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1、大跨度連續(xù)梁橋轉(zhuǎn)體施工力學(xué)特性分析AbstractInrecentyears,withthecontinuousgrowthofthenationaleconomyandtheincreasingofourinvestmentininfrastructureconstructionfield.ourcountry’Shigh—speedrailwayenterpriseisdevelopingrapidly.Sometimes,thesenewlinesunderconstructionneedacrosstheexist
2、ingbusylines.Atthistime,ifweadopttheroutineconstructionmethod,ItwillinevitablydisturbthetrafficorderSOthatthevehiclescannotpassfreely,andhashighrateofrisk.Inthiscase,whenthebridgeacrosstheexistingbusylines,theRotationconstructionmethodmakestheprojectquickandconstr
3、uctionsafeensuredexistingtransportationlineopen,playitsuniquerole,producedeconomyandsocialbeneficialresult,SOthattheRotationconstructionmethodhaveapplicationadvantagesandbrightfutureThisarticleconcerningonthelong—spancontinuousbeamRotationConstruction。discussingan
4、dresearchingabouttheMechaniccalproblemsaboutPanjinLong.span(80+128+80)ContinuousbeaminthePanjinYingkouSpecialPassengerRailway.Themainachievementsareobtainedasfollows:Firstly,accordingtothePanjinBridgecharacteristicandconstructionsequence,thisarticleanalysesthecons
5、tructionprocessbythefiniteelementsimulationcalculation.Keepthecontinuousbeam1inearunderthepreciseandreliablecontrol,thebeamrotationsuccessfullyandclosureprecisely,Bridgelinearwithintherangeofthepermissionofdesign.ThisresultdemonstratesthattheconstructionContr01iSa
6、ccurateandeffective.Secondly,ThearticleintroducestheAnalysismethodofunbalancedforceinBridgeconstructionadoptingrotaryconstructionmethod,F(xiàn)oranexample,takePanjinBridge,introducesthespherichingerotarymovementmethod、thestressestimatemethod,givescalculationmethodofunba
7、lancemoment,eccentricity,resistancemomentandfrictionfactors,concludedtheadvantagesanddisadvantagesofdifferentmethods,thespherichingerotarymovementmethodobtainmorereliablemechanicalparameters.Thesandbox—stressestimatemethodandtheunderspherichinge—stressestimatemeth
8、odcanquicklydeterminetheunbalancemomentoftherotating--bodyinanearlyphaseandinitiallydeterminingcounterweights.ThesemethodsCanbeusedinunbalancemomenttest