建筑结构

2016, v.46;No.441(21) 59-63+50

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广州新白云国际机场T2航站楼混凝土结构设计
Concrete structural design of T2 Terminal of Guangzhou New Baiyun International Airport

傅剑波;区彤;陈星;李桢章;戴鹏森;刘润富;刘振阳;卢德辉;
Fu Jianbo;Ou Tong;Chen Xing;Li Zhenzhang;Dai Pengsen;Liu Runfu;Liu Zhenyang;Lu Dehui;Architectural Design and Research Institute of Guangdong Province;

摘要(Abstract):

广州新白云国际机场T2航站楼东西向长1 088m,南北向宽597m。下部为钢筋混凝土框架结构体系,钢屋面采用网架结构。从基础设计、上部结构布置、抗震性能设计分析三方面介绍了该工程混凝土结构设计情况。针对部分关键问题,如复杂岩溶地区的基础设计、未设温度变形缝的超长混凝土结构设计、大跨度超厚预应力空心楼盖、混凝土特殊宽扁梁的设计及与柱的连接方式等,详细介绍了在设计中所采取的解决措施。
T2 terminal of Guangzhou New Baiyun International Airport has length of 1 088 m from east to west and width of597 m from north to south. The lower part is reinforced concrete frame structural system and steel roof adopts grid structure.The concrete structural design condition of the engineering was introduced from three aspects of the foundation design,the upper structure layout and the performance-based seismic design analysis. Measures in design were taken aiming at some key problems and the measures were introduced in detail,including foundation design in complex Karst area,super-long concrete structure design without temperature joints,large-span super thick prestressed concrete hollow-slab,concrete special flat beam design and column connection design.

关键词(KeyWords): 广州新白云国际机场;航站楼;超长结构;桩基础;岩溶地区;抗震性能设计;梁柱节点
Guangzhou New Baiyun International Airport;terminal;super-long structure;pile foundation;Karst area;performance-based seismic design;beam-column connection

Abstract:

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作者(Author): 傅剑波;区彤;陈星;李桢章;戴鹏森;刘润富;刘振阳;卢德辉;
Fu Jianbo;Ou Tong;Chen Xing;Li Zhenzhang;Dai Pengsen;Liu Runfu;Liu Zhenyang;Lu Dehui;Architectural Design and Research Institute of Guangdong Province;

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DOI: 10.19701/j.jzjg.2016.21.010

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