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施工组织设计工程名称：小镇北区G4栋楼建设单位：监理单位：施工单位：日期：2009年8月10日小镇G4—施工组织设计1施工组织设计审批表C2-01-2工程名称小镇北区G4编制人部门审批意见责任人项目经理部审批项目负责人：年月日技术负责人：年月日质量负责人：年月日安全负责人：年月日公司级审批技术部门负责人：（公章）年月日质量部门负责人：（公章）年月日安全部门负责人：（公章）年月日生产部门负责人：（公章）年月日总工程师：（公章）年月日监理（建设）单位审批监理工程师：（公章）年月日总监理工程师（建设单位项目负责人）：（公章）年月日小镇G4—施工组织设计2审批栏工程名称小镇北区G4项目负责人施工单位技术负责人审批部门审核意见技术部门（盖公章）审核人：审核日期：质量部门（盖公章）审核人：审核日期：安全部门（盖公章）审核人：审核日期：生产部门（盖公章）审核人：审核日期：总工程师（盖公章）审核人：审核日期：小镇G4—施工组织设计3目录第一章编制依据·············································································································4第二章工程概况·············································································································5第三章工程项目实施目标·································································································7第四章施工部署·············································································································7第五章施工准备·············································································································8第六章施工测量方案·······································································································9第七章分部分项工程施工方法及技术措施··········································································12第八章保证工程质量措施······························································································141第九章保证工期措施····································································································155第十章质量通病预防措施······························································································157第十一章成本目标控制措施······························································································160第十二章季节性施工措施·································································································161第十三章安全文明施工、环境保护措施···············································································162第十四章保证员工健康、安全措施·····················································································179第十五章成品保护措施····································································································184第十六章防水、防渗技术措施···························································································185第十七章地下管线及其他地上地下设施的保护加固措施··························································187第十八章工程中新技术、新工艺推广及应用········································································187第十九章工程的技术服务和完工后服务的内容及措施·····························································188第二十章机械设备一览表施工现场平面图总进度计划··························································191小镇G4—施工组织设计4第一章编制依据一、G4栋工程施工图纸、规划设计总平面图、图纸会审资料二、建设单位提供的地质勘察报告书三、黑龙江建筑安装工程施工技术操作规程四、黑龙江省建筑安装工程质量验收标准和国家建筑安装工程施工质量验收规范1.统一标准DB23/711-20032.建筑装饰装修工程DB23/712-20033．建筑给排水工及采暖工程DB23/713-20034.砼结构工程DB23/716-20035.砌体工程DB23/716-20036.建筑地面工程DB23/718-20037．通风与空调工程DB23/719-20038．电梯工程DB23/720-20039.建筑地基基础工程DB23/721-200310.屋面工程DB23/722-200311.建筑电气工程DB23/723-200312.地下防水工程DB23/723-200313.建筑工程施工质量验收统一标准GB50300-200114．建筑地基基础工程施工质量验收规范GB50202-200215.砌体工程施工质量验收规范GB050203-200216.混凝土工程质量验收规范GB50204-200217.屋面工程质量验收规范GB50207-200218.地下防水工程质量验收规范GB50208-200219.建筑地面工程施工质量验收规范GB50209-200220.建筑装饰工程质量验收规范GB50210-2002小镇G4—施工组织设计521.电梯工程施工质量验收规范GB50310-200222.智能建筑工程质量验收规范GB50339-200323.地下工程防水技术规范GB50108-200124.施工现场临时用电安全技术规范JGJ46-200525.机件式钢管脚手架搭设安全技术规范JGJ46-200526.质量管理体系要求GB/T19001-2000第二章工程概况一、工程建设简介工程名称：·滨湖小镇G4用途：高层住宅和地下一层车库开工日期：竣工日期：建设单位：设计单位：监理单位：勘察单位：施工单位：二、建筑概况本工程为房地产开发公司开发建设的·滨湖小镇G4高层住宅和地下一层车库，本工程总建筑面积12725.7m2，阳台面积912.6m2，共有住宅156套，建筑高度为79.50m，本工程为26层，地下一层，住宅层高3米，，本工程±0.000标高相当于绝对标高118.65m。三、结构概况结构形式主体为剪力墙结构，车库为框架机构，基础为桩基础，抗震等级为四级，抗震设防烈度为6度，梁、板为全现浇钢筋混凝土，地下部分外墙厚350mm的钢筋砼剪力墙，外加80mm厚挤塑板保温，内隔墙采用200、100厚陶粒砼砌块，地上部分外墙为200厚钢小镇G4—施工组织设计6筋混凝土剪力墙，外墙填充采用200厚陶粒砌块墙。四．屋面概况屋面防水等级为二级，合理使用年限为15年，设一道刚性防水，二道柔性防水，设防做法为二道合成高分子防水卷材，防水卷材总厚度不得小于2.4mm，40mm厚C20细石砼掺防水剂并配置直径为4~6mm间距为100~200的双向钢筋网片，钢筋网片在分割缝处应断开，其保护层厚度不应小于10mm，屋面保温层每隔6m设通气孔，屋面保温层选用100厚挤塑板，屋面及地下室屋面均设隔气层，大于1.0厚高分子合成卷材一道。五．装修概况外墙面为橘红色外墙涂料，局部装饰线为灰色外墙涂料。室内装修方面：内墙面分别为理石贴脸、乳胶漆墙面、刮大白墙面、水泥砂浆拉毛、具体见建施—01，装修一览表，顶棚分别为石膏板吊顶，乳胶漆顶棚、刮大白顶棚、踢脚线分别为防滑地砖踢脚，水泥砂浆踢脚。地面/楼面分别为防滑地砖楼面，水泥砂浆楼面，地面混凝土原浆压光，混凝土楼面。门窗：外窗为三玻塑钢节能窗，阳台门连窗采用三玻塑钢。水、电等专业概况：生活给、排水系统，消防系统、采暖系统、通风系统、照明系统、防雷及接地系统、综合布线系统，每个单元设一部消防电梯，载重量1000KG，电梯速度1.75m/s,梯门采用慢关闭，电梯从首层到顶层的运行时间不超过60S，并在首层设供消防队员专用操作按钮。六．施工条件和施工特点1．松北区热源路南侧，紧邻热源路与赛纳欧香高级住宅区隔路相望，东侧、西侧为G3、G5为同一家同期开发建设的工程，共享一个大的施工场地，共用一个木模，钢筋制作场地，交通便利。2．本工程施工现场场地已平整，场地笔记宽敞，施工用水用电由业主提供，满足施工需要。3．根据地质报告，地下水对混凝土结构弱侵蚀性，抗浮水位绝对标高为115.80m。4．本工程模板、钢筋、砼工程量大，需制定相应的技术措施。5．地下室、屋面、卫生间的防渗漏是保证本工程质量的关键之一，必须采用取有效的小镇G4—施工组织设计7防水技术保障措施，预防质量问题的发生。第三章工程项目实施目标一、工期目标：2009年月日开工，2009年11月15日入冬维护，2010年月日复工，2010年月日竣工。二、质量目标：三、安全目标：安全生产执行JG59-99《建筑施工安全检查标准》增强安全意识，确保安全生产，杜绝重大恶性安全事故发生。四、环境保护目标：施工中增强环境保护意识，施工现场进行规划，封闭式管理，有效控制施工噪音和污染，合理使用土建、水、电等施工机械。五、职业健康目标：按照ISO2800《职业健康安全管理体系》管理，易燃易爆品安全存放，杜绝机械触电，火灾等恶性事件发生，作好卫生管理，确保员工身体健康。第四章施工部署一、施工段的划分1.本工程地下室底板分为两个施工段，以后浇带为流水施工段分界线，底板以上结构按一个施工段。2.主体结构每层一个施工段3.地下室柱、剪力墙、梁、板模板按一个流水段配置，主体结构剪力墙模板、梁模板、板模板按二层配制。二、施工程序按先地下后地上，先土建后安装，先主体后围护，先结构后装饰，水电安装的预埋、预留，随主体上升同步进行，内装修在主体结构上升至8层后，即进行穿插施工，外装修待主体施工完毕后，自上而上连续作业一次完成，内装修从砌筑开始。三、人员组织机构部署本工程配备一套完整的管理组织机构