摘要
采用组合式排架支撑和叠合梁形式的混凝土浇筑工艺,完成了离地34.5m的大跨度斜交巨型梁的施工.
By the adoption of built-up bent-frame bracing and laminated-beam-like concreting, the construction of extra-large skewed beam with 34.5m high above ground and large span was successfully completed.
出处
《建筑施工》
1997年第3期15-17,共3页
Building Construction
关键词
斜交梁
排架支撑
钢筋绑扎
混凝土浇筑
skewed beam
bent-frame bracing
reinforcement binding
concreting
