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广交会琶洲展馆综合楼主体结构设计
引用本文:刘少武,朱昌宏.广交会琶洲展馆综合楼主体结构设计[J].广东土木与建筑,2009(1):3-7.
作者姓名:刘少武  朱昌宏
作者单位:广州市城市规划勘测设计研究院,广州510060
摘    要:通过对框架核心筒超高层结构选型的综合分析比较,确定其优选方案为钢-混凝土混合结构,塔楼框架柱采用矩形钢管混凝土柱,并采用构造简单的变截面式加腋梁柱节点,提高节点的耗能能力,同时根据节点试验建议,提出钢管柱与钢筋混凝土梁和钢梁,剪力墙与钢框架梁之间的刚性连接节点大样,可供类似工程参考使用。

关 键 词:结构选型  钢-混凝土混合结构  矩形钢管混凝土柱  节点设计

Subject Structure Design in Pazhou Complex of Canton Fair
Liu Shaowu Zhu Changhong.Subject Structure Design in Pazhou Complex of Canton Fair[J].Guangdong Architecture Civil Engineering,2009(1):3-7.
Authors:Liu Shaowu Zhu Changhong
Affiliation:Liu Shaowu Zhu Changhong (Guangzhou Urban Planning & Design Survey Research Institue Guangzhou 510060,China)
Abstract:Based on the comprehensive analysis and comparison of frame-corewall structure of tall building,determine the structure optimization--steel-concrete mixed structure. Tower columns use Concrete-Filled Rectangular Steel Tube (CFRST). The simple cross-section type haunched,improve beam-column nodes of energy dissipation capacity. According to the test,and puts forward Suggestions for CFRST column with steel reinforced concrete beams or steel beams of rigid connection,and the shear wall with steel frame beams of rigid connection. These use for reference in similar engineering.
Keywords:Structure optimization  The steel-concrete mixed structure  Concrete-Filled Rectangular Steel Tube column  Node design
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