震损混凝土结构加固方法现状与概述
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摘要
本文介绍了目前建筑结构常用震损加固方法的主要特点、适用范围,并对各种方法的费用、施工阶段对结构使用的影响等进行了比较。介绍了加固震损结构性能的研究进展,并对震后加固方法的选择提了一些建议。
In this paper,the main charactors and applying scope of the method for present post-seimic damaged building structure were introducted.And economic level of d ifferet methods and influences on use of structure in construction were compared.Then recent research progresses of the reinforcement principle of post-seismi c damaged structure were reported.At last,some suggestions of strengthening met hods for post-seismic damaged structures were given.
In this paper,the main charactors and applying scope of the method for present post-seimic damaged building structure were introducted.And economic level of d ifferet methods and influences on use of structure in construction were compared.Then recent research progresses of the reinforcement principle of post-seismi c damaged structure were reported.At last,some suggestions of strengthening met hods for post-seismic damaged structures were given.
引文
[1]王凤来,陈再现.震后受损房屋结构加固方法[J].施工技术,2009,38(2):46-50.
[2]GB50367-2006,混凝土结构加固设计规范[S].
[3]冯杨杰,苏有文.加大截面法及粘结型钢法加固梁的技术经济分析[J].四川建筑,2010(2):141-145.
[4]JGJ116-2009,建筑抗震加固技术规程[S].
[5]GB50010-2002,混凝土结构设计规范[S].
[6]卜良桃,周锡全.工程结构可靠性鉴定与加固[M].北京:中国建筑工业出版社,2009.
[7]卜良桃.建筑结构加固工程设计与施工质量验收手册[M].北京:中国建筑工业出版社,2008.
[8]郭运成,庄淼.谈采用钢板加固法的应用研究概况及存在问题[J].山西建筑,2009,35(18):63-65.
[9]王冬雁.无粘结预应力装配混凝土节点抗震及震损加固性能[D].北京:北京工业大学,2008.
[10]钟聪明.约束混凝土柱加固技术研究[D].北京:中国建筑科学研究院,2004.
[11]徐镇凯,袁志军,胡济群.建筑结构检测与加固方法[J].工程力学,2006,23(2):117-130.
[12]Motooka Junjiro.Effect of Repairing and Strengthening Methods for Reinforced Concrete Shear Walls Damaged by an Earthquake[J].Japan Concrete Inst,:Tokyo,Jpn,1985,6,755-762.
[13]Iglesias,Jesus.Repairing and Strengthening of Rein-forced Concrete Building Damaged in the1985Mexico City Earthquake[C]∥Proceedings of the International Conference.New York:1985,426-439.
[14]Stoppenhagen Dan R,Jirsa James O,Wyllie Loring A,et al.Seismic repair and strengthening of a severe-ly damaged concrete frame[J].ACI Structural Jour-nal,1995,92(2),177-187.
[15]Sharif A,Al-Sulaimani G J,Basunbul I A,et al.Strengthening of shear-damaged RC beams by external bonding of steel plates[J].Magazine of Concrete Re-search,1995,47(173),329-334.
[16]Ghaleb B N.Strengthening of damaged reinforced con-crete beams by external fiber glass plates[D].Dhahr-an:Saudi Arabia,1992.
[17]Li Bing,Grace Chua H Y.Rapid repair of earthquake damaged RC interior beam-wide column joints and beam-wall joints using FRP composites[J].Key Engi-neering Materials,2009,400-402:491-499.
[18]Capozucca Roberto.Static and dynamic response of damaged RC beams strengthened with NSM CFRP rods[D].Ancona,Italy:Structural Section Dept of Uni-versity Politecnica delle Marche,2009.
[19]Li Bing,Lim Chee Leong.Tests on Seismically Dam-aged Reinforced Concrete Structural Walls Repaired U-sing Fiber-Reinforced Polymers[J].Journal of Com-posites for Construction,2010,14(5),597-608.
[20]周运瑜,余江滔,陆洲导,等.玄武岩纤维加固震损混凝土框架节点的抗震性能[J].中南大学学报(自然科学版),2010,41(4):1514-1521.
[21]王家磊.CFRP加固地震损伤钢筋混凝土柱抗震性能研究[D].南京:东南大学,2009.
[22]王苏岩,杨枚.碳纤维布加固已损伤钢筋混凝土梁抗弯性能试验研究[J].工程抗震与加固改造,2006,28(2):93-96.
[23]赵根田,曹芙波.CFRP加固钢筋混凝土震损短柱的抗震性能研究[D].包头:内蒙古科技大学,2009.
[24]肖小凌,吕西林,卢文胜.震损框架节点玻璃钢加固抗震性能试验研究[C]∥谢慧才等.第五届全国建筑物鉴定与加固改造学术讨论会论文集.汕头:汕头大学出版社,2000:213-219.
[25]王金凤,黄奕辉,杨勇新.结构加固设计及实用计算[M].北京:中国电力出版社,2009.
[26]袁海军,姜红.建筑结构检测鉴定与加固手册[M].北京:中国建筑工业出版社,2003.
[27]陈晓强,程进,贾彬.汶川地震震损混凝土结构修复加固方法[J].山西建筑,2010,36(28),42-43.
[28]CECS146:2003,碳纤维片材加固混凝土结构技术规程[S].
[29]王岩峰,孔岩.混凝土结构粘钢加固施工及造价分析[J].建筑技术,2001,(S1):58-60.
[30]王敬.碳纤维片材加固混凝土结构技术经济分析[J].工业建筑,2002,32(6):74-76.
[2]GB50367-2006,混凝土结构加固设计规范[S].
[3]冯杨杰,苏有文.加大截面法及粘结型钢法加固梁的技术经济分析[J].四川建筑,2010(2):141-145.
[4]JGJ116-2009,建筑抗震加固技术规程[S].
[5]GB50010-2002,混凝土结构设计规范[S].
[6]卜良桃,周锡全.工程结构可靠性鉴定与加固[M].北京:中国建筑工业出版社,2009.
[7]卜良桃.建筑结构加固工程设计与施工质量验收手册[M].北京:中国建筑工业出版社,2008.
[8]郭运成,庄淼.谈采用钢板加固法的应用研究概况及存在问题[J].山西建筑,2009,35(18):63-65.
[9]王冬雁.无粘结预应力装配混凝土节点抗震及震损加固性能[D].北京:北京工业大学,2008.
[10]钟聪明.约束混凝土柱加固技术研究[D].北京:中国建筑科学研究院,2004.
[11]徐镇凯,袁志军,胡济群.建筑结构检测与加固方法[J].工程力学,2006,23(2):117-130.
[12]Motooka Junjiro.Effect of Repairing and Strengthening Methods for Reinforced Concrete Shear Walls Damaged by an Earthquake[J].Japan Concrete Inst,:Tokyo,Jpn,1985,6,755-762.
[13]Iglesias,Jesus.Repairing and Strengthening of Rein-forced Concrete Building Damaged in the1985Mexico City Earthquake[C]∥Proceedings of the International Conference.New York:1985,426-439.
[14]Stoppenhagen Dan R,Jirsa James O,Wyllie Loring A,et al.Seismic repair and strengthening of a severe-ly damaged concrete frame[J].ACI Structural Jour-nal,1995,92(2),177-187.
[15]Sharif A,Al-Sulaimani G J,Basunbul I A,et al.Strengthening of shear-damaged RC beams by external bonding of steel plates[J].Magazine of Concrete Re-search,1995,47(173),329-334.
[16]Ghaleb B N.Strengthening of damaged reinforced con-crete beams by external fiber glass plates[D].Dhahr-an:Saudi Arabia,1992.
[17]Li Bing,Grace Chua H Y.Rapid repair of earthquake damaged RC interior beam-wide column joints and beam-wall joints using FRP composites[J].Key Engi-neering Materials,2009,400-402:491-499.
[18]Capozucca Roberto.Static and dynamic response of damaged RC beams strengthened with NSM CFRP rods[D].Ancona,Italy:Structural Section Dept of Uni-versity Politecnica delle Marche,2009.
[19]Li Bing,Lim Chee Leong.Tests on Seismically Dam-aged Reinforced Concrete Structural Walls Repaired U-sing Fiber-Reinforced Polymers[J].Journal of Com-posites for Construction,2010,14(5),597-608.
[20]周运瑜,余江滔,陆洲导,等.玄武岩纤维加固震损混凝土框架节点的抗震性能[J].中南大学学报(自然科学版),2010,41(4):1514-1521.
[21]王家磊.CFRP加固地震损伤钢筋混凝土柱抗震性能研究[D].南京:东南大学,2009.
[22]王苏岩,杨枚.碳纤维布加固已损伤钢筋混凝土梁抗弯性能试验研究[J].工程抗震与加固改造,2006,28(2):93-96.
[23]赵根田,曹芙波.CFRP加固钢筋混凝土震损短柱的抗震性能研究[D].包头:内蒙古科技大学,2009.
[24]肖小凌,吕西林,卢文胜.震损框架节点玻璃钢加固抗震性能试验研究[C]∥谢慧才等.第五届全国建筑物鉴定与加固改造学术讨论会论文集.汕头:汕头大学出版社,2000:213-219.
[25]王金凤,黄奕辉,杨勇新.结构加固设计及实用计算[M].北京:中国电力出版社,2009.
[26]袁海军,姜红.建筑结构检测鉴定与加固手册[M].北京:中国建筑工业出版社,2003.
[27]陈晓强,程进,贾彬.汶川地震震损混凝土结构修复加固方法[J].山西建筑,2010,36(28),42-43.
[28]CECS146:2003,碳纤维片材加固混凝土结构技术规程[S].
[29]王岩峰,孔岩.混凝土结构粘钢加固施工及造价分析[J].建筑技术,2001,(S1):58-60.
[30]王敬.碳纤维片材加固混凝土结构技术经济分析[J].工业建筑,2002,32(6):74-76.
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