预制节段拼装混凝土桥墩力学性能研究进展
摘要
预制拼装桥墩具有质量有保证、施工速度快、干扰小、环保等优点,是装配式桥梁进一步发展的方向。分别从试验研究、理论研究和实际工程应用三个方面进行归纳总结,对预制拼装桥墩的抗震性能、节段接头、后张预应力系统、桥墩断面、耗能装置和塑性铰区设置的研究结果和实桥应用进行了分析,进而对亟待研究的问题和进一步研究的方向进行了展望。
引文
[1]Mander J B,Cheng.Seismic resistance of bridge piersbased ondamage avoidance design[R].National Centerfor Earthquake Engineering Research,1997.
[2]Kwan W P,Billington S L.Unbonded posttensioned con-crete bridge piers I:Monotonic andcyclic analyses[J].Journal of Bridge Engineering,2003,8(2):92-101.
[3]Kwan W P,Billington S L.Unbonded posttensionedconcrete bridge piers II:Seismicanalyses[J].Journal ofBridge Engineering,2003,8(2):102-111.
[4]Joshua T,Hewesand M J,Nigel Priestley.Seismic de-sign and performance of precastconcrete segmentalbridge columns[R].2002.
[5]Ou Y C.Precast segmental post-tensioned concretebridge columns for seismic regions[D].University atBuffalo-State University of New York,2007.
[6]陈聖文.使用不锈钢钢筋或部分无握裹传统钢筋的预铸节段桥柱反覆载重行为[D].台北:国立台湾科技大学,2010.
[7]张国镇,陈振川.预铸节块桥柱试验及行为研究[D].台北:国立台湾大学土木工程研究所,2005.
[8]Chung-Che Chou,Yu-Chih Chen.Cyclic tests of post-tensioned precast CFT segmentalbridge columns withunbonded strands[J].Earthquake Engineering andStructural Dynamics,2006,35:159-175.
[9]A Palermo,S Pampanin,D Marriott.Design,modelingand experimental response ofseismic resistant bridge pierswith posttensioned dissipating connections[J].Journal ofStructural Engineering,2007,133(1 1):1648-1661.
[10]T H Kim,B M Jin,Y J Kim,el.INELASTIC BE-HAVIOR OF PRECAST CONCRETE SEGMENT-ALBRIDGE PIERS WITH SHEAR RESISTANCECONNECTING STRUCTURE[C]//The 14th WorldConference on Earthquake Engineering.2008.
[11]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.
[12]刘丰.节段拼装预应力混凝土桥墩拟静力试验和分析研究[D].上海:同济大学,2008.
[13]赵宁.预制节段拼装空心混凝土桥墩拟静力试验和分析研究[D].上海:同济大学,2009.
[14]葛继平.段拼装桥墩抗震性能试验与理论分析[D].上海:同济大学,2009.
[15]陈兴冲,田琪,孙杰.拼装式双柱桥墩梁-柱接头的抗震验算方法[J].兰州铁道学院学报,1999,18(1):7-12.
[16]李子奇,樊燕燕,虞庐松.拼装式双柱桥墩的线性地震反应分析研究[J].兰州交通大学学报:自然科学版,2006,15(6):61-63.
[17]David G Hieber,Jonathan M Wacker.Precast con-crete pier systems for rapid construction ofbridges inseismic regions[R].2005.
[18]Haitham Mohamed M.MousadDawood.Seismic Be-havior and Design of Segmental Precast Post-Ten-sioned Concrete Piers[D].Washington State Univer-sity,2010.
[19]W Jay Rohleder,Jr,P E,S E.Segmental BridgeTechnology-Established and Evolving[R].
[20]Prefabricated Bridge Elementsand Systems to LimitTrafficDisruption During Construction[R].
[21]Prefabricated Bridge Elements and Systems in Japanand Europe[R].2005.
[22]Segmental Bridges-It’s aConstruction TechniquewithDesign ImplicationsCurrent State of the TechnologyPrefabricated Bridge Elements&Systems[R].2012.
[23]王润台,荘博文,陈威翰.预铸节块桥墩之施工技术[J].中华技术专题报道,2010,(7):81-93.
[24]张荻薇,黄炳勲,戚树人,游文慧.预铸桥墩工法之应用-台中生活圈四号线工程[J].中华技术专题报道,2011,(1):80-89.
[25]彭放.新型预应力装配式桥墩在新澳凼大桥中的应用[J].OVM通讯,1999,(6):3-6.
[2]Kwan W P,Billington S L.Unbonded posttensioned con-crete bridge piers I:Monotonic andcyclic analyses[J].Journal of Bridge Engineering,2003,8(2):92-101.
[3]Kwan W P,Billington S L.Unbonded posttensionedconcrete bridge piers II:Seismicanalyses[J].Journal ofBridge Engineering,2003,8(2):102-111.
[4]Joshua T,Hewesand M J,Nigel Priestley.Seismic de-sign and performance of precastconcrete segmentalbridge columns[R].2002.
[5]Ou Y C.Precast segmental post-tensioned concretebridge columns for seismic regions[D].University atBuffalo-State University of New York,2007.
[6]陈聖文.使用不锈钢钢筋或部分无握裹传统钢筋的预铸节段桥柱反覆载重行为[D].台北:国立台湾科技大学,2010.
[7]张国镇,陈振川.预铸节块桥柱试验及行为研究[D].台北:国立台湾大学土木工程研究所,2005.
[8]Chung-Che Chou,Yu-Chih Chen.Cyclic tests of post-tensioned precast CFT segmentalbridge columns withunbonded strands[J].Earthquake Engineering andStructural Dynamics,2006,35:159-175.
[9]A Palermo,S Pampanin,D Marriott.Design,modelingand experimental response ofseismic resistant bridge pierswith posttensioned dissipating connections[J].Journal ofStructural Engineering,2007,133(1 1):1648-1661.
[10]T H Kim,B M Jin,Y J Kim,el.INELASTIC BE-HAVIOR OF PRECAST CONCRETE SEGMENT-ALBRIDGE PIERS WITH SHEAR RESISTANCECONNECTING STRUCTURE[C]//The 14th WorldConference on Earthquake Engineering.2008.
[11]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.
[12]刘丰.节段拼装预应力混凝土桥墩拟静力试验和分析研究[D].上海:同济大学,2008.
[13]赵宁.预制节段拼装空心混凝土桥墩拟静力试验和分析研究[D].上海:同济大学,2009.
[14]葛继平.段拼装桥墩抗震性能试验与理论分析[D].上海:同济大学,2009.
[15]陈兴冲,田琪,孙杰.拼装式双柱桥墩梁-柱接头的抗震验算方法[J].兰州铁道学院学报,1999,18(1):7-12.
[16]李子奇,樊燕燕,虞庐松.拼装式双柱桥墩的线性地震反应分析研究[J].兰州交通大学学报:自然科学版,2006,15(6):61-63.
[17]David G Hieber,Jonathan M Wacker.Precast con-crete pier systems for rapid construction ofbridges inseismic regions[R].2005.
[18]Haitham Mohamed M.MousadDawood.Seismic Be-havior and Design of Segmental Precast Post-Ten-sioned Concrete Piers[D].Washington State Univer-sity,2010.
[19]W Jay Rohleder,Jr,P E,S E.Segmental BridgeTechnology-Established and Evolving[R].
[20]Prefabricated Bridge Elementsand Systems to LimitTrafficDisruption During Construction[R].
[21]Prefabricated Bridge Elements and Systems in Japanand Europe[R].2005.
[22]Segmental Bridges-It’s aConstruction TechniquewithDesign ImplicationsCurrent State of the TechnologyPrefabricated Bridge Elements&Systems[R].2012.
[23]王润台,荘博文,陈威翰.预铸节块桥墩之施工技术[J].中华技术专题报道,2010,(7):81-93.
[24]张荻薇,黄炳勲,戚树人,游文慧.预铸桥墩工法之应用-台中生活圈四号线工程[J].中华技术专题报道,2011,(1):80-89.
[25]彭放.新型预应力装配式桥墩在新澳凼大桥中的应用[J].OVM通讯,1999,(6):3-6.
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