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
