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.
出处
《施工技术》
CAS
北大核心
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)
关键词
模板
脚手架
应力
位移
安全性
数值模拟
监测
formwork
scaffold
stress
displacement
safety
simulation
monitoring
