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钢混组合结构在深大文科楼工程中的应用
引用本文:巴桂江,张军,张良平. 钢混组合结构在深大文科楼工程中的应用[J]. 建筑结构, 2006, 36(5)
作者姓名:巴桂江  张军  张良平
作者单位:华森建筑与工程设计顾问有限公司,深圳,518054;华森建筑与工程设计顾问有限公司,深圳,518054;华森建筑与工程设计顾问有限公司,深圳,518054
摘    要:深圳大学文科楼结构上刚下柔,为提高其抗震性能,在结构下部局部使用了型钢混凝土柱和梁。介绍了型钢混凝土梁柱节点、主次梁节点和型钢混凝土梁与钢管混凝土柱的节点设计情况。对整体结构采用两种软件进行计算分析,结果表明,结构的变形性能得到改善,承载力满足要求。总结了工程组合结构设计的构造要求及确保工程质量的技术措施。

关 键 词:钢管混凝土  型钢混凝土  组合结构  节点设计  计算分析

SRC Structure Application of Literature Building in Shenzhen University
Ba Guijiang,Zhang Jun,Zhang Liangping. SRC Structure Application of Literature Building in Shenzhen University[J]. Building Structure, 2006, 36(5)
Authors:Ba Guijiang  Zhang Jun  Zhang Liangping
Abstract:The structure stiffness of Literature Building in Shenzhen University is irregular.The upper is stiff and the lower is soft.The shape steel RC columns and beams are used to improve the structural seismic performance.The joints design of shape steel RC beams to columns,the primary beams to secondary beams,and the shape steel RC beams to steel tube RC columns is introduced.The software SATWE and ETABS are used to analyse the structure.The results show that the deformation performance of the structure is improved,and bearing capacity cauld meet the demand. The construction measures of the SRC structure and the technique of ensuring the engineering quality are concluded.
Keywords:steel pipe RC  shape steel RC  SRC structure  joint design  calculation and analysis
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