EN 13674-1:2011+A1:2017
(Main)Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above
Railway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above
This European Standard specifies Vignole railway rails of 46 kg/m and greater linear mass, for conventional and high speed railway track usage.
Nine pearlitic steel grades are specified covering a hardness range of 200 HBW to 440 HBW and include non heat treated non alloy steels, non heat treated alloy steels, and heat treated non alloy steels and heat treated alloy steels .
There are 23 rail profiles specified in this standard.
Two classes of rail straightness are specified, differing in requirements for straightness, surface flatness and crown profile. Two classes of profile tolerances are specified.
Bahnanwendungen - Oberbau - Schienen - Teil 1: Vignolschienen ab 46 kg/m
Diese Europäische Norm enthält Festlegungen für Vignolschienen mit einer längenbezogenen Masse ab 46 kg/m für konventionelle und Hochgeschwindigkeitsstrecken im Eisenbahnwesen.
Neun perlitische Stahlsorten in einem Härtebereich zwischen 200 HBW und 440 HBW sind festgelegt. Die Schienen sind entweder nicht wärmebehandelt und bestehen aus unlegiertem Stahl bzw. legiertem Stahl oder sind wärmebehandelt und bestehen aus unlegiertem Stahl bzw. legiertem Stahl.
In dieser Norm sind 23 Schienenprofile festgelegt.
Zwei Geradheitsklassen sind festgelegt, die sich hinsichtlich der Anforderungen an die Geradheit, die Fahrflächenebenheit und das Kopfprofil unterscheiden. Für die Profiltoleranzen sind zwei Klassen festgelegt.
Applications ferroviaires - Voie - Rails - Partie 1 : Rails Vignole de masse supérieure ou égale à 46 kg/m
La présente partie de la Norme européenne spécifie les rails ferroviaires Vignole symétriques de masse linéaire supérieure ou égale à 46 kg/m, destinés à l’usage des voies classiques et à grande vitesse.
Neuf nuances d'acier perlitique sont spécifiées représentant une fourchette de dureté comprise entre 200 HBW et 440 HBW et incluant les aciers non traités thermiquement non alliés, les aciers alliés non traités thermiquement, les aciers traités thermiquement non alliés et les aciers traités thermiquement alliés.
23 profils de rail sont spécifiés dans la présente norme.
Deux classes de rectitudes des rails sont spécifiées, différenciées par les exigences de rectitude, la planéité de la surface et le bombé du champignon. Deux classes de tolérances de profils sont également spécifiées.
Železniške naprave - Zgornji ustroj - Tirnica - 1. del: Vignolove tirnice z maso 46 kg/m in več
Ta evropski standard določa Vignolove tirnice z maso 46 kg/m in večjo linearno maso za običajno in visokohitrostno uporabo tirnic.
Določenih je devet perlitnih razredov jekla z razponom trdote 200–440 HBW, ki vključujejo nelegirana jekla, ki niso toplotno obdelana, legirana jekla, ki niso toplotno obdelana, toplotno obdelana nelegirana jekla in toplotno obdelana legirana jekla.
Ta standard določa 23 profilov tirnic.
Določena sta dva razreda ravnosti tirnic, ki se razlikujeta glede zahtev za ravnost, ploskost površine in kronski profil. Določena sta dva razreda odstopanja profilov.
General Information
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Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bahnanwendungen - Oberbau - Schienen - Teil 1: Vignolschienen ab 46 kg/mApplications ferroviaires - Voie - Rails - Partie 1 : Rails Vignole de masse supérieure ou égale à 46 kg/mRailway applications - Track - Rail - Part 1: Vignole railway rails 46 kg/m and above45.080Rails and railway componentsICS:Ta slovenski standard je istoveten z:EN 13674-1:2011+A1:2017SIST EN 13674-1:2011+A1:2017en,fr,de01-julij-2017SIST EN 13674-1:2011+A1:2017SLOVENSKI
STANDARD
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13674-1:2011+A1
May
t r s y ICS
{ uä s r r Supersedes EN
s u x y væ sã t r s sEnglish Version
Railway applications æ Track æ Rail æ Part
sã Vignole railway Applications ferroviaires æ Voie æ Rails æ Partie
s ã Rails
Bahnanwendungen æ Oberbau æ Schienen æ Teil
sã This European Standard was approved by CEN on
s r December
t r s r and includes Amendment
s approved by CEN on
t w December
t r s xä
egulations which stipulate the conditions for giving this European Standard the status of a national standard without any alterationä Upætoædate lists and bibliographical references concerning such national standards may be obtained on application to the CENæCENELEC Management Centre or to any CEN memberä
translation under the responsibility of a CEN member into its own language and notified to the CENæCENELEC Management Centre has the same status as the official versionsä
CEN members are the national standards bodies of Austriaá Belgiumá Bulgariaá Croatiaá Cyprusá Czech Republicá Denmarká Estoniaá Finlandá Former Yugoslav Republic of Macedoniaá Franceá Germanyá Greeceá Hungaryá Icelandá Irelandá Italyá Latviaá Lithuaniaá Luxembourgá Maltaá Netherlandsá Norwayá Polandá Portugalá Romaniaá Serbiaá Slovakiaá Sloveniaá Spainá Swedená Switzerlandá Turkey and United Kingdomä
EUROPEAN COMMITTEE FOR STANDARDIZATION COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
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t r s y CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u x y væ sã t r s s ªA sã t r s y ESIST EN 13674-1:2011+A1:2017
Rail profiles . 49 Annex B (normative)
Standard test method for the determination of the plane strain fracture toughness (KIc) of rails . 76 B.1 Test methods . 76 B.2 Test pieces . 76 B.3 Number of tests . 76 B.4 Test conditions) . 76 B.5 Analysis of test data . 77 B.6 Reporting of results . 77 Annex C (normative)
Method for the determination of rail foot surface longitudinal residual stresses . 82 C.1 Procedure . 82 C.2 Strain gauges and their location . 82 Annex D (normative)
Limiting sulfur prints . 85 Annex E (normative)
Profile and drilling gauges . 99 Annex F (normative)
!Microscopic examination of rail steels using standard diagrams to assess the content of non-metallic inclusions" . 113 F.1 General .
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