- 摘 要
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(北京凱帝克建筑設(shè)計有限公司 100037)
【提要】根據(jù)混凝土剪力墻抗震設(shè)計中連梁截面抗剪不足的情況，依據(jù)《高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程》(JGJ3—2002)對連梁的相關(guān)規(guī)定進行推導(dǎo)，提出了連梁箍筋、縱筋的簡化的配筋計算公式，據(jù)此制成表格，方便使用。并給了具體的算例。
【關(guān)鍵詞】 連梁 抗震設(shè)計 抗剪截面 承載能力極限狀態(tài) 配筋計算
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
