DD ENV 13481-6:2002
Withdrawn
A Withdrawn Standard is one, which is removed from sale, and its unique number can no longer be used. The Standard can be withdrawn and not replaced, or it can be withdrawn and replaced by a Standard with a different number.
Railway applications. Track. Performance requirements for fastening systems Special fastening systems for attenuation of vibration
Hardcopy , PDF
01-09-2013
English
31-08-2004
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
5 Requirements
5.1 Longitudinal rail restraint
5.2 Attenuation of impact loads for fastening
systems for use on concrete sleepers or blocks
5.3 Effect of repeated loading
5.4 Attenuation of vibration
5.5 Electrical resistance
5.6 Effect of severe environmental conditions
5.7 Dimensions
5.8 Track gauge
5.9 Cast-in fastening components
5.10 In-service testing
6 Test specimens
7 Classification
8 Fitness for purpose
9 Marking, labelling and packaging
Annex A (normative) Measurement of transfer stiffness
A.1 Principle
A.2 Apparatus
A.2.1 General
A.2.2 Direct method
A.2.3 Indirect method
A.3 Test specimen
A.4 Test procedure
A.4.1 Test temperature
A.4.2 Test vibration velocity
A.4.3 Direct method
A.4.4 Indirect method
A.4.5 Non-linear fastening systems
A.5 Test report
Annex B (normative) Calculating the vibration
attenuation of fastening systems
Bibliography
Describes requirements for the performance of fastening systems for attaching rails to sleepers or longitudinal bearers or in non-ballasted track to the uppermost surface of concrete or asphalt slabs. Also applies to track with a minimum curve radius greater than 40 m and subject to a maximum design axle load of 260 kN.
Committee |
RAE/2
|
DocumentType |
Standard
|
Pages |
24
|
PublisherName |
British Standards Institution
|
Status |
Withdrawn
|
Standards | Relationship |
ENV 13481-6 : DRAFT 2002 COR 04 | Identical |
PREN 13146-4 : DRAFT 2009 | RAILWAY APPLICATIONS - TRACK - TEST METHODS FOR FASTENING SYSTEMS - PART 4: EFFECT OF REPEATED LOADING |
EN ISO 10846-2:2008 | Acoustics and vibration - Laboratory measurement of vibro-acoustic transfer properties of resilient elements - Part 2: Direct method for determination of the dynamic stiffness of resilient supports for translatory motion (ISO 10846-2:2008) |
PREN 13146-7 : DRAFT 2017 | RAILWAY APPLICATIONS - TRACK - TEST METHODS FOR FASTENING SYSTEMS - PART 7: DETERMINATION OF CLAMPING FORCE AND UPLIFT STIFFNESS |
ISO 10846-3:2002 | Acoustics and vibration — Laboratory measurement of vibro-acoustic transfer properties of resilient elements — Part 3: Indirect method for determination of the dynamic stiffness of resilient supports for translatory motion |
PREN 13146-3 : DRAFT 2009 | RAILWAY APPLICATIONS - TRACK - TEST METHODS FOR FASTENING SYSTEMS - PART 3: DETERMINATION OF ATTENUATION OF IMPACT LOADS |
PREN 13146-8 : DRAFT 2009 | RAILWAY APPLICATIONS - TRACK - TEST METHODS FOR FASTENING SYSTEMS - PART 8: IN SERVICE TESTING |
EN ISO 10846-1:2008 | Acoustics and vibration - Laboratory measurement of vibro-acoustic transfer properties of resilient elements - Part 1: Principles and guidelines (ISO 10846-1:2008) |
ISO 10846-1:2008 | Acoustics and vibration — Laboratory measurement of vibro-acoustic transfer properties of resilient elements — Part 1: Principles and guidelines |
PREN 13146-5 : DRAFT 2009 | RAILWAY APPLICATIONS - TRACK - TEST METHODS FOR FASTENING SYSTEMS - PART 5: DETERMINATION OF ELECTRICAL RESISTANCE |
EN ISO 9001:2015 | Quality management systems - Requirements (ISO 9001:2015) |
PREN 13146-6 : DRAFT 2009 | RAILWAY APPLICATIONS - TRACK - TEST METHODS FOR FASTENING SYSTEMS - PART 6: EFFECT OF SEVERE ENVIRONMENTAL CONDITIONS |
ISO 9001:2015 | Quality management systems — Requirements |
PREN 13674-1 : DRAFT 2009 | RAILWAY APPLICATIONS - TRACK - RAIL - PART 1: VIGNOLE RAILWAY RAILS 46 KG/M AND ABOVE |
PREN 13146-1 : DRAFT 2017 | RAILWAY APPLICATIONS - TRACK - TEST METHODS FOR FASTENING SYSTEMS - PART 1: DETERMINATION OF LONGITUDINAL RAIL RESTRAINT |
ISO 10846-2:2008 | Acoustics and vibration — Laboratory measurement of vibro-acoustic transfer properties of resilient elements — Part 2: Direct method for determination of the dynamic stiffness of resilient supports for translatory motion |
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