(北京凯帝克建筑设计有限公司 100037)
【提要】根据混凝土剪力墙抗震设计中连梁截面抗剪不足的情况，依据《高层建筑混凝土结构技术规程》(JGJ3—2002)对连梁的相关规定进行推导，提出了连梁箍筋、纵筋的简化的配筋计算公式，据此制成表格，方便使用。并给了具体的算例。
【关键词】 连梁 抗震设计 抗剪截面 承载能力极限状态 配筋计算
A Simplified Caculating Method for Link Beam in RC Shear Wall/Wang Changxing,Yan Tao,Shen Jun(Beijing Kaitic Building Institute Co. Ltd.,Beijing 100037,China)
Abstract:According to the situation that the shear strength of the beam section is not enough  in concrete shear wall in the aseismic design,based on the code of technical specification for concrete structures of tall building,the simplified formulas of reinforcing bars for spandrel are presented, and are made into a table to use easily.A specific example is also given.
Keywords:spandrel;aseismic design;shear section;bearing ultimate state;reinforcing bars; shear wall;structure