广州金铂公寓板-柱剪力墙结构设计及节点研究  

The Design of slab-column Shear Wall Structure and Its Joints Study for the Guangzhou Jinbo Apartment Building

作　　者：林扑强[1] 陈星[1] 苏恒强[1] 徐静[1] 赖鸿立[1] 

机构地区：[1]广东省建筑设计研究院,广州510010

出　　处：《广东土木与建筑》2012年第4期6-9,共4页Guangdong Architecture Civil Engineering

摘　　要：广州金铂公寓采用的钢管混凝土-板柱结构体系突破了传统板柱-剪力墙结构体系的适用高度范围,其应用的型钢板柱节点是保证结构安全的关键构件.本文对型钢板柱节点的受力性能及安全性进行研究,提出了超高层建筑板柱结构设计关键技术的若干建议。The concrete filled steel tubular slab-column structure system has been used in the design of Guangzhou Jinbo Apartment Building which breaking through the applicable high scope defined in rules for the conventiional slab-column shear wall structure system.Study on the the mechanical performance and security of the joints of shaped steel slab-column-key members in the application for the building structural safety,the paper puts forward the number of related proposals in the key technology of super high-rise slab-column-wall design.

关 键 词：型钢板柱-剪力墙结构体系 型钢板柱节点 性能化设计 抗侧力体系 

分 类 号：TU9[建筑科学]