摘要
沈阳北新客站主楼施工中利用已完基础和一层框架柱搭设扣件式钢管悬挑桁架.解决了高大悬挑结构的支模问题,为避开深层填土支模提供了一个方法.
This paper proposes a new method solving the problem of great structure formwork presented in the construction for the main building of Shenyang Northern New Railway Station.The method provides a best tain of thought to avoid filling deep layer with earth.
出处
《沈阳建筑工程学院学报》
1992年第2期143-148,共6页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
节点
强度
刚度
偏心受拉构件
偏心受压构件
大型客站
悬挑桁架支模
joint
strength
rigidity
eccentric tension member
eccentric compression member
triangular truss
resist overturning truss