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目录
1编制说明·························································································································································1
2编制依据·························································································································································2
3资料管理类安全隐患··········································································································································3
4工程实体类安全隐患··········································································································································5
4.1【材料及构配件】类隐患·······························································································································5
4.2【脚手架主体及基础】类隐患·························································································································16
4.3【脚手架构造】类隐患································································································································32
4.4【各类型脚手架】类隐患····························································································································59
4.5【脚手架使用】类隐患··································································································································72;建筑施工安全生产隐患识别图集（通用脚手架工程部分）;2;3;4;工程实体类安全隐患
【材料及构配件】类隐患
钢管-1;4.1.2钢管-2;4.1.3钢管-3;4.1.4钢管-4;1.表面锈蚀深度应符合下表的规定。锈蚀检查应每年一次。检查时，应在锈蚀严重的钢管中抽取三根，在每根锈蚀严重的部位横向
截断取样检查，当锈蚀深度超过规定值时不得使用。;4.1.5扣件-1;4.1.6扣件-2;4.1.7扣件-3;4.1.8型钢-1;4.1.9型钢-2;4.1.10钢丝绳;【脚手架主体及基础】类隐患
立杆基础-1;4.2.2立杆基础-2;4.2.3立杆基础-3;4.2.4立杆基础-4;4.2.5立杆基础-5;4.2.6立杆基础-6;4.2.7脚手架主体-1;4.2.8脚手架主体-2;4.2.9脚手架主体-3;4.2.10脚手架主体-4;4.2.11脚手架主体-5;4.2.12脚手架主体-6;4.2.13脚手架主体-7;4.2.14脚手架主体-8;4.2.15脚手架主体-9;4.2.16脚手架主体-10;【脚手架构造】类隐患
脚手板-1;4.3.2脚手板-2;4.3.3防护栏杆-1;4.3.4防护栏杆-2;4.3.5挡脚板;4.3.6连墙件-1;4.3.7连墙件-2;4.3.8连墙件-3;4.3.9架体预留洞口;4.3.10剪刀撑-1;4.3.11剪刀撑-2;4.3.12人行斜道设置;4.3.13卸荷装置-1;4.3.14卸荷装置-2;1.
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