、安全、文明、高速完成全部施工任务的重要经济技术文件。2）、本施工组织设计依据以下几项编制：1、本标段工程施工招标文件；2、现行国家设计、施工验收规范及质量验收评定标准；3、结合我司多年来施工的成功经验。4、公司的技术装备情况。5、省、市有关文件规定。6、现场踏勘：公司专门组织了有关人员对现场进行了解、堪察。7、中华人民共和国颁布的现行建筑结构和建筑施工的各类法规、规程、规范及验评标准。《测量规范》（GBJ50026-93）；《建筑工程施工质量验收统一标准》（GB50300-2001）；《建筑装饰装修工程质量验收规范》（GB50210-2001）；58 《建筑地基基础工程施工质量验收规范》（GB50202-2002）；《砌体工程施工质量验收规范》（GB50203-2002）；《地下防水工程施工及验收规范》（GB50208-2002）；《混凝土结构工程施工质量验收规范》（GB/T50382-2001）《建筑给排水采暖工程施工质量验收规范》（GB/T50382-2001）；国家、行业技术标准及管理规定《测量规范》（GBJ50026-93）；《建设工程项目管理规范》（GB/T50382-2001）；《室外排水设计规范》（GB50014-2006）《聚乙烯塑钢缠绕排水管管道工程技术规程》（CECS248-2008）安全生产规范、规程标准《给水排水管道施工及验收规范》《建筑工程施工现场管理规定》（建设部15号令）五、施工组织及管理1、施工组织项目指挥组为优质、快速建成本工程，对该项目实行公司级的项目指挥组和工程项目经理部两个层次管理，指挥组由公司经理任指挥长，制定工作重点、掌握和控制施工部署、施工计划，协调土建、水电、设备采购等各工种、单位之间的交叉配合，沟通公司与项目经理部、公司与业主、项目经理部与业主、项目经理部与设计、监理的联系，指导解决技术与管理方面的重点、难点问题等。2、施工组织项目经理部成立项目经理部，选择具有多年施工经验、施工过类似工程的、具有三级及以上项目经理资质的项目经理担任本工程项目经理；选择具有多年施工经验、在类似工程中担任过项目工程师、具有工程师资格的任本工程项目工程师；选择具有多年施工经验、施工过类似工程的、具有二级以上项目经理资质的项目经理担任本工程项目副经理。项目部配备技术员、工长、施工员、质量员、安全员、试验员、材料员、预算员、计量员等。3、施工管理措施58 3.1成立工程项目经理部，推行项目法施工，提高施工效率。项目经理对本工程的施工全权负责。3.2建立健全项目经理部的各种管理制度，打印成文，并严格执行。3.3认真按管理体系图、质保体系图、安全保证体系图的管理程序明确责任大小，落实具体到每一个人，加强责任心。3.4项目经理代表项目经理部向公司经理签订承包合同，明确责任权利关系，充分调动项目经理部全体职工的积极性。3.5项目经理部的管理人员及工人没有特殊原因不得任意变换，管理人员变换必须由项目经理申报。3.6项目经理部全体管理人员及操作工人的加班工资及奖金跟完成的产值、质量、安全、文明施工的每月检查打分挂勾，充分调动大家的积极性。3.7使用的民工队伍必须是在本公司工作多年、具有相应施工资质的、操作技术好的队伍，并跟项目经理部签订用工合同后方可使用。3.7项目经理部全体管理人员采取胸前挂牌上班制，加强管理人员的责任感及荣誉感，以便配合相关单位识别，方便工作，提高效率。3.8设专人主管现场的生活后勤、治安保卫工作，切实为生产服务。3.9建立健全材料采、供、管制度，采取限额领料制。3.10现场的机械，安全环境工程部设专人配合项目经理部的机务员进行管理，一旦有故障，在短时间内更换或抢修好。各种机械易损坏的零配件，现场库房内备有一定数量的储备，以备急用。3.11严格控制计时工，采取工程决算书上施工员、预算员、材料员、质安员签字验收完备制度，降低工程成本。3.12备料款、进度款专款专用，确保工程不受工程款的影响。第二章施工平面布置和临时设施布置施工现场已设置部分办公室、宿舍，食堂、厕所、供水房、设备及仓储、加工车间58 及盥洗设施等临时设施。临时设施所用的建筑材料符合环保、消防要求。1.宿舍宿舍内保证有必要的生活空间，室内净高不得小于2.4m,通道宽度不得小于0。9m,每间宿舍居住人员不得超过16人。施工现场宿舍必须设置可开启式窗户，宿舍内床铺不得超过2层，严禁使用通铺。2.办公设施自建的办公设施，须使用砖砌或彩钢结构房屋，建筑面积应满足办公要求。3.食堂（1）食堂应设置独立的制作间、储藏间，门扇下方应设不低于0.2米的防鼠挡板。（2）制作间灶台及其周边应贴瓷砖，所贴瓷砖高度不小于1.5米，制作间内还应设置橱柜，地面应做硬化和防滑处理。（3）食堂应配备必要的排风设施和冷藏设施，室内应配备上下水设施。4.厕所（1）厕所应设置为水冲式，门窗应齐全，通风良好，有照明设施。（2）蹲位之间宜设置隔板，隔板高度不宜低于0.9米，厕所内应贴瓷砖，高度不低于隔板。（3）厕所应按水冲式要求做化粪池，化粪池应做抗渗处理。5.生活区其他设施（1）生活区内应设置相应数量的垃圾桶或箱。（2）生活区场地应硬化处理，设置排水设施。（3）生活区内设置的公用服务设施，应与临时设施同时设计、同时施工。6.淋浴间和盥洗设施（1）淋浴间内应设置满足作业人员使用要求的淋浴喷头，并设置储衣柜或挂衣架。（2）盥洗设施应设置满足作业人员使用的盥洗池。7.围挡58 （1）围挡设置应沿工地四周连续进行，不得有缺口，或个别处不坚固等现象。当有两个及以上的施工单位在同一施工场地内施工时，应各自设置围挡划分施工场地范围，如受场地限制无法设置围挡时，应有明确划分场地的隔离措施。（2）市区主要路段的围挡高度不低于2.5m，一般路段的围挡高度不低于1.8m。8、大门（1）施工现场设置薄钢板实心大门，并留有单人通过小门，上下刷天蓝色油漆，中空白色油漆刻企业简称红字。（2）大门上方设置带企业标志门头，门头高4.5m左右。（3）大门内设置传达室。第三章施工进度计划和各阶段进度的保证措施及违约承诺一、施工进度计划施工进度计划（见附表）1、施工进度计划安排说明由于本工程的特殊性、既需要满足建设单位的技术要求，又要满足工程的实际施工时间、场地等特点，因此，在安排施工进度计划时时必须分阶段确定重点项目，以保证综合均衡、配套施工，在施工部署前期以完善施工方案、临时设施准备、土建工程、材料和设备的采购等为主，中期则投入主要施工力量进行装修项工作。每道工序验收合格后及时进行下道工序施工，装修工程及专业安装等施工工程提前插入。确保提前完成所有工程项目。由于本项目的特殊性，在施工中要特别注意安排好装饰装修工程与各专业工程的配合和交叉流水作业，从而加快施工进度。如果我单位中标，为了赢得更多的时间，在开工前，我单位将进行各种材料的加工、采购工作，为了装修和安装项目有更多的时间，所有清除、施工现场布置等项目的施工必须组织人员在短时间完成。2、施工进度计划说明58 （1）施工网络计划详见后附《施工进度计划横道图和施工进度计划网络图》。（2）根据计划，作业施工时按照清理、装修等进行流水作业，保证施工的连续性和平衡性，严格按进度计划控制，及时检查，发现偏差，及时纠正，以保证计划目标的实现。（3）各流水段间根据总体进度计划，结合工程的特性和分部分项工程的要求，合理安排小流水作业，配合主导施工作业。3、进度计划的控制模式（1）由总控计划编制相应施工计划。根据总控计划制订月/旬计划，由月/旬计划制订周计划，再由周计划制订日计划，层层落实总控计划。（2）由各类计划保证总控计划实现。形成以日计划保证周计划，周计划保证旬计划，旬计划保证月计划，月计划保证总控计划的计划保证体系。（3）计划实施过程中进行动态消项管理，检查和发现计划中的偏差，并及时进行调整和纠正，避免影响月计划、阶段计划，进而影响总控计划。（4）切实落实水电配套计划的实施，保证施工计划的进展和实现。（5）对各专业进行计划协调，避免工序、技术、作业面等矛盾而影响计划的实施。（6）对计划进行严格管理，建立相应奖惩制度，切实保证计划的实施效果。（7）在施工过程中随时听取业主/监理对工程进度意见和建议，并积极做出相应的调整，保持与工程整体安排部署及业主/监理的步调统一。（8）为保证总控计划的实施，应制定以下配套计划：材料、设备送审、订货、进场计划；施工机具使用计划；劳动力使用计划；加工件的加工计划；调试计划；验收计划；培训计划。二、进度计划的管理措施58 本工程的进度计划管理由项目副经理及技术部负责进度计划系统的管理，项目经理部设进度计划员，负责施工进度总控制进度计划及月施工进度计划的编制及管理，负责审查各专业班组的施工进度计划。1、进度计划控制的内容进度计划控制是涉及进度计划指标的整体行为，即凡进度计划指标确定的内容，都是进度计划控制的内容。如对施工主要进度计划控制的是：形象进度，施工产值，工程质量，工料消耗，文明安全施工等内容。2、工程进度计划的控制（1）进度计划编制是依据招标文件、现场踏勘和总工期要求，综合本工程实际情况，遵循进度计划的有关规则形成的，它只是进度计划综合平衡的静态平衡。（2）而施工进度计划的实施是动态的，随着施工进展的外部环境及条件在不断发生变化，势必对工程项目本身带来影响，致使进度计划体系从平衡变为不平衡状态。这就要求实施进度计划的部门及人员不断深入现场，调查研究，掌握情况，运用统计分析等方法，找出实际完成情况与进度计划指标的差异，分析原因，制定措施，加强生产调度，及时调整进度计划，在动态中求平衡。（3）当进度计划指标可行而外部条件不落实时，就要组织项目经理部及进度计划的审批与实施程序。相关部门积极创造相应条件：当某一进度计划指标有潜力可挖时，就要及时调整该指标，使施工资源得到更大的利用或使已投入施工的有限资源充分发挥更大的效益。3、进度计划控制的保证措施（1）进度计划责任项目经理部首先要动员相关职能部门参与进度计划的编制并集中深入讨论，以明确施工目标及达到施工目标应做的工作，组织工人开进度计划动员会，明确施工任务以及为完成施工任务应做的工作，要求班组长在讨论通过的进度计划上签字，以使总的进度计划变成所有参施单位的共同目标。各班组接受任务后，要对所有参施人员进行教育，并把施工目标层层分解到班组个人，从而把施工进度计划变成全体职工的行动。（2）下达施工任务单58 在施工过程中，根据施工工序的要求，往往会出现一些新的施工项目，而这些新项目的时间性要求很强，如不迅速投放施工，将影响工程的进展。因此，作为项目经理部及时下达施工任务单能发挥短平快的作用。施工任务单明确施工项目、班组及完成时间，一般由部门负责人签发。施工任务单是施工进度计划的辅助形式，具有施工进度计划的同等效力。接受施工任务单的班组应根据项目经理部单位的要求及时调整劳动力，按时完成施工任务，施工任务不仅是完成施工任务的手段，也是受理单位的施工依据。（3）相应的奖罚措施项目经理部将某一进度计划期限内完成的施工项目列出清单，明确每一施工项目形象进度目标、完成时间、质量要求及奖励标准，并形成正式文件下发各专业班组执行。各班组逐一完成施工项目时，可向项目经理部提出书面验收申请，项目经理部组织有关部门进行验收。对于符合要求并经签字认可后，可以给予奖励，对于表现突出的还可以通报表彰，对于不按期完成施工任务，且工作拖沓松懈的班组进行处罚，对施工严重滞后的班组要给予通报批评或在通报批评的同时采取相应的处罚措施。三、进度计划的保证措施及违约承诺1）、以合理的管理理念确保工程进度58 根据本工程的特点，为便于管理和组织施工，拟将本项目由三个作业队施工，各作业队又具体分成若干作业班组负责各个施工面施工。我公司将组织充足精干人员，调集精良设备投入到本工程项目之中。并成立由主管生产副经理领导的、由各作业队主管生产的负责人为调度员，以各施工队为生产实施对象，形成一个从上而下的主管施工进度的组织体系。建立以项目部为核心的责权利体系，定岗、定人、授权、各负其责。每月由项目经理组织一次总调度会，总结上个月的施工进度情况，安排下个月的施工生产任务；及时解决工程施工内部矛盾，及时协调各队伍之间和各职能部门之间的关系；对施工机械设备、生产物资和劳动力安排计划：对资金进行合理分配、保证施工进度的落实和完成。建立严格的《工程施工日志》制度，逐日详细记录工程进度、质量设计修改、工地洽商等问题,以及施工过程中必须记录的有关问题。对于影响工程总进度的关键项目、关键工序，主要领导者和有关管理人员必须跟班作业，必要时组织有效力量，加班加点突破难点，以确保工程总进度计划的实现。建立奖罚严明的经济责任制，每每月进行一次总结，对提前完成任务的相关责任人进行奖励：未能按时完成任务的按拖延的天数进行处罚，谁拖延谁受罚。2）、制定节点工期确保工程进度在工程开工前，必须严格按照《工程施工承包合同》的总工期6的要求，提出工程总进度计划，并提供合理的施工横道图，严格按照该施工横道图的节点工期施工。在工程工总进度计划的控制下，坚持逐月(周)编制出具体的工程施工计划和工作安排。制定周密详细的施工进度计划，抓住关键工序，对影响到总工期的工序和作业给予人力和物力的充分保证，确保总进度计划的顺利完成。全线施工，多头并进。工程计划执行过程中，如发现未能按期完成计划的情况时，必须及时检查分析原因，立即采取有效的措施，调整下周的工作计划，使上周延误的工期在下周赶同来。在整个工程的实施过程中，坚持“以日保周，以周保月”的进度保证方针，实行“雨天的损失晴天补，白天的损失晚上补，本周的损失下周补”的方针、赶不可抗力耽误工期的措施，确保总工程进度计划的实现。3）、从优质资源配备确保工程进度将该工程列为我单位的重点工程，该工程所需的机械、设备、技术人员、劳动力、材料、资金等资源给予优先保证。施工机械做到统筹安排、统一调配、合理使用。尽可能组织机械化流水作业，利用施工机械高效生产力，做好施工机械的维修、保养工作，施工现场设置修理场，保证施工机械的正常运转。对重要的、常用的机械和机具应留有富余备用设备，以防万一。制定严格的材料供应计划，根据现场的施工进度情况保证各施工段材料的及时供应，杜绝停工待料的情况出现以免耽误工期。4）、从过硬的技术上确保工程进度实行图纸绘审制度，在工程开工前由技术负责人58 组织有关技术人员进行设计图纸绘审，及时向业主和监理工程师提出施工图纸、技术规范和其它技术文件中不明确和有疑问之处，使工程顺利进行。采用新技术、新工艺、新设备，尽量压缩工序时间，安排好工序衔接，统一调度指挥，平衡远期和近期所发生或将发生的各类矛盾。实行技术交底制度，施工技术人员应在施工之前及时向班组做好详尽的技术交底，勤到现场，对各个施工过程做好跟踪技术监控，发现问题及时现场就地解决，防止工序检验不合格而进行返工,延误工期。5）、违约承诺我方在此郑重承诺：保证在合同规定的工期内完成全部工程，如由我方原因，导致工程工期延误，我方愿意承担的违约罚金，并承担相应的违约责任。第四章劳动力投入计划及其保证措施一、劳动力投入计划（详见附表）劳动力是施工过程中的实际操作者，是施工质量、进度、安全、文明施工的直接保证者。我公司选择劳动力的原则是：具有良好的质量、安全意识，具有较高的技术等级，并有相类似工程施工经验的人员。所选工种，第一类为专业技术性较强的技术工种，包括电工、焊工等，这些人员必须持证上岗；第二类为普通技术工种，包括木工、油漆、瓦工等，以有类似施工经验的人员组建；第三类为非技术工种，为后勤人员和一些施工劳务人员。参与本工程施工的人员均属本公司正式职工，曾参与公司多项大型装饰工程施工，质量过硬、经验丰富，与项目部合作协调，自身纪律严明，服从指挥。二、劳动力安全保证措施1、劳动力的管理劳动力的管理是企业管理的重要组成部分，也是工程管理的重要组成部分。劳动力管理的任务是在工程施工过程中，对有关劳动力进行计划、决策、组织、指挥、监督和调度，从而协调职工的工作，充分发挥职工的积极性，不断提高其劳动生产率。1)充分挖掘劳动资源，合理安排和节约使用劳动力。2)58 正确对待定额，正确处理国家、集体和劳动者个人的利益关系，充分调动广大职工的积极性。1)按劳动力使用计划，合理、节约、控制使用劳动力，改善劳动组织，完善劳动的分工和协作关系，制订劳动力调配管理办法，挖掘劳动潜力。2)建立健全劳动定额管理制度，确定合理定额水平，监督劳动定额的使用。3)合理执行工资制度，控制工资限额，搞好工资分配，正确掌握奖惩制度。4)编制劳动力计划，确定计划期内劳动力的需要量，随着施工过程的进展合理调整劳动力，保证劳动力的协调和合理使用。2、提高劳动生产率的措施1)开展科学研究，促进技术进步。全面开展科学研究工作，促进建筑技术的进步。2)提高管理水平，科学的组织生产。3)改善劳动组织，建立相应的劳动组织，形成有利于个人技术的发挥，以及工种之间的分配和协作的机制，建立岗位责任制，以促进劳动生产率的提高。4)提高职工的科学技术水平和技术熟练程度。第五章机械设备、办公设备及检测设备投入计划一、机械设备、办公设备及检测设备投入计划（详见附表）二、保证措施针对本工程确定的施工方法，施工程序及施工进度计划，选定施工所需机械的种类、规格、数量，并确定所需机械的进场退场时间。对机械的进场时间和数量，不可时增时减，避免进场后长期停置不用，造成浪费。本工程所需的机械设备利用我公司现有和长期合作单位专业施工机械进场施工，并配备专业机械操作人员，专业修理人员进行设备的保养和维修58 ，切实保障各种机械设备的正常运转。在施工刚刚开始阶段，对机械设备作详细技术数据记录，加以及时分析总结，了解设备的机械效率和施工技术参数，进行及时的调整，确保施工质量与施工生产的顺利进行。主要机械设备配备计划详见附表。办公及检测设备及时随人员进场，保证工程的正常需要，并配备专职人员进行日常维护保养，做好打硬仗的准备，我单位投入的办公及检测仪器均为目前国内工程施工先进设备，而且都是自有设备。第六章关键施工技术、工艺及工程项目实施的重点、难点和解决方案一、土建施工重点部分及处理方案1）、基础施工（1）按图纸设计的平面位置、标高及几何尺寸进行施工放样。（2）基坑开挖应保持良好的排水，基坑外设置集水井，以利于基底排水。（3）用挖机开挖至中砂层，将上层填土挖除，然后用毛砂回填至基底高程。（4）基坑开挖后应检验基底承载力（基底承载力要求大于150kpa），若承载力达不到要求，应按监理工程师的指示处理。（5）基坑开挖过程中，若发现围护结构有渗漏必须及时封堵。2）、C15基础垫层（1）模板加工及安装模板采用外加工模板。模板的厚度、长度、横竖肋根据构件尺寸、长度和摸板周转次数确定。根据设计图纸和测量放线位置支设模板。相邻的模板用螺栓联接，模板搭接处夹海绵双面胶条密封。模板与混凝土接触面必须打磨光洁呈亮色，然后均匀涂刷脱模剂。模板尺寸要先经过质检员进行自检，然后向监理进行报验，报验合格后方可进行下道工序。（2）浇注混凝土混凝土到现场后要由质检员先检测坍落度，符合要求后方可开工。58 混凝土不得在一个地方集中下料，防止形成起伏不定的界面。浇注时间不得大于混凝土初凝时间。振捣棒与侧摸的距离应保持5-10cm的距离，严禁振捣棒直接接触模板。每一次振捣必须振捣至混凝土停止下沉，不在冒出气泡，表面呈现平坦、泛浆时方可提出振捣棒。3）、底板施工（1）钢筋加工钢筋加工前，依据图纸进行钢筋翻样并编制钢筋配料单，以使钢筋接头最少和节约钢筋。钢筋应平直、无局部弯折，对弯曲的钢筋应调直后使用。钢筋加工前要清除钢筋表面油漆、油污、锈蚀等污物，有损伤和锈蚀严重的应剔除不用。钢筋要集中加工，运至现场绑扎成型。（2）钢筋绑扎及安装按照设计图纸和测量放线位置进行钢筋绑扎。绑扎时要先绑扎立筋，立筋的位置调好后再绑扎横向钢筋。先由质检员进行自检，然后向监理进行报验。检验合格后才能浇注混凝土。底板钢筋应与井壁、后浇隔墙的预留钢筋进行焊接。焊接长度不小于35d。（3）模板加工及安装同上（4）浇注混凝土混凝土到现场后要由质检员先检测坍落度，符合要求后方可开工。混凝土应分层浇注，不得在一个地方集中下料，防止形成起伏不定的界面。每层浇筑厚度不得超过30cm。分层浇注时间不得大于混凝土初凝时间。底板浇注时保持地下水位在底板下0.5m。底板浇注时应注意污水泵地角螺栓预埋。（5）拆摸养生混凝土浇筑完成后应根据混凝土强度能保证其表面及棱角不致因拆模而受损坏时方可拆模，对表面进行清理后洒水养生。4）、井壁施工（1）钢筋绑扎58 钢筋绑扎前，应将预留钢筋表面灰浆清理干净，并将钢筋校正到位，如有位移时应按1：6坡度进行纠偏。井壁双排钢筋间间距通过定位架立筋控制，架立筋的间距不超过1m。钢筋垫块摆放位置要与架立筋相对应，架立筋端头不得直接接触模板面。钢筋垫块绑扎时，每平方米不得少于一块，并呈梅花型布置；对于结构转角及腋角等边角部位应增加双倍数量的垫块。预留孔洞钢筋绑扎过程中，必须保证预留孔洞位置正确，当洞口直径≤300mm时，钢筋应绕过洞口通过不得截断。（2）模扳支设要注意预留孔洞、管线、爬梯的位置，其他施工方法同上。（3）井壁混凝土浇注①井壁混凝土浇注前，应在底板混凝土接茬处均匀浇注一层50mm厚与井壁混凝土配比相同的减石子混凝土。井壁混凝土应分层连续浇注，振捣密实，作到不漏浆、不欠振，每层浇注厚度不大于30mm，混凝土自由下落高度一般不超过2m，防止混凝土浇注过程中产生分层离析现象。②施工缝一般只留设水平施工缝，下部施工缝宜留在高出底板面不小于30cm的部位，有孔洞时，施工缝距孔洞边缘不宜小于30cm。③在施工缝上继续浇注混凝土前，已浇注混凝土的强度不得小于2.5Mpa;先将混凝土表面浮浆和杂物清除，用水冲洗干净，并保持湿润，再铺一层50mm厚与所浇混凝土配合比相同的减石子混凝土后及时浇注混凝土，确保新、旧混凝土紧密结合。④在预留孔洞部位需用同强度等级、小粒径混凝土浇注并加强振捣，下灰时应严格按照“先底部。再两侧，最后浇注盖面混凝土”的顺序进行，其两侧下灰高度应保持一致并同时振捣。（4）拆模养生同上。5）、顶板施工⒈排架立杆搭设模板下支撑排架的立杆纵、横间距执行模板设计，立杆底部垫50mm厚通长木垫板，立杆搭设完毕后及时进行连接横杆的安装，并在支撑各外立面设置十字剪刀撑，确保模板支撑体系的整体稳定。58 ⒉顶板模板支设顶板模板选用大块多层胶合木模板，顶板模板施工采用井壁侧模包底模，板模压井壁侧模的方法。⒊顶板钢筋绑扎顶板钢筋铺放前，在模板表面弹好钢筋位置线，依线绑扎。两层筋之间须加设钢筋马凳。⒋顶板混凝土浇注顶板混凝土浇筑采用“赶浆法”施工。混凝土浇筑时呈阶梯逐层连续推进，先用插入式振捣棒振捣，然后用平板振捣器振捣密实，平板振捣器的移动间距，应保证振捣器的平板已覆盖已振实部分的边缘。混凝土浇筑完毕先用木刮尺满刮一遍，待表干后用木抹子搓毛，铁抹子分三遍抹光压实，最后一遍抹光应在混凝土初凝前晚成。⒌拆模养生同上。6）、砖砌体施工⑴砂浆的配合比应采用重量比，并严格按砂浆配合比配制，砂浆应随伴随用，并按要求留制试块。⑵组砌方法应正确，一般采用满丁满条排砖法，砌筑时，必须里外咬槎或留踏步槎，上下层错缝。⑶砌体砂浆必须饱满密实，实心砖砌体水平灰缝的砂浆饱满度不小于80%。⑷外墙的转角处严禁留直槎，其他临时间断处，留槎的作法必须符合施工规范的规定。⑸墙砌完后，应经有关人员复查，应加强对轴线桩，水平桩的保护不得碰撞。7）、柱、圈梁施工⑴所用钢筋应有出厂质量证明书或试验报告单，并经试验室抽样试验合格后方可使用。钢筋的级别、种类直径应按设计要求采用。⑵钢筋加工：钢筋加工形状、尺寸必须符合设计要求，钢筋的弯钩Ⅰ级钢弯成180度，弯曲直径不应小于钢筋直径的2.5倍，箍筋弯钩形式末端必须弯成135度，弯钩平直长度10D，搭接长度Ⅰ级钢30D，Ⅱ58 级钢40D。⑶柱钢筋绑扎在柱与圈梁交接部位，应按设计要求加密柱的箍筋，柱钢筋必须与各层圈梁绑扎连接形成一个封闭框架，柱钢筋绑扎在砌体前绑扎完毕。⑷圈梁钢筋绑扎圈梁钢筋绑扎待墙体砌筑完后绑扎，拐角处按照规范要求绑扎附加钢筋。圈梁与柱钢筋交叉处，圈梁钢筋宜放在柱受力钢筋内侧，圈梁钢筋应相互交圈，在内墙交接处，墙大角处的锚固长度，均要符合设计要求。⑸待钢筋绑扎后，应按设计规定，绑扎垫块，将钢筋垫起，禁止钢筋垫钢筋。经有关人员验收合格后方可进行下道工序。⑹砼浇筑a混凝土所需的水泥采用复合酸盐水泥，且标号不小于325#，水泥进场必须有出厂合格证，应对其品种、标号包装、出厂日期等检查验收,混凝土中的粗细骨料应按品种、规格分别堆放，不得混杂。b混凝土拌制时，对各种材料必须严格按配合比过磅称量，专人负责，以保证混凝土搅拌质量，对水泥允许偏差±2%，粗细骨料允许偏差额±3%。混凝土搅拌时间不少于90秒，严格控制水灰比和塌落度。混凝土搅拌前搅拌机应加水空转，湿润拌筒，搅拌第一盘时，石子减半。c砼浇筑前，对模板支撑、标高、轴线等必须进行复核，符合设计要求后，方可浇筑砼。d砼施工过程中，振捣是关键，对振捣人员要定岗定位，挂牌施工，实行奖罚制度，操作中做到“快插慢拔”，要注意接头处振捣密实，振捣要均匀排列，防止漏振，做到密实无孔洞、无露筋、无缝隙夹渣。混凝土振捣后根据设计标高用刮尺刮平，抹子搓平。e柱砼坍落度，一般控制在5-7cm，亦可根据气温和施工条件，在保证浇捣密实的情况下加以调整，拌合好的砼应在1.5h内浇灌完。f浇筑柱时，宜先铺5cm厚与砼配合比相同的减石子砼，每层浇筑高度不大于50cm用插入式振动棒捣固。在柱2m高处开设浇筑洞口，以保证砼自由倾灌高度小于2m。g圈梁砼浇筑后，应随即用木抹子压实，拍平，表面不得有松散砼。58 h现浇板采用钢管满堂架支撑模板，立杆间距1米，纵横向横杆间距1米，底层架子立杆下铺垫通长木跳板，防止下沉，砼浇筑采用平板振动器振实，用铁插尺控制板厚，振实后用木抹子搓平，浇筑过程中应由专人看护模板和支撑架。i砼浇筑完12h内，应对砼加以覆盖并浇水养护（冬季只保温不浇水），养护时间不小于7d。j按规定留足混凝土试块。⑺模板工程①保证工程结构和构件各部尺寸正确。②具有足够的承载能力、刚度和稳定性，能可靠地承随浇筑混凝土侧压力以及施工中所产生的负载。③构造简单，装拆方便。④模板接缝严密，不应漏浆，支模前，模板必须清净刷油。支模方法：①柱模板：采用组合钢模板接缝，在墙上留脚手架眼或利用门窗口用钢管固定，间距500mm。②梁模板：先按设计标高及轴线支梁底模板，绑完钢筋后，支两侧模板，侧模与梁底采用U型卡连接，钢管加固。梁底支撑间距不大于800mm，模板全部用组合钢模板。③板模板：采用组合钢模板施工，按照房间尺寸设满堂架作支撑，顶部用Φ48钢管作搁棚支撑钢模板，间距为750mm，钢模板之间U型卡连接。④圈梁模板：在圈梁底部下一皮砖层水平每隔1m设一个孔洞，用钢管从此洞中穿过，两边侧模用钢管扣件固定，上口用专用卡具固定。模板质量要求：①模板及其支架符合要求，具有足够强度、刚性、稳定性。②接缝严密，缝隙不大于1.5mm。③模板与混凝土的接触面应清理干净，并均匀刷隔离剂。58 洒水湿润：抹找平层水泥砂浆前，应适当洒水湿润基层表面，主要利于基层与找平层的结合，但不可洒水过量，以免影响找平层表面的干燥，防水层施工后窝住水气，使防水层产生空鼓大气层以洒水达到基层与找平层能牢固结合为度。贴点标高、冲筋：根据保温层的坡度拉线找坡，一般按1-2cm贴点标高，铺抹找平层砂浆时，先按流水方向以间距1-2m冲筋，并设置找平层分格缝，宽度一般为20mm，并且与保温层连通，分格缝最大间距6m。铺水泥砂浆，按分格缝装灰，铺平，用刮杠靠冲筋刮平，找坡用木抹子搓平，铁抹子压光，待浮水沉失后，以踏上去有脚印但不下陷时，再用铁抹子压第二遍即可交活，找平层砂浆配合比为1：3，伴合稠度控制在7cm。养护：找平层抹平，压实以后24h盖塑料膜养护，一般养护期为7d。8）、土方回填基础工程施工完毕后及时报请监理工程师进行验收，合格并作好资料记录，办理好隐蔽验收手续后，及时进行土方回填，土方回填时，要派专人负责土方质量的检验，不符合要求的土质不能用于回填，回填土方用翻斗车从堆土场地运到基坑附近，然后由人工用手推车将土送至基坑边摊平。土方回填采用分层夯实，回填厚度每层虚铺不大于250mm，采用蛙式打夯机分层夯实。回填土的压实系数≥0.93。9）、抹灰工程抹灰工序内：基层表面处理——墙面湿润——贴灰饼——标筋——抹护角——抹底、中层灰——抹面层灰(1)抹灰的平均总厚度，内墙为25mm，外墙为20mm，外墙突出墙面部分为25mm。(2)抹灰面层在踢脚板、门窗贴脸板和挂镜线等安装前涂抹。安装后与抹灰面相接处如有缝隙，用砂浆补齐。(3)基体表面处理，墙面的灰尘、油污、隔离剂等杂物，必须彻底洗刷并清理干净，将墙面上凸凹不平处修补平整。混凝土表面光滑而又在抹灰，经清理后按如下办法加以处理：混凝土脱膜后，在强度较低时进行凿毛。此时，凿、剁用力不须过大，使凿、剁点均匀，深度适宜，使表面成为毛糙面，以此增加基体与抹灰层之间的粘结力。58 (4)墙面湿润，通过湿润墙面使水份渗入砌体，混凝土基体表面2—3mm并在表面稍干后方能进行抹灰，从而保证砌体、混凝土基体与抹灰层之间能够粘结牢固。(5)规方、贴灰饼。抹灰前，先检查门窗及墙面符合质量要求后，半室内阴阳角规方找正、横线抄平、立线吊直、并弹出准线。具体做法如下：①首先是地面规方，户室小的房间可以选一面墙做基线，用弯尺量方即可：房间面积较大或有柱网时，在地面弹出十字线，以做抹灰基准线位置。②在离墙阴角100mm处，用线坠吊直，在墙面上弹一立线，再按房间规方地线及墙面平整程度，在此线上下两端钉上钉，这就是每面墙上的四个基准灰饼位置，位于下面的灰饼应在踢脚或墙裙的上口分别挂不同水平白线，由墙角向中央在水平、垂直每隔1.2—1.5m，用混合砂浆（1:1:6水泥砂浆）抹成7cm直径灰饼。(6)标筋。用打底灰浆在上下同一直线的两个灰饼，连抹成一条宽约10cm呈八字型的竖向竖筋，墙面高则加水平方向的横筋。(7)抹护角。室内墙面，柱面和门窗洞口的阳角，用1:2水泥砂浆做护角，其高度不应低于2m，每侧宽度不小于50mm，并成为充筋的组成部分。(8)抹底、中面层灰。当标筋收水、手捺不软，分两次进行抹灰，先薄薄抹上一层，待前一层七、八成干时抹第二遍应与标筋找平，江用刮杠由下往上刮平，自用木抹子压实、搓干。并与护角、标筋等接槎处的抹灰平顺且不显接槎。每面墙灰抹完后，均对表面平整、垂直、阴阳角方正、垂直和线角、接槎用2m靠尺、方尺等加以检查。10）、屋面工程(一)、平屋面隔气层、保温层施工1、隔气层必须待找平层干燥后进行。2、保温层施工前在经验收合格的基层上，按设计保温层最小厚度和排水坡度抄平坡度线，做好标准塌饼。3、在铺设保温层时，应根据标准铺筑，准确控制保温层的设计厚度。4、保温层应分段铺设，从材料、人员上下处的远端向近端铺设，并适当压实。58 5、经压实后的保温层不得直接在上面行车或堆放重物，并应及时进行下一道工序，完成上面的防水层施工。6、保温层应按要求设置排气管道。(二)、屋面防水1、施工准备A、防水、保温材料必须有质保书和检验合格证。B、防水施工应由专业防水队施工，操作人员应持证上岗。C、铺贴防水层的基层表面必须清洁、平整、牢固，不得有空鼓、起砂、开裂等现象。D、基层坡度应符合设计要求，表面应平整，阴阳角处应做成圆弧，基层，表面必须干燥，含水率应不大于9％。E、卷材及配套材料必须验收合格，规格、技术性能必须符合设计要求及标准的规定。2、操作工艺A、在找平层上涂刷冷底子油，一般应在水泥砂浆养护完毕、表面干燥即可涂刷冷底子油。B、屋面防水层的施工应先做好节点、屋面排水比较集中的部位(屋面与水落口连接处、檐口、天沟、屋面转角处等)的处理，然后由屋面最低标高处向上施工。铺贴天沟、檐沟的卷材应须天沟、檐沟方向铺贴，尽量少搭接，并应增设附加层。C、铺贴防水材料时，上下层及相邻卷材的搭接应错开，长边的搭接缝相互错开1／3幅宽，短边搭接缝相互错开，各层卷材的长、短边搭接宽度应符合操作规范的要求。11）、墙面镶贴工程按图纸规定选择符合规定的砖，一般按1mm差距分类选出1-3个规格，选好后根据房间大小计划用料。选砖时要求方正、平整、无裂纹、楞角完好，颜色均匀，表面坎凹凸和扭翘等毛病，不合格的面砖不用。⑴首先检查并堵砌孔洞，检查墙面的凹凸情况，对凸出墙面的砖或混凝土要剔平。⑵58 将墙面上残存的废余砂浆、灰尘、污垢、油渍等清理干净，并提前一天并行水湿润。⑶吊垂直、找规矩、贴灰饼、冲筋。⑷抹底灰，先在墙面上浇水湿润，紧跟分层分遍抹1：3水泥砂浆底灰，厚度约12mm，吊直、刮平、打底灰要扫毛或划出纹道。24h后浇水养护。待基层灰六至七成干时即可按图纸要求排砖，一个房间应镶贴尺寸一致的面砖。如条件不能满足时，应将数量较多，规格较大的面砖贴在下部，以便上部的面砖由缝子宽窄打齐。开始镶贴时，一般由阳角。如有水池、镜框时嘱须以盆、水池等上口和阴阳角处，应使用配件砖。切割面砖用合金钢錾子，根据所需尺寸划痕折断后，应在砂轮上磨边对缝。如墙面留有孔洞、槽盒、管根、管卡等，要用面砖上下左右对准孔洞套划好，然后将面砖放在一块平整的硬物体上用小锤轻轻敲打合金钢小錾子，先凿开面层，再凿内层，剔到符合要求为准（最好用无齿锯切割）。在底层砂浆上应弹垂直与水平控制线，一般竖线间距为1m左右，横线一般根据面砖规格尺寸每5-10块弹一水平控制线，有墙裙的在墙裙上口。根据计算好的最下一皮砖下口标高，垫好尺板作为第一皮砖下口的标准。底尺上皮一般以比地面低1cm左右，以便地面压住墙面砖。底尺安放必须水平，摆实摆稳；底尺的垫点间距应在40cm以内，要保证垫板牢固。首先把挑选出一致规格的面砖，清扫干净，放入净水中浸2h以上，取出待表面水分晾，用混合砂浆（水泥：石灰膏：砂＝1：0.1：2.5)由下往上镶贴，镶贴方法是在面砖背面抹一层混合砂浆约8mm厚，紧靠底尺上皮将面砖贴在墙上，用小铲的木把轻轻敲平，亏灰时应取下面砖添灰重贴。门口或阳角处以及长墙每间距2m左右均应先竖向贴一排砖，做为墙面垂直，平整和砖层的标准，然后按此标准向两侧挂线镶贴。面砖贴到上口必须平直成线，上口用一面圆的面砖，阳角的大面一侧必须用一面圆的面砖，这一行的最上面一块必须用两面圆的面砖。总之应镶贴与其它配套的配件砖。58 镶贴完毕应自检有无空鼓、不平、不直等现象，发现问题应及时返工修理。然后用清水将砖面冲洗干净，并用棉丝擦净。用长毛刷蘸粥状白水泥素浆涂缝，然后用布将缝的素浆擦均匀，砖面擦净。⑴饰面砖所用的材料品种、规格、颜色、图案必须符合设计要求和符合现行标准规定。⑵饰面砖镶贴必须牢固，无歪斜、缺楞、掉角和裂缝等缺陷。12）、室内油漆、涂料：⑴基屋必须有足够强度，无凹凸裂隙，无孔洞、无粉化、起砂、掉皮、起鼓等现象，含水率不大于10%，基层不平要用腻子刮平，待干后，过砂纸打磨。⑵按设计要求做出样板间，样板确认后，即可进行备料，备料时应一次性备齐所有材料，所有涂料和半成品均应有产品名称、种类、颜色、生产日期、贮存有效期，使用说明书和产品合格证。⑶涂刷作业前，要有遮挡板（或编织布）将不用涂刷的部位遮盖好，采用二遍成活，要求颜色一致，没有流淌现象，最后一遍要使使用表面平整光滑，刮出光度、亮度，达到视觉效果。二、安装、管道施工重点部分及解决方法1、沟槽开挖（1）开挖前的工作依据施工图，放出灰线，经复核无误后，进行开挖。边坡、工作面宽度根据标准而定。挖土（2）沟槽开挖时加强对基础标高测量，防止超、欠挖。当采用机械开挖至设计沟底标高以上0.2m时，改用人工开挖至设计标高。2、基础垫层（1）管沟基础采用撼砂垫层（2）回填土每层的压实遍数，应按要求的压实度、压实机具、虚铺厚度和含水量，经现场试验确定。（3）采用冲击夯、蛙式打夯机等压实工具时，应夯夯相连。3、管道铺设与连接58 （1）电热熔带的连接①检查电热熔带和管道是否损伤。②对齐管道和清除杂物通过水平杆或砂袋将要连接的管道放置在离地面20-30cm处，并水平对齐。用布彻底将管道的外表面和电热熔带内壁上的杂物清除干净，油类污物可用甲醇檫拭。③用夹钳和扣带紧固焊接片A、用电熔带将已水平对齐的管道的要连接部分紧紧包住，电热熔带接头应重叠10-20cm。包的时候有连接线的一端在内圈。PE棒也应插在此端，从两侧分别插入，紧靠此端头。D400以下插入约50mm，D400以上插入约90-100mm。B、外面用纲扣带套住，纲扣带不带衬板的端头应与电热熔带内圈同向并在同一位置。用夹钳上紧，使电热熔带与管壁紧紧的靠在一起。钢扣带边缘要与焊接片的边缘对齐。④连接将焊接器的输出线端的夹子与电热熔带的连接线头相连接。⑤焊接在焊接机上设定好时间和电压档，根据操作规程进行焊接。焊接时间结束时，取下连接线夹子，再夹紧一次夹钳约1/4-1/2圈。⑥冷却焊接结束时风音器明响，电源自动断开，开始冷却。在接线被断开，钢扣带和夹钳夹紧的状态下，冷却时间在夏天一般为20min。在冷却期间，可以进行下一个焊接。⑦焊接检查经过一定时间的冷却时间后，打开钢扣带，观察焊接状况。管道与检查井的连接管道与泵站、检查井的连接采用中介层。58 （1）采用中介层连接时，在管件或管件与井壁相连部位的外表面预先用粗砂作成中介层，然后用水泥砂浆灌入井壁与管道的孔隙，将孔隙填满。中介层的做法：先用毛刷或棉纱将管壁的外表面清理干净，然后均匀地涂一层塑料粘结剂，紧接着在上面撒一层干燥的粗砂，固化10-20min，即形成表面粗糙的中介层。4、密闭性检验（1）管道安装经检验合格后，应采用闭水试验检验密闭性。（2）管道密闭性试验应在管底三角区回填密实后，沟槽回填前进行。（3）闭水试验应满足下列要求①试验段上游设计水头不超过管顶内壁时，试验水头以试验段上游管顶内壁加2m作为标准试验水头。②试验段上游设计水头超过管顶内壁时，试验水头以试验段上游设计水头加2m计。③当计算出的试验水头小于10m，但已超过上游检查井井口时，试验水头以上游检查井井口高度为准，但不得小于0.5m。④试验管段灌满水后的浸泡时间不应小于24h。⑤管道密闭性试验时，外观检查，不得有漏水现象，管道24h的渗水量应满足下式计算结果；Q≤0.0046dQ---每1km管道长度24h的允许渗水量（m3/24h.km）d---管道内径（mm）5、管道回填（1）闭水试验合格后，沟槽应立即回填。（2）沟槽回填应从管道两侧对称回填，确保管道不产生位移，必要时，可采取限位措施。（3）管道回填，管顶50cm以下采用中粗砂回填。（4）沟槽回填应分层对称回填、夯实。每层回填厚度不应大于20cm。6、管道变形检验（1）管道变形检验包括安装变形检测和施工变形检测。管道变形检测应在管道安装后进行。管道施工变形检测应在管道覆土达到设计要求后进行。（2）每施工段不小于三处，每处平行测两个断面，在测量点管轴垂直断面测垂直直径。58 （3）相同条件下，每100m测三处，取起点、中间点、终点附近，每处平行测量两个断面，在测量点垂直断面测垂直直径。（4）管道变形检测中，管道径向变形率sv=⊿dv/(d+2e)*100%⊿dv------管道径向直径变化量e-----管道纵截面形心高d-----管道处于自由状态的内径7、雨水管道施工重点（1）开挖沟槽①依据施工图，放出灰线，经复核无误后，方可开挖。边坡工作面宽度根据标准而定。边坡的留设依土质情况而定，根据现场情况，地表土层为粉土、炉渣、砖块等几种情况，边坡的放坡系数一般均采用1：0.67，对于杂填土地段，也可视具体情况采用1：0.75或1：1的放坡系数。挖出的土方应堆在沟槽一侧，堆土坡角至沟槽边缘的距离为100cm。②采用挖掘机开挖沟槽土方，人工配合铲底修坡，为了不扰动管基下的原状土层，挖掘机挖除土方时，基底予留20-30cm左右，用人工铲修。开挖过程中测量人员随时测量槽底高程，避免超挖，如发生超挖现象时，不得用原土回填，可用天然砂砾或碎石回填夯实。废弃土方应及时用自卸汽车配合外运。（2）安管当管径D≤30cm时，因管体轻、管径小，运至现场后可采用人工压绳安管安装。稳管：稳管采用挂双线的办法，控制高程和中线。管子摆平摆正后，用砼预制块嵌稳两侧，以防滚动。（3）管道接口①管端抹带宽度范围内均要凿毛刷净润湿。管道管端应除浆皮。管道管端抹带宽度范围内均要凿毛刷净润湿。②管道接口采用1：2水泥砂浆抹带接口。③注意事项采用水泥砂浆填缝及抹带接口时，落入管道内的接口材料应清除。管径大于或等于700mm58 时，应采用水泥砂浆将管道内口纵向及细部位抹平、压光；当管径小于700mm时，采用麻袋球反复拖动将缝抹平。抹带完成后，应立即用平软材料覆盖，3-4小时洒水养护。水泥砂浆抹带接口应平整，不得有裂缝、空鼓等现象。抹带宽度、厚度的允许偏差应控制在0-+5mm以内。（4）C15混凝土管道基础沟槽施工完毕经监理人员验收合格后，应及时浇筑平基C15素混凝土，减少地基扰动的可能。应严格控制平基顶面高程，高于设计高程或低于设计高程不超过10mm。管道平基砼用搅拌机搅拌，团结车运输，砼计量要准确，严格按配合比施工。浇注分两次浇注,先浇注部分表面作成毛面并冲洗干净。浇筑完毕，采用覆盖塑料薄膜养护，保证砼强度。砼平基采用木模，模型要求支撑牢固、稳定，防止在砼浇筑过程中跑模变形，影响平基的几何尺寸。（5）管座施工A、安管达到规范要求后及时进行管座施工。B、施工前将管座平基凿毛冲洗干净，然后进行支模。C、模板采用木模，模板支撑顺直、牢固，且应拼缝严密，不漏浆，其上平应略高于所要浇筑的砼高度。D、浇筑砼时管座平基与管材相接触的三角部位，用同强度等级的砼、砂浆填满、捣实后方可浇筑砼。管两侧的砼应同时浇筑并保持两侧砼高度一致。E、严禁浇筑一侧砼后再浇筑另一侧，以防砼的侧压力挤动管子。当所需浇筑护管高度较大时应分层施工，同时确保在浇筑上层砼时不超过下层砼的初凝时间。振捣采用插入式振捣棒，应振至砼表面不再下沉且平滑、泛出浆来、砼中不再冒气泡为止。变形缝处管座断开，缝宽不小于20mm，缝内填充沥青木板。（6）闭水试验58 管道及检查井具备了闭水条件，即可进行管道带井闭水试验。管道两端管堵如用砖砌，必须养护3～4天达到一定强度后，再向闭水段的检查井内注水，注水过程同时检查管堵、管道、井身，无漏水和严重渗水，再浸泡管和井1～2d后进行闭水试验，且试验水头应满足要求。当试验水头达到规定水位时开始计时，并观测管道的渗水量。直至观测结束时，应不断地向试验管段内补水，保持试验水头恒定。观测时间应大于30min，然后再根据观测时间、补水的总量及管段长度算出实测渗水量。实测渗水量小于该管径下管道的允许渗水量且管道外部无漏水现象，即可认为该管段合乎要求，可以进行管道回填工作。（7）管道回填①管顶50cm以下采用毛砂进行回填。②回填材料的每层虚铺厚度，应按采用的压实工具和要求的压实度确定。使用木夯、铁夯时，虚铺厚度小于等于20cm；使用蛙式夯时虚铺厚度为20-25cm；使用压路机时虚铺厚度为20-30cm；使用振动压路面时虚铺厚度小于等于40cm。回填土每层的压实遍数，应按要求的压实度、压实工具、虚铺厚度和含水量，经现场试验确定。③沟槽回填时，应先把砖、石、木块等杂物清除干净。回填土或其他回填材料运入槽内，不得损伤管节及其接口。且应注意，根据一层虚铺厚度的用量将回填材料运至槽内，且不得影响压实的范围内堆料。管道两侧和管顶以上50cm范围内回填材料，应由沟槽两侧对称运入槽内，不得直接扔在管道上；回填其他部位时，应均匀运入槽内，不得集中推入。④沟槽回填土的压实，应逐层进行，且不得损伤管道。管道两侧和管顶以上50cm范围内，应采用轻夯压实，采用轻型击实标准。管顶50cm以上采用重型击实标准。⑤分段回填压实时，相邻段的接茬应呈阶梯形，且不得漏夯。采用木夯、蛙式打夯机等压实工具时，应夯夯相连；采用压路机时，碾压的重叠宽度不得小于20cm。（8）检查井砌筑①准备工作A、清理基础表面，复核尺寸、位置和标高是否符合设计要求。B、按设计要求选用合格机制普通粘土砖，并将砖湿透。C、准备砂浆，按照设计给定的砂浆配合比上料，拌制。控制好拌制时间，使砂浆拌和均匀，做到随拌随用。②检查井砌筑58 A、在已安装完毕的排水管道的检查井位置处，放出检查井中心位置线，摆出井壁砖墙位置。B、在检查井基础面上，先铺砂浆后再砌砖，检查井采用一顺一丁砌筑。每层砖上下皮竖灰缝应错开，随砌随检查内、外形尺寸。C、井内踏步，应随砌随坐浆，其埋入深度不得小于设计规定。踏步安装后，在砌筑砂浆未达到规定强度前，不得踩踏。砼检查井井壁的踏步在预制或现浇时安装。D、管顶以上D≤300管不发旋，。E、排水检查井内的流槽，应在井壁砌到管顶时进行砌筑。雨水检查井流槽的高度为管径的1/2。当采用砖砌时，表面应用1:2水泥砂浆分层压实抹光，流槽应与上下游管道接顺。③抹面、勾缝A、检查井外壁如位于地下水位以下时，用1:2.5水泥沙浆抹面厚20，至地下水位以上500。其抹面、勾缝、坐浆、抹三角灰均应采用1:2.5水泥砂浆，抹面、勾缝用水泥砂浆的砂子应过筛。B、井室内均用1：2.5水泥砂浆抹面至井口，厚20mm。C、勾缝一般采用平缝，要求勾缝砂浆塞入灰缝中，应压实拉平深浅一致，横竖缝交接处应平整。④井口、井盖的安装A、检查井砌筑安装至规定高程后，应及时，盖好井盖。B、安装时砖墙顶应用水冲刷干净，并铺砂浆。按设计高程找平，井口安装就位后，井口四周用1:2水泥砂浆嵌牢，井口周围成45°三角。8、工艺设备施工措施：1、基础检查、表面处理：1）基础检查：a、外观检查，不应有裂纹、缝隙、孔洞、露筋等缺陷。b、基础中心、标高、水平度误差在允许范围内。c、地脚螺栓预留孔，预埋地脚螺栓应符合设计要求。2）基础表面处理：58 a、在地脚螺栓两侧及机座的立筋及纵向中心线部位或负荷集中的地方铲出垫铁位置，用铁水平检查垫铁的水平度。b、除垫铁位置外基础表面铲麻，以利二次灌浆结合良好。c、配置垫铁每组垫铁（包括一对斜垫铁）不得超过4块，如果基础标高过低，则应采用较厚垫铁或预埋垫铁，以减少垫铁块数。2、设备就位：1）地脚螺栓垫铁与台板安装示意图2）设备检验：a、清点随机出厂合格证明书、图纸及文件等技术资料。b、应按设备装箱单清点泵的零件部件和配套件并应齐全。并应无缺件、损坏和锈蚀等；管口保护物和堵盖应完好。c、应核对泵的主要安装尺寸并应与工程设计相符。3、初找平后对预留地脚螺栓孔进行灌浆。灌浆材料采用设计标号的细石混凝土，如设计没明确标识则采用比灌浆材料高一等级无收缩细石混凝土。4、地脚螺栓孔中的混凝土强度达到80%后，按初找平方法对泵进行精找平，拧紧地脚螺栓，测量出中心、标高、水平度值为最终记录。纵向安装水平偏差不应大于0.1/1000mm，横向安装水平偏差不应大于0.2/1000mm。5、点焊垫铁，二次灌浆。6、在二次灌浆混凝土强度满足设计要求后，铺设管道，并对管道进行防腐。7、试运：泵在设计负荷下连续运转不应少于2小时，并应符合下列要求：a、附属系统运转应正常，压力、流量、温度和其他要求应符合设备技术文件的规定；b、运转中不应有不正常的声音；c、各静密封部位不应泄漏；d、各紧固连接部位不应松动；e、机械密封的泄漏量不宜大于10亳升/时(每分钟约3滴)；f、原动机的功率或电动机的电流不应超过额定值；g、泵的安全、保护装置应灵敏、可靠；58 三、电气技术措施重点、难点及解决方案3.1预留预埋措施预留预埋必须弄清建筑轴线和标高，绘制预留预埋图，以保证预留预埋做到不漏不错，及时作好预埋件加工准备和预留预埋技术交底及质量、进度检查。要严格按照规范和设计要求进行施工，电气配管、接线盒安装要有防堵塞、防渗漏、防错位的措施。凡电气施工图中表示埋设穿墙、穿梁套管的，应由电工随土建施工预埋，不得后剔凿。在结构施工中，凡要求暗敷在楼板、墙、柱中的管线，必须随土建预留，不得剔凿。发必须剔凿，需经设计院的结构技术人员与电气技术人员共同商议解决。3.2线缆敷设所有的电缆均采用阻燃型电缆电气线路不宜有中间接头，在敷设电缆前，要周密计划，合理安排电缆作业表。3.3箱柜安装箱柜等在搬运和安装时应采取防震、防潮、防止框架变形和漆面受损等措施，必要时可将易损元件拆下。箱柜的固定及接地应可靠。安装位置应正确。柜面要一致、整齐，柜间无明显缝隙。柜顶平直度与柜面平直度及垂直度应符合验评标准的有关要求。抽屉式低压配电柜的抽屉推拉应灵活轻便，无卡阻，碰撞现象。所有二次结线应准确，连接可靠，标志齐全、清晰。操动及联动试验动作正确，符合设计要求。所有的配电箱（明装或暗装）安装高度均为箱底距地1.4m。电加热器安装高度为底边距地1.8m。断路器箱底边距地1.4m。3.4照明安装58 照明支线、插座支线均穿镀锌铁管在楼板或吊顶内暗敷设，照明支线走顶板，插座支线走地板，所有应急照明支线均穿镀锌铁管在楼板中暗敷设。第七章对工程设计及施工管理的合理化建议1、建议成立设计单位、监理单位、业主、施工单位四方技术专家小组，共同研究审定重要部位的施工方案，新技术、新工艺、新材料的应用及创优的措施。2、加强工程项目的成本管理，编制工程成本控制计划，增收节支，定期进行成本分析，采取降低费用开支、增加盈利3、编制科学合理的施工计划。项目部根据工程总进度计划及时编制安装工程分部施工进度计划，充分采用交叉施工、流水作业等手段，科学安排施工的各要素，并严格落实，减少窝工、停工等现象，提高劳动生产率。4、项目部在满足施工进度的前提下，科学编制月、季度要料计划；加强现场材料管理工作，做到用料计划准确无误，按工程进度需要，组织不同品种、规格的材料分批进场。材料、设备的采购要货比三家，最后确定供货单位，批量材料争取由厂家直接供应，以减少中间流通环节，降低材料采购的成本。进场的材料的设备要减少露天堆放的时间，防止自然损耗的丢失，减小保管费用。施工时做到限量领料，合理用料，降低材料的损耗量5、根据目标成本，进行成本倒算，确定各分部分项工程材料用量控制范围及各工种控制范围。实行成本否决权。6、严格样板开路，减少返工，降低成本。7、加强合同管理，降低合同风险。第八章质量保证措施与违约承诺8.1工程质量标准：合格工程8.2工程质量保证体系58 质量保证部项目经理项目副经理项目总工程师专业责任工程师合约管理技术管理质量管理施工管理贯彻GB/T19001-2000标准8.3过程质量执行程序不合格产品质量审批技术交底三工序量理检质监初最终认可下道工序不合格不合格8.4施工质量预控(1)模板工程管理流程图(2)钢筋工程管理流程图(3)砼工程管理流程图8.4.1模板工程管理流程图58 模板方案设计合同部、工程部各备两份，前者用于报价，后者用于施工现场。模板进场项目部模板进场计划组织模板及进场，对进场模板进验收。模板现场堆码按工程部制定的现场平面图进行模板的卸车、堆放，要求分类堆放，堆码整齐有序。模板拼装吊运由专业分包班组排定的施工进度计划制定模板拼装及吊装计划。模板现场组装按技术部施工方案进行，工程部负责监督质量模板质量评定按国家验收规定质量要求，项目部、工程部及监理共同进行检查验收，并填写验收单及质量评定表。模板拆除待初凝后可拆除侧模，底模拆除待同条件，砼试块抗压强度达到设计强度值方可进行拆模，时注意成品保护及模板。模板调整按照作业计划，将拆除下来的模板倒运至所需部位。58 8.4.2钢筋工程管理流程图计算钢筋用量技术部、工程部各备一份，前者用户确定总订计划，后者负责提供分批进场计划。钢筋定购按材料计算量选择合格分供方定购。钢筋进场按工程部钢筋进场计划组织钢筋进场技术负责人，会同甲方、监理进行钢筋抽样复试。钢筋现场堆放按工程部制定的现场平面图进行钢筋的卸车、堆放，要求分类堆放，堆码整齐，满足文明施工要求。钢筋加工成型按规范要求进行、项目部技术负责人会同甲方监理共取样，技术部负责试验。钢筋现场绑扎按照图纸及国家施工规范要求进行，技术部负责质量监督。焊接现场取样按国家验收规范要求进行，技术负责人同甲方及监理检查验收，并填写验收单及隐蔽资料。钢筋隐蔽检查按国家验收规范要求进行工程程序检查验收并填写验收单及隐蔽资料8.4.3砼工程管理流程图58 计算砼用量工程部、项目部各一份，前者用于报价，后者用于现场施工控制。砼浇筑方案设计由项目部编制可用于报价及现场施工组织。模板质量评定按国家验收规范要求进行，项目部会同甲方、监理共同进行检查验收，并填写验收单。砼浇筑验收严格把好积配关、按质检站出配此积配，并防止不同标号混用。砼强度试验技术负责按期对试块进行试压砼外观质量拆模后由技术负责同甲方、监理验收后，填写评定表。8.5工程质量、工期保证措施8.5.1采购物资质量保证项目经理部物资部负责物资统一采购、供应与管理，并根据ISO-9002质量标准，对本工程所需采购和供方供应的物资进行严格的质量检验和控制，主要采取的措施如下：(1)采购物资时，须在确定合格的分供方厂家或有信誉的商店中采购，所采购的材料或设备必须出厂合格证、材质证明和使用说明书，对材料、设备有疑问的禁止进货；(2)物资分公司委托分供方供货，事先已对分供方进行了认可和评价，建立了合格的分供方档案，材料的供应在合格的分供方中选择；(3)58 实行动态管理。公司项目管理部和项目经理部等主管部门定期对分供方的实绩进行评审、考核，并作记录，不合格的分供方从档案中予以除名。(4)加强计量检测。采购物资(包括分供方采购的物资)，根据国家、地方政府主管部门规定、标准、规范或合同规定要求及按经批准的质量计划要求抽样检验和试验，并做好标记。当对其质量有怀疑时，就加倍抽样或全数检验。8.5.2技术保证措施(1)专业施工保证按照工程建设过程的工序界定要求组建了技术部，重点在于强化技术含量大、有技术优势的专业技术人才用先进的技术装备。以这些实力雄厚、装备精良为项目管理的支撑和保障，为工程项目实现质量目标提供了技术手段。(2)采用技术先进的钢筋连接技术大直径水平钢筋采用气压焊接头，大直径竖向钢筋采用电渣压力焊接头。(3)在体积混凝土施工保证信和建筑工程公司混凝土施工队伍，施工大体积混凝土工程，对大体积混凝土施工有着丰富的施工经验。(4)劳务素质保证本工程拟选择具有一定资质、信誉好和我公司长期使用的施工队伍参与本工程的施工，同时，有一套对施工队伍完整的管理的和考核，从根本上保证项目所需劳动者的素质，从而为工程质量目标奠定的坚实的基础。(5)加强成品保护装修施工期间，由于工期较紧，装修等级较高，各工序交叉频繁，对于成品和半成品，通常容易出现二次污染，损坏和丢失，工程装修材料一旦出现污染、损坏或丢失，势必影响工程进度，增加额外费用，为此装修施工阶段成品(半成品)保护采取以下主要措施：①设专人负责成品保护工作。②制定正确的施工顺序58 制定重要房间(或部分)的施工工序流程，将土建、水、电等各专业工序相互协调，排出一个房间(或部位)的工序流程表，各专业工序均按此流程进行施工，严格违反施工程序的作法。③作好工作标识工作：在施工过程中对易受污染、破坏的成品、半成品标识“正在施工，注意保护”的标牌。④采取护、包、盖、封防护：采取“护、包、盖、封”的保护措施，对成品和半成品进行防护和并由专门负责人经常巡视检查，发现现有保护措施损坏的，要及时恢复。⑤工序交接全部采用书面形式由双方签字认可，由下道工序作业人员和成品保护负责人同时签字确认，并保存工序交接书面材料，下道工序作业人员对防止成品的污染、损坏或丢失负直接责任，成品保护专人对成品保护负监督、检查责任。8.5.3经济保证措施保证资金正常动作，确保施工质量、安全和施工资源正常供应。同时为了更进一步搞好工作质量，引进竞争机制，建立奖罚制度、样板制度，对施工质量优秀的班组，管理人员给予一定的经济奖励，激励他们在工作中始终能把质量放在首位，使他们能再接再厉，扎扎实实能把工程质量干好，对施工质量低劣的班组、管理人员给予经济惩罚，严重的予以除名。8.5.4合同保证措施全面履行工程承包合同、加大合同执行力度，严格监督施工队伍、专业分包的施工过程，严把质量关，同时热情接受建设监理的监督。8.6试验方案8.6.1钢筋的检验(1)钢筋进场应具有出厂证明书或试验报告单，并需分批作机械性能试验。如使用中发现钢筋脆断、焊接性能不良和机械性能显著不正常的，还应进行钢筋化学成分分析。不准不合格钢材用于该工程上。(2)钢筋取样，每批重量不大于60t。在每批钢筋中的任意两根钢筋上各取一套，每套试样从每根钢筋端部截去50cm58 ，然后再截取试样二根，一根作拉力试验(包括屈服点、抗拉强度和延伸率)，另一根作冷变试验。试验时，如有一个试验结果不符合规范所规定的数值时，则应另取双倍数量的试样，对不合格的项目作第二次试验，如仍有一根试样不合格，则该批钢筋不予验收，不能用在正式工程上。(3)钢筋接头以每200个为一个验收批量。在每个验收批量中随机抽取3个试件，作单向拉伸实验。如有一个试件不符合要求，应加取6个试件进行复检，复检中仍有一个试件检验结果不符合要求，则该验收单向拉抻检验为不合格，则应全部返工。(4)闪光对焊接头以在同一班内，由同一焊工按同一焊缝参数完成200个同一类型的接头为一批，一周内连续焊接，可以累计计算，一周内不足300个接头时，亦按一批计算，从每批成品中切取拉伸试件和弯曲试件各3件。8.7.2其他材料的检验(1)进入现场防水材料、水泥、砌筑材料等有关的材料均应进行检验。各种试验作出数据输入计算机，对现场材料情况可迅速作出详细分析。(2)对于砼要进行坍落度的检验，并按规范取样做试块。施工现场设置试块养护，及时对混凝土试块进行养护。对砼实验除进行标养28天抗压强度实验，抗渗实验，还要做同条件养护的抗压实验。8.8违约承诺我公司承诺如果我方违约，我方将承担因我方施工造成的质量问题的一定的经济损失。第九章安全生产和文明施工措施及违约承诺9.1、周边环境防护(1)建筑主体立面实行密目网全封闭。(2)各工种进行上下立体交叉作业时，不得在同一垂直方向上操作。下层操作必须在上层高度确定的可能坠落半径范围以外，不能满足时，设备硬隔防安全防护层。(3)模板、脚手架等拆除时，应由专业人员进行操作，下方不得有其它人员，并设专人监护。(4)梁板胎模施工时，在拼装、拆模、行走、吊运各阶段严格按照安全技术规定进行。9.2、安全管理9.2.1安全管理方针：安全第一，预防为主9.2.2安全生产目标：58 确保无重大工伤事故，杜绝死亡事故，轻伤频率控制在千分之六之内。9.2.3安全组织保证体系：针对该群体工程的规模与特点，以项目经理为首，由项目副经理、安全员专业责任工程师，各分包单位等各方面的管理人员组成安全保证体系（见安全保证体系图）。9.2.4安全教育程序组织安全教育新工人三级教育特种工人培训教育班前教育技术交底安全资料下发批阅教育考卷填写教育卡上报项目经理部培训资料下发上岗证填写教育卡上报安全员备案培训资料下发上岗证填写教育卡现场责任工程师监督检查9.2.6安全检查检查内容检查形式参加人员考核备注安全管理定期安全员月考核记录检查自检记录外脚手架定期安全员会同责任工程师周考核记录三室、四口防护定期安全员会同责任工程师周考核记录施工用电定期安全员会同责任工程师周考核记录施工单位日检垂直运输机械定期安全员会同机械工程师周考核记录机械公司日检58 塔吊定期安全员会同机械工程师周考核记录机械公司日检作业人员的行为和施工施工作业层日检责任工程师会同分包单位日检记录现场指令、限期整改施工机具日检单位自检日检记录机械工程师检查自检记录9.2.7安全管理制度：(1)安全技术交底制：根据安全措施要求，和现场实际情况，各级管理人员需亲自逐级进行书面交底；(2)班前检查制：专业责任工程师和区域责任工程师必须督促与检查施工方，专业分包方对安全防护措施是否进行了检查。(3)高大外脚手架、大中型机械设备安装实行验收制：凡不经验收的一律不得投入使用。(4)周一安全活动制：经理部每周一要组织全体工人进行安全教育，对上一周安全方面存在的问题进行总结，对本周的安全重点和注意事项做必要的交底，使广大工人能心中有数，从意识上时刻绷紧安全这根弦。(5)定期检查与隐患整改制：经理部每周要组织一次安全生产检查，对查出的安全隐患必须制定措施，定时间，定人员整改，并作好安全隐患整改消项记录。(6)管理人员和特殊作业人员实行年审制：实行安全生产奖罚制度与事故报告制，特殊工各种必须持有上岗操作证，严禁无证上岗。(7)危急情况停工制：一旦出现危急职工生命安全险情，要立即停工，同时上报告公司，及时采取措施排除险情。9.2.8安全管理细则：(1)项目经理部负责整个现场的安全生产工作，严格遵照施工组织设计和施工技术措施规定的有关安全措施组织施工。专业责任工程师要对分包方进行检查，认真作好分部分项工程安全技术交底工作，被交底人要签字认可。58 (2)在施工过程中对薄弱部位环节要予以重点控制，大型施工设备如塔和外用电梯等，从设备进场检验，安装及日常操作要严加控制与监督，凡设备性能不符合安全要求的一律不准使用。(3)防护设备的变动必须经项目经理部安全员批准，变动后要有相应有效的防护措施，作业完成后按原标准恢复，所有书面资料由经理部安全员管理。对安全生产设施进行必要的合理的投入，重要劳动防护用品必须购买定点厂家认定产品。(4)分析安全难点，确定安全管理难点，在每个大的施工阶段开始之前，分析该阶段的施工条件、施工特点、施工方法，预测施工安全难点和事故隐患，确定管理点和预控措施，在结构施工阶段安全难点集中在：①高层施工防坠落，主体交叉施工防物体打击，脚手架工程安全措施等；②各种电动工具施工用电的安全等。现场消防等工作；③塔吊安全措施。9.2.8制定施工现场安全防护基本标准(1)洞口、电梯井安全防护：详见《项目安全管理手册》。(2)临边作业安全防护：根据现场的实际情况，参照公司《项目安全管理手册》的要求，制定出有针对性有效的安全防护。(3)交叉作业安全防护。(4)现场用电安全防护：根据现场的实际情况和现场总平面布置图，制定出有针对性有效的安全防护措施。(5)塔吊安全防护①塔吊拆装顶升由专业人员负责，专业装拆人员操作，并经专门验收后，方准使用。②塔吊在六级以上大风、雷雨、大雾天气或超过限重时禁止作业。(6)外用电梯安全防护①外用电梯轿厢内、外均应安装紧急停止开关。六级以上大风应停止作业。②外用电梯轿厢与楼层间应安装双响通讯系统。③58 外用电梯厢所经过的楼层应设置有机卸货电气连锁装置的防护门或栅栏。④每日工作前必须对外用电梯的行程开关限位开关，紧急停止开关驱动机械和制动器等进行空载检查，政常后方可使用，检查时必须有防坠落的措施。9.3、冬、雨季施工9.3.1雨季施工措施雨季施工前认真组织有关人员分析雨季施工生产计划，在雨季施工前认真组织有关人员分析雨季生产计划，根据雨季施工项目编制雨季期间施工措施，所需材料要在雨季施工前准备好。成立防汛领导小组，制定防汛计划和紧急预案措施，其应包括现场和周边学区。各项目部日夜间均设专职的值班人员，保证昼夜有人值班并做好值班记录，同时要设置天气预报员，负责收听和发布天气情况。应做好施工人员的雨季施工培训工作，组织有关人员进行一次全面检查，施工现场的准备工作，包括临时设施、临电、机械设备等工作。检查施工现场及生产生活基地的排水设施，疏通各种排水渠道，清理雨水排水口，保证雨天排水通畅。现场道路两旁设排水沟，保证不滑、不陷、不积水。清理现场障碍物，保持现场道路畅通。道路两旁一定范围内不要堆入物品，且高度不宜超过1.5m，保证视野开阔，道路畅通。检查塔吊和外用电梯基础是否牢固，塔基是否达到设计要求。塔基四周设置排水沟。脚手架立杆底脚必须设置垫木或混凝土垫块，并加设扫地杆，同时保证排水良好，避免积水浸泡。所有马道、斜梯均应钉防滑条。施工现场、生产基地的工棚、仓库、食堂、搅拌站、临时住房等暂设工程各分管单位应在雨季前进行全面检查和整修，保证基础、道路不塌陷，房间不漏雨，场区不积水。在雨季到来前，作好各高耸塔吊及高脚手架防雷装置，安全检察部门在雨季前要对避雷装置作一次全面检查，确保防雷。9.3.2原材料的储存和堆放：(1)58 水泥全部存入仓库，没有仓库的应搭设专门的棚子，保证不漏、不潮，下面应架空通风，四周设排水沟，避免积水。现场应充分利用结构首层堆放材料。(2)砂、石料一定要有足够的储备，以保证工程的顺利进行。场地四周要有排水出口，防止淤泥渗入。(3)轻集料砼空心砌块应在底部用木方垫起，上部用防雨材料覆盖。(4)木模板堆放场地应碾压密实，防止因地面下沉造成倒塌事故。(5)回填土用苫布或塑料布覆盖，四周有排水设施。雨季所需材料、设备和其他用品，如水泵、抽水软管、草袋、塑料布、苫布等由材料部门提前准备，及时组织进行。水泵等设备应提前检修。雨季前对现场配电箱、闸箱、电缆临时支架等仔细检查，需加固的及时加固，缺盖、罩、门的及时补齐，确保用电安全。脚手架、物料提升机、塔吊等做好避雷工作，也可利用建筑物自身的避雷设施，接地电阻一定要符合要求。大风天气要做好大型高耸物件的防风加固措施，双笼电梯按要求做好附墙。地下室人防出入口、管沟口等加以封闭或设防水埂。加强天气预报工作，防止暴雨突然袭击，合理安排每日的工作。现场临时排水管道均要提前疏通，并定期清理。晴天派专人进行开窗通风换气，以防室内潮气过大。9.3.3砼施工：(1)混凝土施工应尽量避免在雨天进行。大雨和暴雨天不得浇筑混凝土，新浇混凝土应覆盖，以防雨水冲刷，防水混凝土严禁雨中施工。(2)雨季施工在浇长板、墙混凝土时，可根据实际情况调整坍落度。(3)雨季期间应随时测定砂、石含水率，及时调整混凝土配合比，严格控制水灰比。雨天浇筑混凝土应减少塌落度，必要时可将混凝土标号提高半级或一级。(4)浇筑板、墙、柱混凝土时，可适当减小坍落度。梁板同时浇筑时应沿次梁方向浇筑，此时如遇雨而停止施工，可将施工缝留在次梁和板上，从而保证主梁的整体性。9.3.4钢筋工程(1)58 现场钢筋堆放应垫高，以防钢筋泡水锈蚀。有条件应将钢筋堆放在钢筋骨架上。(2)雨后钢筋视情况进行防锈处理，不得把锈蚀的钢筋用于结构上。(3)为保护后浇带处的钢筋，在后浇带两边和砌一道12mm宽、200mm高的砖墙，上用预制板封口，预制板上做防水层及砂浆保护层。9.3.5模板工程(1)雨天使用的木模板拆下后应放平，以免变形。(2)模板拼装后尽快浇筑混凝土，防止模板遇雨变形。若模板拼装后不能及时浇筑混凝土，又被雨水淋过，则浇筑混凝土前应重新检查、加固模板和支撑。(3)大块模板落地时，地面应坚实，并支撑牢固。9.3.6砌筑工程(1)雨天如需砌筑的，砌筑砂浆应减小稠度。受雨水冲刷而失浆的砂浆应重新加水泥拌和后使用。遇暴雨停工时，应将新砌好的砌体覆盖。大雨后，如有新砌体受雨冲，应翻砌最上面两层砌块。(2)为保证砌块的含水率，密切注意天气变化情况。合理安排砌块进场时间，设法避开雨天。砌块尽量运时楼层，如遭雨淋，在使用前应适当让其风干，降低含水率，保证砌筑质量。9.3.7脚手架工程(1)雨季前对所有脚手架进行全面检查，脚手架立杆底座必须牢固，并加扫地杆，外用脚手架要与墙体拉接牢固。(2)外架基础应随进观察，如有下陷或变形，应立即处理。9.3.8屋面工程(1)保温层的铺设必须避开雨天，并及时做找平层和防水层，以免保温层含水过多，影响保温隔热效果。如做防水前遇雨，应将保温层或找平层覆盖。雨后继续施工时，必须对保温层进行取样测含水率，含水率低于9%方可施工。(2)屋面尽可能避开雨季施工，并安好水落管，如果排水口不能及时安装，应在此处先铺一层卷材。(3)屋面施工沿雨水流向的逆方向进行。9.4、冬季施工措施9.4.158 对抹灰工程在抹灰砂浆中搀定量防冻剂或热水，并保证用热水时水温度不超过80℃。9.4.2涂刷工程尽量在晴天进行，并加入少量的食盐增加防冻性。9.4.3施工饰面工程时，砂浆使用温度不得低于5℃，且在砂浆硬化前采取防冻措施。9.4.4油漆工程施工时，在油漆中加入催干剂，在低温下，油漆不易稠化，应适当加热，且应搅拌均匀，调配量恰好为一日使用的量，施工完后至少保养两昼夜以上，直至油膜和干透为止。文明施工是建筑企业一个重要问题，是我们项目管理的重要内容，是生产效益和社会效益的双重保证。不文明的施工会直接影响工程质量。作为施工企业有责任为工程建设人员提供一个文明的环境。要求所有参与工程的人员必须遵守文明施工的有关规定及条例。文明施工管理9.5、文明施工管理措施(1)将施工现场临时道路须进行硬化，以防止尘土、泥浆被带到场外。设专人进行现场内及周边道路的清扫，洒水工作防止灰尘飞扬，保护周边空气清洁。建立有效的排污系统。(2)合理安排作业时间，在夜间避免进行噪音较大的工作。施工阶段作业噪声限值一览表（单位：分贝）(3)散装运输物资，运输车厢须封闭，避免遗撒。各种不洁车辆离开现场之前，须对车身进行冲洗。(4)施工现场设封闭垃圾堆放点，并予以定时清运。(5)设置专职保洁人员，保持现场干净清洁。现场的厕所卫生设施、排水沟及阴暗潮湿地带，予以定期行投药、消毒，以防蚊蝇、鼠害滋生。9.5.1现场消防保卫(1)严格遵守有关消防、保卫方面的法令、法规，配备专、兼职消防保卫人员，制定有关消防保卫管理制度，完善消防设施，消除事故隐患。现场设有消防管道、消防栓，楼层内设有消防栓，并有专人负责，定期检查，保证完好备用。(2)58 坚持现场用火审批制度，电气焊工作要有灭火器材，操作岗位上禁止吸烟，对易燃、易爆物品的使用要按规定执行，指定专人设库存放分类管理。(3)新工人进场要和安全教育一起进行防火教育，重点工作设消防保卫人员，施工现场值勤人员昼夜值班，搞好“四防”工作。把消防安全、保卫工作在此项目上提高到政治影响的高度上去考虑，现场杜绝任何可能出现的安全隐患，这是我们进入现场施工压倒一切的重要工作。制定成品保护措施是为了最大限度的消除和避免成品在施工过程中的污染和损坏，以达到减少和降低成本，提高成品一次合格率、一次成优率的目的。9.6、成品保护9.6.1成品保护责任及管理措施(1)项目经理部根据施工组织设计、设计图纸编制成品保护方案；以合同、协议等形式明确各分包对成品的交接和保护责任，确定主要分包单位为主要的成品保护责任单位，项目经理部在各分包单位保护成品工作方面起协调监督作用。(2)现场材料保护责任设备进场后由材料负责人负责保管，项目副经理和安全保卫部门进行协助管理，发送到分包单位的材料、半成品、设备，由各分包单位负责保管、使用。(3)结构施工阶段的成品保护责任结构工程分包施工单位为主要成品保护责任人，水电配合施工等专业队伍要有保护土建项目的保护措施后方可作业，在水电等专业施工项目完成并进行必要的成品保护后，向土建分包单位进行交接。对于一些关键工序（钢筋、模板、砼浇筑），土建、水电安装均要设专人看护及维修。(4)装修、安装施工阶段的成品保护责任及管理措施①装修、安装阶段特别是收尾、竣工阶段的成品保护工作尤为重要，这一阶段主要的成品保护的责任单位是装修分包单位，设备的成品保护的责任单位是水电安装的分包单位。土建和水电施工必须按照成品保护方案要求进行作业。58 在工程收尾阶段（一般是户门安装完后），分层、分区设置专职成品保护员。其它专业分包队伍施工完成后要经成品保护员检查确认没有损坏成品，签字后方准离开作业区域，若由于成品保护员的工作失误，没有找出成品损坏的人员或单位，这部分损失将由成品保护责任单位及责任人负责赔偿。②上道工序与下道工序（主要指土建与水电，不同分包单位间的工序交接）要办理交接手续。交接工作在各责任单位之间进行，项目经理部起协调监督作用，项目经理部各责任工程师要把交接情况记录在施工日记中。③接受进户作业的人员，必须严格遵守现场各项管理制度：不准吸烟。如作业用火，必须取得用火证后方可进行施工。所有入户作业的人员必须接受成品保护人员的监督。④施工人员在进行本道工序施工时，如需要碰动其它专业的成品时，必须上报项目经理部，项目经理与其他专业分包协调后，其他专业派人协助施工，待施工完成后，其他专业人员恢复其成品。⑤项目经理部制定季度、月度计划时，要根据总控计划进行科学合理的编制，防止工序倒置和不合理赶工期的交叉施工以及采取不当的防护措施而造成的互相损坏、反复污染等现象的发生。⑥项目经理部技术部门对责任工程师进行方案交底，各责任工程师对各分包的技术交底及各分包单位对班组及成品的操作交底的同时，必须对成品保护工作进行交底。⑦项目经理部对所有入场施工人员都要进行定期的成品保护意识的教育工作，依据合同、规章制度、各项保护措施，使施工人员认识到做好成品保护工作是保证自己的产品质量从面保证自身的荣誉和切身的利益。9.6.2主要施工项目成品保护(1)测量定位：定位桩采取桩周围浇筑砼固定，搭设保护架，悬挂明显标志以提示，水准引测点尽量引测到周围老建筑物上或围墙上，标识明显，不准堆放材料遮挡。(2)防水工程防水层施工时，防止较硬的物体破坏，施工完毕后，办理交接手续，及时做防水保护层。58 对防水砼工程砼浇筑完毕后，拆模时要注意不得碰坏施工企口缝，撞动金属止水带，并且对该部分成品采取有针对性的保护措施，办理交接手续，责任工程师要将实际情况记录在施工日记中，作为一个重点项目。(3)砌筑工程：在砌筑围护工程中，水电专业及时配合预埋管线，以避免后期剔凿对结构质量造成隐患，墙面要随砌随清理，防止砂浆污染，雨季施工时要用塑料布及时覆盖已施工完的墙体。变形缝砌筑时要随砌随清理缝侧多余砂浆，防止砂浆掉入缝中。(4)地面与楼地面工程①土建将安装完毕的木门框，用胶合板将1.2米以下框周围包钉好，防止碰撞，在地面施工时，要安排木工随时检查门框的位置、垂直度有无变动和错误，若有变动和错误，在施工过程中及时校正和修改。②运输砂浆或细石砼过程中，凡经过各类门口处时，推车要缓慢，防止撞坏门框。整体楼地面工程施工时，要加强对水电的各类管线、木门框的成品保护。整体楼地面面层压光后，要加强养护和封闭保护，养护期间严禁上人施工，等强度达到后严禁在其上面拌制砂浆。为防止墙面涂料、油漆对地面的污染，在其上层覆盖一层木屑进行成品保护。③水电进入二次安装时，对使用的人字梯、高橙的下脚要用麻布和胶皮包好，以防止滑倒碰坏已施工完成的地面。(5)门窗工程①木门框完成后，在1.2米以下用胶合板将框周围包钉好，防止碰撞，刷木门窗油漆时应将五金件用纸胶带或塑料布包裹地，门窗套与墙面交执着处贴纸胶带，以防止油漆对五金件及封面的污染，油漆涂刷后漆膜未干前要安排人看护，防止触摸。②铝塑门窗在安装前必须粘贴塑料保护胶带，以防止水泥砂浆的腐蚀和污染，在进行铝塑门窗与墙体的接缝处打密封胶时要及时清进多作的胶液。③在风天施工时要及时将门窗关闭好，以防止门窗玻璃打碎和门窗框松动、变形。④门窗玻璃要做好标识保护。58 对滴在窗台、地面的油漆要及时擦干净。(6)楼梯间、阳台、墙、顶棚涂料①墙面、顶棚涂料施工时要与水电、灯具、面板的安装穿插进行，其顺序为：顶棚涂料涂刷完成后，进行灯具、烟感、喷头等的安装，墙面在涂刷最后一遍涂料前，灯具、面板、空调等进行安装。灯具、面板安装时要戴清洁的白手套，以保持墙面、顶棚的清洁，并用塑料薄膜和胶带包裹好，由水电向土建进行交接，再进行最后一遍涂料施工。②墙面、顶棚涂料施工前应把地面清理干净，并用塑料布或报纸将地面覆盖，并对门窗进行包裹和保护，以便墙面涂料施工，防止对地面、门窗的污染。(7)卫生洁具安装时要与土建装修施工相交叉，因此，卫生洁具应在墙地面镶贴工程、吊顶工作、户门完成后进行安装。卫生洁具安装完成后，用塑料布和硬纸壳覆盖并用胶带封好，以防止施工人员的大小便及建筑垃圾的浸入，防止其它工序施工时的污染和损坏，成品完成后移交给土建成品保护专职人员看护。9.7、违约承诺我公司承诺如我公司在施工过程中未达到规定安全文明的约定，造成经济损失的，我方将承担一定的经济赔偿。第十章新技术应用与违约承诺我公司在施工过程中使用新技术新工艺，争取创建精品工程、一流工程，其中包括以下几个方面：1、轻骨料混凝土；2、高强钢筋应用技术3、现浇混凝土外墙外保温施工技术；4、碗扣式脚手架应用技术、5、高聚物改性沥青防水卷材应用技术；11、信息化应用技术等等，如果我方违约，我方将承担因我方失误给工程造成经济损失一定的经济赔偿。58 附表1、施工总平面图投标人应提交一份施工总平面图，绘出现场临时设施布置图表并附文字说明，说明工人宿舍、加工车间、现场办公、设备及仓储、供电、供水、卫生、生活、施工设备等设施的情况和布置。现场办公用房现场办公用房食堂工人宿舍设备及仓储工人宿舍工人宿舍盥洗、淋浴间加工车间供水厕所消防、安全、门卫大门58 2、临时设施一览表工程名称：庄河市栗子房镇800吨/天污水处理厂工程序号设施名称占地面积（平方米）建筑规模（平方米）建设标准（该项必须明确）使用时间1办公用房130110临建至工程竣工2宿舍265200临建至工程竣工3食堂7050临建至工程竣工4淋浴5040临建至工程竣工5厕所3030临建至工程竣工6仓库150160临建至工程竣工7消防设施2010临建至工程竣工8宣传栏55临建至工程竣工9开水点2020临建至工程竣工10门楼及大门4040临建至工程竣工11围栏780800临建至工程竣工合计注：1.投标人应逐项填写本表，指出全部临时设施用地面积、建设规模及建设标准。2.该表内容必须与总平面图相对应，表中所列不得缺项；若本表不够，可加附页。58 3、计划开、竣工日期和施工进度网络图58 4、劳动力计划表工程名称：庄河市栗子房镇800吨/天污水处理厂工程工种按工程施工阶段投入劳动力情况（单位：人）持证上岗率基础主体砌筑暖通电气设备钢筋工605015001100%模板工504530000100%砼工4056300010100%力工304020303020100%瓦工15125410200100%抹灰工15201035200100%架子工15202323153100%电焊工12203325100%设备工2444915100%测量工555553100%塔吊工122001100%电工5102015200100%注：1、本计划表是以每班八小时工作制为基础编制的。58 5、拟投入的主要施工机械设备、办公和检测设备表工程名称：庄河市栗子房镇800吨/天污水处理厂工程序号机械或设备名称型号规格数量国别产地制造年份额定功率（KW）生产能力用于施工部位备注1塔吊QTZ40型1山东2005年良主体2物料提升机1山东2008年良主体3钢筋弯曲机GJ40型1大连2007年良主体4钢筋切断机GJ40型1大连2007年良主体5电渣压力焊机UN-405大连2007年良主体6电弧焊剂BS-380/21KW2山东2007年良主体7翻斗车FCL/1T3山东2005年良主体8振捣器HZ-505沈阳2004年良主体序号办公和检测设备名称型号规格数量国别产地制造年份主要性能先进程度主要用途备注1电脑HP3组装2010年办公2打字复印扫描一体机HP12008年办公3电子经纬仪DJS3-11南京2009年办公4经纬仪J62南京2009年办公5水准仪S3-14南京2009年办公6测量尺10上海2011年办公7办公车辆皮卡22008年办公说明：此页不够可另附页。58 6、施工重点、难点、关键技术、工艺分析及解决方案工程名称：庄河市栗子房镇800吨/天污水处理厂工程序号施工重点、难点、关键技术、工艺解决方案及保证措施1土建施工重点为防水、保温工程做好专项施工方案严格执行，施工过程中做好技术交底工作2安装施工重点为管道的标高确定做好专项施工方案严格执行，施工过程中及时做好沟通345说明：此页不够可另附页58 7、合理化建议及意见表序号针对设计图纸、建设和施工管理方面的合理化建议和意见合理化建议1建议成立设计单位、监理单位、业主、施工单位四方技术专家小组，共同研究审定重要部位的施工方案，新技术、新工艺、新材料的应用及创优计划合理化建议2合理化建议3合理化建议4说明：此页不够可附页。核准通过，归档资料。未经允许，请勿外传！9JWKffwvG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^G89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z8vG#tYM*Jg&6a*CZ7H$dq8KqqfHVZFedswSyXTy#&QA9wkxFyeQ^!djs#XuyUP2kNXpRWXmA&UE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmUE9aQ@Gn8xp$R#͑Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz84!z89Amv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$U*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNuGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc^vR9CpbK!zn%Mz849Gx^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5ux^Gjqv^$UE9wEwZ#Qc@UE%&qYp@Eh5pDx2zVkum&gTXRm6X4NGpP$vSTT#&ksv*3tnGK8!z89AmYWpazadNu##KN&MuWFA5uxY7JnD6YWRrWwc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