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专业：土木工程指导教师：XXX完成日期：锦绣花园高层住宅施工组织设计目录第一章、删除，下面同理编制说明第二章、工程概况及特点2.1工程概况及特点2.2建筑概况2.3结构概况2.4装饰装修工程概况2.5安装工程概况2.6工程地质条件2.7施工用地及基础情况第三章、施工部署和施工准备工作3.1工程管理目标总目标体系 3.2项目组织机构设置3.2.1公司总部对项目经理部的授权3.2.2公司总部对项目管理班子的监管3.2.3项目管理班子高效运作的保障措施3.2.4项目主要岗位人员职责及授权范围3.3施工准备工作3.3.1技术准备3.3.2施工机械设备、机具准备3.3.3物资材料准备3.3.4施工用水准备3.3.5施工用电准备3.3.6现场临建施工准备第一章、施工现场平面布置4.1布置原则和依据4.2布置依据4.3施工场地道路布置4.4生产区设施布置4.5施工机械布置4.6施工用水布置4.7施工临时用电线路4.8施工平面布置管理第二章、施工总进度计划 5.1工程进度目标5.2工程进度计划第一章、各分部分项工程的主要施工方法6.1施工测量6.2基坑降水施工6.3土方工程6.4基坑支护6.5地基处理6.6地下室防水工程6.7钢筋工程6.8脚手架工程6.9模板工程6.10混凝土工程6.11砌体工程6.12屋面工程6.13装饰装修工程6.14安装工程第二章、拟投入的主要物资计划7.1物资准备计划7.2物资月、周计划7.3物资管理体系及制度第三章、工程投入的主要施工机械设备情况 8.1拟投入施工机械一览表8.2施工机械使用计划8.3施工机械管理制度第一章、劳动力安排计划9.1劳动力配备计划与安排9.2人员的优化性选择9.3管理人员的调配9.4劳动力的调配第二章、确保工程质量的技术组织措施10.1质量管理体系10.2贯彻各项工程质量管理制度10.3施工准备中的质量保证措施10.5主要分部分项工程的质量保证措施10.6工程质量技术保证措施第三章、确保安全生产的技术组织措施11.1安全管理目标11.2安全管理方针11.3安全保证体系11.4安全生产责任制11.5安全管理制度11.6防护措施第四章、确保文明施工的技术组织措施 12.1文明工地目标12.2施工现场管理措施12.3环境保护措施12.4管理体系及制度12.5文明施工措施12.6文明施工管理12.7防污染、防噪声的措施第一章、确保工期的技术组织措施13.1组织措施13.2技术措施13.3材料供应13.4农忙、节假日施工措施第二章、质量通病的防治措施14.1建立健全责任制度14.2技术交底制度14.3自查、自检制度14.4专项防治措施第三章、季节性施工措施15.1夏、雨季施工措施15.2冬季施工措施第四章、成品保护措施16.1成品保护责任制度 16.2主要分项工程成品保护措施16.2.1钢筋工程成品保护措施16.2.2混凝土工程成品保护措施16.2.3门窗工程成品保护措施16.2.4模板工程成品保护措施16.2.5防水工程成品保护措施第一章、创优综合措施17.1工程质量目标17.2管理措施17.1技术措施第二章、项目成本控制18.2成本目标控制18.1组织管理措施18.2技术措施第三章、回访保修服务措施19.1定期回访制度19.2保修维护制度第四章、施工平面图施工总进度图施工网络图20.1施工平面布置图20.2施工总进度图20.3施工网络图第五章、拟分包项目及拟分包人情况 21.1分包项目21.2分包人简介第一章、编制说明1.1、业主提供的本工程招标文件及对工程的各项要求；1.2、锦绣花园住宅建筑、结构及其它相应专业图纸；1.3、国家、行业、地方现行施工及质量验收规范、规程和法规；1.4、行业、设计单位指定的各类标准、规范、规程、图集；1.5、公司现有人员、材料、设备、资金等资源配置情况。第二章、工程概况及特点2.1、删除，一下同理工程概况及特点工程名称：锦绣花园高层住宅楼工程建设地点：锦绣花园小区，位于南环路以北，光明路以西结构类型：框架剪力墙结构，地下二层、地上十二层，分A、B两区座建设规模：建筑面积63536㎡建设单位：南阳兴业房地产开发有限公司设计单位：中国建筑设计研究院勘察单位：河南地矿建设工程有限公司 施工单位：河南省建筑安装工程（集团）有限公司工期：600日历日2.2、建筑概况本建筑属于高层建筑民用建筑普通住宅楼，使用功能为商铺及住宅小区，建筑类别二类，屋面防水等级为I级，地下室防水等级为Ⅱ级。地下层（共两层）为车库，上部十二层，为商业住宅，并分为A、B两区座总占地面积3844平方米，总建筑面积为63536平方米，其中：地上建筑面积52842平方米，地下建筑面积10694平方米。建筑主体高度：42.9米，地下一层层高为3.6米，二层层高为4.5米，地上每层层高为2.9米，室内外高差为300㎜。2.3、结构简况本工程采用框架剪力墙结构首行缩进2字符，结构安全等级二级，按6度设防6及抗震设计，建筑耐火等级为一级。基础采用钢筋砼筏板基础，基础底标高为-9.600米，板厚1.5米。混凝土强度等级：基础垫层为C25；基础为C30（掺15%毛石）；地基梁为C30;主体结构为C30.砌体、砂浆：±0.000标高以下用240厚MU10实心粘土砖、M5水泥砂浆且砌筑；±0.000标高以上未注明处用200厚A2.5加气混凝土块，M5混合砂浆砌筑；±0.000标高以上电梯井围墙用240厚MU10多孔砖，M5混合砂浆砌筑。2.4、装饰装修工程概况 门窗及门连窗选用夹板门、铝合金窗，所有五金零件均按要求配齐。室内楼地面主要采用水泥砂浆面层。楼梯间楼地面采用陶瓷地砖。裙房屋面及主楼顶采用刚性防水和高聚物改性沥青防水卷材屋面（APP）。外墙主要为外墙面砖。内墙主要采用腻子面层。卫生间采用彩色花式釉面砖墙裙1800㎜高。天棚采用白色乳胶漆。2.5、安装工程简况安装工程主要包括水、电（供配电、动力电、照明电）、通风、防雷及接地等安装工程。2.6、工程地质条件根据河南省地矿建设工程（集团）有限公司提供的《锦绣花园小区拟建场地岩土工程勘察报告》临时文件及中国建筑设计研究院提供的相关图纸，本工程以第四层土（石灰岩）为地基持力层，地基承载力特征值为fak=1500Kpa公式编辑器编辑，后面有公式的同理。2.7、施工用地及基础情况施工场地具备三通一平条件，做好清理平整场地工作，铺设好施工道路，搭设好各种施工临时设施，办好开工前的用水、用电、环保等一切手续。施工中所需的电力，给水均可从已有的电路、水网中引出，施工机械设备就绪，劳动力组织好，交通运输便利，为工程顺利开工做好一切准备。第三章、施工部署和施工准备工作3.1、工程管理目标总目标体系 根据本工程的特点，结合我公司以往的施工经验和现有的施工能力，为保证本工程顺利施工，做到精心安排、科学组织、合理调配、统筹全局的原则来确保如下管理目标的实现。3.2、项目组织机构设置3.2.1公司总部对项目经理部的授权项目经理部作为我公司在现场的代表机构，在法人授权下具体负责项目的实施。对履行我公司与业主签定的施工承包合同负全面责任，为了确保项目经理部责任的落实，我公司将进行以下授权：3.2.1.1项目经理部代表我公司负责项目管理工作，并在授权范围内对项目管理具体事宜进行决策并对我公司负总体责任；3.2.1.2项目管理班子由我公司按照预审文件承诺的人员进行配备，项目经理部有权对项目一般管理人员的配备向我公司提出调整建议；3.2.1.3项目经理有权保持人员相对固定，并有权根据项目经理部对管理人员的工作业绩素质定期考核结果，报我公司批准后，淘汰不合格管理人员。3.2.1.4项目经理部协助公司考察、选择劳务、专业分包商。对不符合项目施工生产要求的分包商，有权依据有关规定进行经济处罚，对考核不合格的分包商，申报我公司批准后可要求其退场；3.2.1.5工程资金专款专用，在我公司授权范围内控制各项费用的开支，按责任制合同要求核算工程成本。3.2.2公司总部对项目管理班子的监管 本工程被我公司列为公司重点工程，由公司对工程质量、安全以及成本等方面负总体履约责任。为了确保工程各项目标的实现，我公司总部将在质量、进度、安全文明施工、成本等方面对项目进行监控，主要进行以下几方面的支持和监控工作：3.2.2.1按照预审文件承诺，选派企业内最优秀的人才组建项目经理部，调动我公司范围内的人、财、物等资源为项目服务，并对项目经理部授权；3.2.2.2项目质量员与项目安全员由我公司直接选派，并直接对我公司负责，享有一票否决权；3.2.2.3指导项目经理部建立现场质量保证体系、环境和职业健康管理体系，制订各项规章制度和保证措施，保障各体系的正常运行；3.2.2.4我公司将在各个职能方面对项目进行监督，加强过程控制。我公司各职能部门每月定期对现场进行综合大检查，发现问题及时解决，确保各项目标和指标的实现。3.2.3项目管理班子高效运作的保障措施3.2.3.1组织强有力的项目管理班子，选派思想好、业务精、能力强、善合作、服务好的管理人员进入项目管理班子。3.2.3.2建立健全项目经理、技术负责人、质量员、安全员、施工员、材料、机械等岗位责任制，由工程领导小组定期对各专业进行考核。3.2.3.3强化激励与约束机制，制定业绩评比、奖惩办法，定期组织项目经理部管理人员会议，检查工作质量。3.2.3.4 建立工程领导小组现场办公制，每周召开一次现场办公会，重点帮助解决项目的资金、质量、进度等难题，带动项目各项工作的高效运转。3.2.3.5每日下午召开项目经理主持的班后碰头会，对次日的工作进行协调安排。3.2.3.6形成与业主、监理的周例会制度，项目主要管理人员参加，重点解决质量、进度、施工技术等难点。明确各项问题的解决办法及时间，并形成会议纪要，指导下一阶段施工。3.2.3.7选派组织能力强、技术水平高、能打硬仗且具有类似工程施工经验的作业队伍，确保工期和质量目标。3.2.4项目主要岗位人员职责及授权范围人员构成不全3.2.4.1项目经理：是本工程的第一责任人，组织、管理、领导项目经理部的全面工作，并代表我公司全面履约。3.2.4.2项目副经理：主持施工管理工作，负责项目经理部的日常管理工作，主管项目工程部、物资部。3.2.4.3项目技术负责人：全面负责施工现场工程技术管理工作，主管项目技术部；主持图纸内部审查、施工组织设计交底及重点技术措施交底；负责新技术、新材料、新设备、新工艺的推广应用；负责主持工程竣工资料的收集、整理、编制工作。3.2.4.4质检员：协助项目经理全面负责工程的质量管理；组织贯彻执行国家有关的技术标准、规范、规程及我公司的标准，督促检查分包商的质量、计量、材料等情况。3.2.4.5 安全员：协助项目经理全面负责工程的安全管理，协助生产的统筹安排；组织贯彻执行国家有关的标准、规范、规程及我公司的标准，督促检查施工现场安全生产等情况；负责主持对各专业分包商的安全方案和消防预案的审核工作；配合专业分包商的安全协调会，并负责监督检查，向业主和监理工程师提交安全情况报表。3.3、施工准备工作3.3.1技术准备3.3.1.1开工前认真组织技术、施工等有关人员熟悉图纸，检查图纸和资料是否齐全。3.3.1.2掌握设计内容及各项技术要求，了解工程规模、结构形式、特点、工程和质量要求，熟悉土层地质、水文勘察资料，会审图纸，搞清基础平面与周围地下设施管线的关系。3.3.1.3学习施工组织设计，明确各专业工序间的配合关系和施工各方面的要求，并向现场各相关专业的施工人员层层进行技术交底。3.3.1.4编制分项工程作业指导书，编制专项工程施工方案。3.3.1.5根据业主提供的控制坐标和水准点，在工程区域建立半永久测量控制网，包括控制基线、轴线和水平基准点。控制网要避开建筑物、构筑物、土方机械操作及运输线路，并设置醒目的保护标志。3.3.2施工机械设备、机具准备 3.3.2.1现场主要主要施工机械设备如下：序号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QTZ1252中国北京2007401.5-8T主体结构2施工电梯DT200/2004中国北京2008332x2t主体结构装饰3反铲挖掘机PC2204日本小松2009/斗容1m3土方施工4自卸汽车/40中国陕西2007/35m3土方施工5铲运机ZL50D22008/50T土方施工6蛙式打夯机HW-204中国山东20071/土方施工7砼输送泵HBT-80型2中国山东20049080m3/h主体混凝土8钢筋切断机QJ40型2中国山东20052/结构钢筋9钢筋弯钩机GWB404中国山东20092/结构钢筋10调直机GT4-142中国河南20081.5/结构钢筋11木工圆锯MJ1042中国河南20071.8/模板施工12木工平刨MB6002中国河北20063/模板施工13交流焊机MZ-1004中国上海200515/施工焊接14直流焊机BX-1004中国上海200515/施工焊接15灰浆机YJ3502中国郑州20075.560m3/台班砌体抹灰16磁力钻J3CZ-232中国河南20040.5/安装施工17液压弯管机SWT-1002中国徐州20072.2/安装施工 18电动套丝机TQ1-A4中国徐州20072.2/安装施工19砼搅拌机DJ3501中国山东20085.5/主体结构20型材切割机J3C-4004中国苏州20061.5/安装施工21板料折弯机1600×36mm1中国山东20062/安装施工22接地电阻测试仪33012中国山东2007//安装施工23兆欧表ZC-25-5002中国山东2005//安装施工24多功能三用表DT903F2中国河北2006//安装施工25手动葫芦5t8中国山东2005/1T安装施工26电锤/10中国河南20081.5/安装施工27开孔器/8中国山东20062/安装施工28框架水平仪0.02/10006中国山东2004//安装施工29机动翻斗车0.4M32中国河北2007//土方运输30氧气、乙炔发生器/2中国山东2009//安装施工31台钻/2中国山东20052/安装施工32台秤TGT-10002中国山东2006//计量33插入式振动棒50型20中国山东2005//混凝土施工34平板震动器ZB1110中国山东20062.5/混凝土施工35电渣压力焊机G2H-364中国山东200530/钢筋连接36载重汽车8-10T2中国河北2006/10T土方材料运输 37砂轮切割机Φ5004中国山东20062.5/安装施工38套丝机Φ1001中国河北20072/安装施工39弯管机Φ502中国山东20072/安装施工3.3.2.2塔吊第一施工区和第二施工区主体施工分别采用工作半径为51m的塔式吊车各一部，分别布置在两个施工区作为钢筋、模板、周转材料的垂直运输机械。大型施工设备的基础主要是塔吊和施工电梯的基础，在施工前需要单独编制塔吊基础及安装和使用方案，并通过专业机构审批。塔吊由大型设备专业安拆公司负责安装，安装调试完毕经上级主管部门验收合格后方可投入使用。其他设备由项目部自行组织安装就位，公司设备管理部门验收后方可投入使用。3.3.2.3施工电梯共设置2部施工电梯分别在A、B座高层布置，作为塔吊的辅助垂直运输机械，主要作为砌体、抹灰施工的垂直运输机械。施工电梯由大型设备专业安拆公司负责安装，安装调试完毕经上级主管部门验收合格后方可投入使用。其他设备由项目部自行组织安装就位，公司设备管理部门验收后方可投入使用。3.3.2.4混凝土及砂浆机械设备 每栋高层住宅设置一台砂浆搅拌机械。设置一台350立方混凝土搅拌机一台，作为零星混凝土构件的搅拌。混凝土采用商品混凝土，垂直运输采用2台HBT-80型混凝土固定泵，分别负责A座施工区和B座施工区的商品混凝土的垂直输送。3.3.2.5钢筋加工设备在钢筋加工车间布置调直截断一体机、钢筋直螺纹套丝机、钢筋闪光对焊机、弯钩机、等钢筋加工设备。3.3.3物资材料准备根据施工进度计划，由项目部编制月、旬材料进场计划，物资设备部安排材料陆续进场。同时各类材料进场时间应留有一定余地，避免一旦原材料检验不合格或进厂时间延误而影响施工。3.3.4施工用水准备3.3.4.1施工用水准备施工现场用水主要为生产、生活、消防三大部分。供水采用自来水公司水源，采用暗埋供管的管道引入施工现场。3.3.4.2施工用水设计根据本工程用水情况，通过总水管下设3条供水线路，第一条通往办公区，第二条通往A楼，第三条通往B楼。主线路用Ø110PVC管铺设，支路用Ø75PVC管铺设。3.3.5施工用电准备3.3.5.1供电线路的设计 根据本工程施工机械使用情况，在业主提供总电源下设置总电盘，通过总盘下设5条供电线路，具体设置如下：第一线路：塔吊、砼泵车专用线路。第二线路：物料提升机、灰浆机专用线路。第三线路：钢筋、木工车间专用线路。第四线路：办公区照明专用线路。第五线路：施工作业层专用线路。3.3.5.2施工用电线路选择根据业主在施工现场提供的施工电源，通过电缆引至施工场地总配电柜和分配电柜，电缆通过地埋敷设。在钢筋加工车间、模板加工车间、塔吊、泵车及施工现场等处设置分配电柜，同时满足施工照明、办公、生活的需要。电源至主配电柜之间采用铜芯电缆，施工现场用电线路均采用三相五线制，施工机械用电严格按照“一机、一箱、一闸、一漏”标准配置。工程开工前，编制“临时用电施工组织设计”并严格遵照执行。3.3.5.3施工总用电量设计本工程用电高峰在主体施工阶段，装修施工时，用电量大的钢筋机械、砼输送泵都已退场，余出的容量足以满足装修阶段的机械设备的负荷，因此本方案主要以主体阶段的机械设备为计算条件。施工现场机械设备统计表 序号机具名称型号安装功率(kW)数量合计功率(kW)1塔式起重机QTZ500824.2248.42混凝土输送泵HB-159021803插入式振动器ZX501.110114钢筋调直机GT6/14112225钢筋切断机QJ40-15.54226钢筋弯曲机GW4034127混凝土搅拌机JW250112228交流电焊机BX3-3004541809现场照明若干1510砂浆搅拌机8216设计内容和步骤1、现场勘探及初步设计(1)本工程所在施工现场范围内无各种埋地管线。(2)现场采用380V低压供电，设一配电总箱，采用TN-S系统供电。(3)根据施工现场用电设备布置情况，采用导线埋地敷设，布置位置及线路走向参见现场平面图，采用三级配电，两级防护。注意版式(4)按照《JGJ46-2005》规定制定施工组织设计，接地电阻R≤4Ω。 2、确定用电负荷施工动力用电Pc=48.4+180+11+22+22+12+22+180+16=513.4KW施工照明设备用电ΣPa=15KW施工现场峰值总用电量P=1.1×（K1×ΣPc+K2×ΣPa）K1:全部施工用电设备同时使用系数取K1=0.75K2：照明设备同时使用系数取K2=0.81.1：用电不均匀系数P=1.1×（0.75×513.4+0.8×15）=436.76KW3.3.6现场临建施工准备3.3.6.1三通一平：按现场勘察情况，确定道路、水、电走向，了解场地内有无障碍物影响施工的情况。3.3.6.2按公司文明施工要求，进行施工道路硬化、施工场地净化、办公及生活区绿化、围墙的美化、工地门头的亮化；做到公司徽标、工地大门和围墙设计制作和宣传、现场标识牌、安全帽、胸卡、服装统一按公司标准化模式执行。3.3.6.3临时设施的准备：施工现场按照总平面图设置道路，采用混凝土硬化路面，便于车辆行走及保持现场文明施工。施工现场的主要临建设施有：职工生活区、办公区、钢筋加工区、木工棚、周转材料堆放场地、垂直运输机械设备、灰浆搅拌机、砂料堆放区、碎石堆放区等，严格按施工现场总平面布置图布置和建设。 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