摘要
本文以六安恒大文化旅游城项目某1号楼构架层悬挑支撑体系施工平台的成功应用为实例,详细阐述结构外形不规则、挑出跨度大、悬挑高度达74.635m的情况下,悬挑结构模板支撑体系以及悬挑外架支撑施工平台具体的施工流程,给后者以参考。
Taking the successful application of the cantilever support system construction platform for the framework layer of Building 1 in the Lu′an Hengda Cultural Tourism City Project as an example,this paper elaborates the concrete construction process of the cantilever structure formwork support system and the cantilever external support construction platform when the structure shape is irregular,the overhanging span is large,and the overhanging height reaches 74.635m,in order to provide reference for the latter.
作者
李平
LI Ping(Hefei College of Finance&Economics,Hefei 230000,Anhui Province,China)
出处
《景德镇学院学报》
2022年第6期69-71,89,共4页
Journal of JingDeZhen University
基金
校级《工程造价软件应用》网络课程建设(TZPY021)
校级《工程造价软件应用》职业规划教材建设(TZPY033)。
关键词
悬挑结构
支撑体系
构架层
安全性
cantilever structure
support system
framework layer
security
