上海地區(qū)建筑樁基水平抗震設(shè)計(jì)初步探討
劉陜南1,2,高承勇1,侯勝男1,2,黃紹銘1
- 摘 要
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劉陜南1,2,高承勇1,侯勝男1,2,黃紹銘1(1 上?,F(xiàn)代建筑設(shè)計(jì)集團(tuán)有限公司, 上海 200041;2 上海既有建筑功能提升工程技術(shù)研究中心, 上海 200041)[摘要]針對(duì)上海地區(qū)樁基水平抗震設(shè)計(jì)問題,收集了相關(guān)規(guī)范的規(guī)定,選取了20個(gè)有代表性的工程進(jìn)行設(shè)計(jì)校核。在目前工程建設(shè)和樁基應(yīng)用形式的情況下,部分工程中確實(shí)存在僅按豎向荷載要求進(jìn)行布樁后不能滿足樁基水平抗震驗(yàn)算要求的情況。因此對(duì)設(shè)計(jì)校核結(jié)果進(jìn)行深入分析,對(duì)不滿足樁基水平抗震驗(yàn)算建筑物特點(diǎn)進(jìn)行了分析、歸納;在此基礎(chǔ)上,提出上海軟土地區(qū)在7度抗震設(shè)防烈度的要求下,應(yīng)該進(jìn)行樁基水平抗震驗(yàn)算并加強(qiáng)樁基水平抗震構(gòu)造設(shè)計(jì),以適應(yīng)上部結(jié)構(gòu)抗震設(shè)計(jì)日趨嚴(yán)格和系統(tǒng)的要求。并在上海市《地基基礎(chǔ)設(shè)計(jì)規(guī)范》(DGJ 0811—2010)中明確提出了上海地區(qū)樁基水平抗震驗(yàn)算的公式和7條增加樁基水平抗震能力的構(gòu)造措施。[關(guān)鍵詞]樁基水平抗震驗(yàn)算; 單樁水平承載力; 樁基水平抗震構(gòu)造措施中圖分類號(hào):TU473文獻(xiàn)標(biāo)識(shí)碼:A文章編號(hào):1002848X(2013)07008806Discussion on seismic design of pile foundation in ShanghaiLiu Shannan1,2, Gao Chengyong1, Hou Shengnan1,2, Huang Shaoming1(1 Shanghai Xian Dai Architectural Design Group, Shanghai 200041, China;2 Shanghai Engineering Research Center of Existing Building Function Enhancement, Shanghai 200041, China)Abstract:To study horizontal seismic design of pile foundations in Shanghai, twenty typical projects were chosen. Some pile foundations were arranged according to requirements of vertical seismicresistant design, which could not meet the horizontal seismic requirements of the code. Through strict analysis of design results, conclusions are obtained that horizontal seismic design calculation should be carried out and seismicresistant detailing requirements should be strengthened in pile foundation design in Shanghai. The horizontal seismicresistant design formula and seven horizontal seismicresistant detailing requirements of pile foundation were put forward in Shanghai Foundation Design Code(DGJ 0811—2010).Keywords:horizontal seismicresistant design of pile foundation; lateral capacity of single pile; horizontal seismicresistant detailing requirements of pile foundation*上海市《地基基礎(chǔ)設(shè)計(jì)規(guī)范》(DGJ 0811—2010)修訂。作者簡(jiǎn)介:劉陜南,碩士,高級(jí)工程師,注冊(cè)土木工程師(巖土),Email: shannan_liu@xdad.com.cn。參考文獻(xiàn)[1]DGJ 0811—1999 地基基礎(chǔ)設(shè)計(jì)規(guī)范[S]. 上海:上海市城鄉(xiāng)建設(shè)和交通委員會(huì),1999.[2]DGJ 0811—2010 地基基礎(chǔ)設(shè)計(jì)規(guī)范[S]. 上海:上海市城鄉(xiāng)建設(shè)和交通委員會(huì),2010.[3]GB 50011—2010 建筑抗震設(shè)計(jì)規(guī)范[S]. 北京:中國建筑工業(yè)出版社,2010.[4]GB 50191—93 構(gòu)筑物抗震設(shè)計(jì)規(guī)范[S]. 北京:中國計(jì)劃出版社,1994.[5]JGJ 94—2008 建筑樁基技術(shù)規(guī)范[S]. 北京:中國建筑工業(yè)出版社,2008.[6]YB 9081—97 冶金建筑抗震設(shè)計(jì)規(guī)范[S]. 北京:冶金工業(yè)出版社,1998.[7]DGJ 089—2003 建筑抗震設(shè)計(jì)規(guī)程[S]. 上海:上海市城鄉(xiāng)建設(shè)和交通委員會(huì), 2003.
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