摘要
某钢结构剧院在观众厅混凝土看台上空采用叠拼正交主次钢桁架吊挂受力体系,实用桁架空间组合,实现了观众厅上部空间的综合利用,在满足建筑功能要求的同时,结构受力合理,安全可靠。针对施工难度大的特点,采取相应施工方法,保证了钢桁架体系在安装及服役期的安全。
In a steel structure theater over the concrete stand of the audience hall,the overlapping orthogonal primary and secondary steel trusses are used to hang the stress system,and the ingenious truss space com bination is used to realize the comprehensive utilization of the upper space of the audience hall,which meets the architectural functions and is reasonable,safe and reliable in structure stress.The construction is difficult,and the corresponding construction methods are adopted to ensure the safety of the steel truss system during installation and service period.
作者
商凯光
付雅娣
黄树青
段军
闫乐壮
SHANG Kai-guang;FU Ya-di;HUANG Shu-qing;DUAN Jun;YAN Le-zhuang(General Contracting Department of Beijing Construction Engineering Group Co.,Ltd.,100055,Beijing,China)
出处
《建筑技术》
2021年第1期36-37,共2页
Architecture Technology
关键词
叠拼正交
钢桁架吊挂
空间组合
overlapping orthogonal
steel truss hanging
spatial combination
