SIST EN 13146-1:2019
(Main)Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
This European Standard specifies a laboratory test procedure to determine:
- the maximum longitudinal force that can be applied to a rail, secured to a sleeper, bearer or element of slab track by a rail fastening assembly, without non-elastic displacement of the rail occurring,
or
- the longitudinal stiffness at a specified longitudinal displacement of a specimen of embedded rail with an adhesive fastening system,
and, (for any type of fastening system)
- to determine values of shear displacement and slip data for track-bridge interaction calculations.
Bahnanwendungen - Oberbau - Prüfverfahren für Schienenbefestigungssysteme - Teil 1: Ermittlung des Durchschubwiderstandes in Längsrichtung
Dieses Dokument legt ein Labor-Prüfverfahren fest, zur Bestimmung:
a) der maximalen Längskraft, die auf eine Schiene aufgebracht werden kann, welche mittels eines Schienenbefestigungssystems auf einer Gleis- oder Weichenschwelle oder einem Stück fester Fahrbahn befestigt ist, ohne dass eine bleibende Verschiebung der Schiene eintritt; oder die Längssteifigkeit einer Probe bei einer festgelegten Längsverschiebung einer eingebetteten Schiene mit haftendem Befestigungssystem, und für jegliche Befestigung,
b) die Schubverschiebungs- und Durchschubwerte, die für die Berechnungen des Zusammenwirkens von Gleis und Brücke erforderlich sind.
Applications ferroviaires - Voie - Méthodes d'essai pour les systèmes de fixation - Partie 1 : Détermination de la résistance longitudinale au glissement
Le présent document spécifie le mode opératoire d'essai en laboratoire permettant de déterminer :
a) la force longitudinale maximale pouvant être appliquée à un rail fixé à une traverse, un support ou un élément de voie sur dalle au moyen d'un système de fixation, sans qu'il se produise un déplacement irréversible du rail, ou la raideur longitudinale à un déplacement longitudinal spécifié d'une éprouvette de rail enrobé au moyen d'un système de fixation adhésif ; et, pour tout type de fixation ;
b) les données de glissement et de déplacement dus au cisaillement, nécessaires pour le calcul de l'interaction de la voie et du pont.
Železniške naprave - Zgornji ustroj proge - Preskušanje pritrdilnih sistemov - 1. del: Ugotavljanje vzdolžnega odpora
Ta evropski standard določa laboratorijski preskusni postopek za ugotavljanje: – največje vzdolžne sile, ki ji je lahko izpostavljena tirnica, pritrjena na prag, nosilno ogrodje ali tirni element s pritrdilnim sestavom za tirnice, brez neelastičnega premika tirnice,
ali
– vzdolžne togosti pri določenem vzdolžnem premiku vzorca vgrajene tirnice z adhezivnim pritrdilnim sistemom
in (za kateri koli tip pritrdilnega sistema)
– za določanje vrednosti strižne deformacije ter podatkov o zdrsu za izračune interakcije med progo in mostom.
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Železniške naprave - Zgornji ustroj proge - Preskušanje pritrdilnih sistemov - 1. del: Ugotavljanje vzdolžnega odporaBahnanwendungen - Oberbau - Prüfverfahren für Schienenbefestigungssysteme - Teil 1: Ermittlung des Durchschubwiderstandes in LängsrichtungApplications ferroviaires - Voie - Méthodes d'essai pour les systèmes de fixation - Partie 1 : Détermination de la résistance longitudinale au glissementRailway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint93.100Gradnja železnicConstruction of railwaysICS:Ta slovenski standard je istoveten z:EN 13146-1:2019SIST EN 13146-1:2019en,fr,de01-april-2019SIST EN 13146-1:2019SLOVENSKI
STANDARDSIST EN 13146-1:2012+A1:20151DGRPHãþD
SIST EN 13146-1:2019
EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 13146-1
January
t r s { ICS
{ uä s r r Supersedes EN
s u s v xæ sã t r s t ªA sã t r s vEnglish Version
Railway applications æ Track æ Test methods for fastening systems æ Part
sã Determination of longitudinal rail restraint Applications ferroviaires æ Voie æ Méthodes d 5essai pour les systèmes de fixation æ Partie
s ã Détermination de la résistance longitudinale au glissement
Bahnanwendungen æ Oberbau æ Prüfverfahren für Schienenbefestigungssysteme æ Teil
sã Ermittlung des Durchschubwiderstandes in Längsrichtung This European Standard was approved by CEN on
s { November
t r s zä
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
CEN-CENELEC Management Centre:
Rue de la Science 23,
B-1040 Brussels
9
t r s { CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Membersä Refä Noä EN
s u s v xæ sã t r s { ESIST EN 13146-1:2019
EN 13146-1:2019 (E) 2 Contents Page European foreword . 3 Introduction . 5 1 Scope . 6 2 Normative references . 6 3 Terms, definitions and symbols . 6 3.1 Terms and definitions . 6 3.2 Symbols . 7 4 Principle . 7 5 Apparatus . 7 5.1 Rail . 7 5.2 Actuator . 7 5.3 Displacement measuring instruments . 7 5.3.1 Contacting displacement measuring instruments . 7 5.3.2 Non-contacting displacement measuring instruments . 7 5.4 Force measuring instruments . 8 5.5 Verification of calibration . 8 6 Test specimens . 8 6.1 Rail support . 8 6.2 Fastening . 8 7 Procedure. 8 7.1 Test temperature . 8 7.2 Preparation for test . 8 7.3 Loading. 9 7.3.1 Longitudinal rail restraint . 9 7.3.2 Longitudinal stiffness . 10 7.3.3 Parameters for Track-Bridge Interaction calculations . 10 7.4 Calculation . 11 7.4.1 Longitudinal rail restraint . 11 7.4.2 Longitudinal stiffness . 11 7.4.3 Parameters for Track-Bridge Interaction calculations . 11 7.5 Visual inspection . 11 8 Test report . 12
SIST EN 13146-1:2019
EN 13146-1:2019 (E) 3 European foreword This document (EN 13146-1:2019) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by month year of July 2019, and conflicting national standards shall be withdrawn at the latest by month year of July 2019. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN shall not be held responsible for identifying any or all such patent rights. This document supersedes EN 13146-1:2012+A1:2014. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association. In this European Standard, the test procedure has been adapted to be applicable to embedded rail as well as surface mounted rail. For embedded rail with an adhesive fastening system the test result is expressed as longitudinal stiffness. Compared with EN 13146-1:2012+A1:2014, the following changes have been made: a) update of the European foreword; b) extension of the scope to embedded rails; c) adaptation of normative references; d) adaptation of the terms; e) considers the requirements of EN 13146-9 for static and dynamic stiffnesses; f) Clause 7 revised and calculation of the interaction between superstructures newly added; g) editorially revised. This European Standard is one of the series EN 13146 “Railway applications – Track – Test methods for fastening systems” which consists of the following parts: — Part 1: Determination of longitudinal rail restraint; — Part 2: Determination of torsional resistance; — Part 3: Determination of attenuation of impact loads; — Part 4: Effect of repeated loading; — Part 5: Determination of electrical resistance; — Part 6: Effect of severe environmental conditions; — Part 7: Determination of clamping force and uplift stiffness; SIST EN 13146-1:2019
EN 13146-1:2019 (E) 4 — Part 8: In service testing; — Part 9: Determination of stiffness; — Part 10: Proof load test for pull-out resistance. These support the requirements in the series EN 13481 “Railway applications – Track – Performance requirements for fastening systems”. According to the CEN-CENELEC Internal Regulations, the national standards organisations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. SIST EN 13146-1:2019
EN 13146-1:2019 (E) 5 Introduction For fastening systems that hold the rail mechanically (whether at discrete intervals or continuously) the test procedure measures the longitudinal rail restraint. For an embedded rail with an adhesive fastening system the test procedure measures the longitudinal stiffness. SIST EN 13146-1:2019
EN 13146-1:2019 (E) 6 1 Scope This document specifie
...
SLOVENSKI STANDARD
oSIST prEN 13146-1:2017
01-april-2017
Železniške naprave - Zgornji ustroj - Preskušanje pritrdilnih sistemov - 1. del:
Ugotavljanje vzdolžnega odpora
Railway applications - Track - Test methods for fastening systems - Part 1:
Determination of longitudinal rail restraint
Bahnanwendungen - Oberbau - Prüfverfahren für Schienenbefestigungssysteme - Teil 1:
Ermittlung des Durchschubwiderstandes in Längsrichtung
Applications ferroviaires - Voie - Méthodes d'essai pour les systèmes de fixation - Partie
1 : Détermination de la résistance longitudinale au glissement
Ta slovenski standard je istoveten z: prEN 13146-1
ICS:
93.100 Gradnja železnic Construction of railways
oSIST prEN 13146-1:2017 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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oSIST prEN 13146-1:2017
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oSIST prEN 13146-1:2017
DRAFT
EUROPEAN STANDARD
prEN 13146-1
NORME EUROPÉENNE
EUROPÄISCHE NORM
February 2017
ICS 93.100 Will supersede EN 13146-1:2012+A1:2014
English Version
Railway applications - Track - Test methods for fastening
systems - Part 1: Determination of longitudinal rail
restraint
Applications ferroviaires - Voie - Méthodes d'essai Bahnanwendungen - Oberbau - Prüfverfahren für
pour les systèmes de fixation - Partie 1 : Détermination Schienenbefestigungssysteme - Teil 1: Ermittlung des
de la résistance longitudinale au glissement Durchschubwiderstandes in Längsrichtung
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, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,
Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,
Turkey 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: Avenue Marnix 17, B-1000 Brussels
© 2017 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 13146-1:2017 E
worldwide for CEN national Members.
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oSIST prEN 13146-1:2017
prEN 13146-1:2017 (E)
Contents Page
European foreword . 3
Introduction . 4
1 Scope . 5
2 Normative references . 5
3 Terms, definitions and symbols . 5
3.1 Terms and definitions . 5
3.2 Symbols . 5
4 Principle . 6
5 Apparatus . 6
5.1 Rail . 6
5.2 Actuator . 6
5.3 Displacement measuring instruments . 6
5.3.1 Contacting displacement measuring instruments . 6
5.3.2 Non-contacting displacement measuring instruments . 6
5.4 Force measuring instruments . 6
5.5 Verification of calibration . 6
6 Test specimens . 6
6.1 Rail support . 6
6.2 Fastening . 7
7 Procedure. 7
7.1 Test temperature . 7
7.2 Preparation for test . 7
7.3 Loading. 8
7.3.1 Longitudinal rail restraint . 8
7.3.2 Longitudinal stiffness . 9
7.3.3 Parameters for Track-Bridge Interaction calculations . 9
7.4 Calculation . 9
7.4.1 Longitudinal rail restraint . 9
7.4.2 Longitudinal stiffness . 9
7.4.3 Parameters for Track-Bridge Interaction calculations . 9
7.5 Visual inspection . 10
8 Test report . 10
2
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oSIST prEN 13146-1:2017
prEN 13146-1:2017 (E)
European foreword
This document (prEN 13146-1:2017) has been prepared by Technical Committee CEN/TC 256 “Railway
applications”, the secretariat of which is held by DIN.
This document is currently submitted to the CEN Enquiry.
This document will supersede EN 13146-1:2012+A1:2014.
In this European Standard, the test procedure has been adapted to be applicable to embedded rail as
well as surface mounted rail. For embedded rail with an adhesive fastening system the test result is
expressed as longitudinal stiffness.
This European Standard is one of the series EN 13146 “Railway applications – Track – Test methods for
fastening systems” which consists of the following parts:
— Part 1: Determination of longitudinal rail restraint;
— Part 2: Determination of torsional resistance;
— Part 3: Determination of attenuation of impact loads;
— Part 4: Effect of repeated loading;
— Part 5: Determination of electrical resistance;
— Part 6: Effect of severe environmental conditions;
— Part 7: Determination of clamping force;
— Part 8: In service testing;
— Part 9: Determination of stiffness;
— Part 10: Proof load test for pull-out resistance.
These support the requirements in the series EN 13481 “Railway applications – Track – Performance
requirements for fastening systems”.
3
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oSIST prEN 13146-1:2017
prEN 13146-1:2017 (E)
Introduction
For fastening systems that hold the rail mechanically (whether at discrete intervals or continuously) the
test procedure measures the longitudinal rail restraint. For an embedded rail with an adhesive
fastening system the test procedure measures the longitudinal stiffness.
4
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oSIST prEN 13146-1:2017
prEN 13146-1:2017 (E)
1 Scope
This European Standard specifies the laboratory test procedure to determine:
a) the maximum longitudinal force that can be applied to a rail, secured to a sleeper, bearer or
element of slab track by a rail fastening assembly, without non-elastic displacement of the rail
occurring, or the longitudinal stiffness at a specified longitudinal displacement of a specimen of
embedded rail with an adhesive fastening system, and, for any type of fastening,
b) the shear di
...
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