- 摘 要
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（太原清新工程設(shè)計審查有限公司， 太原 030400）
[摘要]鋼筋混凝土剪力墻連梁鋼筋間距不足，連梁承載能力相對于其剛度嚴重失衡是當前兩大設(shè)計通病。以解決剪力墻連梁鋼筋間距不足問題為基礎(chǔ)，對提高連梁抗剪能力和延性進行探索，提出解決方案。
[關(guān)鍵詞]剪力墻連梁； 鋼筋間距； 承載能力； 剛度； 對角斜向鋼筋
中圖分類號： TU375 文獻標識碼： A文章編號： 1002-848X(2016)S2-0180-03
Solution for common faults on design of shear walls coupling beams
Liu Jihui
(Taiyuan Qingxin Engineering Design Examination Ltd., Taiyuan 030400, China)
Abstract： The space between steel bar in some coupling beams of shear wall is not enough. And some time, the bearing capacity with coupling beams is mismatching to its angular rigidity. These are common faults on designing of shear walls and coupling beams nowadays. Base of solving coupling beams lack of space betweensteel bar, solutions were put forward to made its bearing capacity powerful and its ductility better.
Keywords： shear walls coupling beams; the space between steel bar; bearing capacity; angular rigidity; steel bar on the cross
作者簡介： 劉計輝，工程師，一級注冊結(jié)構(gòu)工程師,Email:ljhsxqx@126.com。
