1、编制依据：···············································12、工程概况：···············································13、施工部署：···············································1·····································2·············································2·······································2·········································34、施工前期准备············································3·············································3·············································3···································35、结构脚手架施工··········································4·········································4·············································8·······································14·············································26···································286、安全措施················································29·············································29·········································31···········································317、环保措施················································311、编制依据1.1施工图纸及现场概况：1.2《建筑施工质量管理标准》（DBJ14—033—2005）：1.3《建筑施工扣件式钢管脚手架安全技术规范》（JGJ130—2011）：《建筑施工安全技术手册》：1.5《建筑施工计算手册》：1.6《建筑施工手册》第四版（缩印本）；1.7《建筑结构荷载规范》（GB5009—2001）：2、工程概况序号项目内容1建设单位河南财政税务高等专科学校2监理单位郑州中兴工程监理有限公司3施工单位河南建隆建筑安装装饰工程有限公司4建筑面积㎡5建筑层数地下1层地上12层6建筑层高地下室3m标准层机房层m7结构形式基础形式筏型基础结构形式框架结构8建筑高度地上部分檐高3、施工部署序号职务姓名负责内容1项目经理徐贺卿对项目部管理人员进行明确分工，各司其职2技术负责人王俊杰负责分项施工方案的总体框架的确定，审核技术方案3材料主任贺高举负责各种外架材料的进场与现场管理4技术员刘亚辉负责外架施工的技术指导及现场巡视5质检员王振乾负责外架施工的质量检查6栋号长王堪负责外架安装及施工现场进度和现场安全巡视7测量负责张廷剑全面负责项目测量工作及相关内业资料8安全负责乔文杰全面负责项目安全工作及相关内业资料队人员部署由于本工程工期紧，质量要求高，为确保工程如期完工，主体施工期间，各施工队必须配备足够的架子工穿插作业，每个施工队要配备架子工不少于20人，每班设班长一名，所有架子工必须经培训，具有有效期内架子工上岗证。根据《施工组织设计》结构施工阶段现场平面布置图设计要求，外脚手架的周转材料使用前及拆除后集中码放在现场指定场地，保持现场整洁、干净。4、施工前期准备本工程结构外架按照悬挑架进行设计。根据工程进度情况，编制各种材料的备料计划、计划进场时间安排，确保脚手架及时搭设使用。4.2人员培训对架子工进行上岗培训。对工人进行安全教育，提高施工人员安全意识。4.3材料及施工工具准备材料准备：（1）钢管：钢管采用《直缝电焊钢管》（GB/T12793）中规定外经48mm，壁厚的3号普通钢管，其化学成份与机械性能符合国家标准《碳素结构钢》（GB／T700）中Q235—A级的规定。脚手架采用的钢管，在螺栓拧紧力矩达到65N.m时，不