prEN 13674-1
(Main)Railway applications - Rail - Part 1: Vignole railway rails 46 kg/m and above
Railway applications - Rail - Part 1: Vignole railway rails 46 kg/m and above
This document specifies Vignole railway rails of 46 kg/m and greater linear mass, for conventional and high speed railway track usage.
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 24 rail profiles specified in this document.
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 - Schienen - Teil 1: Vignolschienen ab 46 kg/m
Dieses Dokument enthält Festlegungen für Vignolschienen mit einer längenbezogenen Masse ab 46 kg/m für konventionelle und Hochgeschwindigkeitsstrecken im Eisenbahnwesen.
Es sind perlitische Stahlsorten in einem Härtebereich zwischen 200 HBW und 440 HBW 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 24 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 - Rails - Partie 1 : Vignole de masse supérieure ou égale à 46 kg/m
Le présent document caractérise 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.
Les nuances d'acier perlitique spécifiées sont dans une fourchette de dureté comprise entre 200 HBW et 440 HBW et incluent 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.
24 profils de rail sont spécifiés dans le présent document.
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 - Tirnica - 1. del: Vignolove tirnice z maso 46 kg/m in več
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
01-maj-2023
Nadomešča:
SIST EN 13674-1:2011+A1:2017
Železniške naprave - Tirnica - 1. del: Vignolove tirnice z maso 46 kg/m in več
Railway applications - Rail - Part 1: Vignole railway rails 46 kg/m and above
Bahnanwendungen - Schienen - Teil 1: Vignolschienen ab 46 kg/m
Applications ferroviaires - Rails - Partie 1 : Vignole de masse supérieure ou égale à 46
kg/m
Ta slovenski standard je istoveten z: prEN 13674-1
ICS:
45.080 Tračnice in železniški deli Rails and railway
components
93.100 Gradnja železnic Construction of railways
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
DRAFT
EUROPEAN STANDARD
NORME EUROPÉENNE
EUROPÄISCHE NORM
March 2023
ICS 93.100 Will supersede EN 13674-1:2011+A1:2017
English Version
Railway applications - Rail - Part 1: Vignole railway rails
46 kg/m and above
Applications ferroviaires - Rails - Partie 1 : Rails Bahnanwendungen - Schienen - Teil 1: Vignolschienen
Vignole de masse supérieure ou égale à 46 kg/m ab 46 kg/m
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 256.
If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN in three official versions (English, French, German). A version in any other
language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC
Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye and
United Kingdom.
Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2023 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 13674-1:2023 E
worldwide for CEN national Members.
Contents Page
European foreword . 5
Introduction . 6
1 Scope . 7
2 Normative references . 7
3 Terms and definitions . 7
4 Information to be supplied by the purchaser . 9
5 Steel grades . 9
6 Profile drawings/properties/mass . 10
7 Manufacture . 11
7.1 Product integrity . 11
7.2 Blooms . 11
7.3 Rails . 11
7.4 Identification . 11
7.4.1 Branding . 11
7.4.2 Hot stamping . 12
7.4.3 Cold stamping . 13
7.4.4 Other identification . 13
8 Qualifying tests . 13
8.1 Procedure. 13
8.2 Fracture toughness (K ) . 13
Ic
8.2.1 Test pieces and test methods . 13
8.2.2 Qualifying criteria . 13
8.3 Fatigue crack growth rate . 14
8.3.1 Test method . 14
8.3.2 Test pieces . 14
8.3.3 Number of tests and test conditions . 14
8.3.4 Qualifying criteria . 14
8.4 Fatigue test . 15
8.4.1 Test method . 15
8.4.2 Test pieces . 15
8.4.3 Number of tests and test conditions . 15
8.4.4 Qualifying criteria . 15
8.5 Residual stress in rail foot . 15
8.5.1 Test method . 15
8.5.2 Test pieces . 15
8.5.3 Measurements . 15
8.5.4 Qualifying criteria . 15
8.6 Treated rails . 16
8.7 Segregation . 16
8.8 Other qualifying requirements . 16
9 Acceptance tests . 16
9.1 Laboratory tests . 16
9.1.1 General . 16
9.1.2 Sampling and preparation of samples and test pieces . 16
9.1.3 Chemical composition . 16
9.1.4 Microstructure . 21
9.1.5 Decarburisation . 21
9.1.6 Oxide cleanness . 22
9.1.7 Sulphur prints . 22
9.1.8 Hardness . 22
9.1.9 Tensile tests . 23
9.1.10 Tensile strength and elongation . 23
9.1.11 Retest procedures . 24
9.2 Dimension tolerances . 24
9.2.1 Profile . 24
9.2.2 Straightness, surface flatness and twist . 25
9.2.3 Cutting and drilling . 29
9.3 Gauges . 29
9.4 Inspection for internal quality and surface quality . 29
9.4.1 Internal quality . 29
9.4.2 Surface quality . 32
9.4.3 Checking of automated testing equipment . 34
Annex A (normative) Rail profiles . 46
Annex B (normative) Standard test method for the determination of the plane strain fracture
toughness (K ) of rails . 71
Ic
B.1 Test methods . 71
B.2 Test pieces . 71
B.3 Number of tests . 71
B.4 Test conditions . 71
B.5 Analysis of test data . 72
B.6 Reporting of results . 72
Annex C (normative) Method for the determination of rail foot surfac
...
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