型钢支撑满堂高支模脚手架安全性分析与应用  

Safety Analysis and Application of Full High-formwork Scaffold Supported by Shaped Steel

作　　者：刘睿[1] 罗宗礼[1] 何夕平[2] 郑磊[2] 张运帅[2] 

机构地区：[1]中建四局第六建筑工程有限公司,贵州贵阳550000 [2]安徽建筑大学土木工程学院,安徽合肥230022

出　　处：《施工技术》2014年第16期59-62,共4页Construction Technology

基　　金：安徽省住房城乡建设科学技术计划资助项目(2013YF-02);依山而建高落差倾斜结构施工关键技术集成(2012-11-05)

摘　　要：贵阳某建筑依山而建,部分倾斜段与山体不相连,倾斜跨度为36m。结合具体的特殊工程,施工中采用型钢支撑满堂高支模脚手架体系,为确保该体系的成功应用,采用理论分析、数值模拟和现场实时监测等研究方法,分析架体和型钢的最不利受力工况,预控和实时监控架体的安全状况,得出一些有益的结论。A building in Guiyang is built along some mountain. A inclined part in the building is independent from the mountain, the inclined span is 36m. This building uses full high-formwork scaffold system with shaped steel support. To ensure the successful application of the system, many research methods such as the theoretical analysis, numerical simulation and real-time field monitoring are used to analyze the most unfavorable stress condition of the scaffolding frame body and the shaped steel. By pre-controlling and real-time monitoring of the scaffolding frame body’ safety, some useful conclusions are summed up.

关 键 词：模板 脚手架 应力 位移 安全性 数值模拟 监测 

分 类 号：TU731.2[建筑科学—建筑技术科学]