iTeh StandardsiTeh Standards
EURUSD
Your shopping cart is empty.
SIST

SIST EN 13146-1:2012/FprA1:2014

(Amendment)

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

The same as for EN 13146-1:2012.

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

Železniške naprave - Zgornji ustroj - Preskušanje pritrdilnih sistemov - 1. del: Ugotavljanje vzdolžnega odpora

General Information

Status
Not Published
Public Enquiry End Date
10-Aug-2014
ICS
93.100 - Construction of railways
Technical Committee
IŽNP - Reilway applications
Current Stage
98 - Abandoned project (Adopted Project)
Start Date
14-Oct-2019
Due Date
19-Oct-2019
Completion Date
14-Oct-2019
Directive
2008/57/EC - Directive 2008/57/EC of the European Parliament and of the Council of 17 June 2008 on the interoperability of the rail system within the Community (Recast)
Mandate
M/483 - Mandate for programming and standardisation addressed to the European standardisation bodies under directive 2008/57/EC in the field of the interoperability of the rail system within the European Union
Ref Project
EN 13146-1:2012/FprA1 - Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint

Relations

Consolidated By
SIST EN 13146-1:2012+A1:2015 - Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
Effective Date
18-Jan-2023
Amends
SIST EN 13146-1:2012 - Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
Effective Date
01-Jul-2014
Consolidated By
SIST EN 13146-1:2012+A1:2015 - Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
Effective Date
19-Jan-2023
Consolidated By
SIST EN 13146-1:2012+A1:2015 - Railway applications - Track - Test methods for fastening systems - Part 1: Determination of longitudinal rail restraint
Effective Date
01-Jan-2015

Buy Standard

EN 13146-1:2012/FprA1:2014EN 13146-1:2012/FprA1:2014
PreviousNext
Draft
EN 13146-1:2012/FprA1:2014
English language
4 pages
sale 10% off
Preview
sale 10% off
Preview
e-Library read for
1 day

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN 13146-1:2012/FprA1:2014
01-julij-2014
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: EN 13146-1:2012/FprA1
ICS:
93.100 Gradnja železnic Construction of railways
SIST EN 13146-1:2012/FprA1:2014 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------

SIST EN 13146-1:2012/FprA1:2014

---------------------- Page: 2 ----------------------

SIST EN 13146-1:2012/FprA1:2014

EUROPEAN STANDARD
FINAL DRAFT
EN 13146-1:2012
NORME EUROPÉENNE

EUROPÄISCHE NORM
FprA1
May 2014
ICS 93.100
English Version
Railway applications - Track - Test methods for fastening
systems - Part 1: Determination of longitudinal rail restraint
Applications ferroviaires - Voie - Méthodes d'essai pour les Bahnanwendungen - Oberbau - Prüfverfahren für
systèmes de fixation - Partie 1: Détermination de la Schienenbefestigungssysteme - Teil 1: Ermittlung des
résistance longitudinale au glissement Durchschubwiderstandes in Längsrichtung
This draft amendment is submitted to CEN members for unique acceptance procedure. It has been drawn up by the Technical Committee
CEN/TC 256.

This draft amendment A1, if approved, will modify the European Standard EN 13146-1:2012. If this draft becomes an amendment, CEN
members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for inclusion of this amendment
into the relevant national standard without any alteration.

This draft amendment 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, Slovakia,
...

Questions, Comments and Discussion

Ask us and Technical Secretary will try to provide an answer. You can facilitate discussion about the standard in here.

This May Also Interest You

SIST
SIST EN 16729-5:2023(Main)
Railway applications - Infrastructure - Non-destructive testing on rails in track - Part 5: Non-destructive testing on welds in track
EN 16729-5:2023

This document specifies the procedures of visual testing and ultrasonic testing of rail welds in track for rail profiles meeting the requirements of EN 13674-1.
This document specifies the principles for testing procedures for manufactured welds. This document defines the procedure for joint welds and repair welds. This document does not define the number of welds to be tested.
This document is not concerned with the approval of the welding procedure.

  • Standard
    55 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    56 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 17682:2023(Main)
Railway applications - Infrastructure - Resilient element for floating slab system
EN 17682:2022

This European Standard is applicable to Resilient Element for Floating Slab system (REFS) – Elements used in floating slab and defines the test procedures and their acceptance criteria.
The standard covers not only those parameters related to the effectiveness of a track structure in mitigating vibrations, that is, to reduce the emission of vibrations and structure-borne noise, but also the parameters that are needed for the static analysis and for the verification of track safety.
Floating slab track systems in the form of track base plates and track troughs are individual solutions in which there is considerable variation in the engineering design and the types of resilient elements used. For this reason, a floating slab track system is always an individual engineering solution and therefore, it is not possible to define all specific conditions for the resilient elements in the present standard
The most typical types of resilient elements are:
- Full surface bearings,
- Strip bearings,
- Discrete bearings (including the helical steel spring element),
- Vertical bearings.
This standard provides particular information in the following areas:
- tests methods, tests arrangements and evaluation criteria of Resilient Element for Floating Slab system,
- data supplied by the purchaser and by the supplier,
- definition of general process of homologation,
- definition of routine tests.
This standard defines the specific test procedures for REFS:
- stiffness tests,
- fatigue tests,
- severe environmental condition test.
This standard also sets out procedures for testing fitness for purpose and provides information on quality monitoring as part of quality assurance procedures. This standard does not, however, contain requirements pertaining to the functions of Resilient Element for Floating Slab system. It is the responsibility of the purchaser to define these requirements and to choose the optional tests.
This standard is not applicable for fastening system and for booted concrete block and sleeper completed with boots covered by EN 13481-5.

  • Standard
    40 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    42 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 17495:2022(Main)
Railway Applications - Acoustics - Determination of the dynamic stiffness of elastic track components related to noise and vibration - Rail pads and rail fastening assemblies
EN 17495:2022

This European Standard specifies laboratory test procedures to determine the dynamic stiffness of resilient components of track for the purpose of evaluating the environmental noise and vibration performance of the track.
This standard is applicable to complete track fastening assemblies and to pad components of fastening systems.
It is applicable to specimens of a single rail seat fastener.
It is applicable to the measurement of a tangent, dynamic stiffness under a prescribed pre-load and the associated hysteretic damping loss factor.
It provides measurement methods and pre-load, excitation and frequency range conditions for application to ground borne and structure borne noise as well as for rolling noise.
It provides measurement methods and pre-load, excitation and frequency range conditions for application to ground borne and structure borne noise as well as for rolling noise.
It is not applicable to the measurement of the stiffness of pads and fastening assemblies under static or low frequency dynamic loading which is specified in EN 13146-9.

  • Standard
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 13481-3:2022(Main)
Railway Applications - Track - Performance Requirements for Fastening Systems - Part 3: Fastening Systems for wood and polymeric composite sleepers
EN 13481-3:2022

This European Standard is applicable to fastening systems in Categories A–C and E as specified in
EN 13481-1:2012, 3.1, for use on wood or polymer sleepers in ballasted track with maximum axle loads, and minimum curve radii as shown in Table 1.
Table 1 — Fastening category criteria
Category       Max design axle load        Min curve radius
                                kN                                   m
A                          130                                   40
B                          180                                   80
C                          260                                  150
D                          260                                   400
E                          350                                   150
NOTE The maximum axle load for Categories A and B does not apply to maintenance vehicles.
The requirements apply to:
- fastening systems which act on the foot and/or web of the rail including direct fastening systems
and indirect fastening systems;
- fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4.
This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or
special fastening systems used at bolted joints or glued joints.
This standard should only be used for type approval of complete fastening systems.

  • Standard
    20 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 13481-2:2022(Main)
Railway Applications - Track - Performance Requirements for Fastening Systems - Part 2: Fastening systems for concrete sleepers in ballast
EN 13481-2:2022

This European Standard is applicable to fastening systems in Categories A–E as specified in
EN 13481-1:2012, 3.1, for use on concrete sleepers in ballasted track with maximum axle loads, and
minimum curve radii as shown in Table 1.
Table 1 — Fastening category criteria
Category               Maximum design axle load (kN)               Minimum curve radius (m)
       A                                                130                                                                          40
       B                                                180                                                                          80    
       C                                                260                                                                         150
       D                                                260                                                                        400
       E                                                350                                                                         150
NOTE The maximum axle load for Categories A and B does not apply to maintenance vehicles.
The requirements apply to:
- fastening systems which act on the foot and/or web of the rail including direct fastening systems
and indirect fastening systems;
- fastening systems with dynamic stiffness, kLFA, not less than 50 MN/m;
- fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4.
This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or
special fastening systems used at bolted joints or glued joints.
This standard should only be used for type approval of complete fastening systems.

  • Standard
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 13481-5:2022(Main)
Railway Applications - Track - Performance requirements for fastening systems - Part 5: Fastening systems for ballastless track
EN 13481-5:2022

This European Standard is applicable to fastening systems, in categories A –D as specified in EN 13481 1:2012, 3.1 for attaching rails to the uppermost surface of concrete or steel elements in ballastless tracks, including tracks on open deck bridges, and for embedded rails in ballastless tracks, for respective maximum axle loads and minimum curve radii in accordance with Table 1.
Table 1 - Fastening category criteria
Category       Max design axle load        Min curve radius
                                kN                                   m
A                          130                                   40
B                          180                                   80
C                          260                                  150
D                          260                                   400
NOTE The maximum axle load for Categories A and B does not apply to maintenance vehicles.
NOTE   The maximum axle load for Categories A and B does not apply to maintenance vehicles.
The requirements apply to:
- fastening systems which act on the foot and/or web of the rail including direct fastening systems and indirect fastening systems;
- fastening systems for rail sections included in EN13674-1 (excluding 49E4) or EN13674-4
This standard is not applicable to
- fastening systems for other rail sections
- fastening systems for use on wood or polymer composite sleepers used in ballastless track, performance requirements for which are included in EN13481-3
- rigid fastening systems
This standard is not applicable to fastening systems for other rail sections, rigid fastening systems, special fastening systems used at bolted joints or glued joints or special low clamping force fastenings used to mitigate track-bridge interaction effects.
This standard is for type approval of complete fastening systems. In track forms in which there are rail seat blocks or sleepers mounted in “boots” the concrete element and its resilient support are considered to be parts of the elastic fastening system. If the track form includes floating slabs, (i.e. resiliently supported concrete elements with more than one fastening per rail) those concrete elements and their resilient supports are considered to be parts of the ballastless track and not of the fastening system.

  • Standard
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    19 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 13481-7:2022(Main)
Railway Applications - Track - Performance requirements for fastening systems - Part 7: Fastening systems for switches and crossings, check rails, insulated rail joints and rail expansion devices
EN 13481-7:2022

This European Standard specifies performance requirements for special fastening systems, in categories A - E as specified in EN 13481-1:2012, 3.1, for switches and crossings and check rails. These types of rails are those which are secured within the overall fastening system (not independently fixed to the bearers) on wood, concrete and steel bearers, in ballasted track and on slab track, and which have maximum axle loads and minimum curve radii in divergent track in accordance with Table 1. Table 1 - Fastening category criteria Category Maximum design axle load Minimum curve radius
                                kN                                   m
A                          130                                   40
B                          180                                   80
C                          260                                  150
D                          260                                   400
E                          350                                   150
NOTE The maximum axle load for Categories A and B does not apply to maintenance vehicles.
The requirements apply to fastening systems for rail sections included in the EN13674 series of standards (excluding 49E4).
This standard is not applicable to fastening systems for other rail sections or rigid fastening systems used on running rails.
This standard is for type approval of complete fastening systems.

  • Standard
    25 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    26 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 13481-4:2022(Main)
Railway applications - Track - Performance requirements for fastening systems - Part 4: Fastening systems for steel sleepers in ballast
EN 13481-4:2022

This European Standard is applicable to fastening systems in Categories A–C and E as specified in
EN 13481-1:2012, 3.1, for use on steel sleepers in ballasted track with maximum axle loads, and minimum curve radii as shown in Table 1.
Table 1 - Fastening category criteria
Category       Max design axle load        Min curve radius
                                 kN                                   m
A                          130                                   40
B                          180                                   80
C                          260                                  150
D                          260                                   400
E                          350                                   150
NOTE   The maximum axle load for categories A and B does not apply to maintenance vehicles.
The requirements apply to:
- fastening systems which act on the foot and/or web of the rail including direct fastening systems
and indirect fastening systems;
- fastening systems for rail sections included in EN 13674-1 (excluding 49E4) or EN 13674-4.
This standard is not applicable to fastening systems for other rail sections, rigid fastening systems or
special fastening systems used at bolted joints or glued joints.
This standard should only be used for type approval of complete fastening systems.

  • Standard
    20 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    20 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 13848-3:2022(Main)
Railway applications - Track - Track geometry quality - Part 3: Measuring systems - Track construction and maintenance machines
EN 13848-3:2021

This European Standard specifies the minimum requirements for measuring systems fitted on Track Construction and Maintenance Machines to give an evaluation of track geometry quality when they measure any one or more of the parameters described in EN 13848-1.
This European Standard also gives the acceptable differences from EN 13848-1 when using chord measurements.
This European Standard does not specify:
- requirements for vehicle acceptance;
- criteria for track works acceptance;
- requirements for Urban Rail Systems. However, parts of it can be used as a reference until a specific Standard is published.
Only systems put into service after the standard comes into force are concerned.

  • Standard
    33 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    32 pages
    English language
    sale 10% off
    e-Library read for
    1 day
SIST
SIST EN 16432-3:2022(Main)
Railway applications - Ballastless track systems - Part 3: Acceptance
EN 16432-3:2021

This part of EN 16432 specifies the methods for the implementation of ballastless track system designs and the criteria for the acceptance of works concerning construction of ballastless track systems. It does not include any criteria for inspecting, maintaining, repairing and replacing ballastless track systems during operation.

  • Standard
    26 pages
    English language
    sale 10% off
    e-Library read for
    1 day
  • Draft
    29 pages
    English language
    sale 10% off
    e-Library read for
    1 day