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4112201312CHEMICALENGINEERINGCHINAVol.41No.12Dec.20132013-06-051965—02227408728E-mailwtan@tju.edu.cnE-mailj_517@163.com。300072。0.02—0.1。。VA-11。。TB535A1005-9954201312-0016-04DOI10.3969/j.issn.1005-9954.2013.12.005ApplicationofspringdamperinantivibrationofcolumnsTANWeiJIAZhan-binNIEQing-deSchoolofChemicalEngineeringandTechnologyTianjinUniversityTianjin300072ChinaAbstractAspringdampersuitableforcolumnsinchemicalindustrywasdesignedbasedondynamicvibrationabsorber.ThroughthetheoryanalysisandthepracticalapplicationofturnedmassdampersTMDinconstructionindustrythemassratioofthedamperwasdeterminedfrom0.02to0.1.Anexperimentalmodelwasbuiltandthestiffnessformulaofasinglespringwasderived.Thesizeandparametersofspringinthedamperswerecalculatedbasedontheformula.AVA-11vibrationanalyzerwasusedtomeasureandrecordthedataintheexperiment.Pickingupthevibrationsignalsfromthecolumnmodelduetofreevibrationthedampingratioofthesystemwascalculatedasthereferencestandardthusinvestigatingtheinfluenceofdifferentdampersindifferentinstallationpositionsofcolumnmodeonthedampereffect.Keywordscolumnsantivibrationdamperdampingratiomassratio、、1。、。2-3。。。341。。2。。35。。137.5m1120.3%240m23.1%6。2。11.1。、“”。。1。m1k1Pjsinωjt、m2k2c2、。c2=0“”c2≠0“”。1Fig.1Principleofcoordinatequalitydamper。c2=0m1m2A1A2A1=δα2-λ2α2-λ21-λ2-α2λ2μA2=δα2α2-λ21-λ2-α2λ2}μ1αλμδα=ω1ω2λ=ωjω1μ=m1m2δ=Pjk1ω1ω2ω1=k1m槡1ω2=k2m槡2。1α=λA10。α=λω2=ωj。ω1=ω2=ωj。ωj。μ≤0.1μ=0.02。1.2。82。。2Fig.2Simplestructureofspringdamper。。。。k=Gd48ND32G。·71·kθ=Ed432ND11+E2()G3NDdE。k=∑ni=1ki4。22.1。1/45。7。JB/T4710《》3、1629mm57mm3.5mm。D=3mmd=0.2mm。。k2=m2f24.81μ()+1255。1/50—1/1051/501/401/301/201/10。1/10H1/3H1/2H。1。13。1Table1Parametersofspringdamperindifferentmassratios/kg/N·m-11/500.15571/400.19641/300.25831/200.371171/100.752193Fig.3Modelofdamperandeffectofinstallation2.2JB/T4710《》。。VA-11。xinxi+n2δn=lnxixi+n6ξ=δnδ2n+4π2n槡2633.144a4·81·20134112b1/109/103。4Fig.4Attenuationdisplacementattopofcolumn。0.01。。3.21。5。5Fig.5Dampingratioofdifferentdamperinstalledindifferentposition51/2H2.5。。2/3H1/2H3.5。9/10H36。3.3。。1/2H1/50—1/20。1/10。2/3H1/501/401/301/2021/50—1/401/30—1/202。2。9/10H1/501/2H。。41。2。39/10H1/2H。4。51/101/2H1/302/3H。6【34】·91·102108115kW/m2。533%、。5Fig.5Influenceofheatfluxofheatingsteamonheattransfer4133%。233%。333%。1.J.201162S246-51.2RITTIDECHSSRIMUANGW.Correlationtopredictheat-transferperformanceofaverticalflatthermosy-phonVFTatnormaloperatingconditionsJ.Inter-nationalJournalofHeatandMassTransfer20105325/265984-5987.3PARAMETTHANUWATTRITTIDECHSPATTIYAA.Acorrelationtopredictheat-transferratesofatwo-phaseclosedthermosyphonTPCTusingsilvernanofluidatnormaloperatingconditionsJ.InternationalJournalofHeatandMassTransfer20105321/224960-4965.4AMATACHAYAPSRIMUANGW.Comparativeheattransferperformanceofaflattwo-phaseclosedthermo-syphonFTPCTandaconventionaltwo-phaseclosedthermosyphonCTPCTJ.InternationalCommuni-cationsinHeatandMassTransfer2010373293-298.5.J.2012312292-295.6.J.201229619-23.7.200910102074.5P.2010-01-27.8.J.201211183-88.9.J.2008296櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆櫆1028-1030.【19】1/10。1.M.1991.2.、、J.20093065-8.3.J.19996330-332.4.J.20043121-24.5FISCHERO.Wind-excitedvibrations—Solutionbypas-sivedynamicvibrationabsorbersofdifferenttypesJ.JournalofWindEngineeringandIndustrialAerodyna-mics2007959/10/111028-1039.6.TMDJ.200019288.7.J.20051187-91.·43·20134112
本文标题:弹簧阻尼器在塔器防振中的应用-谭蔚
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