摘要
采用与建筑同高度的两榀大桁架为主受力结构,在其顶部、底部分别设置与之刚接的钢梁作为房屋的横向结构框架。本结构形式有效的解决了在大跨度的建筑物上运行大重量的工艺设备时结构挠度难以控制的问题,可供类似工程的设计参考。
Two large trusses as high as the buildings were used to be primary bearing structures. The top and bottom of trusses were rigidly connected with steel beams, which formed the transverse structure frames of the building. This structure could effectively solve the flexibility control difficulty while heavy process equipment was travelling on the large-span building, which could provide reference for similar projects.
出处
《港工技术》
2015年第1期37-38,共2页
Port Engineering Technology
关键词
主桁架
重荷载
挠度控制
仓顶房
primary truss
heavy load
flexibility control
building on top of silo