- 摘 要
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王景全 孫寶俊 (東南大學(xué)土木工程學(xué)院 南京 210096)王景全 張瑞云?。ㄊ仪f鐵道學(xué)院土木分院 050043)
[提要] 鋼筋混凝土柱的預(yù)應(yīng)力加固方法可以分為單側(cè)撐桿加固、雙側(cè)撐桿加固以及拉桿加固,對(duì)不同加固
方法的適用范圍,目前尚未有文獻(xiàn)介紹。基于作者提出的卸荷曲線的概念,明確劃分了不同預(yù)應(yīng)力加固方法的適用范圍。并依據(jù)應(yīng)變協(xié)調(diào)條件,結(jié)合柱加固時(shí)的應(yīng)力水平,推導(dǎo)出撐桿加固法預(yù)應(yīng)力施加值的理論公式,指出了加固規(guī)范中關(guān)于預(yù)應(yīng)力施加值應(yīng)用的局限性。最后通過算例證明了方法的簡(jiǎn)便易行,且結(jié)果可靠。
[關(guān)鍵詞] 混凝土柱 預(yù)應(yīng)力加固法 撐桿 卸荷曲線There are three kinds of methods of concrete column strengthened with prestressed. The concept of unloading curve for the strengthening method with prestressing is introduced. According to the curve, the application scopes of different strengthened methods can be easily distinguished. The equation of prestressing value accordance with the stress level of the strengthened column is developed. At last, two examples are computed according to the method.
Keywords: strengthening method; prestressing; prestressed struts; unloading curve參 考 文 獻(xiàn)
1.中國(guó)工程建設(shè)標(biāo)準(zhǔn)化協(xié)會(huì).混凝土結(jié)構(gòu)加固規(guī)范( CECS25:90).北京:中國(guó)計(jì)劃出版社,1991.
2.蔣 華.預(yù)應(yīng)力撐桿加固柱彎矩與軸力的關(guān)系.西南交通大學(xué)學(xué)報(bào),2003,38(4):393-397.
3.葛培中.對(duì)預(yù)應(yīng)力撐桿加固柱的探討.建筑結(jié)構(gòu),2000,30(11):64-65
4.混凝土結(jié)構(gòu)設(shè)計(jì)規(guī)范(GB50010-2002)北京:中國(guó)建筑工業(yè)出版社,2002
5.衛(wèi)龍武,呂志濤,朱萬福.建筑物的評(píng)估、加固與改造,南京:江蘇科學(xué)技術(shù)出版社,1993.
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