中国华能集团人才创新创业基地办公楼悬挑结构设计  

Cantilever structure in building of CHNG Talent Innovation and Entrepreneurship Campus

作　　者：杨育臣[1] 张燕平[1] 沈莉[1] 李国强[1] 甘明[1] 陈一[1] 周忠发[1] 

机构地区：[1]北京市建筑设计研究院有限公司,北京100045

出　　处：《建筑结构》2013年第17期101-104,47,共5页Building Structure

摘　　要：长悬挑结构的竖向地震反应及防连续倒塌设计必须引起工程技术人员的重视。华能集团人才创新创业基地办公楼,由于建筑的独特造型,层4及层14设悬挑钢桁架,最大悬挑长度达到18m,标准层在层7,10,13分别设置一层球形办公室,采用桁架悬挂在最东侧钢管混凝土柱-钢支承筒外,最大悬挑长度达到12.4m。采用竖向地震波对悬挑结构进行了时程分析,通过对比悬挑结构的加速度,给出了竖向加速度放大系数。对悬挑结构的几榀关键桁架进行了防倒塌分析,以保证结构设计是安全的。The problems of vertical seismic action and preventing structural progressive collapse must draw the attention of engineers in the design process of long cantilever structure. Due to the unique shape, the cantilever steel trusses are set up in the fourth and fourteenth layers of office building for China Hua Neng Group （CHNG） Talent Innovation and Entrepreneurship Campus. The maximum cantilever length can reach to 18m. The staggered spherical offices are set in the seventh, tenth and thirteenth standard layers. The spherical offices are hanging in the outside of the steel brace tube using the trusses. The maximum cantilever length of the spherical offices can reach to 12.4m. Time history analysis of the cantilever structure was done using the vertical seismic waves. By comparing the acceleration of the cantilever structure, the vertical acceleration amplification factor are obtained. In order to ensure the safety of the structure, the preventing structural progressive collapse analysis was used for critical trusses of the cantilever structure.

关 键 词：悬挑结构 竖向地震 竖向加速度 球形办公室 防连续倒塌 

分 类 号：TU391.4[建筑科学—结构工程] TU973.13