剪力墙连梁抗剪截面超限的配筋设计  

Reinforcement design on shear section over-limited of coupling wall-beam

作　　者：李霞 

机构地区：[1]太原市建筑设计研究院,山西太原030002

出　　处：《山西建筑》2017年第33期43-44,共2页Shanxi Architecture

摘　　要：分析了连梁对剪力墙的影响,并针对剪力墙结构中连梁抗剪截面超限的问题,提出了连梁的超筋处理方法及连梁截面的配筋设计方法,从而使连梁达到"小震不坏、中震可修、大震不倒"的设计要求。The influence of the coupling beam on shear wall is analyzed, aiming at the problem of shear section over-limited of coupling wall- beam ,puts forward the over-limited method of the coupling beam and the reinforcement design method of the section of the coupling beam, so as to achieve the design requirements for the coupling beams which can be sound after small earthquakes, repairable after the medium ones and un-shakable after large ones.

关 键 词：连梁 剪力墙结构 配筋设计 

分 类 号：TU318[建筑科学—结构工程]