钢管混凝土结构——理论与实践
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摘要
简要回顾了钢管混凝土力学性能研究现状 ,探讨了组成钢管混凝土的钢管及其核心混凝土之间的相互作用问题 ,介绍了钢管混凝土在单层和多层工业厂房柱、设备构架柱、各种支架、栈桥柱、地铁站台柱、送变电杆塔、桁架压杆、桩、空间结构、高层和超高层建筑以及桥梁结构中的应用情况 .最后 ,对需要进一步开展的研究工作进行了探讨
The state of the art of concrete-filled steel tubes is presented generally in this paper. The general response of concrete-filled steel tubular columns is discussed with an emphasis on the composite action between the steel tube and its concrete core. The engineering practices of concrete filled steel tubes in industrial works, structural frames and supports, loading bridges, compressive members of truss, subway columns, electricity transmitting poles, spacious construction, high-rise or super high-rise buildings and bridge structures are introduced. Finally, the need for further research, such as behavior of concrete filled steel tubular structures during construction, concrete quality control, steel residual stress effects, creep and fatigue is identified.
The state of the art of concrete-filled steel tubes is presented generally in this paper. The general response of concrete-filled steel tubular columns is discussed with an emphasis on the composite action between the steel tube and its concrete core. The engineering practices of concrete filled steel tubes in industrial works, structural frames and supports, loading bridges, compressive members of truss, subway columns, electricity transmitting poles, spacious construction, high-rise or super high-rise buildings and bridge structures are introduced. Finally, the need for further research, such as behavior of concrete filled steel tubular structures during construction, concrete quality control, steel residual stress effects, creep and fatigue is identified.
引文
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[54] 韩林海,陶忠,刘威,等.长期荷载作用下方钢管混凝土轴心受压柱的变形特性[J].中国公路学报,2001,14(2):52-57.
[55] 韩林海,陶忠,刘威,等.长期荷载作用对方钢管混凝土柱承载力的影响[J].中国公路学报,2001,14(3):57-66.
[56] HANLin-hai,YANGHua,CHENShu-liang.Testsontheresidualstrengthofconcretefilledsteeltubesafterhightemperatures[A].Proceedingsofthefirstinternationalconferenceonsteel&compositestructures[C].Pusan,Korea,2001.1709-1716.
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[58] 王怀忠.宝钢工程60m长桩轴向承载力与沉降的共同规律[A].中国科协第三次青年学术年会论文集[C].北京:中国科学技术出版社,1998.450-453.
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[69] HANLin-hai.Theinfluenceofconcretecompactiononthestrengthofconcretefilledsteeltubes[J].AdvancesinStructuralEngi neering,2000,3(2):131-137.
[70] HANLin-hai,YANGYou-fu.Influenceofconcretecompactiononthebehaviorofconcretefilledsteeltubeswithrectangularsections[J].AdvancesinStructuralEngineering,2001,2(2):93-100.
[2] 韩林海.钢管混凝土结构[M].北京:科学出版社,2000
[3] KloppelVK ,GoderW .Aninvestigationoftheloadcarryingcapacityofconcrete-filledsteeltubesanddevelopmentofdesignformu la[J].DerStahlbau,1957,26(2):44-50.
[4] NeogiPK ,SanHK ,ChapmanJC .Concretefilledtubularsteelcolumnsundereccentricalloading[J].JournalofStructuralEngi neering,1969,47(5):187-195.
[5] FurlongRW .ColumnsrulesofACI,SSLC ,andLRFDcompared[J].JournalofStructuralDivision,ASCE ,1983,109(10):2375-2386.
[6] KnowlesRB ,ParkR .Strengthofconcretefilledsteeltubularcolumns[J].JournalofStructuralDivision,ASCE ,1969,95(ST12):2565-2587.
[7] GarderJ ,JacobsonR .Structuralbehaviorofconcretefilledsteeltubes[J].ACIJournalofStructuralDivision,1967(64-38):404-413.
[8] TomiiM ,YashimaroK .Experimentalstudiesonconcretefilledsteeltubularstubcolumnunderconcentricloading[A].Procofthein tercolloquiumonstabilityofstructuresunderstaticanddynamicloads[C].Washington:SSRC ASCE ,1979.718-741.
[9] BodeH .Columnsofsteeltubularsectionsfilledwithconcrete-designandapplication[J].Acier-stahl-steel,1973,11-12:388-393.
[10] WakabayashiM .RecentdevelopmentandresearchincompositeandmixedbuildingstructuresinJapan[A].Proceedingsofthe4thASCCSInternationalConference[C].Slovakia(Kosice):ASCCS ,1994.237-242.
[11] GhoshRS .Strengtheningofslenderhollowsteelcolumnsbyfillingwithconcrete[J].CanadianJournalofCivilEngineering,1997,4(2):127-133.
[12] GeH ,UsamiT .Strengthofoncretefilledthinwalledsteelboxcolumns:experiment[J].JournalofStructuralEngineering,ASCE ,1992,118(11):3036-3054.
[13] SuganoS ,NagashimaT .Seismicbehaviorofconcretefilledtubularsteelcolumns[A].TenthStructuralCongress’92,Proceedings[C].ASCE ,1992.914-917.
[14] UyB .Wetconcreteloadingofthin-walledsteelboxcolumnsduringtheconstructionofatallbuilding[J].JournalofConstructionalSteelResearch,1998,42(2):95-119.
[15] ArchitecturalInstituteofJapan(AIJ).Recommendationsfordesignandconstructionofconcretefilledsteeltubularstructures[M].TOKPO :AIJ ,1997.
[16] BridgeRQ .Highstrengthmaterialsincompositeconstruction[A].Conferencereportofinternationalconferenceoncompositecon struction-conventionalandinnovative[C].Innsbruck:IABSE ,CEB ,FIP ASCCS ,etal.1997.29-40.
[17] ShamsM ,SaadeghvaziriMA .Stateoftheartofconcrete-filledsteeltubularcolumns[J].ACIStructuralJournal,1997,94(5):558-571.
[18] HajjarJF ,GourleyBC .Representationofconcrete-filledtubes,I:formulation[J].JournalofStructuralEngineering,ASCE ,1996,123(6):736-744.
[19] HajjarJF ,GourleyBC .Acyclicnonlinearmodelforconcrete-filledtubescross-sectionstrength[J].JournalofStructuralEngi neering,ASCE ,1997,122(11):1327-1136.
[20] HajjarJF ,GourleyBC ,OlsonMC .Acyclicnonlinearmodelforconcrete-filledtubes,II:verification[J].JournalofStructuralEngineering,ASCE ,1997,123(6):745-754.
[21] HajjarJF ,MolodanA ,SchilerPH .Adistributedplasticitymodelforcyclicanalysisofconcrete-filledtubebeam-columnsandcompositeframes[J].EngineeringStructures,1998,20(4-6):398-412.
[22] SchneiderSP .Axiallyloadedconcrete-filledsteeltubes[J].JournalofStructuralEngineering,ASCE ,1998,124(10):1125-1138.
[23] WebbJ,PeytonJJ.Compositeconcretefilledsteeltubecolumns[A].Proceedingsofthestructuralengineeringconference[C].Au stralia:TheInstituteofEngineers,1990.181-185.
[24] HassR .Onrealistictestingofthefireprotectiontechnologyofsteelandcementsupports[R].TranslationofBHPR NL T 1444,1991.
[25] KlingschW .Newdevelopmentsinfireresistanceofhollowsectionstructures[A].Symposiumonhollowstructuralsectionsinbuildingconstruction[C].ChicagoIllinois:ASCE ,1985.
[26] FalkeJ.Comparisonofsimplecalculationmethodsforthefiredesignofcompositecolumnsandbeams[A].Procofanengineeringfoundationconferonsteel-concretecompositestructure[C].NewYork:ASCE ,1992.226-241.
[27] LieTT ,StringerDC .Calculationofthefireresistanceofsteelhollowstructuralsectioncolumnsfilledwithplainconcrete[J].CanJCivEng,1994,21:382-385.
[28] WangYC .Theeffectsofstructuralcontinuityonthefireresistanceofconcretefilledcolumnsinnon-swayframes[J].JournalofConstructionalSteelResearch,1999,50:77-197.
[29] KodurVKR .Performance-basedfireresistancedesignofconcrete-filledsteelcolumns[J].JournalofConstructionalSteelRe search,1999,51:21-26.
[30] O’MeagherAJ ,BennettsID ,HutchinsonGL ,etal.Modelingofconcrete-filledtubularcolumnsinfire[A].BHPR ENG R 91031PS69,1991.
[31] BritishSteel.SHSdesignmanualforconcretefilledcolumns[M].London,1990.
[32] BritishSteelTubesandPipes.DesignforSHSfireresistancetoBS5950[M].London:BritishSteelTubesandPipes,1990.
[33] ECCS -TechnicalCommittee3.Firesafetyofsteelstructures,technicalnote,calculationofthefireresistanceofcentrallyloadedcompositesteel-concretecolumnsexposedtothestandardfire[M].1988.
[34] 钟善桐.管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1994.
[35] 蔡绍怀.钢管混凝土结构的计算与应用[M].北京:中国建筑工业出版社,1989.
[36] 汤关祚.钢管混凝土基本力学性能的研究[J].建筑结构学报,1992(1):13-31.
[37] 李继读.钢管混凝土轴压承载力的研究[J].工业建筑,1985(2):25-31.
[38] JCJ01-89,钢管混凝土结构设计与施工规程[S].
[39] CECS28:90,钢管混凝土结构设计与施工规程[S].
[40] DL -5085T -1999,钢-混凝土组合结构设计规程[S].
[41] GJB 4142-2000,战时军港抢修早强型组合结构技术规程[S].
[42] 韩林海,钟善桐.钢管混凝土力学[M].大连:大连理工大学出版社,1996.
[43] 韩林海,钟善桐.钢管混凝土压弯扭构件工作机理研究[J].建筑结构学报,1995,16(4):32-39.
[44] 韩林海,陶忠.方钢管混凝土轴压力学性能的理论分析与试验研究[J].土木工程学报,2001,34(2):17-25.
[45] HANLin-hai,ZHAOXiao-ling,ZHONGTao.Testsandmechanicsmodelforconcrete-filledSHSstubcolumns[J].ColumnsandBeam-Columns,Steel&CompositeStructures,2001,1(1):51-74.
[46] HANLin-hai.Testsonconcretefilledsteeltubularcolumnswithhighslendernessratio[J].AdvancesinStructuralEngineering,2000,3(4):337-344.
[47] 韩林海,杨有福.矩形钢管混凝土轴心受压构件强度承载力的试验研究[J].土木工程学报,2001,34(4):22-31.
[48] 韩林海,陶忠,闫维波.圆形截面钢管混凝土弯矩-曲率滞回性能[J].地震工程与工程振动,2000,3(3):31-36.
[49] 韩林海,陶忠.方钢管混凝土柱的延性系数[J].地震工程与工程振动,2000,20(4):56-65.
[50] 韩林海,贺军利,吴海江,等.圆形截面钢管混凝土柱耐火性能的试验研究[J].土木工程学报,2000,33(3):31-36.
[51] 韩林海,徐蕾.带保护层方钢管混凝土柱耐火极限的试验研究[J].土木工程学报,2000,33(6):69-75.
[52] HANLin-hai.Fireperformanceofconcretefilledsteeltubularbeam-columns[J].JournalofConstructionalSteelResearch,2001,57(6):697-711.
[53] HANLin-hai.Fireresistanceofconcretefilledsteeltubularcolumns[J].AdvancesinStructuralEngineering,1998,2(1):35-39.
[54] 韩林海,陶忠,刘威,等.长期荷载作用下方钢管混凝土轴心受压柱的变形特性[J].中国公路学报,2001,14(2):52-57.
[55] 韩林海,陶忠,刘威,等.长期荷载作用对方钢管混凝土柱承载力的影响[J].中国公路学报,2001,14(3):57-66.
[56] HANLin-hai,YANGHua,CHENShu-liang.Testsontheresidualstrengthofconcretefilledsteeltubesafterhightemperatures[A].Proceedingsofthefirstinternationalconferenceonsteel&compositestructures[C].Pusan,Korea,2001.1709-1716.
[57] 韩林海,杨有福,霍静思.钢管混凝土柱火灾后剩余承载力的试验研究[J].工程力学,2001(5).
[58] 王怀忠.宝钢工程60m长桩轴向承载力与沉降的共同规律[A].中国科协第三次青年学术年会论文集[C].北京:中国科学技术出版社,1998.450-453.
[59] 钟善桐.高层钢管混凝土结构[M].哈尔滨:黑龙江科学技术出版社,1999.
[60] 陈立祖.深圳赛格广场大厦钢管混凝土柱工程介绍[A].中国钢协钢-混凝土组合结构协会第六次年会论文集[C].哈尔滨:哈尔滨建筑大学学报,1997(5):14-16.
[61] 程宝坪.深圳赛格广场地下室全逆作法施工技术简介[J].哈尔滨建筑大学学报,1999(3):39-45.
[62] ForbesD .ThreetallbuildingsinsouthernChina[J].StructuralEngineeringInternational,1997,7(3):157-159.
[63] CouncilonTallBuildingsandUrbanHabitat.Structuralsystemfortallbuildings[M].NewYork:McGraw-Hill,1995.
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