摘要
北京庄胜广场中央楼24m跨多层空腹桁架是该工程结构施工的重点控制部位 ,其关键是保证空腹桁架梁的挠度值在设计允许范围内。为此采取措施利用脚手钢管支设荷载近6万kN的空腹桁架施工支撑 ,保证了支撑抗侧移的性能。
The multi-storey 24 m span vierendeel trusses are the key structures to control due operations of the Beijing Zhuangsheng Square Central Building.Therefore,all deflections of these vierendeel trusses must be strictly controlled within their design' s allowable limit.To achieve these goals,measures of adopting steel pipe scaffoldings for constructions of 60 000 kN vierendeer trusses shoring members,have been proved successful to control their lateral displacements.
出处
《建筑技术》
北大核心
1997年第8期553-555,共3页
Architecture Technology
关键词
空腹桁架
施工支撑
钢筋混凝土
高层建筑
广场楼
vierendeer truss,shoring member of construction,steel pipe scaffolding,dense gridiron type column,lateral desplacement resistant construction,deflection