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（太原清新工程設(shè)計(jì)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(duì)于其剛度嚴(yán)重失衡是當(dāng)前兩大設(shè)計(jì)通病。以解決剪力墻連梁鋼筋間距不足問(wèn)題為基礎(chǔ)，對(duì)提高連梁抗剪能力和延性進(jìn)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(duì)角斜向鋼筋

中圖分類(lèi)號(hào)： TU375 文獻(xiàn)標(biāo)識(shí)碼： A文章編號(hào)：  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(jiǎn)介： 劉計(jì)輝，工程師，一級(jí)注冊(cè)結(jié)構(gòu)工程師,Email:ljhsxqx@126.com。