悬挑脚手架施工方案目录1.编制依据..............................................................42.工程概况..............................................................43.施工部署..............................................................43.1组织机构.........................................................43.2设计总体思路.....................................................43.3劳动力准备.......................................................53.4材料准备.........................................................53.5机具准备.........................................................54.脚手架构造要求........................................................64.1总的设计尺寸.....................................................64.2纵向水平杆.......................................................64.3横向水平杆.......................................................74.4脚手板...........................................................74.5立杆.............................................................74.6连墙件...........................................................74.7剪刀撑...........................................................84.8扣件.............................................................85.脚手架的搭设和拆除施工工艺...........................................85.1脚手架搭设施工工艺...............................................85.2脚手架的拆除施工工艺.............................................96.目标和验收标准.......................................................97.安全文明施工保证措施.................................................107.1材质及其使用的安全技术措施......................................107.2脚手架搭设的安全技术措施........................................107.3脚手架上施工作业的安全技术措施..................................107.4脚手架拆除的安全技术措施........................................117.5文明施工要求...................................................127.6应执行的强制性条文..............................................138.设计计算.............................................................148.1设计概况........................................................148.2设计校核内容....................................................158.3施工荷载传递路线................................................158.4搭设尺寸设计校核................................................158.4.1验算横向水平杆抗弯强度....................................158.4.2验算横向水平杆变形........................................168.4.3验算纵向水平杆抗弯强度....................................168.4.4验算纵向水平杆变形........................................178.4.5验算扣件的抗滑承载力......................................178.4.6立杆稳定验算..............................................178.4.7连墙件验算................................................198.5悬挑工字钢梁承载力计算................................................................................................20附图1：钢套箍大样及埋设位置图.........................................221.编制依据①《建筑施工扣件式钢管脚手（JGJ130－2011）；2②《建筑施工安全检查标准》（JGJ59-2011）；③《建筑施工高处作业安全技术规范》（JGJ80-2011）；④《建筑结构荷载规范》（GB50009-2012）。⑤本工程施工图纸和投标文件；⑥本工程施工组织设计。2.工程概况**位于**，建筑基底面积3465.47㎡，建筑总面积29587.16m2，主楼建筑总高度为76.65m。结构类型为框架剪力墙结构，...
