校安工程中的校舍抗震加固方法探讨
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摘要
针对目前中小学校舍抗震设防存在的问题,结合全国校安工程,在评述当前结构加固常用方法基础上,阐述钢筋混凝土结构校舍和砌体结构校舍的抗震加固方法。指出结构抗震加固方法众多,实际工程中应结合房屋具体情况灵活运用,或可将多种方法综合应用,取长补短,以方便、经济、可靠为原则。
Aiming at the current problems in anti-seismic fortification of school buildings,with the practice of school safety engineering,and on the basis of reviewing the common strengthening methods,this paper states the seismic strengthening methods for strengthening reinforced concrete and masonry school buildings.As the conclusion,this paper points out that methods must be used according to the reality of buildings and it may be advisable to combine some methods to make building-strengthening more convenient,economical and reliable.
Aiming at the current problems in anti-seismic fortification of school buildings,with the practice of school safety engineering,and on the basis of reviewing the common strengthening methods,this paper states the seismic strengthening methods for strengthening reinforced concrete and masonry school buildings.As the conclusion,this paper points out that methods must be used according to the reality of buildings and it may be advisable to combine some methods to make building-strengthening more convenient,economical and reliable.
引文
[1]中华人民共和国建设部.地震灾后建筑鉴定与加固技术指南[M].北京:中国建筑工业出版社,2008.Ministry of Construction of the People’s Republic ofChina.Technical Guide for Appraiser andstrengthening of Buildings after Earthquick[M].Beijing:China Architecture&Building Press,2008.(in Chinese)
[2]中华人民共和国建设部.GB 50023—2009建筑抗震鉴定标准[S].北京:中国建筑工业出版社,2009.Ministry of Construction of the People’s Republic ofChina.GB 50023—2009 Standard for Seismic Appraisalof Buildings[S].Beijing:China Architecture&BuildingPress,2009.(In Chinese)
[3]中华人民共和国建设部.JGJ 116—2009建筑抗震加固技术规程[S].北京:中国建筑工业出版社,2009.Ministry of Construction of the People’s Republic ofChina.JGJ 116—2009 Technical Specification forSeismic Strengthening of Buildings[S].Beijing:ChinaArchitecture&Building Press,2009.(in Chinese)
[4]中华人民共和国建设部.GB 50367—2006混凝土结构加固设计规范[S].北京:中国建筑工业出版社,2006.Ministry of Construction of the People’s Republic ofChina.GB 50367—2006 Design code forstrengthening concrete structure[S].Beijing:ChinaArchitecture&Building Press,2006.(in Chinese)
[5]中华人民共和国建设部.GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.Ministry of Construction of the People’s Republic ofChina.GB 50011—2010 Code for Seismic Design ofBuildings[S].Beijing:China Architecture&BuildingPress,2010.(in Chinese)
[6]刘春浩.新型混凝土材料加固框架节点抗震性能试验研究[D].上海:同济大学,2010.Liu C H.Researches on the seismic behavior of RCjoints reinforced with new concrete material[D].Shanghai:Tongji University,2010.(in Chinese)
[7]郭建明.新型自密实混凝土材料加固砌体结构墙体抗震性能研究[D].上海:同济大学,2010.Guo J M.Researches on the Seismic Behavior ofMasonry Walls Reinforced with New Concrete Material[D].Shanghai:Tongji University,2010.(in Chinese)
[8]王剑锋.新型混凝土材料加固钢筋混凝土梁、柱构件试验研究[D].上海:同济大学,2010.Wang J F.Experimental Study on RC Beams andColumns Strengthened with New Concrete Material[D].Shanghai:Tongji University,2010.(in Chinese)
[9]楼永林.夹板墙试验研究与加固设计[J].建筑结构学报,1988,6:1-12.Lou Y L.Experimental research and design onstrengthening brick walls by cement or reinforcedcement mortar coatings[J].Journal of BuildingStructures,1988,6:1-12.(in Chinese)
[10]李明,王志浩.钢筋网水泥砂浆加固低强度砂浆砖砌体的试验研究[J].建筑结构,2003,33(10):34-36.Li M,Wang Z H.Experimental research on lowstrength brick masonry walls strengthened with steel-meshed cement mortar[J].Building Structure,2003,33(10):34-36.(in Chinese)
[2]中华人民共和国建设部.GB 50023—2009建筑抗震鉴定标准[S].北京:中国建筑工业出版社,2009.Ministry of Construction of the People’s Republic ofChina.GB 50023—2009 Standard for Seismic Appraisalof Buildings[S].Beijing:China Architecture&BuildingPress,2009.(In Chinese)
[3]中华人民共和国建设部.JGJ 116—2009建筑抗震加固技术规程[S].北京:中国建筑工业出版社,2009.Ministry of Construction of the People’s Republic ofChina.JGJ 116—2009 Technical Specification forSeismic Strengthening of Buildings[S].Beijing:ChinaArchitecture&Building Press,2009.(in Chinese)
[4]中华人民共和国建设部.GB 50367—2006混凝土结构加固设计规范[S].北京:中国建筑工业出版社,2006.Ministry of Construction of the People’s Republic ofChina.GB 50367—2006 Design code forstrengthening concrete structure[S].Beijing:ChinaArchitecture&Building Press,2006.(in Chinese)
[5]中华人民共和国建设部.GB 50011—2010建筑抗震设计规范[S].北京:中国建筑工业出版社,2010.Ministry of Construction of the People’s Republic ofChina.GB 50011—2010 Code for Seismic Design ofBuildings[S].Beijing:China Architecture&BuildingPress,2010.(in Chinese)
[6]刘春浩.新型混凝土材料加固框架节点抗震性能试验研究[D].上海:同济大学,2010.Liu C H.Researches on the seismic behavior of RCjoints reinforced with new concrete material[D].Shanghai:Tongji University,2010.(in Chinese)
[7]郭建明.新型自密实混凝土材料加固砌体结构墙体抗震性能研究[D].上海:同济大学,2010.Guo J M.Researches on the Seismic Behavior ofMasonry Walls Reinforced with New Concrete Material[D].Shanghai:Tongji University,2010.(in Chinese)
[8]王剑锋.新型混凝土材料加固钢筋混凝土梁、柱构件试验研究[D].上海:同济大学,2010.Wang J F.Experimental Study on RC Beams andColumns Strengthened with New Concrete Material[D].Shanghai:Tongji University,2010.(in Chinese)
[9]楼永林.夹板墙试验研究与加固设计[J].建筑结构学报,1988,6:1-12.Lou Y L.Experimental research and design onstrengthening brick walls by cement or reinforcedcement mortar coatings[J].Journal of BuildingStructures,1988,6:1-12.(in Chinese)
[10]李明,王志浩.钢筋网水泥砂浆加固低强度砂浆砖砌体的试验研究[J].建筑结构,2003,33(10):34-36.Li M,Wang Z H.Experimental research on lowstrength brick masonry walls strengthened with steel-meshed cement mortar[J].Building Structure,2003,33(10):34-36.(in Chinese)
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