摘要
恒大国际金融中心D座塔楼地上32层,主体结构高度148m,采用框架-核心筒结构体系。首先结合建筑方案及经济性分析说明了主体结构的体系选型方案。随后,系统介绍了项目设计过程中针对塔楼结构不规则项选用的计算措施和设计措施。同时,对塔楼设计选用的性能化设计方法进行了具体陈述。最后,对塔楼关键构件选用的补充计算方法和结构加强措施进行了重点介绍。研究及设计结果表明:通过选用合理的计算措施和设计措施,原结构的不规则性得到有效控制,结构各项计算指标可以较好的满足规范要求,结构安全、可靠,结构设计可行。
D Tower of EVERGRANDE International Financial Center with the height of 148m and 32 floors on the grand,uses the frame-core wall structure system.Firstly,combined architecture scheme and economic analysis,the structural system selection of the main structure was explained in this paper.Then,the calculation measures and the design measures about the irregularity of the structure were systematically introduced.At the same time,the performance design method of the structure was particularly stated.Finally,supplement calculation method and structure strengthening measures about the key component of the structure wer emphatically presented.Research and design results show that,by using reasonable computational measures and design measures,the irregularity of the original structure has been effectively controlled,and the structure calculation index can better meet the requirements of the standards.The structure is safe,reliable and the structural design is feasible.
作者
陈哿
赵锐
张路
童建坤
CHEN Ge;ZHAO Rui;ZHANG Lu;TONG Jiankun(China Architecture Design&Research Group,Beijing 100044,China)
出处
《建筑结构》
CSCD
北大核心
2022年第S01期69-73,共5页
Building Structure
关键词
超高层
框架-核心筒
超限
不规则
性能化设计
super high-rise
frame-core wall
overrun
irregular
performance design
作者简介
第一作者:陈哿,硕士,工程师,Email:312865561@qq.com。
