摘要:
大跨度自由曲面结构是空间结构设计当中的难点,特别是在曲面幕墙设计当中需要考虑和主体结构的连接,相关案例还比较少。上海国际航空服务中心大跨度曲面幕墙的钢结构上部连接塔楼主体结构,下部向裙楼水平发散,将两者以自然曲面的方式联系在一起,形成了一个裙摆的效果,实现建筑美学与结构设计理念的统一。设计中,大跨曲面部分利用参数化的方式形成网格,并确定了纵向空腹桁架和水平均匀布置的次梁。中间部分设计了交叉拉索体系形成平面内整体刚度,幕墙钢结构通过树形分叉柱及塔楼外伸撑杆与主体相连,形成了完整的结构体系。最后,采用Midas分析软件进行相关模型的弹性静力分析、静力几何非线性分析、弹性时程分析及关键构件复核验算,各指标均满足要求。
Abstract:
The design of long-span curved surface structure is the difficulty of spatial structure. Especially in the curtain wall design, the connection with the main structure needs to be considered, and there are few cases. The paper described the steel structure design process for long-span curved surface curtain walls of Shanghai International Aviation Service Center. The upper part of the curtain wall connected the main structure of the tower, and the lower part diverged horizontally to the podium, which connected the two with a natural curved surface, formed a skirt effect, and realized the unity of architectural aesthetics and structural design concepts. In the long-span curved surface part, the grid was formed by parameterization, and the longitudinal open web quilting frame and the secondary beam were determined. In the middle part, the cross cable system was designed to form the overall stiffness in the plane. The steel structure of curtain wall was connected with the main body through tree column and tower extension rod, forming a complete structural system. Finally, finite element analysis software was used to perform elastic static analysis, static geometric non-linear analysis, elastic time-history analysis, and checking verification of key members, all indicators could meet the construction requirements.