剪力墻連梁縱向鋼筋構(gòu)造配筋率探討
黃小坤
- 摘 要
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（中國(guó)建筑科學(xué)研究院 北京 100013）
［提要］ 我國(guó)新的結(jié)構(gòu)設(shè)計(jì)規(guī)范對(duì)連梁的縱向鋼筋構(gòu)造配筋沒(méi)有明確規(guī)定，從連梁受剪截面控制條件出發(fā)，對(duì)這一問(wèn)題進(jìn)行了討論，提出了設(shè)計(jì)建議，可供工程設(shè)計(jì)參考。［關(guān)鍵詞］ 剪力墻結(jié)構(gòu); 連梁; 跨高比; 縱向鋼筋配筋率Abstract: There is no specification about minimal ratio of longitudinal tensile reinforcement of coupling beam in shear wall structure in the newly revised structural design codes．According to the shear force limitation requirement of the section of the beam，the problem is discussed．Some suggestions that could be used in engineering design are presented．Keywords：shear wall structure; coupling beam; span-depth ratio; ratio of longitudinal reinforcement
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