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29120133WORLDEARTHQUAKEENGINEERINGVol.29No.1Mar.20132012-08-212012-12-16512781641978-、.E-mailheuu2010@163.com1007-6069201301-0038-1112121.0630092.063009。、、。。。TU375APrefabricatedconcreteshearwallstructureanditsconnectingtechnologyCHENJianwei12SUYoupo121.CollegeofCivilandArchitecturalEngineeringHebeiUnitedUniversityTangshan063009China2.EarthquakeEngineeringResearchCenterofHebeiProvinceTangshan063009ChinaAbstractIntherecentyearsmoreandmoreresearchershavepaidattentiontothestudyofprefabricatedshearwallstructureanditsapplicationthestructureisdevelopedbasedontherequirementofbuildingenergysavingandhousingindustrialization.Thedevelopmentofprefabricatedwallpanelstructurewasintroducedfirstlythecompo-nentnodehorizontaljointverticaljointandintegrativeperformanceresearchesonprefabricatedshearwallstruc-turewerereviewedthefindingsonresearchesofprefabricatedshearwallstructureathomeandabroadweresum-marized.Theseismicbehaviorjointsdesignandrebarconnectingtechnologywerealsoinducedandanalyzedsys-tematically.Theprogressinengineeringapplicationandstandardizationofprefabricatedshearwallstructurearein-troduced.Theproblemsaboutresearchandapplicationofprefabricatedshearwallstructurewerepointedoutandtheresearchorientationoffutureprefabricatedshearwallstructureandseveralproblemswhichneedtobesolvedur-gentlywereputforward.Keywordsshearwallprefabricatedjointconnectionhousingindustrialization、、、。、、、1。10。2012927、、、、、、2。。、、、、、。。、。1。。、、、。1、、、、16~261034。195。、、2060。20603~56。、、。。80%35%35%~40%50%。2050、。2080、、。21。、、、、。4#、5#14D1/D81。9311Fig.1Constructionofprefabricatedconcreteshearwallstructure、、、。22.1Pekau7。6。1.42.04。Mochizuki8。、。731/8、。、。Pekau912。。60%。Harry10、、。3/3235。、。3.6。。。Oliva1132。-、。3。Nazzal12。0429。。2Fig.2Elevationofubbondedpost-tensionedprecastconcretewall2.2Yahya131。。。。Pekau14。123。。Khaled15-175。RWRSRSURSRSKRS5RT。、、、、。RSURSKRSK、RTRSK1/100。Chakrabarti1829。shearfrictionhypothesis-。。、、、、。、、。Bhatt19Newmark'sincompleteinteractiontheory。、。Hashim20、。-7313。Vu=0.0442k·fcu+0.4901As·fyη0.0511Vu=Ak·fcu0.17-0.7ηk0.7η槡kη0.0512Vu=0.0144A·fcu+0.433As·fy+Nη0.01663141Vu=A·fcu0.05-0.75η0.75槡ηηk0.01664VuAkfcuAsfyηk=As·fy/Ak·fcuANη=As·fy/A·fcu。。Hashim2112、、ACIBS8110。33.1221/5101/614ElCentro。。233、12339。。PKPM。、。ElCentroS-N。。、《》。241/23。、、、、、。258。、、、。。。2641/2。2733、。2861/4。。24293.229-303152.2532.32。、、。32-33。。。34927。。353。、、。。3663、、。、、。3753。。3Fig.3Specimensofprecastconcreteshearwallwithdifferentmodesofreinforcement。383、。、、。393T、、。、、、。、。3414。、。、3。4.1。1970YeeNMB4。38AlaMoana。4NMBFig.4SleeveconnectionofNMBY125%U420MPa600MPa6%40。5Fig.5Moderngroutingconnectionofsleeve19721986X。415。-、。29D-16。。4.2。236a81、108。、、。4212mm、16mm、20mm123。。434、。。44296b。6Fig.6Thegroutinganchoringoverlap-jointofsteelbar4.37ERICOFig.7TherebarssplicingdevelopedbyERICOcompany。6460%。2080、、———《》JGJ107-201044。ERICO7。5ACI318-0816、PCI《PrecastPrestressedConcreteDesignHandbook》。。、、1045。、1991《》JGJ1-912009《》2010《》2010《》2010《》。《》JGJ107-20102011、《》、《》。61541。2、、、、、“”“”。3、、、、。4、、。“”、、“”。1.J.2010928-32.HUANGXiaokunTIANChunyu.ResearchprogressofprefabricatedconcretestructureJ.housingindustry2010928-32.2、.J.20123441-11.CHENZikangZHOUYunZHANGJichaoetal.RetroversionandforecastresearchandapplicationofprecastconcretestructureJEarth-quakeResistantEngineeringandRetrofitting20123441-11.3NedM.Cleland.DesignforlateralforceresistancewithprecastconcreteshearwallsJ.PCIJournal1997544-64.4.J.2002321257-60.XUEWeichenWANGDongfang.ProgressofprecastconcreteslabandwallsystemsJ.Industrialconstruction2002321257-60.5.J.2004105131-133.YANWeiCAOYonghongLIGuorong.Developmentofassembly-typeRCstructureandbuildingindustrializationJ.JournalofChongqingArchitectureUniversity2004105131-133.6.D.2009.WANGXiaodong.FabricatedlargepanelstructureanalysisofseismicperformanceD.HarbinInstituteofEngineeringMechanicsChinaearth-quakeadminstration2009.7PekauOAZielinskiZALeeAWKetal.DynamiceffectsofpanelfailureinprecastconcreteshearwallsJ.ACIStructuralJournal1988853277-285.8MochizukiS.ExperimentonslipstrengthofhorizontaljointofprecastconcretemultistoryshearwallsJ.Elevenworldconferenceonearthquakeengineering19961941-8.9PekauOA.InfluenceofverticaljointsontheearthquakeresponseofprecastpanelwallsJ.BuildingandEnvironment1981162153-162.10HarryG.HarrisGeorgeJau-jyhWang.StaticanddynamictestingofmodelprecastconcreteshearwallsoflargepanelbuildingsJ.SpecialPublication19823205-237.11OlivaMGCloughRWVekovMetal.Correlationofanalyticalandexperimentalresponsesoflarge-panelprecastbuildingsystemsR.UCB/EERC-83/201988.12NazzalS.Armouti.EffectofaxialloadonhystereticbehaviorofprecastbearingshearwallsJ.Theinternationalearthquakeengineeringconfer-enceDeadsea20051-9.13YahyaKuramaRichardSauseStephenPessikietal.LateralLoadBehaviorandSeismicDesignofUnbondedPost-TensionedPrecastConcreteWallsJ.ACIStructuralJournal1999964622-633.14PekauOAYuzhuCui.ProgressivecollapsesimulationofprecastpanelshearwallsduringearthquakesJ.ComputersandStructures2006845-6400-412.15KhaledA.SoudkiSamiH.Rizkalla.Horizontalconnectionforprecastconcreteshearwallssubjectedtocyclicdeformationspart1mildsteelconnectionsJ.PCIJou
本文标题:预制装配式剪力墙结构及其连接技术
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