主楼及地库模板支撑架施工方案编制：审核：日期：编号：2018年月日中国建筑第八工程局有限公司目录第一章 编制依据 ·························· - 3 -1.1 编制依据 ·························· - 3 -第二章 工程概况 ·························· - 3 -2.1 项目基本情况 ························ - 3 -2.1.1 基本情况 ······················· - 3 -2.1.2 工程概况 ······················· - 3 -2.2 脚手架概况 ························· - 3 -第三章 施工安排 ·························· - 4 -3.1 项目管理组织 ························ - 4 -3.1.1 项目组织架构 ····················· - 4 -3.1.2 项目管理人员花名册及职责分工 ············· - 4 -3.2 职业健康安全和环境管理目标 ················· - 5 -第四章 施工进度计划及工期保证措施 ················· - 5 -4.1 施工进度计划 ························ - 5 -4.2 工期保证措施 ························ - 5 -4.2.1 组织保证措施 ····················· - 5 -4.2.2 技术保证措施 ····················· - 6 -第五章 施工准备与资源配置计划 ··················· - 6 -5.1 施工准备计划 ························ - 6 -5.2 资源配置计划 ························ - 7 -5.2.1 劳动力配置计划 ···················· - 7 -5.2.2 施工机具配置计划 ··················· - 7 -5.2.3 测量设备配置计划 ··················· - 7 -第六章 主要施工方法及工艺 ····················· - 7 -6.2 满堂支撑架 ························· - 7 -6.2.1 搭设工艺流程 ····················· - 7 -6.2.2支撑架搭设 ······················· - 7 -6.2.3支撑架搭设方法 ····················· - 8 -6.3楼板梁支撑架施工 ······················· - 9 -6.4执行强条 ·························· - 10 -第七章 脚手架的验收与检查 ····················· - 10 -第八章 安全管理措施 ························ - 11 -8.1 组织保障 ························· - 11 -8.1.1 安全管理组织机构 ·················· - 11 -8.1.2 安全管理职责分工 ·················· - 11 -中国建筑第八工程局有限公司8.2 安全重大危险源 ······················ - 13 -8.3 安全管理措施 ······················· - 14 -第九章 应急预案 ·························· - 14 -1.1 编制依据1、《建筑施工计算手册》中国建筑工业出版社；2、《建筑施工手册》第四版中国建筑工业出版社；3、《建筑结构荷载规范》(GB50009-2012)中国建筑工业出版社；4、《建筑施工脚手架实用手册(含垂直运输设施)》中国建筑工业出版社；5、《建筑施工扣件式钢管脚手架安全技术规范》(JGJ130-2011)中国建筑工业出版社；6、《钢管脚手扣件标准》JGJ22-85；7、《建筑地基基础设计规范》(GB50007-2011)中国建筑工业出版社；8、《建筑施工安全检查标准》(JGJ59-2011)中国建筑工业出版社；9、《混凝土结构设计规范》(GB50010-2010)中国建筑工业出版社；10、危险性较大的分部分项工程安全管理办法（建质[2009]87号文）；11、松江新城售楼部结构与建筑施工图纸；第二章工程概况2.1 项目基本情况本方案针对主楼以及地库模板支撑专项编制，主楼包括1~10号楼（除去11#楼售楼部），主楼部分现浇框架结构包含地下一层、1F、2F、3F，3F楼面板为现浇、3F外墙为PC预制外墙，4F以上均为PC结构。