贵阳龙洞堡国际机场T2航站主楼(B区)土建结构设计概述  

The Overview of the Civil Engineering Structure Design of International Airport T2 Terminal(Area B) in Longdong Fort of Guiyang

作　　者：杨通文 

机构地区：[1]贵州省建筑设计研究院,550000

出　　处：《城市建筑》2014年第6期58-58,69,共2页Urbanism and Architecture

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.

关 键 词：复杂建筑 大跨 超长 预应力 

分 类 号：TU271.103[建筑科学—建筑设计及理论]