装配式预应力混凝土双柱桥墩抗震性能研究进展
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摘要
装配式预应力混凝土双柱桥墩是一种在上世纪铁路桥梁中广泛应用的一种桥墩形式。随着城市高架、跨海大桥、高速铁路等工程的不断新建,需要继续采用这种具有突出优点的桥墩方案。但是对于装配式双柱墩的设计及其抗震性能,目前仍然缺乏系统的研究。这已成为困扰桥梁设计工程师和业主的技术难题,从而限制了装配式双柱墩在我国桥梁建设中的应用。为了解决此技术难题,本文对目前的研究现状进行了剖析,并对进一步的研究思路和研究内容进行了详细分析。在此基础上进行的研究将为装配式双柱墩在我国的推广应用提供可靠的基础研究资料。
Prefabricated and prestressed concrete double-column pier,which could be fabricated off-site,was an extensively used form of railway bridge piers in the 20th century.With the continuous construction of urban viaduct,oversea bridge and high-speed railway,it was attractive to use the superior performance of this type of pier.However,knowledge of the design method and performance of precast bridge columns and their connections during earthquakes was lacking,and consequently their widespread use in seismic regions was not yet to be realized.This has been a technical problem in the face of bridge design engineers and owners,and this weakness limited the application of the fabricated double-column bridge pier construction in China.To solve this technical problem,based on the analysis of the current research,further research ideas and research contents were presented in detail.The research will provide reliable knowledge to promote the application of prefabricated prestressed double-column pier in China.
Prefabricated and prestressed concrete double-column pier,which could be fabricated off-site,was an extensively used form of railway bridge piers in the 20th century.With the continuous construction of urban viaduct,oversea bridge and high-speed railway,it was attractive to use the superior performance of this type of pier.However,knowledge of the design method and performance of precast bridge columns and their connections during earthquakes was lacking,and consequently their widespread use in seismic regions was not yet to be realized.This has been a technical problem in the face of bridge design engineers and owners,and this weakness limited the application of the fabricated double-column bridge pier construction in China.To solve this technical problem,based on the analysis of the current research,further research ideas and research contents were presented in detail.The research will provide reliable knowledge to promote the application of prefabricated prestressed double-column pier in China.
引文
[1]Hewes J T.Seismic design and performance of precast concrete egmental bridge columns[D].La Jolla,CA:Department of Structural Engineer-ing,University of California at San Diego,2002.
[2]Khaleghi B.Use of precast concrete members for accelerated bridge construction in Washington State[C]//Journal of the Transportation ResearchBoard,CD 11-S.Washington,D.C.:Transportation Research Board of the National Academies,2005,187–196.
[3]Seismic design code for prestressed concrete structures[S].Japan Prestresssed Concrete Engineering Association.2002.
[4]Department of Transportation Federal Highway Administration.Connection details for prefabrieated bridge elements and systems[R].US:HIGH-WAY FOR LIFE.2009.
[5]Chou Chung-Che,Chang Hao-Jan,Hewes J T.Two-plastic-hinge and two dimensional finite element models for post-tensioned precast concretesegmental bridge columns[J].Engineering Structures,2013,46:205–217.
[6]兰海燕.预制节段拼装桥墩抗震性能研究现状[J].公路交通科技,2012(6):38-42.LAN Haiyan.Status quo of research on seismic performance of precast segmental assembly piers[J].Technology of Highway and Transport,2012,(6):38-42.(in Chinese)
[7]徐栋.节段施工体外预应力桥梁的极限强度分析[D].上海:同济大学,1999.XU Dong.Ultimate strength analysis of segment construction external prestressing bridge[D].Shanghai:Tongji University,1999.(in Chinese)
[8]李坚,陆元春.预制节段混凝土桥梁的设计与工程实践[J].城市道路与防洪,2003,6:35-38.LI Jian,LU Yuanchun.Design and engineering practice of precast segmental concrete bridge[J].Urban Roads Bridges&Flood Control,2003,6:35-38.(in Chinese)
[9]李国平.全预制混凝土桥梁技术概论[C]//第十八届全国桥梁学术会议论文集,北京:人民交通出版社,2008.146-150.LI Guoping.Introduction of technology on the all precast segmental concrete bridge[C]//The 18th National Meeting on Bridge Technology.Bei-jing:China Communication Press,2008.146-150.(in Chinese)
[10]Li Zhenqiang,Juan David Leiva.Pretensioned precast concrete hollow-ore units used for interchange bridge projects in Honduras[J].PCI Journal,2010,55(2):71-81.
[11]成昆铁路技术总结委员会.成昆铁路-第四册桥梁[M].北京:人民铁道出版社,1980.The Committee of Technology Summary of Chengdu-unming Railway.Chengdu-unming Railway(the forth part)-ridge[M].Beijing:China Rail-way Press,1980.(in Chinese)
[12]铁道部第四勘测设计院.铁路工程设计技术手册《桥梁墩台》[M].北京:中国铁道出版社,1999.China Railway Siyuan Survey and Design Group CO.,LTD.Railway engineering technical manual-Bridge pier and abutment”[M].Beijing:Chi-na Railway Press,1999.(in Chinese)
[13]叶华成.上海长江大桥水上非通航孔墩身预制安装技术[J].桥梁建设,2007,5:55-58.YE Huacheng.Techniques for precasting and installation of pier shafts of Non navigable span of shanghai Changjiang River Bridge[J].BridgeConstruction,2007,5:55-58.(in Chinese)
[14]杨寿忠,陈明华,李斌,等.节段桥梁技术在重庆市新牌坊立交桥中的应用[C]//第十七届全国桥梁学术会议论文集(上册),北京:人民交通出版社,2006.535-540.YANG Shouzhong,CHEN Minghua,LI Bing,et al.The application of the precast segmental bridge in the Xinpaifang overpass In chongqing[C]//The 17th National Meeting on Bridge Technology.Beijing:China Communication Press,2006,535-540.(in Chinese)
[15]彭放.新型预应力装配式桥墩的应用[J].华南港工,1994,2:66-70.PENG Fang.The application of new prestressing precast bridge pier[J].South China Harbour Engineering,1994,2:66-70.(in Chinese)
[16]曾平喜,唐衡,冯永明.杭州湾跨海大桥预制墩身施工技术[C]//2005年全国桥梁学术会议论文集.北京:人民交通出版社,2005:510-523.ZENG Pingxi,TANGHeng,FENG Yongming.The precast segmental pier construction technology of Hanzhou bay bridge[C]//The 17th NationalMeeting on Bridge Technology.Beijing:China Communication Press,2005:510-523.(in Chinese)
[17]王志强,葛继平,魏红一.节段拼装桥墩抗震性能研究进展[J].地震工程与工程振动,2009,29(4):147-154.WANG Zhiqiang,GE Jiping,WEI Hongyi.Recent development in seismic research of segmental bridge columns[J].Journal of Earthquake Engi-neering and Engineering Vibration,2009,29(4):147-154.(in Chinese)
[18]葛继平.节段拼装桥墩抗震性能试验研究与理论分析[D].上海:同济大学,2009.GE Jiping.Experimental and analytical research on seismic performance of precast segmental bridge columns[D].Shanghai:Tongji University,2009.(in Chinese)
[19]杨俊荣.体外预应力装配式桥墩方案设计及有限元分析[D].武汉:武汉理工大学,2011.YAN Junrong.The schematic design and FEA of fabricated piers with external prestressing[D].Wuhan:Wuhan University of Technology.2011.(in Chinese)
[20]Ou Yu-Chen,Tsai Mu-Sen,Chang Kuo-Chun,et al.Cyclic behavior of precast segmental concrete bridge columns with high performance or conven-tional steel reinforcing bars as energy dissipation bars[J].Earthquake Engineering and Structural Dynamics,2010,39:1181–1198.
[21]布占宇,占陈文,石鑫磊,等.节段拼装混凝土桥墩抗震性能研究[J].宁波大学学报:理工版,2011,24(2):83-88.BU Zhanyu,ZHAN Chenwen,SHI Xinlei,et al.Research on seismic resistance of precast segmental concrete bridge piers[J].Journal of NingboUniversity:Natural Science&Engineering Edition,2011,24(2):83-88.(in Chinese)
[22]布占宇,唐光武.无黏结预应力带耗能钢筋预制节段拼装桥墩抗震性能研究[J].中国铁道科学,2011,32(3):33-40.BU Zhanyu,TANG Guangwu.Seismic performance investigation of unbonded prestressing precast segmental bridge piers with energy dissipationbars[J].China Railway Science,2011,32(3):33-40.(in Chinese)
[23]Chou Chung-Che,Hsu Chih-Po.Hysteretic model development and seismic response of unbonde post-tensioned precast CFT segmental bridge col-umns[J].Earthquake Engineering and Structural Dynamics,2008,37:919–934.
[24]Kima T H,Lee H M,Kima Y J,et al.Shin.Performance assessment of precast concrete segmental bridge columns with a shear resistant connectingstructure[J].Engineering Structures,2010,32:1292-1303.
[25]葛继平,王志强.干接缝节段拼装桥墩集中塑性铰模型的地震响应分析[J].工程力学,2010,27(8):185-190.GE Jiping,WANG Zhiqiang.Seismic performance studies of segmental bridge columns with match-cast dry joints using concentrated plastic hingemethod[J].Engineering Mechanics,2010,27(8):185-190.(in Chinese)
[26]葛继平,王志强,魏红一.干接缝节段拼装桥墩抗震分析的纤维模型模拟方法[J].振动与冲击,2010,29(3):52-57.GE Jiping,WANG Zhiqiang,WEI Hongyi.Seismic performance analysis of segmental bridge columns with match-cast dry joints using fiber beam-column element method[J].Journal of Vibration and Shock,2010,29(3):52-57.(in Chinese)
[27]葛继平,王志强.干接缝节段拼装桥墩振动台试验研究[J].工程力学,2011,28(9):122-128.GE Jiping,WANG Zhiqiang.Shake table tests of segmental bridge columns with match-cast dry joints[J].Engineering Mechanics,2011,28(9):122-128.(in Chinese)
[28]陈兴冲.南疆线拼装式桥墩接头抗震试验研究及分析[M].兰州:兰州铁道学院,1997.CHEN Xingchong.Experimental and analysis research of assembled bridge pier joints in the in South Xinjiang Railway[M].Lanzhou:LanzhouInstitute of Railway,1997.(in Chinese)
[29]田琪,陈兴冲,朱东生,等.拼装式桥墩接头的承载能力与滞回特性的试验研究[J].工程力学,1999,16(2):107-113.TIAN Qi,CHEN Xingchong,ZHU Dongsheng,et al.Experimental study on loading capacity and hystertic properties of assembled bridge pier joint[J].Engineering Mechanics,1999,16(2):107-113.(in Chinese)
[30]陈兴冲,虞庐松,田琪,等.拼装式双柱桥墩抗震能力的评估[J].桥梁建设,1998,3:65-67.CHEN Xingchong,YU Lusong,TIAN Qi,et al.Aseismic capacity assessment of the assembly double column piers[J].Bridge Construction,1998,3:65-67.(in Chinese)
[31]Kwan W P,Billington S L.Unbonded posttensioned concrete bridge piers I:Monotonic and cyclic analyses[J].Journal of Bridge Engineering,2003,8(2):92-101.
[32]Kwan W P,Billington S L.Unbonded posttensioned concrete bridge piers II:Seismic analyses[J].Journal of Bridge Engineering,2003,.8(2):102-111.
[33]Hieber D G,Wacker J M.State-of-the-art report on precast concrete systems for rapid construction of bridges[R].Washington:Washington StateTransportation Commission,Department of Transportation,WA-RD 594,2005.
[34]Hieber D G,Wacker J M.Precast concrete pier systems for rapid construction of bridges in seismic regions[R].Washington:Washington StateTransportation Commission,Department of Transportation,WA-RD 611,2005.
[35]Motared S,Saiidi M,Sanders,D.Seismic response of precast bridge columns with energy dissipating joints[R].Nevada:Center for Civil Engi-neering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,Nevada,Report No.CCEER-11-01,2011.
[36]李国平,张喜刚,项海帆.基于性能的混凝土桥梁规范体系的研究计划[J].桥梁,2011,41(3):75-77.LI Guoping,ZHANG Xigang,XIAN Haifang.The research plan of performance-based design code for concrete bridge[J].Bridge,2011,41(3):75-77.(in Chinese)
[37]李建中,管仲国.基于性能桥梁抗震设计理论发展[J].工程力学,2011,S2:24-30.LI Jianzhong,GUAN Zhongguo.Performance-based seismic design for bridges[J].Engineering Mechanics,2011,S2:24-30.(in Chinese)
[38]朱晞江辉.桥梁墩柱基于性能的抗震设计方法[J].土木工程学报,2009,4:85-92.ZHU Xi,JIANG Hui.Performance-based seismic design method for RC bridge piers[J].China Civil Engineering Journal,2009,4:85-92.(inChinese)
[2]Khaleghi B.Use of precast concrete members for accelerated bridge construction in Washington State[C]//Journal of the Transportation ResearchBoard,CD 11-S.Washington,D.C.:Transportation Research Board of the National Academies,2005,187–196.
[3]Seismic design code for prestressed concrete structures[S].Japan Prestresssed Concrete Engineering Association.2002.
[4]Department of Transportation Federal Highway Administration.Connection details for prefabrieated bridge elements and systems[R].US:HIGH-WAY FOR LIFE.2009.
[5]Chou Chung-Che,Chang Hao-Jan,Hewes J T.Two-plastic-hinge and two dimensional finite element models for post-tensioned precast concretesegmental bridge columns[J].Engineering Structures,2013,46:205–217.
[6]兰海燕.预制节段拼装桥墩抗震性能研究现状[J].公路交通科技,2012(6):38-42.LAN Haiyan.Status quo of research on seismic performance of precast segmental assembly piers[J].Technology of Highway and Transport,2012,(6):38-42.(in Chinese)
[7]徐栋.节段施工体外预应力桥梁的极限强度分析[D].上海:同济大学,1999.XU Dong.Ultimate strength analysis of segment construction external prestressing bridge[D].Shanghai:Tongji University,1999.(in Chinese)
[8]李坚,陆元春.预制节段混凝土桥梁的设计与工程实践[J].城市道路与防洪,2003,6:35-38.LI Jian,LU Yuanchun.Design and engineering practice of precast segmental concrete bridge[J].Urban Roads Bridges&Flood Control,2003,6:35-38.(in Chinese)
[9]李国平.全预制混凝土桥梁技术概论[C]//第十八届全国桥梁学术会议论文集,北京:人民交通出版社,2008.146-150.LI Guoping.Introduction of technology on the all precast segmental concrete bridge[C]//The 18th National Meeting on Bridge Technology.Bei-jing:China Communication Press,2008.146-150.(in Chinese)
[10]Li Zhenqiang,Juan David Leiva.Pretensioned precast concrete hollow-ore units used for interchange bridge projects in Honduras[J].PCI Journal,2010,55(2):71-81.
[11]成昆铁路技术总结委员会.成昆铁路-第四册桥梁[M].北京:人民铁道出版社,1980.The Committee of Technology Summary of Chengdu-unming Railway.Chengdu-unming Railway(the forth part)-ridge[M].Beijing:China Rail-way Press,1980.(in Chinese)
[12]铁道部第四勘测设计院.铁路工程设计技术手册《桥梁墩台》[M].北京:中国铁道出版社,1999.China Railway Siyuan Survey and Design Group CO.,LTD.Railway engineering technical manual-Bridge pier and abutment”[M].Beijing:Chi-na Railway Press,1999.(in Chinese)
[13]叶华成.上海长江大桥水上非通航孔墩身预制安装技术[J].桥梁建设,2007,5:55-58.YE Huacheng.Techniques for precasting and installation of pier shafts of Non navigable span of shanghai Changjiang River Bridge[J].BridgeConstruction,2007,5:55-58.(in Chinese)
[14]杨寿忠,陈明华,李斌,等.节段桥梁技术在重庆市新牌坊立交桥中的应用[C]//第十七届全国桥梁学术会议论文集(上册),北京:人民交通出版社,2006.535-540.YANG Shouzhong,CHEN Minghua,LI Bing,et al.The application of the precast segmental bridge in the Xinpaifang overpass In chongqing[C]//The 17th National Meeting on Bridge Technology.Beijing:China Communication Press,2006,535-540.(in Chinese)
[15]彭放.新型预应力装配式桥墩的应用[J].华南港工,1994,2:66-70.PENG Fang.The application of new prestressing precast bridge pier[J].South China Harbour Engineering,1994,2:66-70.(in Chinese)
[16]曾平喜,唐衡,冯永明.杭州湾跨海大桥预制墩身施工技术[C]//2005年全国桥梁学术会议论文集.北京:人民交通出版社,2005:510-523.ZENG Pingxi,TANGHeng,FENG Yongming.The precast segmental pier construction technology of Hanzhou bay bridge[C]//The 17th NationalMeeting on Bridge Technology.Beijing:China Communication Press,2005:510-523.(in Chinese)
[17]王志强,葛继平,魏红一.节段拼装桥墩抗震性能研究进展[J].地震工程与工程振动,2009,29(4):147-154.WANG Zhiqiang,GE Jiping,WEI Hongyi.Recent development in seismic research of segmental bridge columns[J].Journal of Earthquake Engi-neering and Engineering Vibration,2009,29(4):147-154.(in Chinese)
[18]葛继平.节段拼装桥墩抗震性能试验研究与理论分析[D].上海:同济大学,2009.GE Jiping.Experimental and analytical research on seismic performance of precast segmental bridge columns[D].Shanghai:Tongji University,2009.(in Chinese)
[19]杨俊荣.体外预应力装配式桥墩方案设计及有限元分析[D].武汉:武汉理工大学,2011.YAN Junrong.The schematic design and FEA of fabricated piers with external prestressing[D].Wuhan:Wuhan University of Technology.2011.(in Chinese)
[20]Ou Yu-Chen,Tsai Mu-Sen,Chang Kuo-Chun,et al.Cyclic behavior of precast segmental concrete bridge columns with high performance or conven-tional steel reinforcing bars as energy dissipation bars[J].Earthquake Engineering and Structural Dynamics,2010,39:1181–1198.
[21]布占宇,占陈文,石鑫磊,等.节段拼装混凝土桥墩抗震性能研究[J].宁波大学学报:理工版,2011,24(2):83-88.BU Zhanyu,ZHAN Chenwen,SHI Xinlei,et al.Research on seismic resistance of precast segmental concrete bridge piers[J].Journal of NingboUniversity:Natural Science&Engineering Edition,2011,24(2):83-88.(in Chinese)
[22]布占宇,唐光武.无黏结预应力带耗能钢筋预制节段拼装桥墩抗震性能研究[J].中国铁道科学,2011,32(3):33-40.BU Zhanyu,TANG Guangwu.Seismic performance investigation of unbonded prestressing precast segmental bridge piers with energy dissipationbars[J].China Railway Science,2011,32(3):33-40.(in Chinese)
[23]Chou Chung-Che,Hsu Chih-Po.Hysteretic model development and seismic response of unbonde post-tensioned precast CFT segmental bridge col-umns[J].Earthquake Engineering and Structural Dynamics,2008,37:919–934.
[24]Kima T H,Lee H M,Kima Y J,et al.Shin.Performance assessment of precast concrete segmental bridge columns with a shear resistant connectingstructure[J].Engineering Structures,2010,32:1292-1303.
[25]葛继平,王志强.干接缝节段拼装桥墩集中塑性铰模型的地震响应分析[J].工程力学,2010,27(8):185-190.GE Jiping,WANG Zhiqiang.Seismic performance studies of segmental bridge columns with match-cast dry joints using concentrated plastic hingemethod[J].Engineering Mechanics,2010,27(8):185-190.(in Chinese)
[26]葛继平,王志强,魏红一.干接缝节段拼装桥墩抗震分析的纤维模型模拟方法[J].振动与冲击,2010,29(3):52-57.GE Jiping,WANG Zhiqiang,WEI Hongyi.Seismic performance analysis of segmental bridge columns with match-cast dry joints using fiber beam-column element method[J].Journal of Vibration and Shock,2010,29(3):52-57.(in Chinese)
[27]葛继平,王志强.干接缝节段拼装桥墩振动台试验研究[J].工程力学,2011,28(9):122-128.GE Jiping,WANG Zhiqiang.Shake table tests of segmental bridge columns with match-cast dry joints[J].Engineering Mechanics,2011,28(9):122-128.(in Chinese)
[28]陈兴冲.南疆线拼装式桥墩接头抗震试验研究及分析[M].兰州:兰州铁道学院,1997.CHEN Xingchong.Experimental and analysis research of assembled bridge pier joints in the in South Xinjiang Railway[M].Lanzhou:LanzhouInstitute of Railway,1997.(in Chinese)
[29]田琪,陈兴冲,朱东生,等.拼装式桥墩接头的承载能力与滞回特性的试验研究[J].工程力学,1999,16(2):107-113.TIAN Qi,CHEN Xingchong,ZHU Dongsheng,et al.Experimental study on loading capacity and hystertic properties of assembled bridge pier joint[J].Engineering Mechanics,1999,16(2):107-113.(in Chinese)
[30]陈兴冲,虞庐松,田琪,等.拼装式双柱桥墩抗震能力的评估[J].桥梁建设,1998,3:65-67.CHEN Xingchong,YU Lusong,TIAN Qi,et al.Aseismic capacity assessment of the assembly double column piers[J].Bridge Construction,1998,3:65-67.(in Chinese)
[31]Kwan W P,Billington S L.Unbonded posttensioned concrete bridge piers I:Monotonic and cyclic analyses[J].Journal of Bridge Engineering,2003,8(2):92-101.
[32]Kwan W P,Billington S L.Unbonded posttensioned concrete bridge piers II:Seismic analyses[J].Journal of Bridge Engineering,2003,.8(2):102-111.
[33]Hieber D G,Wacker J M.State-of-the-art report on precast concrete systems for rapid construction of bridges[R].Washington:Washington StateTransportation Commission,Department of Transportation,WA-RD 594,2005.
[34]Hieber D G,Wacker J M.Precast concrete pier systems for rapid construction of bridges in seismic regions[R].Washington:Washington StateTransportation Commission,Department of Transportation,WA-RD 611,2005.
[35]Motared S,Saiidi M,Sanders,D.Seismic response of precast bridge columns with energy dissipating joints[R].Nevada:Center for Civil Engi-neering Earthquake Research,Department of Civil and Environmental Engineering,University of Nevada,Reno,Nevada,Report No.CCEER-11-01,2011.
[36]李国平,张喜刚,项海帆.基于性能的混凝土桥梁规范体系的研究计划[J].桥梁,2011,41(3):75-77.LI Guoping,ZHANG Xigang,XIAN Haifang.The research plan of performance-based design code for concrete bridge[J].Bridge,2011,41(3):75-77.(in Chinese)
[37]李建中,管仲国.基于性能桥梁抗震设计理论发展[J].工程力学,2011,S2:24-30.LI Jianzhong,GUAN Zhongguo.Performance-based seismic design for bridges[J].Engineering Mechanics,2011,S2:24-30.(in Chinese)
[38]朱晞江辉.桥梁墩柱基于性能的抗震设计方法[J].土木工程学报,2009,4:85-92.ZHU Xi,JIANG Hui.Performance-based seismic design method for RC bridge piers[J].China Civil Engineering Journal,2009,4:85-92.(inChinese)
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