摘要
介绍了南宁园博园园林艺术馆的结构设计,对下部超长混凝土结构进行分析并采取相应的处理措施,对上部单层网壳钢结构屋面进行整体稳定分析,并采取节点构造措施。通过设置圆管过渡区,解决了不在一个平面的6个钢构件的空间相交问题,在保证结构安全的条件下,加快了钢结构加工和现场安装速度,保证了工程按期竣工。
Structure design process of garden museum for Garden Expo Park in Nanning was introduced. In the structure design,details were considered for the overlong concrete structure. Buckling analysis and connection details were highlighted for the single-layer dome. The project consists of a steel grid roof which forms a spatial triangle. Six steel members will connect together for most of the joints. To speed up the construction,a pipe transition area is adopted which simplifies the connection workload.
出处
《建筑结构》
CSCD
北大核心
2018年第S1期181-184,共4页
Building Structure
关键词
超长
整体稳定
单层网壳
圆管过渡区
overlong
integral stability
single-layer shell
pipe transition area
