摘要
某高层钢结构住宅采用了杭萧钢构股份有限公司自主研发的装配式钢管束混凝土组合结构体系。重点介绍了钢管束混凝土组合结构的主体结构体系、计算假定及方法、结构整体计算、主要构件验算,计算结果表明:钢管束混凝土组合结构中钢管束混凝土剪力墙是主要的承受竖向作用和水平作用的构件,满足现行规范及标准的要求。
A high-rise steel structure residential building adopt the assembled steel pipe bundle concrete combined structure system which is developed independently by Hangxiao Steel Structure Co.,Ltd. The main structure system,the calculation assumption and the method,the overall calculation and the checking calculation of the steel pipe bundle concrete combined structure were introduced. The calculation results show that the shear wall in steel pipe bundle concrete combined structure is the main component that bears vertical and horizontal actions,which satisfies the requirements of the existing codes and standards.
出处
《建筑结构》
CSCD
北大核心
2018年第S1期84-87,共4页
Building Structure
关键词
高层钢结构住宅
钢管束混凝土组合结构
结构设计
high-rise steel structure residential building
steel pipe bundle concrete combined structure
structural design