大跨度悬挑屋面板脚手架施工技术浅析  

Brief analysis of large span cantilever roof board scaffold construction technology

作　　者：杨蕊[1] 李文兴[1] 金凌志[1] 赵军[1] 

机构地区：[1]广西岩土力学与工程重点实验室 桂林理工大学,广西桂林541004

出　　处：《工程建设》2014年第4期35-38,44,共5页Engineering Construction

基　　金：广西自然科学基金项目(2011GXNSFA018031);广西教育厅科研资助项目(201012MS098)

摘　　要：通过对南方某工程坡屋面脚手架施工实例的介绍,阐述了大跨度悬挑脚手架架体的几何构成,介绍了大跨度悬挑屋面板脚手架架体的设计方案和施工技术,并提出了这种脚手架的计算方法和施工要求。工程实践验证了该架体的设计施工方案是合理可行的。Through introduction of a project of the slope roof scaffold construc- tion in the south area, the geometric composition of large span cantilever scaffold frame body was described, the design scheme and construction technology of the frame body were introduced, and the calculation method and construction requirements of this scaffold were put forward. The project practice proves that the design and the con- struction scheme of this frame body is reasonable and feasible.

关 键 词：悬挑脚手架 几何构成 计算方法 施工技术 

分 类 号：TU392.3[建筑科学—结构工程] TU731.2