建筑框支剪力墙结构转换层的施工技术

Construction Technology of Transfer Floor of Frame-supported Shear Wall Structure

某工程总建筑面积为32 102 m2,对建筑物整体结构进行安全测定,从框架剪力墙结构、受力特点及注意事项等方面,对高层建筑框支剪力墙结构的设计要点进行分析,并总结出转换层结构的设计理念与构造要求,并对框支结构设计要点中,结构竖向布置、结构平面布置、抗震等级确定进行详细阐述,为相类似施工提供一定的参考。

A project with a total construction area of 32 102 m^2 to safety determined by the overall structure, from the frame shear wall structure, the mechanical characteristics and the matters needing attention,etc.,the design of high-rise building with frame shear wall structure point is analyzed,and summarizes the transformation layer structure design idea and construction requirement,and for frame structure design,the structure of the vertical layout, structure layout,seismic grade determination in detail, providing some reference for the similar construction.