中小跨径公路桥梁抗震设计理念
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摘要
总结汶川地震中不同桥型的性能表现,重点比较简支梁桥与连续梁桥、梁桥和拱桥的受损情况,并基于实际震害经验,提出桥型选择的一些原则;基于抗震计算无法得到结构响应精确值的事实,建议抗震设计中采取"多道设防,分级耗能"的抗震设防理念,重点讲述保险丝式单元的应用,提出桥梁抗震设计的"一可三易(可控、易检、易修、易换)"原则,即"损伤部位及损伤程度可控,损伤部位易检,损伤构件易修,破坏构件易换",基于"多道设防,分级耗能"和"一可三易"原则,建议中小跨径梁桥在破坏性地震作用下,支座作为保险丝式单元优先损坏,桥墩可出现易修复的塑性铰,桩基不能损伤。最后对一个实际工程,阐述孔跨布置的选择理念、桥墩抗剪能力的计算过程及双层抗震挡块的构造措施。研究成果可解决实际桥梁抗震设计工作中的部分问题。
The seismic performances of different types of bridges in the Wenchuan earthquake are summarized,with the comparisons focusing on the damages of simply supported girder bridges and continuous girder bridges,beam bridges and arch bridges,and based on the experiences,several fundamental principles on bridge-type selection are presented.Based on the fact that structural response can not be accurately calculated,the implementation of "multilevel fortification,hierarchical energy-consumption" philosophy is recommended,the application of fuse elements is highlighted,and the principle named "one-can and three-easy" is proposed,which means,in devastating earthquakes," the injury component and extent of injury can be controlled,the injury position is easy to check,the injury component is easy to repair,the damaged component is easy to change","the damage of bearing as a fuse element should be the priority,easily repairable plastic hinges can appear in piers,piles should be intact".Finally,a real case is discussed in detail,the span combination,the shear capacity calculation of pier,and double shear keys are studied.The results of present study are expected to be useful for practical problems.
The seismic performances of different types of bridges in the Wenchuan earthquake are summarized,with the comparisons focusing on the damages of simply supported girder bridges and continuous girder bridges,beam bridges and arch bridges,and based on the experiences,several fundamental principles on bridge-type selection are presented.Based on the fact that structural response can not be accurately calculated,the implementation of "multilevel fortification,hierarchical energy-consumption" philosophy is recommended,the application of fuse elements is highlighted,and the principle named "one-can and three-easy" is proposed,which means,in devastating earthquakes," the injury component and extent of injury can be controlled,the injury position is easy to check,the injury component is easy to repair,the damaged component is easy to change","the damage of bearing as a fuse element should be the priority,easily repairable plastic hinges can appear in piers,piles should be intact".Finally,a real case is discussed in detail,the span combination,the shear capacity calculation of pier,and double shear keys are studied.The results of present study are expected to be useful for practical problems.
引文
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[2]王克海,李茜,韦韩.汶川地震对我国地震区划图与桥梁抗震设计的启示[J].工程力学,2010,27(6):120-126(Wang Kehai,Li Qian,Wei Han.Enlightenment inbridge seismic design and seismic zonation from Wenchuanearthquake[J].Engineering Mechanics,2010,27(6):120-126(in Chinese))
[3]Li Jianzhong,Peng Tianbo,Xu Yan.Damage investigationof girder bridges under the Wenchuan earthquake andcorresponding seismic design recommendations[J].Earthquake Engineering and Engineering Vibration,2008,7(4):337-344
[4]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(Wang Dongsheng,Guo Xun,Sun Zhiguo,et al.Damageto highway bridges during Wenchuan Earthquake[J].Earthquake Engineering and Engineering Vibration,2009,29(3):84-94(in Chinese))
[5]庄卫林,刘振宇,蒋劲松.汶川大地震公路桥梁震害分析及对策[J].岩石力学与工程学报,2009,28(7):1377-1387(Zhuang Weilin,Liu Zhenyu,Jiang Jinsong.Earthquake-induced damage analysis of highway bridges inWenchuan earthquake and countermeasures[J].ChineseJournal of Rock Mechanics and Engineering,2009,28(7):1377-1387(in Chinese))
[6]黄显彬,杨虹,恩文海,等.都汶高速公路庙子坪岷江特大桥震后5号主墩加固技术[J].建筑技术,2010,41(2):136-139(Huang Xianbin,Yang Hong,En Wenhai,et al.Du Wen expreeway Miaoziping Minjiang river bridgeafter earthquake main pier on the 5th reinforcementtechnology[J].Architecture Technology Journal,2010,41(2):136-139(in Chinese))
[7]姚红兵,蒋劲松,黄麟.庙子坪岷江大桥震害与修复加固[J].西南公路,2008(4):36-40
[8]JTG/T B02-01—2008公路桥梁抗震设计细则[S].北京:人民交通出版社,2008(JTG/T B02-01—2008Guidelines for seismic design of highway bridges[S].Beijing:China Communications Press,2008(in Chinese))
[9]JTJ004—1989公路工程抗震设计规范[S].北京:人民交通出版社,1989(JTJ004—1989Specifications ofearthquake resistant design for highway engineering[S].Beijing:China Communications Press,1989(in Chinese))
[10]王克海.桥梁抗震研究[M].北京:中国铁道出版社,2007
[11]Ian B,Ian F,John M,et al.Seismic retrofitting manualfor highway structures:Part1—bridges[R].WashingtonDC:Federal Highway Administration,2006
[12]Seismic design criteria[S].Version 1.4.US:CALTRANS,2006
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