宿遷某住宅裝配式疊合剪力墻結(jié)構(gòu)設(shè)計(jì)*
殷寶才, 汪杰, 李寧, 徐澄, 周鐘宏
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殷寶才, 汪杰, 李寧, 徐澄, 周鐘宏（南京長(zhǎng)江都市建筑設(shè)計(jì)股份有限公司， 南京 210002）［摘要］介紹了宿遷某住宅裝配式疊合剪力墻結(jié)構(gòu)體系、設(shè)計(jì)方法，著重闡述了裝配式疊合剪力墻結(jié)構(gòu)邊緣構(gòu)件、豎向分布筋連接、水平施工縫及疊合墻體的構(gòu)造做法。計(jì)算結(jié)果表明，通過(guò)采取構(gòu)造措施，能使該住宅裝配式疊合剪力墻結(jié)構(gòu)的抗震承載力和抗震性能均不低于現(xiàn)澆剪力墻結(jié)構(gòu)，可以將此結(jié)構(gòu)等同為相應(yīng)的現(xiàn)澆剪力墻結(jié)構(gòu)，抗震設(shè)計(jì)可以滿足8度區(qū)的抗震設(shè)防要求。［關(guān)鍵詞］裝配式疊合剪力墻; 豎向分布筋連接; 水平施工縫; 預(yù)制構(gòu)件外墻模中圖分類號(hào)：TU375 文獻(xiàn)標(biāo)識(shí)碼：A 文章編號(hào)：1002-848X(2013)19-0060-04Structural design on precast composite shear wall of a residential building in SuqianYin Baocai, Wang Jie, Li Ning, Xu Cheng, Zhou Zhonghong(Nanjing Yangze River Urban Architectural Design Co., Ltd., Nanjing 210002, China)Abstract: Structural system and design method of the precast composite shear wall of a residential building in Suqian were introduced, in which connection of vertical distribution reinforcement, details of horizontal construction joints and composite wall were focused on. Calculation results show that structural measures can keep the seismic bearing capacity and seismic performance of the precast composite shear wall structure in the same level as that of the cast-in-place shear wall structure. Precast composite shear wall structure can be viewed as cast-in-place shear wall structure, and satisfy the requirements of seismic fortification intensity region 8.Keywords: precast composite shear wall; vertical distribution reinforcement connection; horizontal construction joint; precast concrete form of exterior wall*國(guó)家科技支撐計(jì)劃：裝配式建筑混凝土剪力墻結(jié)構(gòu)關(guān)鍵技術(shù)研究（2011BAJ10B03）。作者簡(jiǎn)介：殷寶才，碩士，高級(jí)工程師，Email:8466037@qq.com。參考文獻(xiàn)［1］GB 50011—2010 建筑抗震設(shè)計(jì)規(guī)范［S］. 北京：中國(guó)建筑工業(yè)出版社，2010.［2］JGJ 3—2010 高層建筑混凝土結(jié)構(gòu)技術(shù)規(guī)程［S］. 北京：中國(guó)建筑工業(yè)出版社，2011.［3］DB34/T 810—2008 疊合板式混凝土剪力墻結(jié)構(gòu)技術(shù)規(guī)程［S］.合肥：安徽省質(zhì)量技術(shù)監(jiān)督局，2008.
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