- 摘 要
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(北京建筑設計研究院 北京 100045)
【提要】 結構專業(yè)新規(guī)范自2000年陸續(xù)開始執(zhí)行，在剪力墻結構的設計方面增加了許多新的規(guī)定，給設計人帶來許多新的課題。針對高層剪力墻結構設計中部分常遇問題提出了解決方法：剪力墻結構墻體厚度按穩(wěn)定及抗壓強度確定的方法；對剪力墻結構連梁超筋、超限的情況進行了分析，并提出了解決的方法；剪力墻結構施工圖繪圖時，邊緣構件縱筋、箍筋及拉筋的表示方法。針對上述問題提出了設計方法、給出了計算公式及選用表格，便于使用者查找、選用。
【關鍵詞】 剪力墻結構 墻厚 墻體穩(wěn)定 連梁 邊緣構件
Resolving Methods for Problems Occurred in the Design of High\|rise Shear wall Structure/ Zhang Qiao, Ke Changhua,Zhang Guoqing(Beijing Institute of Architectural Design,Beijing 100045,China)
Abstract:Since the new structural code was carried out in 2000 and the new regulations were added on the design of shear\|wall structure, and then the new subject have been presented to the designer. The ways to resolve some of problems which are often occurred in the design of highrise shearwall structure, are introduced,including: how to decide the wall thickness of shear wall structure, according to the stability and compressive strength;how to analysis and design the connecting beams which are overreinforced and overlimitation in the shear wall structure;how to identify the longitudinal bars, stirrups and tie bars in the edge element when drawing the working drawings of the shear wall. For three problems mentioned above, the design method, calculation formulas and tables are shown, which are convenience for the engineer to look up and to select.
Keywords:shear wall structure;wall thickness;wall stability;connecting beam;edge element
