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作 者:伍永胜 农兴中 WU Yongsheng;NONG Xingzhong(Guangzhou Metro Design and Research Institute Co.,Ltd.,Guangzhou 510010,China)
机构地区:[1]广州地铁设计研究院股份有限公司,广州510010
出 处:《建筑结构》2020年第10期90-95,共6页Building Structure
摘 要:对目前车辆段上盖开发采用的几种常见结构体系进行了总结,并对其适应性进行了分析。提出了一种全框支剪力墙结构体系,对全框支剪力墙结构屈服机制的选择、控制楼层屈服的措施,以及框支框架、节点、转换层楼板等的设计要求进行了论述。以广州地铁六号线萝岗车辆段为例,阐述了全框支剪力墙结构的设计要点。Several common structural systems used in the development of upper property part of metro depot were summarized, and their adaptability was analyzed. A kind of full frame-supported shear wall structural system was put forward. The selection of yield mechanism of full frame-supported shear wall structural system, the measures to control the floor yield, and the design requirements of supporting frame, node and transfer floor were discussed. Taking Luogang depot of Guangzhou Metro Line 6 as an example, the design essentials of full frame-supported shear wall structural system were expounded.
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