摘要
在超高层结构的核心筒设计中,为减薄墙的厚度,可在剪力墙体中设置钢板,形成钢-混凝土组合剪力墙结构。结合平安金融中心项目的钢-混凝土组合剪力墙的结构设计与施工,对钢-混凝土组合剪力墙的连接构造、施工措施等进行探讨,并对其在工程中的应用提出一些建议。
In the design process of core wall of super high-rise building,steel plates can be imbedded in shear wall to form steel-concrete composite shear wall and decrease thickness. Based on the structural design and construction of steel-concrete composite shear wall of Ping' an Financial Center,the connection details and construction measures of steel-concrete composite shear wall were discussed and some suggestions were given for its application.
出处
《建筑结构》
CSCD
北大核心
2015年第3期8-11,共4页
Building Structure
关键词
平安金融中心
钢-混凝土组合剪力墙
钢板墙
节点构造
爬模施工
施工措施
Ping'an Financial Center
steel-concrete composite shear wall
steel plate wall
joint detail
climbing formwork construction
construction measure
