铅阻尼器的发展与工程应用
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摘要
铅阻尼器是一种耗能性能良好、构造简单、制作方便的减震耗能装置,尤其是挤压型铅阻尼器和剪切型铅阻尼器,近年来逐渐得到工程界的认可和推广应用。本文基于国内外关于铅阻尼器的研究现状和发展趋势及其在工程中的应用情况,阐述了挤压型和剪切型等铅阻尼器的优点,指出了铅阻尼器及其推广应用需要进一步研究和解决的问题。
Lead damper,especially the lead shear damper and the lead extrusion damper,is one kind of damping devices with good performance and simple structure.So they are being used more and more in projects by engineers.In the paper,the situation and the tendency for the development on the leader damper in the world are summarized,and some applications of the lead damper are introduced.At last,the excellent performances of lead shear damper and the lead extrusion damper are presented,and the problems on the lead damper and it's popularization that should be researched and solved in future are pointed out.
Lead damper,especially the lead shear damper and the lead extrusion damper,is one kind of damping devices with good performance and simple structure.So they are being used more and more in projects by engineers.In the paper,the situation and the tendency for the development on the leader damper in the world are summarized,and some applications of the lead damper are introduced.At last,the excellent performances of lead shear damper and the lead extrusion damper are presented,and the problems on the lead damper and it's popularization that should be researched and solved in future are pointed out.
引文
[1]Kelly J M,Skinner R J.Mechanisms of energy absorption inspecial devices for use in earthquake resistant structures[J].Bulletin of New Zealand Society for EarthquakeEngineering,1972,5(3):63~88
[2]Skinner R J,Kelly J M,Heine A J.Hysteresis dampers forearthquake-resistant structures[J].Earthquake Engineeringand Structural Dynamics,1975,3:287~296
[3]Monti M D,Shaw I R,Ferguson W G,et al.High StrainShear of Lead[J].The Minerals,Metals MYMMaterialsSociety,1997,63~69
[4]Robinson W H and Greenbank L R.An extrusion energyabsorber suitable for the protection of structures during anearthquake[J].Earthq Eng Struct Dyn,1976,4,251~259
[5]Monti M D,Robinson W H.A lead shear damper suitablefor reducing the motion induced by wind and earthquake[A].Proc.11thWCEE[C],1996
[6]Soong T T,Dargush G F.Passive energy dissipation systemsin structural engineering[M].London:Wiley,1997
[7]杨军,李黎,叶昆.铅挤压阻尼器的研究[J].华中科技大学学报(自然科学版),2006,34(6)Yang Jun,Li Li,Ye Kun.Study of lead extrusion damper[J].J Huazhong Univ of Sci&Tech(Nature ScienceEdition),2006,34(6)(in Chiese)
[8]杨军,李黎,叶昆.铅挤压阻尼器的试验研究[J].工程抗震与加固改造,2005,27(5)Yang Jun,Li Li,Ye Kun.Experimental study of leadextrusion dampers[J].Earthquake Resistant Engineeringand Retrofitting,2005,27(5)(in Chinese)
[9]杨军.用于建筑结构减震的铅挤压阻尼器的应用研究[J].建筑技术开发,2001,28(4)Yang Jun.An investigation on extruded lead dampers usedto reduce the seismic response of building structures[J].Building Technique Development,2001,28(4)(inChinese)
[10]张同忠.粘滞阻尼器和铅阻尼器的理论与试验研究[D].北京:北京工业大学,2004Zhang Tong-Zhong.Theoretical and experimental study onviscous dampers and lead damper[D].Beijing:BeijingUniversity of Technology,2004(in Chinese)
[11]Curadelli R O,Riera J D.Design and testing of a leaddamper for seismic application[J].Mechanical EngineeringStructures,Proc.IMechE,Brazil,2006,11(221):159~165
[12]Raul Oscar Curadelli,Jorge Daniel Riera.Reliability basedassessment of the effectiveness of metallic dampers inbuildings under seismic excitations[J].EngineeringStructures,2004,(26):1931~1938
[13]Tsai C S,et al.Testing and analysis of a new lead-extrusiondamper[J].ASME,Pressure Vessels and Piping Division(Publication)PVP,2002,1(445):215~220
[14]周云,周福霖,邓雪松.铅阻尼器的研究和应用[J].世界地震工程,1999,15(1):53~61Zhou Yun,Zhou Fu-lin,Deng Xue-shong.The researchand application of lead damper[J].World Information onEarthquake Engineering,1999,15(1):53~61(in Chinese)
[15]Parulekar Y M,Reddy G R,Vaze K K,et al.Leadextrusion dampers for reducing seismic response of coolantchannel assembly[J].Nuclear Engineering and Design,2004,227:175~183
[16]Robinson W H,Monti M D.Seismic isolation and passivedamping-the New Zealand experience on isolation[A].Energy Dissipation Post-Smart conference on Isolation,Energy Dissipation and Control of Vibration of Structures[C].Taormina,Sicily,Italy,Angust 25~27,1197
[17]Robinson seismic limited vibration dampers[Z].http://www.robinson seismic.com/products/vds.html
[18]李冀龙,欧进萍.铅剪切阻尼器的阻尼力模型与设计[J].工程力学,2006,4(23)Li Ji-long,Ou Jin-ping.Damping force models and designsof lead shear dampers[J].Engineering Mechanics,2006,4(23)(in Chinese)
[19]王铁英,王艳武,王焕定,等.两类铅阻尼器的滞回性能研究[J].世界地震工程,2005,21(1)Wang Tie-ying,Wang Yan-wu,Wang Huan-ding,et al.Research on hysteretic characteristics of two kinds of verticallead dampers[J].World Information on EarthquakeEngineering,2005,21(1)(in Chinese)
[20]姚义.新型铅剪切阻尼器及其工程应用研究[D].北京:北京工业大学,2007Yao Yi.Study on a novel lead shear damper and itsengineering application[D].Beijing:Beijing University ofTechnology,2007(in Chinese)
[21]刘猛.新型铅阻尼器与预应力装配式框架节点抗震性能研究[D].北京:北京工业大学,2008Liu Meng.Study on new lead dampers and seismic behaviorof prestress assembling beam-column connections[D].Beijing:Beijing University of Technology,2008(in Chinese)
[22]彭凌云.地震随机模型及结构响应控制[D].北京:北京工业大学,2008Peng Lin-yun.Seismic stochastic model and structuralresponse control[D].Beijing:Beijing University ofTechnology,2008(in Chinese)
[23]闫维明,张春科,等.一种剪切型铅阻尼器及其在某火电厂房中的应用[J].工业建筑,2008,38(7)Yan Wei-ming,Zhang Cun-ke,et al.A new type ofshearing lead damper and its application in mill buildings fora thermal power plant[J].Industrial Construction,2008,38(7)(in Chinese)
[24]吴宏雷,王勇奉,于军.高地震烈度区火力发电厂主厂房设消能阻尼器结构性能分析[J].工业建筑,2008,38(增)Wu Hong-lei,Wang Yong-feng,Yu Jun.The structurebehavior of thermal power plant main building with energydissipation damper on high earthquake intensity area[J].Industrial Construction.2008,38(supp.)(in Chinese)
[25]Sakurai T,Shibata K,et al.Application of Joint Damper toThermal Poer Plant Building[A].Proc.10WCEE[C],1992(7)
[26]Robinson W H,Cousins W J.Lead dampers for baseisolation[A].Proceeding of the 9thWorld Conference onEarthquake Engineering[C],1988:427~432
[27]周云.金属耗能减震结构设计[M].武汉:武汉理工大学出版社,2006Zhou Yun.The design of vibration reduction structure bymetallic energy dissipation[M].Wuhan:Wuhan Universityof Technology Press,2006(in Chinese)
[28]Horikiri,et al.Compressive/tensile-load-type damper madeof lead and seismic isolation apparatus using the same[P].(United States Patent).Patent Number:6164023,date ofpatent:Dec.26,2000
[29]阴毅,周云,等.潮汕星河大厦结构消能减震有限元时程分析[J].工程抗震与加固改造,2005,27(3)Yin Yi,Zhou Yun,et al.Transient dynamic finite elementanalysis about energy dissipation structure of chaoshanxinghebuilding[J].Earthquake Resistant Engineering andRetrofitting,2005,27(3)(in Chinese)
[30]王艳武,王焕定,等.钢铅组合耗能器力学性能试验研究[J].工程力学,2005,22(2)Wang Yan-wu,Wang Huan-ding,et al.Experimental studyof mechanical properties of steel-lead mixed dampers[J].Engineering Mechanics,2005,22(2)(in Chinese)
[31]程文,李爱群.工程结构铅销粘弹性阻尼器[P].专利号:00112125.1公开日:2000,8,30Cheng Wen-rang,Li Ai-qun.Engineering structure lead-pinviscoelastic damper[P].Patent Number:00112125.1,dateof patent:2000,8,30(in Chinese)
[32]迟钝.橡胶-铅网复合阻尼器[P].专利号:02200913.2公开日:2003,2,12Chi Dun.Rubber-network of lead compound damper[P].Patent Number:02200913.2,date of patent:2003,2,12(inChinese)
[33]曹万林,卢智成.铅-锡基-软钢复合阻尼器[P].专利号:200510077232.8公开日:2005,11,9Cao Wan-lin,Lu Zhi-cheng.Lead-tin-based-mild steelcompound damper[P].Patent Number:200510077232.8,date of patent:2005,11,9(in Chinese)
[2]Skinner R J,Kelly J M,Heine A J.Hysteresis dampers forearthquake-resistant structures[J].Earthquake Engineeringand Structural Dynamics,1975,3:287~296
[3]Monti M D,Shaw I R,Ferguson W G,et al.High StrainShear of Lead[J].The Minerals,Metals MYMMaterialsSociety,1997,63~69
[4]Robinson W H and Greenbank L R.An extrusion energyabsorber suitable for the protection of structures during anearthquake[J].Earthq Eng Struct Dyn,1976,4,251~259
[5]Monti M D,Robinson W H.A lead shear damper suitablefor reducing the motion induced by wind and earthquake[A].Proc.11thWCEE[C],1996
[6]Soong T T,Dargush G F.Passive energy dissipation systemsin structural engineering[M].London:Wiley,1997
[7]杨军,李黎,叶昆.铅挤压阻尼器的研究[J].华中科技大学学报(自然科学版),2006,34(6)Yang Jun,Li Li,Ye Kun.Study of lead extrusion damper[J].J Huazhong Univ of Sci&Tech(Nature ScienceEdition),2006,34(6)(in Chiese)
[8]杨军,李黎,叶昆.铅挤压阻尼器的试验研究[J].工程抗震与加固改造,2005,27(5)Yang Jun,Li Li,Ye Kun.Experimental study of leadextrusion dampers[J].Earthquake Resistant Engineeringand Retrofitting,2005,27(5)(in Chinese)
[9]杨军.用于建筑结构减震的铅挤压阻尼器的应用研究[J].建筑技术开发,2001,28(4)Yang Jun.An investigation on extruded lead dampers usedto reduce the seismic response of building structures[J].Building Technique Development,2001,28(4)(inChinese)
[10]张同忠.粘滞阻尼器和铅阻尼器的理论与试验研究[D].北京:北京工业大学,2004Zhang Tong-Zhong.Theoretical and experimental study onviscous dampers and lead damper[D].Beijing:BeijingUniversity of Technology,2004(in Chinese)
[11]Curadelli R O,Riera J D.Design and testing of a leaddamper for seismic application[J].Mechanical EngineeringStructures,Proc.IMechE,Brazil,2006,11(221):159~165
[12]Raul Oscar Curadelli,Jorge Daniel Riera.Reliability basedassessment of the effectiveness of metallic dampers inbuildings under seismic excitations[J].EngineeringStructures,2004,(26):1931~1938
[13]Tsai C S,et al.Testing and analysis of a new lead-extrusiondamper[J].ASME,Pressure Vessels and Piping Division(Publication)PVP,2002,1(445):215~220
[14]周云,周福霖,邓雪松.铅阻尼器的研究和应用[J].世界地震工程,1999,15(1):53~61Zhou Yun,Zhou Fu-lin,Deng Xue-shong.The researchand application of lead damper[J].World Information onEarthquake Engineering,1999,15(1):53~61(in Chinese)
[15]Parulekar Y M,Reddy G R,Vaze K K,et al.Leadextrusion dampers for reducing seismic response of coolantchannel assembly[J].Nuclear Engineering and Design,2004,227:175~183
[16]Robinson W H,Monti M D.Seismic isolation and passivedamping-the New Zealand experience on isolation[A].Energy Dissipation Post-Smart conference on Isolation,Energy Dissipation and Control of Vibration of Structures[C].Taormina,Sicily,Italy,Angust 25~27,1197
[17]Robinson seismic limited vibration dampers[Z].http://www.robinson seismic.com/products/vds.html
[18]李冀龙,欧进萍.铅剪切阻尼器的阻尼力模型与设计[J].工程力学,2006,4(23)Li Ji-long,Ou Jin-ping.Damping force models and designsof lead shear dampers[J].Engineering Mechanics,2006,4(23)(in Chinese)
[19]王铁英,王艳武,王焕定,等.两类铅阻尼器的滞回性能研究[J].世界地震工程,2005,21(1)Wang Tie-ying,Wang Yan-wu,Wang Huan-ding,et al.Research on hysteretic characteristics of two kinds of verticallead dampers[J].World Information on EarthquakeEngineering,2005,21(1)(in Chinese)
[20]姚义.新型铅剪切阻尼器及其工程应用研究[D].北京:北京工业大学,2007Yao Yi.Study on a novel lead shear damper and itsengineering application[D].Beijing:Beijing University ofTechnology,2007(in Chinese)
[21]刘猛.新型铅阻尼器与预应力装配式框架节点抗震性能研究[D].北京:北京工业大学,2008Liu Meng.Study on new lead dampers and seismic behaviorof prestress assembling beam-column connections[D].Beijing:Beijing University of Technology,2008(in Chinese)
[22]彭凌云.地震随机模型及结构响应控制[D].北京:北京工业大学,2008Peng Lin-yun.Seismic stochastic model and structuralresponse control[D].Beijing:Beijing University ofTechnology,2008(in Chinese)
[23]闫维明,张春科,等.一种剪切型铅阻尼器及其在某火电厂房中的应用[J].工业建筑,2008,38(7)Yan Wei-ming,Zhang Cun-ke,et al.A new type ofshearing lead damper and its application in mill buildings fora thermal power plant[J].Industrial Construction,2008,38(7)(in Chinese)
[24]吴宏雷,王勇奉,于军.高地震烈度区火力发电厂主厂房设消能阻尼器结构性能分析[J].工业建筑,2008,38(增)Wu Hong-lei,Wang Yong-feng,Yu Jun.The structurebehavior of thermal power plant main building with energydissipation damper on high earthquake intensity area[J].Industrial Construction.2008,38(supp.)(in Chinese)
[25]Sakurai T,Shibata K,et al.Application of Joint Damper toThermal Poer Plant Building[A].Proc.10WCEE[C],1992(7)
[26]Robinson W H,Cousins W J.Lead dampers for baseisolation[A].Proceeding of the 9thWorld Conference onEarthquake Engineering[C],1988:427~432
[27]周云.金属耗能减震结构设计[M].武汉:武汉理工大学出版社,2006Zhou Yun.The design of vibration reduction structure bymetallic energy dissipation[M].Wuhan:Wuhan Universityof Technology Press,2006(in Chinese)
[28]Horikiri,et al.Compressive/tensile-load-type damper madeof lead and seismic isolation apparatus using the same[P].(United States Patent).Patent Number:6164023,date ofpatent:Dec.26,2000
[29]阴毅,周云,等.潮汕星河大厦结构消能减震有限元时程分析[J].工程抗震与加固改造,2005,27(3)Yin Yi,Zhou Yun,et al.Transient dynamic finite elementanalysis about energy dissipation structure of chaoshanxinghebuilding[J].Earthquake Resistant Engineering andRetrofitting,2005,27(3)(in Chinese)
[30]王艳武,王焕定,等.钢铅组合耗能器力学性能试验研究[J].工程力学,2005,22(2)Wang Yan-wu,Wang Huan-ding,et al.Experimental studyof mechanical properties of steel-lead mixed dampers[J].Engineering Mechanics,2005,22(2)(in Chinese)
[31]程文,李爱群.工程结构铅销粘弹性阻尼器[P].专利号:00112125.1公开日:2000,8,30Cheng Wen-rang,Li Ai-qun.Engineering structure lead-pinviscoelastic damper[P].Patent Number:00112125.1,dateof patent:2000,8,30(in Chinese)
[32]迟钝.橡胶-铅网复合阻尼器[P].专利号:02200913.2公开日:2003,2,12Chi Dun.Rubber-network of lead compound damper[P].Patent Number:02200913.2,date of patent:2003,2,12(inChinese)
[33]曹万林,卢智成.铅-锡基-软钢复合阻尼器[P].专利号:200510077232.8公开日:2005,11,9Cao Wan-lin,Lu Zhi-cheng.Lead-tin-based-mild steelcompound damper[P].Patent Number:200510077232.8,date of patent:2005,11,9(in Chinese)
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