厦门水上运动中心施工组织设计

※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※目　　录第一章编制依据…………………………………………………　02第二章工程概况…………………………………………………　03第三章施工部署…………………………………………………　07第四章项目组织管理机构………………………………………　14第五章施工总平面布置图………………………………………　16第六章劳动力、主要施工机具需要量计划……………………　17第七章施工准备工作……………………………………………　20第八章主要项目施工方法………………………………………　22第九章冬、雨季施工措施………………………………………　57第十章确保工期的主要措施……………………………………　61第十一章工程质量保证体系………………………………………　64第十二章确保质量的技术措施……………………………………　73第十三章确保施工安全的技术措施………………………………　79第十四章文明施工保证措施………………………………………　83第十五章工程内业资料归档整理…………………………………　86第十六章本工程施工及验收主要技术规范………………………　99第十七章工程时标网络进度计划表………………………………100★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※第一章编制依据（一）编制原则本施工组织设计是以当前工程建设最新法律法规《中华人民共和国建筑法》、《中华人民共和国招投标法》、《建设工程质量管理条例》为原则，按项目法施工进行编制。（二）编制依据1．厦门市水上运动中心工程说明文件等；2．国家现行《工程建设标准强制性条文》、施工规范、规程和验收标准；3．建设单位提供的中元（厦门）工程设计研究院有限公司的工程施工图纸；4．建设行政主管部门有关建筑施工的规程和规定；5．按照建筑工程施工预算及说明书（含工程规范及材料规范）编制。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※第二章工程概况厦门市水上运动中心工程，建设单位厦门市土地开发总公司，中元（厦门）工程设计研究院有限公司设计，建筑面积约2268.289m2.（一）工程设计概况建筑层数为地上4层；建筑物长16.05米；一层层高3.9米，二~三层高为3.6米；四层层高3米。结构工程：该工程设计抗震设防烈度7度；耐火等级地上为二级、地下为一级；基础形式采用钢筋混凝土冲（钻）孔灌注桩基础。结构采用钢筋混凝土框架结构，墙体采用承重空心砖。钢筋采用Ⅰ、Ⅱ、Ⅲ级三种，柱筋采用电渣压力焊接头；砼强度等级如下表：序号部位强度等级1冲（钻）桩C302基础垫层砼C15★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※3基础砼C404一～四层C255构造柱、过梁、压顶等小型构件砼C25建筑工程：（1）外墙装修做法：具体部位详见立面图标注。（2）内墙面作法表：层数一至四层楼地面楼地面做法详见工程做法表和平面装修料表室内装修装修见工程做法表及室内装修做法表顶棚顶棚材料及做法详工程做法表及室内装修做法表（3）屋面防水等级Ⅱ级。（二）工程特点和施工条件★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※1．施工条件施工场地：根据业主规划，整个占地规模较大。施工临时设施择地建设。现场根据工程道路规划在其位置修建施工临时道路，依施工需要设有一台施工电梯及各种材料加工场。施工临时排水：现场出入口设有冲洗车台，绕建筑物四周设有35cm*40cm(H)砖砌排水明沟，接至市政排水沟，以保证施工抽水排放及雨季排除积水。依文明施工要求进行施工，设置封闭围墙与门卫，进行封闭施工作业与保安管理，保证安全文明施工。现场办公室采用活动房，钢筋堆放区为混凝土硬化地坪，以确保钢筋不被污染，模板制作区也将采取铺垫碎石料辗压，以保证施作场地整洁，模板不污染，确保施作品质。2．工程特点本工程为长庚医院，施工项目较一般，结构为标准层，装饰装修工程较普通；工程规模和工程量较利于组织施工，工期330天，工作面较好展开，★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※本项目施工中应加强施工的动态管理工作。施工阶段将经历夏季高温及冬季，工期紧，因此要做好施工前准备工作，加强指挥调度，分级管理，责任到人，采取严密有效施工技术措施，各分项工程互创施工条件，抓好工序搭接和流水作业，优化施工工艺，及时组织劳力和材料运输，确保本工程有条不紊的施工，做到工程质量、工期、安全、文明施工四同步。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※第三章施工部署施工部署根据施工环境、工程特点、劳动力的技术能力作以下安排：（一）总体部署1．本工程我司将列为我司重点工程，采用项目法组织施工，首先委派具有施工管理经验的项目经理任本工程的项目经理，并配备踏实肯干、责任心强、严格按规范施工各专业施工技术人员组建精干高效的项目经理部。2．根据工程的规模、工期、工序的特点，劳力资源、材料组织在整个施工过程中列为重要议题。劳力资源根据工程进度的需要配置各种劳力，在各个分项工程开始前按照我司的《劳务分承包评定和选择程序》进行。材料供应，根据施工实际进度情况编制物资需用量计划，按《采购控制程序》、《业主提供产品控制程序》、《检验和试验控制程序》、《搬运、贮存、包装、防护和交付程序》进行材料采购验收、保管和发放。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※使人力、物力、机械能力、资金在施工平面和空间协调分配、合理组合、匹配适当、有序地进行。3．根据各阶段施工关键工程部位、重要工序编制进度及质量控制计划（如：现场假设工程配置、安全措施施工、砼浇灌、装修工程、门窗工程、防水施工），并报监理给予审批，做到质量、工期达到预期目标。项目经理部每天下班前召开一次生产计划落实协调会，抓计划、抓落实。（二）工程目标1．工期目标：为尽快发挥建设单位的投资效益，精心组织人力、物力、机械等多项资源，本工程保证在330个日历天完成各分项工程施工任务，并组织验收合格。2．质量目标：牢固树立“质量是工程建设的生命”的意识，实行目标管理，严格按照ISO9000质量体系运行，加强过程控制，认真贯彻国家工程建设标准强制性条文，各分项工程一次交验合格率100%，确保工程质量达合格等级以上。3．安全目标：安全以轻伤率控制在0.3‰★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※以内，无重伤、无死亡事故为目标，健全各级安全组织机构和配置专职人员，组织安全巡回检查，加强安全教育，严格执行JGJ59-99《建筑施工安全检查标准》的有关规定。4．其它各项指针控制如下表序号项目指标控制1现场管理现场按场容管理条例检查90分以上2劳动效率劳动效率125%～135%3消防不发生大小火灾事故4机械利用率95%以上5成本降低率5%（三）施工过程策划★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※1．施工程序框图施工准备测量放样土方工程基础工程主体结构装修工程砖墙砌筑竣工收尾安装工程配合预留预埋和安装调试2．本程的钢筋模板均在现场加工制作安装，采用商品砼。3．本工程的主要施工场地设在工程四周的空地上，现场拟布置1台人货两用施工电梯。4★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※．为加快施工进度，各分部分项工程在时间和空间上充分紧凑搭接，循环推进，严格交接班制度，相互爱护成品避免交叉污染；整个工程分以下五个施工阶段加以控制：准备工作20天打桩60天地基基础40天主体框架结构100天装饰屋面工程90天竣工收尾工程20天竣工验收种机5．工程质量确保达到一次性合格。（四）施工顺序1．基础工程场地平整→打桩→土方开挖→基础垫层→承台、地梁→回填土。2．上部主体结构工程放样→柱筋绑扎→模板安装→浇筑柱砼→绑扎梁板筋→浇筑梁板砼→养护→砌砖墙→结构主体中间验收。3．室内装修：结构处理→放样→贴灰饼冲筋→立门口安装门窗框→★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※墙面抹灰→天棚工程→地面清理→地面→镶踢脚板→门扇安装→油漆涂料→灯具安装→清理→竣工。4．室外装修：结构处理→砼面打底子灰→水泥砂浆找平层→外墙面砖及涂料→台阶散水→清理。（五）施工组织按项目法施工模式组织项目经理部内的施工诸要素，组建一支强有力的项目班子，对工程项目的质量、安全、成本等综合效益进行有计划的组织协调管理。工地建立现场办公室，统一指挥，建立定期碰头会制度，及时总结布置工作，协调处理有关进度、质量、安全及现场管理方面的问题。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※施工过程中，实行过程控制，控制施工节奏，组织均衡施工；为保证整个工程的工期得到有效控制，我司将采用倒计时方法编制施工进度网络计划，根据网络计划编制每十天为一个作业周期计划，在公司领导的协调、监控下，使本工程所需资源得到最佳配置，快速、优质、全面完成合同项目，为我司今后在洛江区工程建设中树立新形象。（六）施工过程质量控制严格工序管理，保证工序质量处于受控状态，确保分项工程质量一次达标。明确各类人员的质量职责，按质量责任制办事，采取奖罚措施，执行起来不留情面，技术规范要求落实得力，该整改就整改，该推倒就推倒，该退场就退场，“严”字当头，一丝不苟。1．施工质量控制依据的制定技术部门：施工技术性指导文件的编制质量部门：检验计划编制生产部门：施工技术交底书的编制与发放《质量计划》《施工组织设计》检验计划《质量计划》施工技术交底2．施工操作程控制★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※送报材料部门申请施工材料根据限额向班组发发放施工材料施工任务下发班组技术交底下达班组班组执行施工操作施工员签发施工任务书施工全过程监督检查，组织班组自检、互检施工全过程监督检查自互检合格自互检不合格返工或返修填写隐、预检申请书组织隐蔽工程验收对施工质量进行签认检验不合格检验合格施工员技术员质量预检隐蔽工程验收监理验收监理验收验收不合格验收合格返工或返修转入下道工序3．质量验收过程控制第四章项目组织管理机构★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※一、组织原则建立以项目经理为中心的“统一领导、分权管理”的施工管理机构，优化配置高效、高素质的项目管理领导班子，按照施工生产的规律对工程施工进行全员、全面、全过程的系统动态管理。二、项目部人员配置项目部组织主要由项目经理、技术负责人各一人，施工员二人、质检员一人，安全员一人、预算员一人组成，具体如下表：★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※项目组织管理机构人员一览表序号姓名职称（职务）项目管理职务1吴宝森工程师项目经理2丁杰明工程师技术负责人3潘泽龙工程师施工员4汤若象助工施工员5李永德助工施工员6杨志坚助工质检员7刘小玲助工试验员8邱军锋助工安全员第五章施工总平面布置图布置施工总平面图，即基础主体施工阶段和装饰工程二个阶段，分别进行现场布置（详见施工平面总布置图）1．临时设施：现场设置一★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※间保卫室、综合办公室、工具间等施工用房，出入口设洗车台以保证场内外整洁。2．根据结构、装修施工阶段需要机械量设1台施工电梯以解决材料的垂直运输。并配备砼搅拌机、砂浆搅拌机等机械。3．现场的排水系统，施工区排水明沟断面为300*（200～500）mm。电源接至现场施工配电室，再分支到现场配电箱。过马路时架空５米跨越。4．因现场用水量较大，水源用DN100钢管接入现场，现场支管用DN50～75钢管，水线过路时应设保护措施。5．施工临时道路利用厂区道路做为施工临时道路。第六章　劳动力、主要施工机具需要量计划表（一）各施工阶段劳动力组织配备（单位：人/天）工种基础主体装修工作内容★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※土方工15//人工修边清理土方防水工//8防水涂料施工木工20305支拆楼板、零星木作钢筋工20263绑扎墙柱和楼板钢筋砼工30386砼浇筑、过梁预制泥水工63540砌砖墙、内粉、内外墙贴面砖架子工/125外架、模撑、装修架搭拆油漆涂料工//25门窗油漆，天棚墙面涂料门窗安装//14门窗制作安装“三机”工444“三机”操作电工222施工用电布设维修、管理杂工665现场文明施工，清洁、搬运等★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※保卫人员222机料、进出场人员管理保卫（二）主要施工机具需要量计划表机具名称规格单位总需用量功率（KW）施工电梯SCD200/200台116.5*1塔吊SCD2台120.6*1砂浆机HJ200台27.5*2断钢机GB40台13*1弯曲机WJ40-1台13*1电焊机AT-SSS台123.4*1圆锯机MT106台23.5*2水泵3/2GC-5台23*2平板振动器ZW-5台21.5*2★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※插入式振动器台31*3手推斗车台18蛙式打夯机HW-60台2第七章施工准备（一）建设单位需解决的问题1．提供建设场地的红线桩，水准引点及有关资料；2．提供地质勘探和地下障碍物、管线及等资料；3．提供施工水源、电源；（二）生产准备1．按照总平面布置图施工机具，设施就位。2．电源接入按三相五线制，由施工临时配电室接到分配电箱，再根据每台机械设备的电机功率采用橡皮线接至各台设备。水源用100管接入现场，再现场布置引至各支管。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※3．施工道路在新建厂区道路路基处先垫200MM厚天然级配砂石。4．本工程砼、水泥、钢筋、装饰材料、防水、水泥、钢筋、外加剂、预埋构件、预埋件的工程用量大，因此，我司将多联系几家供货商，并同供货商商定进场计划，保证砂石子、水泥、钢筋的进场按计划量、按时进行，保证材料供应充足，不影响施工进度。5．落实机械使用保养责任制，实行操作证制度，并严格执行技术规定，保证机械的正常使用，为施工的顺利进行创造条件。（三）技术准备1．组织公司和项目部两级职能部门的有关工程技术人员，认真学习研究施工图纸、工程地质报告、与工程有关技术资料和招标文件。高度集中我司的智能，对本工程要分部分项的施工组织设计及业主明示要求和隐含要求进行深入研究，提出最佳方案，一切以顾客为中心，保证让业主满意。2★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※．认真做好设计交底、施工技术交底工作，对准备进场人员进行安全教育及技术培训。3．编制重要分部分项工程（安全防护措施施工、砼浇灌、装修工程、门窗工程、防水施工等）的施工组织设计，编制内容组织有方、流水有序、措施得力的施工作业技术方案。4．检查验收红线桩及水准点。现场设的水平标高、方位控制点，用砼墩妥善保护，设明显位置。对工程轴线位置、标高相对厂区已建建筑物位置进行复测、复核。5．提出成品、半成品、材料（砂、石子、防水、水泥、钢筋、外加剂、预埋构件、预埋件等）加工和进场计划及技术资料。6．按照组织的货源和进场材料，及时进行原材料的物理、化学性能检验，按照施工图纸的设计要求，根据分项工程施工部位做好砼、砂浆配合比。第八章主要项目施工方法★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（一）轴线标高测量放样组建专业测量小组，配备DS3水准仪一台，，J-2电子经纬仪一台。根据建设单位提供的测量控制点（复核无误后）进行引测。1．本工程测量放样根据甲方提供的水准点及坐标控制点进行引测；现场设3个水准控制点，测量由项目部技术负责人主测，质检员复测。2．水准控制点设在不受振动、不受人车行走影响、距回填土边线大于15m地基坚实处。测量时对水准点进行互相校核，并定期对水准点进行复核。水准测量时注意水准视线长度不大于65m。3．平面控制：（1）建立局部直角坐标系统。为了简化设计点位的坐标计算和现场便于建筑物放样，该局部系统坐标轴的方向应严格平行于建筑物的主轴线或街道的中心线。施工方格网布设应与总平面图配合，以便在施工过程中能够保存最多数量的控制桩。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（2）建筑物基础上的平面与高程控制A.建筑物基础上的平面控制:用经纬仪由外部控制点向基础表面引测,为了解决标桩与基础之间的通视问题，应在基础上直接标定起算轴线标志。轴线的延长控制点要准确，标志要明显，并要保护好。用DJ2级经纬仪投测。测量仪器要进行严格的检验和校正。测量时尽量选在早晨，傍晚、阴天、无风的气候条件下进行，减少旁折光的影响。B.建筑物基础上的高程控制:本工程采用二级水准测量确定水准标面的标高,水准网的主要技术要求应符合工程测量规范,高程控制的水准点应满足基础整个面积之用,而且还要高精度的绝对标高.水准测量还应做好野外记录,观测结束后及时计算高差闭合差应小于测站数。4．主体工程的平面与高程控制(即竖向测量):★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※A．本工程采用铅垂仪逐层向上引测轴线和控制结构的竖向偏差。在+0.000首层地面上以靠近建筑结构四周的轴线为准。B．利用钢尺将标高向上传递,在柱筋上标注结构面+0.500水准点,作为模板安装的依据.C．墙体开始砌后在墙上打上+0.500标高线,作为门窗安装、室内装修、楼地面施工的依据。5．动态施工标高控制基坑（槽）开挖时，架设水平仪控制开挖的深度，并在基坑（槽）土壁上钉水平控制桩，打上同一标高，来修整坑底。基坑（槽）在基底钉短钢筋，短钢筋面同垫层面标高平，作为垫层面的标高控制依据。采用经纬仪、卷尺、水平仪进行预埋件（包括套管、预埋钢板、螺栓等）和预留洞口的安装前的定位和安装后的复核，切实保证位置、标高准确，以保证质量。6．沉降观降：★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※沉降观测所依据的水准点必须坚固稳定。水准点尽量不少于3个，以组成水准网。沉降观测中尽量定人定时定仪器，采用固定方法及路线。主体施工时，根据设计要求埋设沉降观测点，主体每施工一层观测不少于一次，装修期间每月观测不少于二次，至工程竣工后再观测一次。观测结果及时报送设计院。观测的原始记录必须完整入文件保存，并整理观测结果，画好沉降曲线图。施工中如出现沉降量异常变大时，立即向甲方、设计单位的反映，并暂停施工，直到找出原因为止。（二）土方工程基础施工程序：垫层基础梁桩基础挖土上部工程1．基础土方采用机械开挖，人工修整。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※基坑土方开挖应注意保持基坑底土的原状结构，采用机械开挖时，基坑底面以上5～10CM厚的土层，应采用人工清除，避免超挖或破坏基土。如局部有软弱土层或超挖，应进行换填，并夯实。2．由于施工场地有限，基础土方及时外运，确保场地信道畅通。3．土方开挖前，做好测量放线工作，龙门板桩应离基坑边缘1.5～2M位置。灰线、标高轴线应进行复核检查验收后，方可破土施工。4．土方开挖时，为避免水或施工用水流入基坑内，需在建筑物四周设置挡水坎，以防止雨水或施工用水流入坑内，而基坑内应设置降水点，以便将雨水或地下水排出坑外。5．基坑的验槽、基轴线、尺寸和土质应符合设计规定，坑内的浮土、积水、淤泥、杂物应清除干净，应通知设计单位进行验槽。6．基础施工期间如遇下雨用潜水泵及时抽水排出，防止基坑浸泡，并向甲方报告，挖除表面烂泥，根据甲方及相关部门的意见进行处理后方可施工垫层。根据现场地形做好场地排水，同时防止地面水流入基底。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（三）基础工程1、垫层砼在验槽后立即浇筑，以保护地基，砼宜用平面振动器振捣，要求表面平整。垫层砼达到一定强度后，在其上弹线、支模。3．基础钢筋工程钢筋加工制作在工地现场进行，并按施工布置图的位置搭设加工棚进行加制作，纵向钢筋在长度不够时，接头采用电弧焊。1）基础承台钢筋a按设计间距在垫层上划线排放横向钢筋，排放时要注意弯钩朝上，不倾向一边，但双层钢筋网的上层钢筋钩应朝下。b基础四周两根钢筋交叉应每点绑扎，中间部分每隔一根呈梅花绑牢；双向主筋的钢筋网，则需将全部钢筋相交点扎牢。绑扎时应注意相邻绑扎点的铁丝扣要成“八”字形（或左右扣绑扎），以免网片歪斜形。c钢筋网的长向钢筋应放在短向钢筋的下面。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※d现浇柱与基础连接用的插筋下端，用90º弯钩与基础钢筋进行绑扎，柱插筋位置应用钢筋架成井字形固定点焊牢固，以免造成柱子轴线偏移。3）基础承台、基础梁钢筋绑扎允许偏差和检验方法如下表项目允许偏差检查方法网眼的长度、宽度±10尺量检查网眼尺寸±20尺量连续三档取其最大值骨架的宽度、高度±5尺量检查骨架的长度±10尺量检查受力钢筋间距±10尺量两端中间各一点其最大值排距±5绑扎箍筋、构造筋间距±20尺量连续三档取最大值钢筋弯起点位移20尺量检查★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※受力筋保护层底板±10尺量检查基础±104．基础砼浇灌砼采用预拌砼，砼进场后应由监理进行抽检，合格后方可使用于本工程中。1）施工现场设专人负责验收数量和质量，施工时浇筑砼应由一侧向另一侧浇筑。2）在浇筑砼前，模板和钢筋上的垃圾、泥土和钢筋上的油污等杂物要清除干净，模板浇水加以湿润。砼宜分层连续浇灌完成，按规范要求分层浇筑，振捣密实。3）在浇筑中部位桩基础及基础梁砼应采用铺设架道的形式，避免人为因素踩踏未终凝的砼，而影响基础砼强度和质量，砼浇灌完毕，外露表面应覆盖浇水养护。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※4）基础施工期间如遇下雨用潜水泵及时抽水排出，防止基坑浸泡，并向甲方报告，挖除表面烂泥，根据甲方及相关部门的意见进行处理后方可施工垫层。根据现场地形做好疏导，使场地排水畅通，同时防止地面水流入基底。（四）主体工程主体工程施工工艺流程图设计如下：测量放样立柱墙钢筋安柱墙梁板模板浇筑柱墙砼安放梁板钢筋浇筑梁板砼水电预埋件制作水电安装工程预埋养护接上层框架1．模板工程1.1柱子模板拆安施工操作工艺柱侧模采用18厚九夹板，竖向楞木用50×100楞木间距400。柱箍采用Φ48钢管，间距500（第一道距地面200），中部加设Φ12穿柱螺栓间距不大于5★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※00。模板体系的计算（详见分项工程设计计算）工艺流程：（1）按标高抹好水泥砂浆找平层，按柱模边线做好定位墩台，以保证标高及柱轴线位置的准确。（2）安装就位预拼成的各片柱模：先将相邻的两片就位，就位后用铁丝与主筋绑扎临时固定；用U形卡将两片模板连接卡紧；安装完两面模板后再安装另外两面模板。（3）安装柱箍（4）安装拉杆或斜撑。柱模每边设2根拉杆，固定于楼板预埋钢筋环上，用经纬仪控制，用花篮螺栓校正柱模垂直度。拉杆与地面夹角宜为45°，预埋钢筋环与柱距离宜为3/4柱高。中部加设Φ12穿柱螺栓（5）将柱模内清理干净，封闭清扫口，办理柱模预检。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（6）柱子模板拆除。先拆掉柱模拉杆（或支撑），再卸掉柱箍，把连接每片柱模的U形卡拆掉，然后用撬杠轻轻撬动模板，使模板与混凝土脱离。1.2梁板模板拆安施工操作工艺（1）梁板模及侧模、板模均采用18厚九夹板，梁、板底部支撑采用满堂钢管支撑体系。板底二纵横向木楞支撑，上排为50×100＠500。下排为60×120＠1000。模板体系的计算（详见分项工程设计计算）（2）梁板模的施工要求：A据柱弹出的轴线、梁位置和水平线，安装柱头模板。B按配板设计在梁下设置支柱，当梁跨度大于或等于４m时，跨中梁底处应按设计要求起拱；如设计无要求时，起拱高度取梁跨度的1%~3%。主次梁交接时，先主梁起拱，后次梁起拱。C底层支柱应支在平整坚实地面上，并在底部加垫脚手板，并设对拔木楔楔紧，调整标高，分散荷载，以防发生下沉。支柱之间根据楼层高度，在4.5m以内设二道水平拉杆和斜拉杆，高于★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※4.5m应适当增拉杆加或采用钢管脚手管扣件支顶模板。D根据墨线安装侧模板、压采用对拉螺栓在梁侧中部设置通长横楞，用螺栓紧固。（3）板模板安装A模板的外侧弹水平线，其标高为楼板板底标高减支模板厚和搁栅高度，再按墨线钉托木。B板底部搭设满堂脚手架在梁两侧应设两根脚手杆，以便固定梁侧模，板支模同一般梁板支模方法。本法多用于定型组合钢模板配套使用。C板模板支好后，应对模板的尺寸、标高、板面平整度、模板和立柱的牢固情况等进行一次全面检查，如出现较大尺寸偏差或松动，应及时纠正和加固，并将板面清理干净。D检查完后，在支柱（顶撑）之间应设置纵、横向联合水平拉杆和斜拉杆，以保持稳定。水平拉杆一般离地500MM处一道，以上每1.6~2.0M设一道。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（4）梁板模板拆除：A拆模顺序一般应后支的先拆，先支的后拆；先拆除非承重部，后拆除承重部分。B板模板及其支架拆除，当梁、板跨度等于或小于8Ｍ时，应达到设计砼强度等级的７０％；当跨度大于８Ｍ时，应达到100%；梁侧非承重模板应在保证混凝土表面及棱角不因拆模而受损伤时，方可拆除。C当上层楼盖正在浇混凝土时，下层楼板的模板和支柱不得拆除，再下一层楼板的模式板和支柱应视等浇混凝土楼层荷载和本楼层混凝土强度而定，如荷载很大，拆除应通过计算确定。1．3主体模板允许偏差和检验方法如下表：项目允许偏差（mm）检验方法★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※轴线位移3尺量检查标高+2~－5水准仪或拉线和尺量检查截面尺寸+2~－5尺量检查每层垂直度3用2米托线板检查表面平整度52米靠尺和楔形塞尺检查预埋件钢板位移3拉线和尺量检查2．主体框架钢筋工程本工程钢筋使用Ⅰ级钢、Ⅱ、Ⅲ级钢三种。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（1）准备工作：钢筋工程是保证整个建筑物结构安全的关键，施工前应认真学习设计图纸，领会设计意图，在搞清结构配筋的基础上着手进行钢筋抽筋翻样，确定使用部位、断料尺寸，规格数量等。经复核无误后交付加工制作。绑扎前根据图纸核对配料样本并检查已加工的钢筋是否齐全，避免造成中途停工待料，安装时必须进行技术交底，明确绑扎顺序、方法及注意事项，钢筋绑扎设专人管料，专人指挥安装。（2）钢筋接头：根据本工程结构设计施工图的要求，柱钢筋采用电渣压力焊连接，梁筋采用电弧焊。框架梁纵向钢筋接头应采用电弧焊连接，同一截面接头的面积，不得大于梁顶或梁底纵筋总面积的1/2，接头位置：下铁在支座；上铁在跨中1/3跨度范围内。其它注意事项：钢筋焊接连接应满足《钢筋焊接及验收规程》（JGJ18-96）。（3）钢筋的锚固与搭接除满足结构要求外，要特别注意满足三级抗震设防要求。（4）钢筋保护层：保护层采用塑料保护层垫块，其厚度等于构件保护层厚度。构件保护层厚度详见结构施工图中结构设计总说明关于钢筋保护层厚度的说明。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（5）钢筋工程属于隐蔽工程，在砼浇筑前应对钢筋及预埋件进行验收，并做好隐蔽工程记录。（6）钢筋现场绑扎A．柱筋绑扎a、柱竖筋要保证上下钢筋轴心不位移，小于等于2mm；搭接的钢筋一般头上应按要求弯折以保证轴心不偏，决不允许不经弯折即绑扎上去，箍口应交错布置竖向钢筋上，箍筋转角与纵筋交叉点用十字绑扎扣扎牢，或相互间扎成八字形斜扣，绑扎完后再挂上保护层垫块。箍筋根据抗震要求加工成135度弯钩。b、钢筋的搭接要求应满足图纸上的要求。c、当柱截面有变化时，其下层柱筋的露出部分，必须在扎梁筋之前先行收缩准确。B．梁与板的钢筋绑扎：绑扎顺序：主梁-次梁-板筋★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※a、主、次梁钢筋位置应为主梁上下铁在下，次梁上下铁在上。若主次梁的钢筋大于、等于两排时，两排筋之间应垫大于、等于φ25的短钢筋，以保证其设计净距（或按设计）。b、梁的箍筋箍口应交错布置在梁架主筋的两侧，扎法同柱箍筋。c、板筋绑扎时应做到受力方向筋或短向钢筋在下，分布筋或长向钢筋上，板和墙的钢筋网绑扎相同，除靠近外围两行钢筋的相交点全部扎牢。d、主梁、次梁和板钢筋交叉外，板筋在上，次梁筋居中，主梁筋下。e、框架节点外钢筋十分稠密时，应特别注意梁顶面主筋间的净距离要保证不小于30mm，以利于砼浇筑。f、板筋有双层时，两层间应用钢筋马凳加以支撑板的上铁，保证板上铁到位。（7）钢筋安装质量检查：★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※A、根据设计图纸检查钢筋的型号、直径、间距、根数是否正确，特别要注意负筋的位置。B、检查钢筋接头的位置及搭接长度，锚固长度及构造要求是否符合设计要求，同时绑扎接头的受力钢筋截面面积占受力钢筋总截面面积百分率应符合下列规定。①受拉区不得超过25%，受压区不得超过50%；②检查砼保护层垫块是否符合要求。③钢筋表面不允许有油渍和颗粒铁锈。钢筋绑扎是否牢固，有无松动变形现象。（8）梁板钢筋允许偏差及检查方法项目允许偏差检查方法网眼的长度、宽度±10尺量检查网眼尺寸±20尺量连续三档取其最大值★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※骨架的宽度、高度±5尺量检查骨架的长度±10尺量检查受力钢筋间距±10尺量两端中间各一点其最大值排距±5绑扎箍筋、构造筋间距±20尺量连续三档取最大值钢筋弯起点位移20尺量检查受力筋保护层梁±5尺量检查板±33．主体砼工程砼采用现场搅拌。砼工程施工主要抓好以下环节：①、砼质量控制及验收：A、每次浇筑提供配合比以及原材料各项试验报告，经换算为施工配合比后，方可进行砼的拌制。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※B、施工现场设专人负责验监督砼配合比和质量。C、砼浇灌：浇筑时，搭设路架，禁止操作人员踩筋，影响结构工程的质量。A、柱子：浇筑一排柱子时，应从两端同时开始向中间推进，柱子应沿高度一次浇筑完毕，当柱浇筑高度超过3米时，应用串筒，砼卸料垂直距离超过2米时在侧模开设捣固孔。B、梁板砼浇筑：梁、板的砼应同时浇筑，先将梁的砼分层浇筑成阶梯形向前推进，当起点的砼达到板底位置时，即与板的砼一起浇筑，随着阶梯的不断延伸，板的浇筑也不断向前推进，浇筑时严禁踩踏板面钢筋，板的浇筑应根据标高随捣随找平抹光。C、砼浇筑时应组成专人指挥，砼标号不得搞错，同时也不得出现冷缝。D、砼试块的留设应根据砼的工程量，按"钢筋砼工程施工及验收"规范的有关规定执行，供强度等级检定。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※③砼的振捣：砼的振捣采用软轴振动器捣柱。振动器的操作应做到"快插慢拔"每一振点的振捣延续时间，应使砼表面呈现浮浆和不再没落；振动器的移动间距不宜大于振动器作用半径的1.5倍，并应避免碰撞钢筋、模板、预埋件等。振动器插入下层砼内的深度不小于50mm，表面振动器的移动间距应保证振动器的平板能覆盖已振实部分的边缘。④浇筑混凝土时，防止踩踏楼板、楼梯弯起负筋、碰动插筋和预埋铁件保证钢筋和预埋件位置正确。⑤不得用重物冲击模板；过道应搭设跳板，不得在梁和楼梯步模板吊板上行直或踩蹬，保证模板牢固和严密。⑥浇筑混凝土完毕，强度达至1.2Mpa以上方准在其上进行下一工序操作和堆放少量物品。⑦砼的养护：★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※为确保已浇筑好的砼在规定的龄期内达到设计要求的强度，同时也为了防止产生收缩裂缝，必须认真做好砼的养护工作。砼养护应加以覆盖和浇水十四昼夜以上，养护用水同浇筑砼所用的水相同，不得使用污水或对砼构件有腐蚀的水。新浇砼必须在强度达到1.2N/平方毫米以后才允许在其上作业，但不得冲击砼。（五）砌体工程1、承重空心砖进场时应具有出厂合格证，同时按规定数量抽样检查，强度必须符合设计要求。2、承重空心砖在运输中要防止倾倒，严禁止拋掷，避免缺棱掉角，现场堆放场地应坚实平坦。3、砂浆严格按配合比搅拌，随拌随用，禁止使用隔日砂浆。4、施工方法★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※1）砌筑前应对砌筑的基层进行清扫干净并浇水混润，以保证与砌体的结合。2）砌筑顺序：弹线放样→安皮数杆挂垂线→试摆→砌筑。3）操作前要对砌筑用砖先行润湿，禁止干砖上墙。4）砌筑内墙用人字梯及架板相配合搭架，砌筑外墙用双排钢管架，砌筑时要求每皮进行拉线，灰浆饱满，上下两皮竖缝错开1/2砖，灰缝大小需符合规范要求，并用2m靠尺经常检查平整度，发现偏差及时调整。5、技术要求1）当墙体净长大于5m，应在墙体中部增设构造柱，当墙高大于4m时，应在墙高中部增设与柱连接的通长钢筋砼水平圈梁。2）门窗洞钢筋砼过梁严格按施工图要求设置，门窗洞四周按铝合金门窗加固件要求留置实心混凝土砌块。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※3）墙体施工时应注意墙面预留洞口，严禁砌后凿打。4）墙体交接处和转角处尽量同时砌筑，对不能同时砌筑应砌成斜槎长度不少于高度的2/3。5）本工程墙厚有不同时，应注意不同墙厚的相互交接的搭接处理。6）砌体的灰缝应做到横平竖直，全部灰缝均应填铺砂浆。水平灰缝的砂浆饱满程度，不得低于90%，竖直灰缝的砂浆饱满程度，不得低于60%。严禁用水冲浆灌灰缝。砌体水平灰缝的厚度和竖直灰缝的宽度应控制在8~12mm内。7）砌筑灰浆一般以混合砂浆为好，稠度一般控制在5~7cm为宜，当气候异常时，可适当地加入减水剂、塑化剂等。砂浆必须搅拌均匀，随拌随用，水泥砂浆应在初凝前用完，混合砂浆应在4h内用完。8）在每一楼层或250m3★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※的砌体中，对每种强度等级的砂浆，至少制作一组试块，如砂浆配合比变更时，也应制作试块以便检查。9）框架填充墙或隔墙。沿墙每隔60cm应与砼柱墙预留的钢筋拉结，筋伸入墙体内长度不应小于60cm，当砌至最后一皮（即梁底时），用厂家订做砌块楔紧。6、钢筋砼构造柱施工，应遵守下列规定：1）在砌筑楼、地面第一皮砌块时，在构造柱位置侧面应预留清扫孔，浇筑砼前，必须将砌块构造柱孔洞内的杂物清除，并用水清洗干净，校正钢筋位置并绑扎固定。2）构造柱钢筋应与基础梁楼板梁的预埋钢筋搭接。上下楼层的钢筋可在圈梁下部搭接，搭接长度不少于35d。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※3）构造柱砼应在砌完一个楼层高度后连续浇灌。浇筑前，应先注入适量的水泥浆，砼塌落度应不少于50mm，并应定量浇筑。每浇筑40-50cm高度应捣实一次，或边浇筑边捣实。（六）内装修、装饰工程室内粉刷1、基层处理：1）基层为砼面：先将表面尘土、污垢、油渍等清除干净，随后用净水冲净、晾干。然后用接口剂调成糊状，用扫帚将砂浆甩到砼面，其甩点要均匀，终凝后浇水养护，直至其有较高的强度，用手掰不动为止，方可进行抹灰粉刷。2）基层为砌块墙面：先检查并堵好墙面孔洞，检查墙面凹凸情况，对凸出墙面的砖或砂浆要剔平。将墙面上的灰尘、污垢、油渍等清理干净。3）施工顺序：吊垂线→找规矩→贴灰饼→冲筋→拌砂浆。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※4）套方、吊直，做灰饼（打墩）。抹灰层灰前必须先找好规矩。即四角规方，横线找平，立线吊直，弹出基准线和墙裙，踢脚板线。属于中级和高级抹灰时，可先用托线板检查墙面平整、垂直程度。对于高级抹灰，应先将房间规方，一般可先在地面上弹出十字结作为准线，并结合墙面平整、垂直度大致确定墙面抹灰厚度，进行称线“打墩”，“打墩”时应先在左右墙角上各做一个标准墩，然后用线锤做墙下角两个标准墩之间通线，每隔1.2-1.5m左右及门窗口阳角等处上下各补做若干个砂浆墩。5）墙面冲筋（打拦）：待砂浆墩结硬后，使用与抹灰层相同的砂浆，在上下砂浆墩之间做宽约30-50mm的灰砂带，并以砂浆墩为准用压尺推平。冲筋（打拦）完成后，应待其稍干后才能进行墙面底层抹灰作业。6）★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※做护角：根据砂浆墩和门框离墙面的空隙，用方标尺方后，分别在阳角两边吊直和固定好靠尺板,抹出水泥砂浆护角，并用阴角抹子推出小圆角，最后利用靠尺板，在阳角两边50mm以外位置，多余砂浆切除、清净。7）抹底层灰和中层灰：在墙体湿润的情况下抹底层灰。必须保证冲筋的强度达到后，再按设计要求用1：25水泥砂浆。底层厚度宜为6mm。中层灰10-15mm厚，然后以冲筋（打拦）为准，用压尺刮平找直，用木磨板磨平后，应全面检查其垂直度、平整度、阴阳角是否方正、顺直，发现问题要及时修补（或返工）处理。对于后做踢脚线的上口管道背后位置等应及时清理干净。（七）涂料工程1）清理基层：墙面应剔凿补平，表面的浮灰、砂浆等杂质必须清除干净。2）修补墙、柱表面：修补前，先涂刷一遍用三倍水稀释的107胶水。然后，用水和石膏将墙柱表面的坑洞、缝隙补平，干燥后用砂纸将凸出处磨掉，将浮尘扫净。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※3）墙面刮腻子：刮腻子一般为两遍，第一遍用拌灰钢匙横向满刮，一刮板紧扣一刮板，接头不得留槎，每刮一刮板最后收头要干净，干燥后磨砂纸，将浮腻子斑迹磨平磨光，再将柱墙清扫干净。第二遍用抹灰钢抹子竖向满刮，所用材料及方法同第一遍，干净后用砂纸磨，并扫干净。乳漆质量的好坏在于刮腻子是否结实平整，因此应做到细工出精品。4）刷第一遍漆：涂刷顺序是先刷顶板后刷墙柱面，墙柱面是先上后下。漆用排笔涂刷。使用新排笔时，将活动的排笔拔掉。乳胶漆使用前应搅拌均匀，适当加水稀释，防止头遍漆刷不开。由于水泥胶漆膜干燥较快，因此应连续迅速操作。涂刷时，从一头开始，逐渐向另一头推进，要上下顺刷，互相衔接，后一排笔紧接前一排笔，避免出现干燥的接头，待第一遍水泥胶漆干燥后，复补腻子。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※5）刷第二遍漆：第二遍水泥胶漆操作要求同第一遍。使用前要充分搅拌均匀，未干前，不得清扫室内地面，以免尘灰粘污。6）涂刷时要上下顺刷，后一排笔紧接前一排笔，大面积涂刷时，应配备足够人员，互相衔接，接槎要处理好。以免尘土粘污柱面，干燥后不得向墙柱面泼水，以免沾污或受潮。（八）外墙装修外墙面砖施工外墙面砖施工时采用由上而下的施工顺序，其工序为：基层处理→吊线做冲筋→找平层→划线分格→（调整使得外墙面窗边为整砖）1、找平层做法同水泥砂浆粉刷做法。水泥砂浆镶贴釉面砖。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※2、饰面砖应表面平整、边缘整齐，棱角不得损坏，并应具有产品合格证，外墙面砖表面应光洁，质地坚固，尺寸、色泽一致，不得有暗痕或裂纹，其性能指针均应符合现行国家标准的规定，吸水率不得大于10%。3、墙面和柱面安装饰面板，应先找平，分块弹线，并按弹线尺寸及花纹图案预拼和编号。4、饰面砖镶贴在湿润、干净的基层上，并应根据不同的基体进行处理。5、饰面砖镶贴前应先选砖预排，以使拼缝均匀，在同一墙面上的横竖排列，不宜有一行以上的非整砖。非整砖行应排在次要部位或阴角处。6、外墙面砖镶贴前应将砖的背面清理干净，并浸水两小时以上，待表面晾干后方可使用，外墙面砖用1：2水泥砂浆厚度为6-10mm，镶贴用的水泥砂浆可掺入不大于水泥重量15%的石灰膏以改善砂浆的和易性。7、粉刷涂料★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※前必须找准标高，垫层底尺，确定水平位置及垂直竖向标志，挂线镶贴，做到表面平整，不显接槎，接缝平直。9、外墙涂料分项工程阳角位置饰面砖应留45°斜角，而后使阳角涂料接缝平直，美观。（九）楼地面施工1．水磨石楼地面：A．施工顺序：基层打底找平-排砖、弹线分格-水磨石面层-养护。B．基层清扫干净，浇水湿润，并根据地面标高在四周、中间贴好灰饼，注意留出面砖厚度，然后用1：3砂打底，用木抹表面搓平并划毛。C．铺抹时先均匀扫素水泥浆一道，随扫随抹砂浆，用木械根据灰饼刮平，并用木抹子作圆圈状搓揉，使面层与基层贴实。D．面砖在铺砌前2~3小时，从浸水中取出阴干待用。E．铺面层：根据排水磨石尺寸弹线，拉线铺砌，要求灰缝均匀，一般★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※从门口或中线开始向里或两边铺砌。铺砌时按线走齐，随铺随清理干净。F、面层铺砌完24小时浇水养护，3~4天不准上人走动。（十）门窗工程铝合金窗：1施工准备1）铝合金窗、防腐材料、填缝材料、密封材料、保护材料、清洁材料等应符合设计要求和有关标准规定。2）窗洞口已按设计要求施工完毕，并已画好门窗安装位置墨线。3）检查铝合金窗，如有表面损伤、变形及松动等问题，应及时进行修整、校正等处理，合格后才能进行安装。2、操作工艺1）防腐处理：窗框四周侧面★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※防腐处理如设计有要求时，按设计要求执行。如设计无专门要求是，在窗框四周侧面涂刷防腐沥青漆。连接铁件、固定件安装用金属零件，除不锈钢外，均应进行防腐蚀处理。2）就位和临时固定：根据窗安装位置墨线，将窗装入洞就位，将木楔塞入窗框与四周墙体间安装缝隙，调整好窗的水平、垂直、对角线长度等位置及形状偏差符合检评标准，用木楔或其它器具临时固定。3）窗框与墙体的连接固定：用连接铁件与预埋件焊接固定，铁脚至窗角的距离不应大于180mm，铁脚间距应按设计要求或间距应不大于600mm。4）窗框与墙体安装缝隙的密封：窗安装固定后，应先进行隐蔽工程验收，检查合格后再进行窗框与墙体安装缝隙的密封处理。窗框与墙体安装缝隙的处理，如设计有规定时，按设计规定执行，如设计未规定填缝材料时，应填水泥砂浆，如室外侧留密封槽口，填嵌防水封胶。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※5）安装五金配件齐全，并保证其使用灵活。6）安装窗扇及窗玻璃：窗扇及窗玻璃的安装应在洞口墙体表面装饰工程完工后进行。（十一）屋面工程细石砼防水层施工（一）作业条件1、基层水泥砂浆找平层须干燥。2、基层表面清洁平整，用2m直尺检查，最大空隙不应大于5mm，不得有空鼓、开裂及起砂、脱皮等缺陷。（二）操作工艺１、工艺流程清理基层→涂刷底胶→刮第一度涂膜层→刮第二度涂膜层→闭水试验。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※２、清理基层基层表面凸起部分应铲平，凹陷处用水泥聚合物砂浆填平，并不得有空鼓、开裂及起砂、脱皮等缺陷。如沾有砂子、灰尘、油污应清除干净。４、。细石防水层（２）细石砼的施工：在固化24小时后对所的空鼓、气孔、砂、卷进涂层的灰层伤痕和固化不良等进行修补后刮涂第二遍细石砼，方向必须与方向垂直。总厚度按设计要求，一般应控制在2mm左右。顺序是先立面后平面。（３）细石砼固化后，抹20mm厚水泥砂浆保护层，起到保护涂层的作用。（４）特殊部位处理：突出地面、墙面的管子根部、地漏、排水口、阴阳角、变形缝等薄弱环节，地漏等尺寸、形状相同并将周围加宽200mm的布，★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※套铺在管道根部等细部。同时细石防水砼，常温18分左右表面干后，经干燥后，即可进行大面积细石砼防水层施工。第九章雨季施工措施做好雨天施工准备工作，对各种防雨、防冻设备、器材、临时设施进行检查，及时购置，修整；雨天设专人值班，及时发现，及时改进，确保质量；雨天不进行防水层施工。（一）基础工程1．土方工程施工时，在基坑四周设排水沟，沿基坑四周做好挡土埂，防止地面雨水流入槽内，每隔20M挖一集水坑，配备污水泵将雨水抽出排向市政雨水井。2．雨天中指派专人负责，随时随地及时疏浚，确保施工现场排水畅通。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※3．雨季时注意边坡稳定。必要时采取适当放缓边坡或设置支撑等措施。施工中加强检查。4．尽量避开或抢在雨季来临前进行土方施工。5．雨天浇筑基础承台砼应减小坍落度，暴雨时应停工。（二）砼工程水泥、外加剂等怕潮材料入库垫高码放，先收先发，后收后发，存放期超过3个月重新做试验，按实际强度使用。模板脱模剂涂刷时避开雨季，以防被雨水冲掉。遇大雨时，应停止浇筑砼，已浇筑部位加以覆盖。现浇砼应要根据结构情况及可能，多考虑几道施工缝的留设位置。大面积砼浇筑前，要了解2~3d的天气预报，尽量避开大雨台风并加强对砼骨料含水率测定，调整用水量。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※现场备足大量防雨覆盖材料。模板支撑及时检查有无下沉，并采取加固措施。（三）砌体工程雨天砌体施工时，收工前应加覆一层干砖。大雨过后应翻砌最上面2皮砖；砌墙时，内外墙尽量同时砌筑，转角及丁字墙间的连接及时跟上。遇台风时，应在相反方向加临时支撑，以保墙体稳定性。雨后应复核已施工完毕的墙体垂直度、标高。（四）抹灰工程抹灰时，了解1~2天的天气变化情况。雨天不进行室外抹灰。对已施工的墙面，应注意防雨水冲刷污染。室内抹灰，尽量在屋面施工完成之后进行。同时雨天不做油漆罩面。（五）机械防雨、防雷（1）机电设备应采取防雨、防淹措施，安装接地及接好保护接零等安全装置。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（2）高出建筑物的塔吊、钢脚手架等必须安好防雷装置。防雷装置由避雷针、接地线和接地体组成。避雷针安在最高顶端上。接地线用截面积不小于16平方毫米的铝导线或不小于12平方毫米的铜导线，也可采用大于等于φ8的圆钢。接地体可采用棒形或带形接地体。为长1.5米,厚不小于2.5毫米的钢管或>5X50mm角钢，或为截面积不小于50平方毫米，长度不小于3米的扁钢，分别采用直立或平卧于地下。另外，避雷针、接地线、接地体必须双面焊接，电阻不应超过10Ω。（3）项目部提前做好防台风、大雨、防汛、防雷等各项安全准备工作，进行安全宣传，设置警告标志，加强检查，确保雨季施工顺利进行。（4）现场中小型机械必须加防雨罩或搭防雨棚，闸箱的防雨漏电接地保护装置应灵敏有效，每星期检查一次线路绝缘情况。第十章确保工期的主要措施★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※　　我司技术人员通过认真详细研究比较，采用倒计时结合分段施工的方法，为确保顺利竣工，我司将采取以下确保工期的有的有效措施：１．本工程将列为我司重点工程，并充分发挥我司的人力、物力和资金优势，公司分管领导亲自抓，同时配强有力的现场施工项目经理部，做到责任到现、权、利的落实，确保工期、质量、安全等目标的实现。２．公司将按工程直接费的１％提取赶工奖，并同作业班签订赶工协议书，及时兑现奖罚，充分调动管理人员和工人班组的生产积级性。３．严格按照ISO9000标准，控制关键工序工期，每天召开生产碰头会，及时解决生产中存在的问题。开展班组劳动竞赛，组织技术攻关小组，确保工程质量和工期的实现。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※4．配足本工程所需要各种周转材料和各种施工机械，提高机械的装备水平和工作效率，调集各种熟练操作工人，充分利用时间和空间组织流水作业和立体叉作业，关建工序采用3班制作业。5．为保证工期得到有效的控制，缩短工期，编制出施工网络计划控制图。具体施工过程中，由公司排出月份进度计划，项目部排出旬进度计划；现场施工员每天检查落实各项计划的实施情况。根据工程进展情况，及时调整施工计划的实施，确保竣工目标的实现。6．严格按施工进度网络计划控制图组织工程的开工和施工，及时做好工程的劳力、材料、施工机具的需要计划和进场申请，做好施工的前期准备工作，使工程施工所需各项资源得到可靠的保障。7．合理配置各种施工机具，提高机械化作业水平，提高劳动生产率，加快施工进度，缩短工期。8．组织足够的施工专业队伍，全面组织工程的确良施工，减少施工工作面的闲置浪费。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※9．办好工地职工食堂，搞好后勤生活供应和服务工作，为职工提供良好生活环境，保证职身体健康、精力充沛、安心工作，提高工效。10．做好与业主、设单位的联系协调工作，及时反馈工程的设计、施工示意图，以便于工程全面顺利的展开。11．定期组织召开工地的生产调度会，及时通报工程施工的质量、进度情况，及时解决工程施工中存在的各种困难，分析并解决工程中存在的问题，齐心协力，确保本工程能按预定工期顺利完成。制定项目质量计划，并协助领导组织实施。第十一章工程质量保证体系为了能更好地控制施工质量，优质、快速地完成施工任务，公司设立质量管理责任制度，以保证施工质量达到优质的要求。(一)工程质量管理制度★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※为加强质量管理，确保工程质量，把质量隐患及时消灭在施工过程中，建立三检一评和月、季查评管理制度（即自检、互检、专检、评定质量等级及月份、季度检查）。１、自检：操作工人必须在每天下班前对自己所施工的项目严格自我检查，发现问题及时处理，不合格分项工程坚决返修重做，直至符合质量标准，并做好自检记录，否则质检员不给核定分项工程质量等级和签证任务单。２、互检：互检就是在自检合格的基础上班组之间，下道工序对上道工序之间的检查，是自检的复查和确认，把质量隐患消灭在施工过程中。３、专检：★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※专职或兼职质检员在施工过程中对各项质量进行外观抽查；并借助检测仪器对工程实体进行测定，评价工程内在质量、功能性指针，发现不合格分项工程责令班组及时返工，直至符合质量标准。４、一评：一评就是在自检、互检、专检基础上对工程质量等级进行综合评定。分项工程质量应在班组自检、互检基础上由施工员主持有关人员进行检验评定，专职质检员核定。分项工程质量就由相当于施工队一级的技术负责人组织评定，专职质检员核定，其中地基与基础，主体分部工程质量应由企业技术和质量部门组织核定。５、月份工程质量检：由分公司组织专职质量员和有关人员对分项、分部工程质量进行实测检查和内业技术资料，尤其是保证资料的检查，每月的28－30日进行。６、季度工程质量检查：由总公司质量监督站主持，组织分公司质保体系人员参加，对分项分部工程质量进行实测，观感检查和内业技术资料的检查，每季度终的上旬进行。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※７、总结、评比：月查由分公司进行总结评比，季度检查由总公司质检站进行总结评比。(二)工程质量岗位责任制度为了进一步建立和完善质量保证体系，并通过质量责任制把它落实到各责任身上，使我司各类人员做到职责明确，特制定本规定：１、项目经理质量责任制在公司经理的领导下，总工程师业务指导下，应对本单位工程质量负全面责任。(１)认真贯彻执行国家和上级有关工程质量的政策法令、规章制度，严格贯彻执行施工及验收规范，施工操作技术规程、质量验收评定标准。(２)牢固树立"质量第一"的观念，经常对职工进行"质量第一"方针的教育，让质量在本单位施工、经济分配等方面行使否决权，使人人都关心工程质量。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(３)组织职工开展创"优质"工程活动，表扬重视质量的好人好事，批评忽视质量的不良倾向；严格执行质量奖罚制度，并按照"三不放过"（事故原因分析不清不放过，事故责任者和群众没有受到教育不放过，没有防范措施不放过）的原则正确处理本单位工程质量事故。(４)组织单位工程的图纸预审，中间检查和竣工内部验收，审核工程质量等级。(５)严格把原材料、成品、半成品和预制构件质量关，做到不符合质量要求和技术标准的不验收、不使用、不出厂。２、技术负责人质量责任制在项目经理的领导下，管理本单位工程质量工作。(１)主持单位工程图纸预审和会审工作，指导和组织有关人员对工程的方位坐标、标高及建筑群测量控制网进行复核和核准工作。(２)组织有关人员参加编制单位工程施工方案，并向单位工程负责人进行技术交底和质量交底工作。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(３)负责本单位工程质量等级的自评工作，督促生产班组开展自检、互检、班组交接检；组织分公司月度质量检查，开展创"优质"工程活动。(4)主持单位工程的中间验收、竣工验收，指导和组织整理技术内业资料，汇总和存盘。(５)掌握本单位质量动态，推广质量优化管理经验，严格实施施工规范和操作规程，确保工程质量。(６)主持单位工程的质量事故分析会，组织有关人员对质量事故的调查处理和报告，落实措施，执行奖罚。３、专职质检员质量责任制在项目经理领导下，在总公司质量监督站业务指导下，负责本单位的工程质量检查，核定和监督工作。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(１)开展质量的宣传教育工作，经常深入工地和生产班组检查质量标准的执行情况，指导施工操作，对违反施工规范、操作规程、质量标准的要责令返工修整，对存在事故隐患的分项工程要向现场施工负责人提出纠正意见或发出质量隐患通知书，并及时反映项目部技术副经理。(２)负责日常质量检查，评定工程，组织生产班组自检、互检和交接班工作；协助施工员进行分项工程检验评定，并对分项工程质量等级进行核定；督促单位工程负责人做好内业技术数据管理工作。(３)认真实施公司有关规定，对本单位工程质量严格把关，坚持做到没有班组自检记录不给核定分项工程质量等级和签证任务单。(4)协助分公司技术副经理组织班组质检员进行分公司月度质量检查，并参加总公司季度在检查，分析质量动态，提供正确资料并提出改正本单位和公司质量措施意见。(５)参加图纸会审、技术交底和技术复核；负责对单位工程的方位轴线、水准标高的测量和定位放线进行复核；参加隐蔽工程检查、验收、工程中间验收和竣工验收；每月定期准确填报汇总各类质量报表，报送总公司质量监督站。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(６)坚持原则，正确掌握质量评定标准，大胆行使权限，协助分公司领导开好质量评定分析会，参与质量事故的调查处理和报告，当好本单位质量管理的参谋。４、施工员质量责任制(１)认真学习设计图纸及有关设计说明，严格按图施工。严格按施工规范、操作规程、质量标准、施工方案和技术措施要求进行施工。(２)组织分项工程技术复核工作，并对单位工程方位、轴线、水准、标高的测量及定位放线等负直接的技术责任。(３)参加单位工程图纸预审、会审；编制单位工程施工方案；填好施工日记，在施工过程中按要求认真填写、收集、整理、分类、保管好各项原始记录和技术资料。(4)参加单位工程中间检查，竣工内部验收，主持隐蔽工程验收，配合质检员、建设单位、监督部门代表共同验收鉴定，并做好记录签证工作。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(５)在分部分项工程施工前，要向具体操作的班组进行有关技术和质量的书面交底，填写记录、相关签证；并深入现场施工操作指导，检查督促技术交底实施情况。(６)把好材料质量关，原材料要有出厂合格证、抽样试验资料，不符合质量标准的坚决不使用。(７)及时准确申请且严格控制砼、砂浆配合比，做到施工前有试验，施工中计量准确；填报砼、砂浆施工记录，并配合试验工认真做好砼、砂浆试块。5、材料员及采购员质量责任制在项目经理的领导下，应对所采购的原材料、成品、半成品的质量、数量负责。(１)确立"百年大计，质量第一"的思想，严格把材料、成品、半成品质量关，采购质量要满足设计要求和质量标准。(２)坚持原则，对原材料、成品、半成品严格认真地检查，对质量不合格的（结构性能、外观、尺寸等）绝不采购。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(３)加强责任心，对所采购的原材料、成品、半成品，应向厂方或供货单位索取质保书（出厂合格证），以提供给使用的工地，完善技术资料。(４)把好原材料、成品、半成品验收关，若发现不符合质量标准的，应负责退回，调换及处理，做好现场材料的堆放、保护工作。6、生产班长质量责任制在项目经理领导下，对所担负的分项工程质量负责。(１)组织班组工人严格按图施工，按操作规程和技术交底操作。(２)经常对班组进行"质量第一"、"精心操作"的思想教育，牢固树立为下一道工序着想的思想，严格把好每一道工序的操作质量关。(３)全面负责班组质量自检、互检和工序交接检工作，对不合格的分项工程主动返修重做，直至符合质量标准。(４)配合项目经理部组织的分项工程验收评定。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(５)认真把好使用材料、成品、半成品的质量关，对进场不合格的要拒绝使用，并及时汇报项目经理。(６)经常督促班组工人，严格掌握各种材料配合比，不得套用、乱用配合比或随便改变比例操作，确保工作质量。第十二章确保工程质量的技术措施开展全面质量管理工作，通过对工程质量的统计分析，掌握质量动态，制定质量控制措施，不断提高工程质量。（一）原材料质量控制措施根据国家现行《工程建设标准强制性条文》、施工规范、验收标准和当地建委有关文件进行材料检验取样、检测。１、所有进场原材料均须附有出厂合格证（地材除外），没有合格证的不准进场。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※２、砂、碎石、机砖应按规定送检。严格控制砂石的含泥量。石子的含泥量不大于２％，砂的含泥量不大于５％，石子的含泥块量不大于0.7％，不采用海砂。３、水泥除具备合格证外，对不同的生产厂家和不同一批号的水泥分别抽取试样进行复验，出厂超过三个月的水泥应再次复验，并按试验结果使用，尽量不用于主体结构、防水工程。有结块者不得使用。４、钢筋除具备合格证外，对不同的生产厂家、不同批号、不同钢筋直径的分别抽样检验机械性能，进口钢筋应加做化学成份分析。５、钢筋接头从现场随机抽取试样送检。６、材料抽检方法：（１）水泥：同一水泥厂、同品种、同标号、同批号水泥不超过200T为一取样单位，每批选取平均试样20kg。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（２）砂、石以产地相同、规格相同的不大于400M3为一批，砂送样15kg，石子送样80kg。（３）砖不大于15万为一批，按随机抽取10块做强度试验。（4）砂浆按每一楼层或250m3的同种砌体至少制作两组试块，地面砂浆按每层地面不少于一组，1000m2以上者每增加1000m2增做一组试块。养护28d送检。（６）钢筋：同一牌号、同一炉罐号、同一规格、同一交货状态的钢筋不大于60T为一批，每批抽取４个试件作抗拉、冷弯试验。钢筋应切除端部500mm后截取300-350mm长为试件。（７）电弧焊：同一焊工、同一参数的300个同类型接头为一批，同一楼层或施工段不足300个亦按一批计。每批接头中随机抽取６个试件进行拉力试验和冷弯试验。试件长8d+200mm。（二）钢筋工程１、严格按配筋图及模板图的尺寸及形状加工钢筋，保证尺寸准确。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※２、严格按梁柱保护层不小于25mm，箍筋保护层不小于15mm的规范规定，进行钢筋放样。制作高强度砂浆保护层垫块，垫块插上铁丝与钢筋绑扎在一起，控制保护层厚度。垫块成梅花形，间距不大于1m，梁柱截面每边不少于２块。３、钢筋焊接连接接头互相错开，同一截面接头的允许百分率应符合规范要求。４、钢筋施工完后，必须组织专项检查人员对钢筋逐一进行验收，验收符合要求，方可隐蔽。（三）砼工程１、混凝土浇筑前，应就混凝土设计强度等级、配合比、砂、石、水泥、外加剂，以及坍落度、初凝时间、供应速度、数量等进行技术交底浇筑砼时，现场由专职试验员，按规定作好取样和试块，同时根据气候变化和现场实际情况，及时调整砼配合比。2★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※．砼浇注前，对模板、钢筋、预埋件的位置、标高、轴线等进行细致的检查，并检查材料、机具、道路。特别注意砼搅拌机的水量控制是否准确。模板提前一天浇水湿透。3．加强砼的振捣，采用振捣器振至表面浮浆，砼不再下沉为准。专人振捣，分片负责，不得漏振，也不得过分振捣。振捣棒快插慢拔，各插点间距均匀，问距不超过20cm（采用HZ50振动棒时），距模板边不大于10cm。分层浇注时，振捣上层砼振动棒应插入下层砼边５cm左右。以防漏振。振捣倾斜的砼时，应从下往上振捣。4．砼硬化后有专人负责养护，浇水养护14天以上，使砼面保持在湿润状态。（四）模板工程1．木材应选用质地坚硬、无腐朽的九合板、松木和杉木，不宜低于三等材，九合板板厚度为1.8厘米，含水率低于25%。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※2．根据工程特点及现场施工条件，确定模板平面布置、间距、模板组装形式，验算模板与支撑的强度、刚度及稳定性，绘制配板图。然后，按照施工流水段的划分，进行综合分析研究，确定模板的合理配置数量。3．放好轴线、模板边线及控制标高线；拼装时应预留混凝土浇灌孔及清扫。（五）墙砼施工缝质量控制措施1．在已硬化的砼表面上，清除垃圾、水泥薄膜、表面松动砂石和软弱砼层，同时加以凿毛，用水冲洗干净并充分湿润。2．做到施工缝位置钢筋周围的砼不松动和损坏。3．做到施工缝位置钢筋上的油污、水泥砂浆及浮锈等杂物清除。第十三章确保施工安全的技术措施１、现场施工人员应严格遵守安全制度及安全操作规程。进场要戴安全帽，不穿钉鞋、拖鞋、高跟鞋、硬底鞋，严禁酒后上岗。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※２、施工现场挂好"五牌一图"；施工人员严格遵守操作规程，严禁出现违章指挥、违章作业，违反劳动纪律的现象。3、基坑施工按现场实际土质放坡，保证土方施工安全，并做好防暴雨排水疏通准备，备足潜水泵等器具。土方开挖过程中，如发现异常现象，应及时汇报、处理。4、脚手架、高空作业(１)脚手架搭设前，必须对班组进行交底。外架搭设时，必须严格控制立杆的垂直度不大于1/200，并与柱子、墙可靠连接。脚手架搭设完毕后，应由工地负责人、安全员、架子班长进行全面检查合格签证认可后，方可使用。(２)建筑物四周预留孔洞和危险区域，必须挂设安全网或护身栏杆，以防坠落事故，并随进度提升高度。(３)脚手架搭设时，在二步架以上（包括二步架）都须设护身栏杆及踢脚杆并挂立网封闭。同时设1：3斜道，斜道面要有防滑条，要求每皮架都能安全通行，严禁从脚手架、井架攀登上下。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(４)搁置脚手板必须两头扎牢，坡度加钉防滑条，防止探头、打滑。(５)高凳、竹梯要放稳，架子工、井架工和吊装工不准穿硬底鞋及塑料鞋子上岗。(６)高空堆放材料要稳妥，操作人员的工具随手装入工具袋内，防止坠落伤人。5、施工机、电设备：(１)机电设备设专人管理操作，并挂安全操作规程牌，操作人员持证上岗。(２)要求设有防护棚，传动设备设防护罩，严禁机械带病使用。(３)所有机电设备，应每机单独设置漏电保护器，做到"一机一闸一保险"，并要求电气设备做好保护接零。（4）使用砂浆搅拌机时，严禁将手持工具探入搅拌筒中，施工人员如需爬入搅拌筒中做清除作业，应请电工将电源线拆除，或设专人监护。６、用电安全★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※(１)加强临时用电技术管理，实行电工负责制，专人负责，非电工任何人不得随意乱拉乱扯。工地实行"三相五线制"及"三级配电"，做好防触电、防火措施。(２)现场采用电缆线架设低压线路，夜间照明灯具及电线，架设高度不低于2.5m，并做好接头的防水防压处理。施工用电线路经过脚手架时，应加横木、磁瓶等绝缘措施，不得随意将电线绑扎在脚手架上，以免漏电伤人。(３)接地线采用S截面不小于25mm2专用线，严格采取缠绕法接地。(４)临时配电室按要求做好防雨防潮防小动物及排水等措施，注意门应向外开启；配电箱应设防护棚，并离地1.5m以上，现场一律采用铁制标准开关箱，设置三种用电保护（隔离、漏电、超载），实行一机一闸一保险。(５)现场使用的高温灯具，如磺钨灯，应远离易燃易爆物，符合安全防火要求。7．防火措施★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（1）项目部、班组建立三级防火责任制，职责明确，按规定设置专职防火干部及专职消防员，建立防火档案，并正确填写。（2）按规定建立义务消防队，有专人负责，订出教育训练计划和管理方法。（3）重点部位的危险品仓库，如：木料库、木工车间必须建立专人管理，落实责任，按国标设置警示标志，配备必需的防火材料。（4）建立动用明火审批制度，按规定的等级，明确审批手续，并有监护设施。（5）焊割作业应严格执行"十不烧"的压力容器的使用规定。（6）危险品押运人员仓库管理员和特殊工种，经培训和审证，做到持证上岗。第十四章文明施工保证措施★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※“今天的现场就是明天的市场”！为此，我司对文明施工将实行项目经理负责制，并做为实现安全、高效的一项重要工作来抓，同时是考核项目经理业绩的一项主要内容。特制定如下措施：（一）场容及环境管理１．场容管理（1）根据施工现场情况设置临时围墙，施工现场周围应封闭严密。进出大门采用钢制大门安装牢靠。（2）施工现场入口处，应设置统一式样的标牌，标牌面积为0.7×0.5m，设置高度底边距面不得低于1.2m。现场按规定设置“五图一牌”，同时把施工网络进度表、质量目标、方针、安全目标等宣传挂在醒目位置，创造良好的宣传风气，接受监督。（3）现场大门内应设有施工平面布置图以及安全、消防保卫、场容卫生环保等制度板，内容详细，字迹清晰醒目。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（4）现场挖设排水暗管以排放施工用水及雨水，保证场内干燥、清洁，施工道路平整畅通；施工污水不得直接排入库区排水管，先经过沉淀处理后方可排入厂区排水管线。（5）所有建筑垃圾，均采用编织袋装或车辆装运，运出厂区外。２．环境卫生管理：（１）施工现场应经常保持整洁卫生。道路平整坚实、畅通，并有排水设施。（2）在大门口车辆进出口处设洗车台，所有外出车辆均应经冲洗，车辆本身应保持整洁，另在装卸货物时尚须注意，不得溢、漏、撤、失而污染道路，谁不注意造成污染，一切责任由其个人承担。外单位送货车辆有造成溢、漏、撤、失等现象，卸货前，责令其先打扫好且外出经冲洗，方可签字收料。（3）办公室内外保持整洁有序，无污物、污水、垃圾集中堆放，及时清理。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（二）料具管理１．施工现场的料具要按总平面布置图进行设置。２．料具及半成品材料在规定的地方堆放，要整齐有序。３．库内材料要有防潮、防压、防盗措施。货架要定位、编号、进出帐及时登记清楚。4．所有材料均应堆放整齐，不得占用库区消防道路。（三）治安保卫１．项目经理部与各专业班组和职能人员分别签订创安责任状，防止发生刑事案件和治安案件。２．配专职治保人员和保卫干部，抓好社会治安综合治理工作。３．配足消防器材，定人定期检查消防工作，防止火灾发生。第十五章工程内业资料的归档整理★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（一）技术质量内业资料整理根据福建省标准《福建省建筑工程文件管理规程》要求，项目经理在本工程内业资料的管理过程中，坚持“内业指导外业，内业外映外业”的原则。1．在施工前进行施工方案的编制、分项工程的技术交底，做到“施工有方案、技术有交底”，从而使内业（方案、交底）对外业（施工过程、操作过程）起到指导作用，避免外业操作的肓目性、随意性。2．在施工过程中，坚持内与外业同步，做到“定位有复核、材料有复检、质量有检查、隐蔽有记录”，外业怎么须做，内怎么记，让内业真实地反映外业，使内业资料具备真实性、准确性。3．对与工程建设有关的重要活动、记载工程建设主要过程和现状、具有保价值的各种载的文件，均收集齐全，整理立后归档。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※4．工程文件的内容及其深度符合国家有关工程勘探、设计、施工、监督、监理等方面的技术规范、标准和规程。5．工程文件的内容必须真实、准确，与工程实际相符合。归档的工程文件应为原件。6．工程文件应采用耐久性强的书写材料，不使用易褪色书写材料。工程文件应字迹清楚，图样清晰，图表整洁，签字盖章手续完备。7．文字材料按事项、专业顺序排列。同事事项的请示与批复、同一文件的印本定稿、主件与附件不分开，并按批复在前、请示在后，印本在前、定稿在后，主件在前、附件在后的顺序排列。8．建立单位工程土建（建筑与结构）工程质保内业资料明细表：序号归档文件项目归檔文件内容1⑴施工组织设计⑵技术交底⑶图纸会审记录⑷★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※施工技术准备文件施工预算编者按制和审查⑸施工日志2施工现场准备⑴控制网设置资料⑵工程定位测量资料⑶基槽开挖线测量⑷施工安全措施⑸施工环保措施3地基处理记录⑴地基钎探记录和钎探平面布点图⑵验槽记录和地基处记录⑶桩基施工记录⑷试桩记录4工程图纸变更记录⑴设计会议会审记录⑵设计变更记录⑶工程洽商记录5施工材料预制构件质量证明文件及复试试验报告⑴砂、石、砖、水泥、钢筋、防水材料、隔热保温、防腐材料、轻集料试验汇总表⑵砂、石、砖、水泥、钢筋、防水材料、隔热保温、防腐材料、轻集料出厂证明文件⑶砂、石、砖、水泥、钢筋、防水材料、轻集料、焊条、沥青复试试验报告⑸★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※预制构件（钢、混凝土）出厂合格证、试验记录⑹工程物质选样送审表⑺工程物质进场报验表6施工试验记录⑴土壤（素土、灰土）干密度试验报告⑵土壤（素土、灰土）击实试验报告⑶砂浆配合比通知单⑷砂浆（试块）抗压强度试验报告⑸混凝土配合比通知单⑹混凝土（试块）抗压强度试验报告⑺混凝土抗渗试验报告⑻商品砼出厂合格证复试报告⑼钢筋接头（焊接）试验报告⑽防水工程试水检查记录⑾楼地面、屋面坡度检查记录⑿土壤、砂浆、混凝土、钢筋连接、混凝土抗渗试验检查报告汇总表7⑴基础和主体结构钢筋工程⑵钢结构工程⑶★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※隐蔽工程检查记录防水工程⑷高程控制8施工记录⑴工程定位测量记录⑵预检工程检查记录⑶冬施砼搅拌测温记录⑷冬施砼养护测温记录⑸烟道、垃圾道检查记录⑹沉降观测记录⑺结构吊装记录⑻现场施工预应力记录⑼工程竣工测量⑽新型建筑材料⑾施工新技术9质量事故处理记录⑴工程质量事故处理记录10工程质量检验记录⑴检验批质量验收记录⑵分项工程质量验收记录⑶基础、主体工程验收记录⑷幕墙工程验收记录⑸分部（子分部）工程质量验收记录9．图纸按专业排列，同专业图纸按图号顺序排列。即有文字材料又有图纸的案卷，文字材料排前，图纸排后。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※10．施工文件可按单位工程、分部工程、专业、阶段等组卷；分部分项工程评定时，依据标准严格检查。在单位工程核查时，重点是核查主要结构部位和试验项目的资料是否齐全。11．利用施工图改绘竣工图，必须标明变更修改依据；凡施工图结构、工艺、平面图布置等重大改变，或变更部分超过图面1/3应重新绘制竣工图。12．不同幅面的工程图纸按《技术制图复制图的折叠方法》（GB/10609.3--89）统一折叠成A4幅面，图标栏露在外面。（二）安全内业资料根据《建筑施工安全检查标准》（JGJ59—99）之“安全管理评分表”要求，施工现场按要求整理出一套完整的安全技术资料，为施工企业安全管理工作提供第一手资料，使施工现场安全管理工作走上正规化道路，能指导生产，预知危险，消除隐患；促使现场安全管理目标的顺利实现，继而带动整个施工现场安全生产、文明施工的进一步发展。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※1．安全生产责任制（1）公司建立各管理人员安全生产责任制体系和职能部门安全生产责制体系。这两种体系责任制分别落实到具体人及具体部门，责任制内容要详细，有针对性、有时效性。同时项目部建立各工种安全生产责任制体系及各工种安全技术操场作规程；各工种安全技术操作规程参考《建筑安装工人安全技术操作规程》并结合项目实践经验制定。（2）经济承包合同中应明确承包期间要实现安全生产、文明施工目标、负伤频率、设备完好率、尘毒浓度合格率、教育培训以及防噪音扰民等问题。内容具体，标准明确。（3）责任制考核按各级各部门及管理人员安全生产责任制考核。2．目标管理★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（1）目标制定：企业确定本企业一年内安全生产、文明施工总目标及负伤频率；项目部根据企业目标管理要求确定该项目部的安全生产、文明施工目标、及负伤频率。目标制定应体现整体性、针对性、可行性及数量等。目标一旦确定，公司与安全部门、安全部门与项目部，项目部与各班组分别签订安全生产、文明施工合同，合同须双方签订后生效。（2）目标分解：目标一旦确定，从公司→项目部→班组→个人层层分解。在安全目标体系中，总目标是最基本的安全指针，而下一层目标值应略高些，以保证上一层安全目标实现。如公司级负伤频率为≤15‰，则项目级负伤频率为≤10‰，班组级负伤频率为≤5‰，个人目标则应无负伤无违章等。3．施工组织设计（1）在整体工程施工组织设计中，重视安全技术措施的编制。施工现场技术员应根据工程情况及施工地点、施工工艺、机械设备及施工期间季节特点、环保卫生等综合因素进行全面考查，从而编制全面、可操作性的安全技术措施。对于专业性较强的项目，如脚手架工程、临时用电工程、基坑支护、模板工程、塔吊、井架等，均应编制单项施工组织设计。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（2）施工组织设计及单项施工方案应经甲方、监理、技术、安全、质量、工会、设备等部门联合会审，并报技术负责人审批同意后方可实施。若因某种情况要改变某一项安全技术措施，必须经原编制人批准同意，并办理有关手续。4．分部（分项）工程安全技术交底（1）分部（分项）工程安全技术交底包括基础工程、主体工程、屋面工程、门窗工程、脚手架工程、临时用电工程、垂直运输机械、施工机具、安装工程、防火工程等其它工程，以及各工种安全技术交底等内容。（2）要根据施工组织设计中安全技术措施，结合具体施工方法及施工现场作业环境，制订出全面、有针对性的安全技术交底内容。（3）安全技术交底要与施工技术交底同时进行；交底人为技术员而非安全员或安全资料员。安全技术交底应根据施工进度、施工部位分阶段多次交底，不可图省事一次交齐。交底应一式两份，交底人与接底人各持一份，且双方签字后生效。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（4）各工种安全技术交底一般同分部（分项）工程交底同时进行。如果工程的施工工艺很复杂，技术难度大，作业条件很危险，可单独进行工程交底，以引起操作者高度重视，避免安全事故发生。5．安全检查（1）安全检查分主管部门检查，公司级检查，工地自检等多种形式，每种检查均应有检查记录。检查单位下发整改通知书，项目部在规定期内整改，然后填写“隐患整改报告书”，并请有关单位复查验收。（２）公司级检查有巡检、季检、专项突击检查、季节性检查等多种形式；项目部有自检、周检、半月检等多种形式。（３）隐患整改报告书要有具体整改人（不仅一人），整改措施；措施要具体。检查记录采用“评分表”或“隐患整改通知书（单）”等形式。６．安全教育★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（１）安全教育形式有：新入工地工人三级安全教育；经常性教育；适时教育；纠正违章教育；季节性及节假日前后教育等。安全教育界内容应具体并记录在职工安全教育档案中。（２）新入工地工人必须接受三级安全教育，经考核合格后方可上岗。其中公司级、项目级和班组级。其中公司级教育界主要内容为党和国家安全生产规章制度、本单位历史上发生的事故，以及发生事帮后如何抢救伤员、排险、保护现场和吸取教训等。项目级教育界主要内容：本施工现场安全生产制度及安全检查注意事项；各工种安全技术操作规程，防护用品使用基本知识、机械设备、电气安全及高处作业安全基本知识等。班组级教育主要内容：本班组作业特点及安全操作规程，班组活动制度及纪律，爱护和正确使用安全防护设施和个人劳动保护用品，本岗位易发生事故、不安全因素及防范对策，本岗位作业环境及使用机械设备、工具等安全要求。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※（３）所有教育内容均应记录在职工教育界档案中。安全检查教育考核可采用口头或书面等不同形式，考核合格后方可上岗。安全教育内容须经受教育人签字后生效。７．班前安全活动（１）班前安全活动是各个班组安全生产活动的真实记录，内容包括：施工部位、作业环境、安全条件，机械设备的安全防护装置是否齐全有效，个人防护用品是否正确佩戴等。（２）班组长根据施工安全技术交底和当天施工特点３及作业条件，就当天施工过程中应注意安全事项在班前向操作人员交待清楚并记录在班前安全活动记录本中。（３）每个班组应有一个安全活动记录本，由班组长（或委派本班组安全员）仔细填写。记录本应保持整洁、完整，工程竣工后移交安全资料员统一保存。８．特种作业人员持证上岗★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※建筑待业特种作业人员主要有：电工、架子工、电（气）焊工、机械操作工、塔吊司机、信号指挥、物料提升机、场内车辆驾驶、等作业人员。从事特种作业人员，必须经国家有关部门进行安全技术培训，并经考核合格取得操作证者，方准独立作业。９．工伤事故处理工伤事故档案包括：“施工现场伤亡事故月报表”、“伤亡及重大未遂事故记录”等内容。①若施工现场本月无事故，工伤档案中应有“伤亡事故月报表”及为防止事故发生施工现场所在安全检查防护及安全管理方面所采取的具体措施。②若有工伤事故，应填写“伤亡及重大未遂事故记录”内容包括：事故时间、事故类别、事故性质、伤亡人员性别、年龄、工种、伤亡情况、经济损失等。对事故发生经过绿详细记录本，并写明处理结果，还要写明记录人和工地负责人姓名等。③发生重大伤亡事故，应填写《建筑施工因工伤亡事故调查处理结案审批表》。★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※10．安全标志：施工现场应有安全标志布置总平面图。该嵊记载整个施工现场安全标志牌及标志牌悬挂位置。该图应与施工现场平面布置图一致标志牌们置右用数字标记，数字编号与安全标志牌台账标记一致。11．施工现场各种制度、各级领导、各部门、各工种安全生产责任制、各工种操作安全技术操作规程等均应以企业文件形式颁布。第十六章本工程施工及验收主要技术规范序号工程建设国家标准标准代码1福建省建筑工程文件管理规程GB50206-20022建筑地基基础施工质量验收规范GB50202-20023砌体工程施工质量验收规范GB50203-2002★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- ※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※厦门市水上运动中心※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※※4混凝土结构工程施工质量验收规范GB50204-20025屋面工程质量验质量验收规范GB50207-20026建筑地面工程施工质量验收规范GB50209-20027建筑装饰装修工程质量验收规范GB502010-20028建筑工程施工质量验收统一标准GB50300-20029建设工程文件归档管理规范GB50328-200110钢筋焊接接头试验方法JGJ27-200111建筑施工安全检查标准JGJ59-9912建筑施工扣件钢管脚手架安全技术规范JGJ130-200113工程建设标准强制性条文(房屋建筑部分)GB502011-2002第十七章工程时标网络进度计划表精品资料★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★★施　工　組　織　設　計　福建省八闽建设工程有公司-103- 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