摘要
与传统模板相比,低位顶升模板具有无需重复拆装,节省人工,也可以缩短工程的工期的特点,在超高层建筑中得到了越来越广泛的运用。顶升模板的支撑结构在施工过程的荷载与原设计有较大的差别,因此往往成为施工中安全隐患。本文结合福州宇洋.中央金座项目工程实例,对低位顶升模板的支撑连梁进行抗弯和抗剪监测,监测方法可为同类工程提供参考。
Compared with the traditional formwork, low position lifting formwork is characteristic with having no need to assemble and disassemble repeatedly, saving labor, as well as shortening project＇ s duration, which is widely used in super high - rise building. Load on the support structure of the lifting formwork during the construction is quite different from that in original design, which therefore tend to become security risks in the construction. In this paper , binding Yu Yang ~ Central the Golden Plaza Project in Fuzhou , flexural and shear monitoring for support coupling beam of low position lifting formwork is conducted, and it~ monitoring methods provide a reference for similar projects.
出处
《福建建筑》
2013年第1期65-67,共3页
Fujian Architecture & Construction
基金
福建工程学院-中建三局产学研课题(GY-H-12004)
关键词
低位顶升模板体系
施工监测
超高层建筑
Low position lifting formwork system
Construction monitoring
Super high -rise building
