北京市人民檢察院一分院結(jié)構(gòu)改造加固設(shè)計(jì)
石光磊,王洋,周筍,韓永康
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(北京市建筑設(shè)計(jì)研究院,北京 100045)[摘要]北京市人民檢察院一分院工程結(jié)構(gòu)改造加固設(shè)計(jì)過程中,對原有結(jié)構(gòu)進(jìn)行了質(zhì)量檢測和鑒定,結(jié)果顯示基礎(chǔ)穩(wěn)定,混凝土強(qiáng)度、鋼筋配置符合設(shè)計(jì)強(qiáng)度等級(jí)要求,構(gòu)件外觀較好,對加固前后的結(jié)構(gòu)進(jìn)行整體計(jì)算分析,并針對不同部位分別依據(jù)89版和2001版《建筑抗震設(shè)計(jì)規(guī)范》完成了抗震改造加固設(shè)計(jì)。設(shè)計(jì)中解決的主要問題是:明確新、老結(jié)構(gòu)體系的受力關(guān)系,設(shè)計(jì)新、老構(gòu)件的連接,復(fù)雜加固部位的節(jié)點(diǎn)做法等。[關(guān)鍵詞]框架-剪力墻;抗震;改造;加固;粘鋼;植筋;牛腿Reconstruction and strengthening design of the First Branch of Beijing People’s ProcuratorateShi Guanglei,Wang Yang,Zhou Sun,Han Yongkang(Beijing Institute of Architectural Design,Beijing 100045,China)Abstract:Reconstruction and strengthening design of the First Branch of Beijing People’s Procuratorate is introduced. Before design,the quality detection and identification of the old structure had been made firstly,and then different parts of the structure were analyzed and designed according to the 1989 edition and the 2001 edition of Code for Seismic Design of Buildings respectively. The main questions resolved are as follows: the force transfer relationship between the old structure and the new one,the details of connecting new members with the old ones and the complicated connection.Keywords:frame-shearwall; seismic; reconstruction; strengthening; steel-bonded; injection anchor; steel brackets作者簡介:石光磊,碩士,工程師,Email:sgl_1978@sina.com。參考文獻(xiàn)[1]GBJ11—89建筑抗震設(shè)計(jì)規(guī)范[S].北京:地震出版社,1990.[2]王亞勇,戴國瑩.建筑抗震設(shè)計(jì)規(guī)范疑問解答[M].北京:中國建筑工業(yè)出版社,2006.[3]GB50011—2001建筑抗震設(shè)計(jì)規(guī)范[S].北京:中國建筑工業(yè)出版社,2001.[4]GB50367—2006混凝土結(jié)構(gòu)加固設(shè)計(jì)規(guī)范[S].北京:中國建筑工業(yè)出版社,2006.[5]沙志國.三層混凝土框架房屋上增建三層鋼框架的結(jié)構(gòu)設(shè)計(jì)[J].建筑結(jié)構(gòu),2006,36(1).
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