摘要
以包头时代广场G区高层结构设计为例,对工程的平面不规则,每个塔楼的柱跨只有两跨,并且每隔层局部梁及楼板缺失、长宽比超限问题进行了分析,并对核心筒、剪力墙布置及梁布置进行了优化设计,提出了对于超长结构的分缝及后浇带的处理方法。
Taking the structural design of G zone of Times Square in Baotou city as an example, the paper analyzes the irregular engineering plate, two-span tower building, lackage of local layer beam and floor, extra-limit length and width rate, optimizes the core-tube shearing wall dis- tribution and beam distribution, and puts forward the separating joint and post-grouting treatment methods of extra-long structure.
出处
《山西建筑》
2014年第12期22-24,共3页
Shanxi Architecture
关键词
高层建筑
框剪结构
优化设计
地下室设计
high-rise building, frame-shearing structure, optimal design, basement design
