EN 16286-1 2024.docx

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1、EuropeanstandardNormeeuropeenneEuropaischenormICS45.060.20EN16286-1October2024SupersedesEN16286-1:2013EnglishVersionRailwayapplications-Gangwaysystemsbetweenvehicles-Part1:MainapplicationsApplicationsferroviaires-Systemesd,intercirculationBahnanwendungen-Ubergangssystemezwischenentrevehicules-Partie

2、1:ApplicationsgeneralesFahrzeugen-Teil1:HauptanwendungenThisEuropeanStandardwasapprovedbyCENon2September2024.CENmembersareboundtocomplywiththeCEN/CENELECInternalRegulationswhichstipulatetheconditionsforgivingthisEuropeanStandardthestatusofanationalstandardwithoutanyalteration.Up-to-datelistsandbibli

3、ographicalreferencesconcerningsuchnationalstandardsmaybeobtainedonapplicationtotheCEN-CENELECManagementCentreortoanyCENmember.ThisEuropeanStandardexistsinthreeofficialversions(English,French,German).AversioninanyotherlanguagemadebytranslationundertheresponsibilityofaCENmemberintoitsownlanguageandnot

4、ifiedtotheCEN-CENELECManagementCentrehasthesamestatusastheofficialversions.CENmembersarethenationalstandardsbodiesofAustria,Belgium,Bulgaria,Croatia,Cyprus,CzechRepublic,Denmark,Estonia,Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lithuania,Luxembourg,Malta,Netherlands,Norway,P

5、oland,Portugal,RepublicofNorthMacedonia,Romania,Serbia,Slovakia,Slovenia,Spain,Sweden,Switzerland,TiirkiyeandUnitedKingdom.EUROPEANCOMMITTEEFORSTANDARDIZATIONCOMITEEUROPEENDENORMALISATIONEuropaischeskomiteefurnormungCEN-CENELECManagementCentre:RuedelaScience23,B-1040BrusselsRef.No.EN16286-1:2024E202

6、4CENAllrightsofexploitationinanyformandbyanymeansreservedworldwideforCENnationalMembers.ContentsPageEuropeanforeword4Introduction61 Scope72 Normativereferences73 Termsanddefinitions83.1 Generaldefinition83.2 nominalgeometricdimensions83.3 relativemovementsofthevehicles113.4 vehicleconnectiontypes143

7、5 Gangwaysystem153.6 Typicalpartsofagangwaysystem153.7 typesofgangwaysystems164 Abbreviatedterms175 General175.1 Descriptionofthesystem175.2 Environmentalresistance176 Vehiclebodycoordinatesystem177 Technicalrequirements187.1 General187.2 Mass187.3 Geometry187.3.1 Outergangwaydimensions187.3.2 Clea

8、rway187.3.3 Clearwayforwheelchairs197.3.4 Length207.3.5 Stepsandramps217.4 Relativemovements227.5 Loadrequirements237.5.1 Verticalloadappliedtofloorsystem237.5.2 Dynamicloadsongangwaysystemandfixation237.5.3 Horizontalload237.5.4 Aerodynamicloads247.5.5 Pressuretightness247.6 Watertightness247.7 Cra

9、shbehaviour247.8 Earthing247.9 Vandalism247.10 Fireprotection247.11 Acousticrequirements247.12 Thermalinsulation257.13 Lifetime257.14 Handrails257.15 Otherrequirements258 Interfaceswiththevehicle258.1 General258.2 Mechanicalinterfaces258.3 Adjoiningcomponents278.3.1 General278.3.2 Inter-vehicleconne

10、ctions278.3.3 Gangwaydoorsandseparatingelements288.3.4 Tailandheadlights289 Testing289.1 Massmeasurement289.2 Movementtest289.3 Wheelchairandservicetrolleytest349.4 Pressuretightnesstest349.5 Watertightnesstest359.6 Acousticmeasurements359.7 Endurancetest3510 Maintenance3610.1 General3610.2 Installa

11、tion3610.3 Operationalhandling3610.4 Cleaningofagangway3610.5 Removalofgraffiti3610.6 Repairinstructions36Annex A (informative)Rubbertubegangways37A.1General37A.2Constructionrequirements37Annex B (informative)Interconnectinggangwaysforcoachestravellingatspeedsofupto200km/honhigh-speedlineswithtunnel

12、sections42Annex C (informative)Endurancetestparametersandtestcriteria43C.lGeneral43C.2Pass/failcriteria44AnnexZA(informative)RelationshipbetweenthisEuropeanStandardandtheEssentialrequirementsofDirective(EU)2016/797aimedtobecovered46Bibliography48EuropeanforewordThisdocument(EN16286-1:2024)hasbeenpre

13、paredbyTechnicalCommitteeCEN/TC256nRailwayapplications11,thesecretariatofwhichisheldbyDIN.ThisEuropeanStandardshallbegiventhestatusofanationalstandard,eitherbypublicationofanidenticaltextorbyendorsement,atthelatestbyApril2025,andconflictingnationalstandardsshallbewithdrawnatthelatestbyApril2025.Atte

14、ntionisdrawntothepossibilitythatsomeoftheelementsofthisdocumentmaybethesubjectofpatentrights.CENshallnotbeheldresponsibleforidentifyinganyorallsuchpatentrights.ThisdocumentsupersedesEN16286-1:2013.EN16286-1:2024includesthefollowingsignificanttechnicalchangeswithrespecttoEN16286-1:2013: Scopehasbeenm

15、odifiedandadoptedtocurrentwordingofEN17343; Normativereferenceshavebeenupdated; Termsanddefinitionshavebeenrevised; 7.3.1nOutergangwaydimensions11hasbeenrevised; 7.3.2Clearwayhasbeenrevised; 7.3.3nClearwayforwheelchairs,1hasbeenrevised; 7.3.5,Stepsandrampshasbeenrevised; 7.4/Relativemovementsnhasbee

16、nrevised; 7.5.1/Verticalloadappliedtofloorsystem11hasbeenrevised; 7,5.4,Aerodynamicloads“hasbeenrevised; New7.14Handrailshasbeenadded; 7.15nOtherrequirements1(former7.9)hasbeenrevised; 8.2nMechanicalinterfaces1hasbeenrevised; 9.2(Movementtesthasbeenrevised; 9.3nWheelchairandservicetrolleytesthasbeen

17、revised; 9.4/Pressuretightnesstesthasbeenrevised; 9.5Watertightness11hasbeenrevised;一New9.7,Endurancetesthasbeenadded; 10.4Cleaningofagangway1hasbeenrevised;一New10.6nRepairinstructions11hasbeenadded; AnnexAhasbeenandchangedto“infoITOatiVe; NewinformativeAnnexCnEndurancetestparametersandtestcriteria1

18、1hasbeenadded; UpdateofAnnexZA.ThisseriesofEuropeanStandardsEN16286,RailwayapplicationsGangwaysystemsbetweenvehicles,consistsofthefollowingparts:一Part1:Mainapplications一Part2:AcousticmeasurementsThisdocumenthasbeenpreparedunderastandardizationrequestaddressedtoCENbytheEuropeanCommission.TheStandingC

19、ommitteeoftheEFTAStatessubsequentlyapprovestheserequestsforitsMemberStates.FortherelationshipwithEULegislation,seeinformativeAnnexZA,whichisanintegralpartofthisdocument.Anyfeedbackandquestionsonthisdocumentshouldbedirectedtotheusers,nationalstandardsbody.AcompletelistingofthesebodiescanbefoundontheC

20、ENwebsite.AccordingtotheCEN-CENELECInternalRegulations,thenationalstandardsorganisationsofthefollowingcountriesareboundtoimplementthisEuropeanStandard:Austria,Belgium,Bulgaria,Croatia,Cyprus,CzechRepublic,Denmark,Estonia,Finland,France,Germany,Greece,Hungary,Iceland,Ireland,Italy,Latvia,Lithuania,Lu

21、xembourg,Malta,Netherlands,Norway,Poland,Portugal,RepublicofNorthMacedonia,Romania,Serbia,Slovakia,Slovenia,Spain,Sweden,Switzerland,TiirkiyeandtheUnitedKingdom.IntroductionTherailwaysystemrequirestechnicalrulesfortrainconceptswithflexibleconnectionswhichallowpassagefromonevehicletothenextvehicle(or

22、betweenvehiclemodules).Thisdocumentdescribesmainrequirementsforthedesignandvalidationofgangwaysystems.Therequirementssetoutinthisdocumentarebasedonlong-termexistingpracticesandproceduresdevelopedandcurrentlyinusebyrailwayundertakingsandindustry.Theapplicationofthesesystemshaschangedovertheyears.Form

23、anyyearsthemajorityofgangwaysystemsconsistedofrubbertubespressedtogetherwhencoacheswerecoupled.ThissolutionwasstandardizedinUICleaflet561:1991withtheaimtoreconfiguretrainsets.InformationaboutthemainrequirementsofthisleaflethasbeenincorporatedinthisdocumentasAnnexA.TheaimofEN16286-1istocoverproject-s

24、pecificsolutions,whichhavebeendevelopedforeachtrainset;forexample,formultipleunits,metrovehiclesortramvehicles.1 ScopeThisdocumentspecifiesthetechnicalandsafetyrequirementsapplicabletogangwaysystemsusedinheavyrailandurbanrailvehiclesthataredesignedtoallowpassengersorstafftomovebetweenadjacentvehicle

25、s.Italsospecifies therequirementsforthesafetyforpassengersand/orstaffinthegangwaywhilethetrainisrunning, theassessmentmethodsaswellaspass/failcriteriaforgangwaysinstalledonvehicles.NOTESomerequirementsinthisdocumentmaynotbeapplicableforgangwaysdesignedforusebystaffonly.Thisdocumentisnotintendedtospe

26、cifyrequirementsforarticulationsystemswhichcanbeanintegralpartofgangwaysystems.Thisdocumentisnotapplicableforrubbertubegangwaysandinterconnectinggangwaysforcoachestravellingatspeedsofupto200km/honhigh-speedlineswithtunnelsections.InformationaboutthesetypesofgangwaysystemsaregiveninAnnexAandAnnexB.2

27、NormativereferencesThefollowingdocumentsarereferredtointhetextinsuchawaythatsomeoralloftheircontentconstitutesrequirementsofthisdocument.Fordatedreferences,onlytheeditioncitedapplies.Forundatedreferences,thelatesteditionofthereferenceddocument(includinganyamendments)applies.EN12663-l:2010+A2:2023,Ra

28、ilwayapplications-Structuralrequirementsofrailwayvehiclebodies-Part1:Locomotivesandpassengerrollingstock(andalternativemethodforfreightwagons)EN14067-5:2021,Railwayapplications-Aerodynamics-Part5:RequirementsandassessmentproceduresforaerodynamicsintunnelsEN15663:2017+Al:2018,Railwayapplications-Vehi

29、clereferencemassesEN16286-2:2023,Railwayapplications-Gangwaysystemsbetweenvehicles-Part2:AcousticmeasurementsEN16585-3:2017,Railwayapplications-DesignforPRMuse-Equipmentandcomponentsonboardrollingstock-Part3:ClearwaysandinternaldoorsEN45545-1:2013,Railwayapplications-Fireprotectiononrailwayvehicles-

30、Parti:GeneralEN45545-2:2020+Al:2023,Railwayapplications-Fireprotectiononrailwayvehicles-Part2:RequirementsforfirebehaviourofmaterialsandcomponentsEN45545-3:2013,Railwayapplications-Fireprotectiononrailwayvehicles-Part3:FireresistancerequirementsforfirebarriersEN45545-4:2013,Railwayapplications-Firep

31、rotectiononrailwayvehicles-Part4:FiresafetyrequirementsforrollingstockdesignEN50125-1:2014,Railwayapplications-Environmentalconditionsforequipment-Part1:Rollingstockandon-boardequipmentENISO6946:2017,Buildingcomponentsandbuildingelements-Thermalresistanceandthermaltransmittance-Calculationmethods(IS

32、O6946:2017,Correctedversion2021-12)3 TermsanddefinitionsForthepurposesofthisdocument,thefollowingtermsanddefinitionsapply.ISOandIECmaintainterminologicaldatabasesforuseinstandardizationatthefollowingaddresses: IECElectropedia:availableathttps:WWW.electropedia.org/ ISOOnlinebrowsingplatform:available

33、athttps:WWW.iso.org/obp3.1 Generaldefinition3.1.1nominalpositiongangwaypositiononstraightleveltrackwhereallrelativemovementsofthevehiclesarezeroNote1toentry:See7.4forrelativemovements.3.2 nominalgeometricdimensionsNOTENominaldimensionsaredefinedonstraightleveltrack,vehiclesuspensioninnominalconditio

34、n,andmassofthevehicleintheasbuiltcondition(deadmass),asdefinedinEN15663.3.2.1lengthdistancebetweenthevehicle-connectionsurfacesofagangwaywiththecouplerorarticulationatthenominalposition3.2.2widthdistancebetweenlateralinnerfaceofthegangwayNote1toentry:Thewidthisoftenmeasuredatshoulderheight.Note2toen

35、try:SeeFigure1.3.2.3horizontalclearwayunobstructeddistancebetweenlateralinnerfacesofthegangwayatfloorlevelNote1toentry:SeeFigure1.Note2toentry:Thehorizontalclearwaymaybereducedabovethefloorlevelprovideditmaintainstheminimumdimensionsin7.3.2.3.2.4verticalclearwayunobstructeddistancebetweengangwayfloo

36、rlevelandtheinteriorceilingorpanelofthegangwayNote1toentry:SeeFigure1.3.2.5outergangwaywidthmaximumoverallouterwidthofthegangwayNote1toentry:SeeFigure1.3.2.6outergangwayheightoverallouterheightofthegangwayNote1toentry:SeeFigure1.3.2.7gangwayfloorheightdistancebetweenfloorlevelofthegangwayandtopofthe

37、railNote1toentry:SeeFigure1.3.2.8referencepointintersectionoffloorlevelwithvehiclecentreplaneatthevehicleendKeyhorizontalclearway6outergangwayheightwidth7gangwayfloorheightverticalclearway8topoftherailskirts,innerpanel,etc.9vehiclecentreplaneoutergangwaywidth10referencepointFigure1Gangway-designexam

38、ple3.3 relativemovementsofthevehiclesNOTERealrelativemovementsofthevehiclestypicallyconsistofanycombinationofthemovementsdefinedin3.3.1to3.3.7.3.3.1longitudinaldisplacementxdeflectionofthelengthofthegangwayinlongitudinaldirectionontrackNote1toentry:Longitudinaldisplacementistheextensionorcompression

39、ofthenominallength,seeFigure2.Note2toentry:Longitudinaldisplacementisgenerated,forexample,bybuffanddrawoftheconnectedcouplingsystem.Key1 nominallength2 compressedlength3 extendedlengthXblongitudinaldisplacement(buff)Xdlongitudinaldisplacement(draw)Figure2Longitudinaldisplacement3.3.2verticaldisplace

40、mentzverticaldistancebetweenreferencepointofvehicle1andreferencepointofvehicle2Note1toentry:SeeFigure3.Key1 vehicle12 vehicle23 referencepointszverticaldisplacementFigure3Verticaldisplacement3.3.3lateraldisplacementylateraldistancebetweenreferencepointofvehicle1andreferencepointofvehicle2Note1toentr

41、y:SeeFigure4.132Key1 vehicle12 vehicle23 referencepointsylateraldisplacementFigure4Lateraldisplacement3.3.4yawangleazanglebetweenthevehicleendsmeasuredaroundz-axis12Key1 vehicle12 vehicle2OuLyawangleFigure5Yawangle3.3.5pitchangleOCynegativeorpositiveanglebetweenvehicleends,measuredaroundthey-axisNot

42、e1toentry:SeeFigure6.12a)negativeangle(concave)Key1 vehicle12 vehicle2aypitchangleFigure6-，/麦/表b)positiveangle(convex)-PitchangleNote1toentry:SeeFigure53.3.6rollanglearotationaroundthelongitudinalx-axis(rollcentre)thatdefinestheanglebetweenvehiclecentreplane1(vehicle1)andvehiclecentreplane2(vehicle2

43、)Note1toentry:SeeFigure7.3.3.7rollcentreheighthverticaldistancefromtopofrailtotherollcentreNote1toentry:SeeFigure7.KeyhrollcentreheightarollangleFigure7Rollangle3.4 vehicleconnectiontypes3.4.1vehicleconnectionbycouplingsystemtypeofvehicleconnectioninwhichtherelativemovementsoftheconnectedvehiclesare

44、influencedbytwoormorepivotpoints3.4.2vehicleconnectionbyarticulationtypeofvehicleconnectioninwhichtherelativemovementsoftheconnectedvehiclesareinfluencedbyonlyonepivotpoint3.5 Gangwaysystem3.5.1gangwaysystemflexibleassemblybetweenadjacentrailvehiclesorvehiclesegmentsdesignedtoallowtransitfromonevehi

45、cletoanotherNote1toentry:Suchgangwaysystemsareoftensimplycalledgangway.Note2toentry:Inthisdocumenttheterm“vehicleisusedforrailvehicleandrailvehiclesegmentasdefinedinEN17343:2023.SOURCE:EN17343:2023,3.1.852,modified-11rai,deletedinthesecondoccurrence,Note1toentryandNote2toentryadded.3.6 Typicalpartso

46、fagangwaysystem3.6.1bellowsarticulatingenvironmentalenvelopesurroundingthepassagewaywhichistypicallycomprisedofbellowsfabricandbellowsframesNote1toentry:Thiscanalsodescribetheflexibleelementsofarubbertubegangway.3.6.1.1bellowsfabricflexiblematerialwhichenablesthemovementsofthebellowsandwhichprovidesprotectionagainstexternalenvironmentalconditionsNote1toentry:Typicallymadebyalaminatewhichcomprisesfabricandelastomerlayers.3.6.1.2bellowsframeintermediatemechanicalstructurewhichprovidesstabilityinshapeandwhichisconnectedtothebellowsfabricNote1toentry:Thisisalsoc