广州新白云国际机场航站楼混凝土结构设计  

The Concrete Structure Design of the Terminal Building in Guangzhou New Baiyun International Airport

作　　者：李桢章[1] 杨新生[1] 李恺平[1] 李松柏[1] 梁艳云[1] 伍国华[1] 刘斯力[1] 刘璟 

机构地区：[1]广东省建筑设计研究院,广东广州510010

出　　处：《建筑结构学报》2002年第5期84-86,共3页Journal of Building Structures

摘　　要：本文介绍了广州新白云国际机场航站楼共350000m2的大柱网混凝土结构设计。框架梁为有粘结预应力混凝土宽扁梁,次梁采用无粘结预应力混凝土结构。航站楼的混凝土框架不承受水平力是一项独特的设计,目的是使混凝土框架的用钢量降至最低。The 350000m2 big column network concrete structure design of the terminal building in Guangzhou New Baiyun International Airport is introduced in this paper. The bonded prestressed concrete structural wide flat beams were employed as the frame beams, while the unbonded prestressed concrete structure was applied to the junior beams. A unique of no lateral force frame structure for the building was adopted for decreasing the steel consumption in the concrete frame to the least degree.

关 键 词：广州新白云国际机场 航站楼 混凝土结构 有粘结预应力 无粘结预应力 宽扁梁 结构设计 

分 类 号：TU375[建筑科学—结构工程]