摘要
福建会堂国际会议厅采用了 3 5 m跨钢 -混凝土组合楼盖的结构体系。本文介绍该体系预应力钢大梁的制作、拼装。
The 35m span steel concrete composite slabs structural system is adopted in the international committee room of Fujian Assembly Hall. This article introduces the techniques of manufacture, consolidation, lifting of the pre stressed steel girder and the technique of formwork without supporting of slabs.
出处
《施工技术》
CAS
北大核心
2000年第8期21-23,共3页
Construction Technology
关键词
钢-混凝土组合楼盖
预应力钢梁
提升
steel concrete composite slab
pre stressed steel girder
manufacture
lifting
formwork
