摘要
贵阳龙洞堡国际机场T2航站楼属钢筋混凝土框架+屋面网壳结构体系,为组合结构的复杂建筑。最大跨度18.0 m,最长结构尺寸255.0 m,大跨、超长不设缝。采用预应力楼盖结构体系,能有效地解决上述问题。
The international airport T2 terminal in Longdong fort of Guiyang belongs to the structure system of reinforced concrete frame plus roof reticulated shel , which is the compl-ex building with composite structure.The largest span is 18.0 m and the longest structure size is 255.0 m with large span and lo-ng distance without seam. The civil engineering structure uses the prestressed floor structure system, which can ef ectively solve the above problem.
出处
《城市建筑》
2014年第6期58-58,69,共2页
Urbanism and Architecture
关键词
复杂建筑
大跨
超长
预应力
complex architecture
large span
overlength
pre-stress
