目 录一、编制依据............................................................3二、工程概况............................................................3三、脚手架选型..........................................................3四、管理组织机构及劳动力计划............................................3五、搭设材料要求........................................................45.1 钢管............................................................45.2 扣件............................................................55.3 脚手板..........................................................55.4 安全网(平网)....................................................55.5 安全网（立网）...................................................5六、型钢悬挑式脚手架....................................................66.1 悬挑架设计及计算.................................................66.1.1、脚手架参数................................................66.1.2、荷载设计..................................................66.1.3、横向水平杆验算............................................86.1.4、纵向水平杆验算...........................................106.1.5、扣件抗滑承载力验算.......................................126.1.6、荷载计算.................................................126.1.7、立杆稳定性验算...........................................136.1.8、连墙件承载力验算.........................................146.2、悬挑梁验算....................................................156.2.1、基本参数.................................................156.2.2、荷载布置参数.............................................156.2.3、主梁验算.................................................166.2.4、悬挑主梁整体稳定性验算...................................186.2.5、锚固段与楼板连接的计算...................................19七、脚手架搭设技术要求.................................................207.1、立杆构造要求..................................................207.2、水平杆构造要求..............................................
