目录一、编制依据·············································1二、工程概况·············································1三、总体筹划及施工部署···································21、总体筹划··········································22、安全领导小组······································4四、搭设流程及施工工艺···································4五、材料选择及构造要求···································15六、劳动力安排···········································16七、脚手架检查与验收·····································171、构配件检查与验收··································172、脚手架检查与验收··································18八、脚手架施工安全保证措施·······························191、组织保障··········································192、技术措施··········································223、监测监控··········································23九、应急预案·············································25十、型钢悬挑脚手架计算书·································27型钢悬挑脚手架专项施工方案一、编制依据1、民兴·瑞丰园商住楼施工设计图纸；2、民兴·瑞丰园商住楼施工组织设计；3、各类参考规范、图书：《建筑施工组织设计规范》GB/T50502-2009《建筑施工脚手架实用手册》《建筑结构荷载规范》GB50009-2012《混凝土结构设计规范》GB50010-2010《钢结构设计规范》GB50017-2011《建筑施工安全检查标准》JGJ59-2011《建筑施工高处作业安全技术规范》JGJ80-91《建筑施工扣件式钢管脚手架安全技术规范》JGJ130-2011危险性较大的分部分项工程安全管理办法（建质[2009]87号文）二、工程概况工程基本情况工程名称民兴·瑞丰园商住楼工程地点黄石港区武汉路308#建筑面积（m2）29522.62建筑高度（m）81.17基础形式人工挖孔桩主体结构框剪抗震等级3抗震设防烈度6地上层数26地下层数1标准层层高2.9m标准层楼板厚度120mm标准层结构混凝土强度梁、板C25各责任主体名称建设单位湖北民兴置业有限公司设计单位黄石市佳境建设设计有限公司施工单位大冶建工集团有限责任公司监理单位湖北华泰工程建设监理有限公司项目经理梁勋刚总监理工程师尹贵炘技术负责人梁勋猛专业监理工程师高开元本工程为湖北民兴置业有限公司开发建设的民兴·瑞丰园商住楼工程，位于黄石市武汉路308号。建设单位为湖北民兴置业有限公司；设计单位为黄石佳境建筑设计有限公司；监理单位为湖北华泰工程建设监理有限公司；施工单位为大冶建工集团有限责任公司。民兴·瑞丰园商住楼建筑高度为81.17m，地下1层，地上26层，1层层高5.1m，2层层高4.5m，3层层高4.9m，4-26层为标准层层高2.9m。三、总体筹划及施工部署（一）、总体筹划本工程考虑到施工工期、质量、安全和合同要求，故在选择方案时，应充分考虑以下几点：1、架体的结构设计，力求做到结构要安全可靠，造价经济合理。2、在规定的条件下和规定的使用期限内，能够充分满足预期的安全性和耐久性。3、选用材料时，力求做到常见通用、可周转利用，便于保养维修。4、结构选型时，力求做到受力明确，构造措施到位，升降搭拆方便，便于检查验收；5、综合以上几点，脚手架的搭设，还必须符...
