钢筋混凝土桥墩震后修复技术研究综述
|
摘要
介绍了近几次破坏性地震中钢筋混凝土桥墩的典型震害,总结了国内外利用FRP材料、钢套管、狗骨式杆等新型建筑材料对发生弯曲破坏、剪切破坏、纵筋搭接破坏以及空心截面桥墩的震后修复技术。研究表明,采用合适的修复方案,可以对地震损坏的桥墩进行成功修复,使其承载力和延性得到较好的恢复。文中提到的桥墩震后修复方案可为地震、火灾、爆炸以及腐蚀老化后遭受损坏的钢筋混凝土结构的修复提供参考。
The typical failure patterns of the bridge piers in recent earthquakes are summarized in this paper.Then,the state-of-the-art of repair techniques for earthquake damaged bridge piers by using FRP composites,steel jackets and dog bone bars are reviewed.It is concluded that the strength and ductility of the damaged bridge piers can be restored by using proper repair schemes.The repair techniques mentioned in this paper can be used for repair of damaged RC structures due to earthquake,fire,blast or corrosion.
The typical failure patterns of the bridge piers in recent earthquakes are summarized in this paper.Then,the state-of-the-art of repair techniques for earthquake damaged bridge piers by using FRP composites,steel jackets and dog bone bars are reviewed.It is concluded that the strength and ductility of the damaged bridge piers can be restored by using proper repair schemes.The repair techniques mentioned in this paper can be used for repair of damaged RC structures due to earthquake,fire,blast or corrosion.
引文
[1]范立础.现代化城市桥梁抗震设计若干问题[J].同济大学学报,1997,25(2):147-154.
[2]刘恢先.唐山大地震震害(第三册)[M].北京:地震出版社,1986.
[3]孙利民,范立础.阪神地震后日本桥梁抗震设计规范的修订[J].同济大学学报,2001,29(1):60-64.
[4]Li J Z,Peng TB,Xu Y.Damage investigation of girder bridges under the Wenchuan earthquake andcorresponding seismic design recommenda-tions[J].Earthquake Engineering and Engineering Vibration,2008,7(4):337-344.
[5]王东升,郭迅,孙治国,等.汶川大地震公路桥梁震害初步调查[J].地震工程与工程振动,2009,29(3):84-94.
[6]孙治国,王东升,郭迅,等.汶川大地震绵竹市回澜立交桥震害调查[J].地震工程与工程振动,2009,29(4):132-138.
[7]叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006,39(3):24-36.
[8]肖岩.套管钢筋混凝土柱结构的发展和展望[J].土木工程学报,2004,37(4):8-12.
[9]Cheng C T,Yang J C,Yeh Y K,et al.Seismic performance of repaired hollow-bridge piers[J].Construction and Building Materials,2003,17(5):339-351.
[10]Lehman D E,Gookin S E,Nacamuli A M,et al.Repair of earthquake-damaged bridge columns[J].ACI Structural Journal,2001,98(2):233-242.
[11]Saiidi MS,Cheng Z Y.Effectiveness of composites in earthquake damage repair of reinforced concrete flared columns[J].Journal of StructuralEngineering,ASCE,2004,8(4):306-314.
[12]Youm K S,Lee HE,Choi S.Seismic performance of repaired RC columns[J].Magazine of Concrete Research,2006,58(5):267-276.
[13]Chang S Y,Li YF,Loh C H.Experimental study of seismic behaviour of as-built and carbon fiber reinforced plastics repaired reinforced concretebridge columns[J].Journal of Bridge Engineering,ASCE,2004,9(4):391-402.
[14]Fukuyama K,Higashibata Y,Miyauchi Y.Studies on repair and strengthening methods of damaged reinforced concrete columns[J].Cement&Concrete Composites,2000,22(1):81-88.
[15]Haroun MA,Mosallam A S,Feng MQ,et al.Experimental investigation of seismic repair and retrofit of bridge columns by composite jackets[J].Journal of Reinforced Plastics and Composites,2003,22(14):1243-1268.
[16]Iacobucci R D,Sheikh S A,Bayrak O.Retrofit of square concrete columns with carbon fiber-reinforced polymer for seismic resistance[J].ACIStructural Journal,2003,100(6):785-794.
[17]Saadatmanesh H,Mohammad MR,Jin L.Repair of earthquake-damaged RC columns with FRP wraps[J].ACI Structural Journal,1997,94(2):206-215.
[18]Yoshimura K,Kikuchi K,Kuroki M.Seismic shear strengthening method for existing reinforced concrete short columns[C].Proceedings of theACI International Conference on Evaluation and Rehabilitation of concrete structures and Innovations in Design,SP-128,American Concrete In-stitute,Farmington Hills,Michigan,1991:1065-1079.
[19]Stoppenhagen D R,Jirs J O,Wyllie L A.Seismic repair and strengthening of a severely damaged concrete frame[J].ACI Structural Journal,1995,92(2):177-187.
[20]Ghosh K K,Sheikh S A.Seismic upgrade with carbon fiber-reinforced polymer of columns containing lap-spliced reinforcing bars[J].ACI Struc-tural Journal,2007,104(2):227-236.
[21]Xiao Y,Ma R.Seismic Retrofit of RC circular columns using prefabricated composite jacketing[J].Journal of Structural Engineering,ASCE,1997,123(10):1357-1364.
[22]Aboutaha R S,Engelhardt MD,Jirsa J O,et al.Experimental investigation of seismic repair of lap splice failures in damaged concrete columns[J].ACI Structural Journal,1999,96(2):297-306.
[23]Cheng C T,Mo Yl,Yeh YK.Evaluation of as-bulit,retrofitted,and repaired shear-critical hollowbridge columns under earthquake-type load-ing[J].Journal of Bridge Engineering,ASCE,2005,10(5):520-529.
[24]Cheng C T,Yeh Y K,Mo Y L.Flexural repair of hollow rectangular bridge columns failed due to earthquake-type loading[J].Materials andStructures,2004,37(10):717-723.
[2]刘恢先.唐山大地震震害(第三册)[M].北京:地震出版社,1986.
[3]孙利民,范立础.阪神地震后日本桥梁抗震设计规范的修订[J].同济大学学报,2001,29(1):60-64.
[4]Li J Z,Peng TB,Xu Y.Damage investigation of girder bridges under the Wenchuan earthquake andcorresponding seismic design recommenda-tions[J].Earthquake Engineering and Engineering Vibration,2008,7(4):337-344.
[5]王东升,郭迅,孙治国,等.汶川大地震公路桥梁震害初步调查[J].地震工程与工程振动,2009,29(3):84-94.
[6]孙治国,王东升,郭迅,等.汶川大地震绵竹市回澜立交桥震害调查[J].地震工程与工程振动,2009,29(4):132-138.
[7]叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006,39(3):24-36.
[8]肖岩.套管钢筋混凝土柱结构的发展和展望[J].土木工程学报,2004,37(4):8-12.
[9]Cheng C T,Yang J C,Yeh Y K,et al.Seismic performance of repaired hollow-bridge piers[J].Construction and Building Materials,2003,17(5):339-351.
[10]Lehman D E,Gookin S E,Nacamuli A M,et al.Repair of earthquake-damaged bridge columns[J].ACI Structural Journal,2001,98(2):233-242.
[11]Saiidi MS,Cheng Z Y.Effectiveness of composites in earthquake damage repair of reinforced concrete flared columns[J].Journal of StructuralEngineering,ASCE,2004,8(4):306-314.
[12]Youm K S,Lee HE,Choi S.Seismic performance of repaired RC columns[J].Magazine of Concrete Research,2006,58(5):267-276.
[13]Chang S Y,Li YF,Loh C H.Experimental study of seismic behaviour of as-built and carbon fiber reinforced plastics repaired reinforced concretebridge columns[J].Journal of Bridge Engineering,ASCE,2004,9(4):391-402.
[14]Fukuyama K,Higashibata Y,Miyauchi Y.Studies on repair and strengthening methods of damaged reinforced concrete columns[J].Cement&Concrete Composites,2000,22(1):81-88.
[15]Haroun MA,Mosallam A S,Feng MQ,et al.Experimental investigation of seismic repair and retrofit of bridge columns by composite jackets[J].Journal of Reinforced Plastics and Composites,2003,22(14):1243-1268.
[16]Iacobucci R D,Sheikh S A,Bayrak O.Retrofit of square concrete columns with carbon fiber-reinforced polymer for seismic resistance[J].ACIStructural Journal,2003,100(6):785-794.
[17]Saadatmanesh H,Mohammad MR,Jin L.Repair of earthquake-damaged RC columns with FRP wraps[J].ACI Structural Journal,1997,94(2):206-215.
[18]Yoshimura K,Kikuchi K,Kuroki M.Seismic shear strengthening method for existing reinforced concrete short columns[C].Proceedings of theACI International Conference on Evaluation and Rehabilitation of concrete structures and Innovations in Design,SP-128,American Concrete In-stitute,Farmington Hills,Michigan,1991:1065-1079.
[19]Stoppenhagen D R,Jirs J O,Wyllie L A.Seismic repair and strengthening of a severely damaged concrete frame[J].ACI Structural Journal,1995,92(2):177-187.
[20]Ghosh K K,Sheikh S A.Seismic upgrade with carbon fiber-reinforced polymer of columns containing lap-spliced reinforcing bars[J].ACI Struc-tural Journal,2007,104(2):227-236.
[21]Xiao Y,Ma R.Seismic Retrofit of RC circular columns using prefabricated composite jacketing[J].Journal of Structural Engineering,ASCE,1997,123(10):1357-1364.
[22]Aboutaha R S,Engelhardt MD,Jirsa J O,et al.Experimental investigation of seismic repair of lap splice failures in damaged concrete columns[J].ACI Structural Journal,1999,96(2):297-306.
[23]Cheng C T,Mo Yl,Yeh YK.Evaluation of as-bulit,retrofitted,and repaired shear-critical hollowbridge columns under earthquake-type load-ing[J].Journal of Bridge Engineering,ASCE,2005,10(5):520-529.
[24]Cheng C T,Yeh Y K,Mo Y L.Flexural repair of hollow rectangular bridge columns failed due to earthquake-type loading[J].Materials andStructures,2004,37(10):717-723.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心