SIST EN 16432-2:2017
(Main)Railway applications - Ballastless track systems - Part 2: System design, subsystems and components
Railway applications - Ballastless track systems - Part 2: System design, subsystems and components
This part of prEN 16432 covers system and subsystem design and component configuration for ballastless track system.
The system and subsystem design requirements are assigned from the general requirements of prEN 16432 1:2014. Where applicable existing subsystem or component requirements from other standards are to be referenced.
Bahnanwendungen - Feste Fahrbahn-Systeme - Teil 2: Teilsysteme und Komponenten
Dieser Teil der prEN 16432 behandelt die Bemessung von System und Teilsystem und die Anordnung der Komponenten für Feste Fahrbahn-Systeme (FF-Systeme).
Die Entwurfsanforderungen an das System und das Teilsystem sind prEN 16432 1:2015 entnommen. Auf Anforderungen an bestehende Teilsysteme oder Komponenten aus anderen Normen ist zu verweisen, sofern zutreffend.
Applications ferroviaires - Systèmes de voies sans ballast - Partie 2 : Sous-systèmes et composants
La présente partie de l’EN 16432 traite de la conception du système et des sous-systèmes et de la configuration des composants destinés au système de voie sans ballast.
Les exigences relatives à la conception du système et des sous-systèmes sont dérivées des prescriptions générales du prEN 16432 1:2014. Le cas échéant, les exigences existantes relatives aux sous systèmes ou aux composants figurant dans d’autres normes doivent être appliquées.
Železniške naprave - Progovni sistemi z utrjenimi tirnicami - 2. del: Projektiranje sistema, podsistemi in sestavni deli
Ta del standarda prEN 16432 zajema projektiranje sistemov in podsistemov ter konfiguracijo sestavnih delov za progovni sistem z utrjenimi tirnicami.
Zahteve glede projektiranja sistemov in podsistemov so navedene v skladu s splošnimi zahtevami standarda prEN 16432 1: 2014. Po potrebi se je treba sklicevati na obstoječe zahteve za podsisteme ali sestavne dele iz drugih standardov.
General Information
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 16432-2:2017
01-oktober-2017
Železniške naprave - Progovni sistemi z utrjenimi tirnicami - 2. del: Projektiranje
sistema, podsistemi in sestavni deli
Railway applications - Ballastless track systems - Part 2: System design, subsystems
and components
Bahnanwendungen - Feste Fahrbahn-Systeme - Teil 2: Teilsysteme und Komponenten
Applications ferroviaires - Systèmes de voies sans ballast - Partie 2 : Sous-systèmes et
composants
Ta slovenski standard je istoveten z: EN 16432-2:2017
ICS:
45.080 7UDþQLFHLQåHOH]QLãNLGHOL Rails and railway
components
93.100 Gradnja železnic Construction of railways
SIST EN 16432-2:2017 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 16432-2:2017
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SIST EN 16432-2:2017
EN 16432-2
EUROPEAN STANDARD
NORME EUROPÉENNE
August 2017
EUROPÄISCHE NORM
ICS 93.100
English Version
Railway applications - Ballastless track systems - Part 2:
System design, subsystems and components
Applications ferroviaires - Systèmes de voies sans Bahnanwendungen - Feste Fahrbahn-Systeme - Teil 2:
ballast - Partie 2 : Conception du système, sous- Systementwurf, Untersysteme und Komponenten
systèmes et composants
This European Standard was approved by CEN on 28 May 2017.
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. Up-to-date lists and bibliographical references
concerning such national standards may be obtained on application to the CEN-CENELEC Management Centre or to any CEN
member.
This European Standard exists 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.
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. EN 16432-2:2017 E
worldwide for CEN national Members.
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SIST EN 16432-2:2017
EN 16432-2:2017 (E)
Contents Page
European foreword . 6
Introduction . 7
1 Scope . 8
2 Normative references . 8
3 Terms and definitions . 9
4 Symbols and abbreviations . 10
5 General . 15
5.1 Ballastless track system, subsystems and components . 15
5.2 Subsystems configuration . 16
5.2.1 Ballastless track system with continuous support and embedded rails . 16
5.2.2 Ballastless track system with discrete rail seats . 17
6 System design . 18
6.1 Establishing the system criteria . 18
6.2 System assurance plan . 19
6.3 System integration . 19
6.4 Vertical track stiffness . 19
6.5 Track stability . 19
6.6 Load distribution and load transfer by subsystems and components . 20
6.6.1 Principles . 20
6.6.2 Calculation steps. 21
6.6.3 Determination of forces (rail seat loads) between subsystems fastening system and
supporting structure (prefabricated element or pavement) . 22
6.6.4 Prefabricated element loading and load distribution . 22
6.6.5 Pavement design . 23
6.7 Loading of substructure . 25
6.8 Transitions . 26
7 Rails . 26
8 Rail fastening systems . 26
8.1 General . 26
8.2 Rail fastening spacing . 26
8.3 Adjustment . 26
9 Prefabricated elements . 26
9.1 General . 26
9.2 General design considerations . 27
9.2.1 Data to be supplied for the general system design . 27
9.2.2 Individual precast element design . 27
9.3 Manufacturing process . 27
9.3.1 General requirements . 27
9.3.2 Curing . 28
9.3.3 Surface finish . 28
9.3.4 Marking . 28
9.4 Quality control . 28
9.4.1 General . 28
9.4.2 Quality control during design approval tests . 28
2
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9.4.3 Quality control during manufacturing . 29
9.5 Concrete sleepers, bearers and blocks . 29
9.6 Prefabricated slabs and frames . 29
9.6.1 Classification . 29
9.6.2 Design . 30
9.6.3 Materials . 31
9.6.4 Geometrical tolerances . 32
9.6.5 Storage, handling, transport and on-site installation . 32
9.7 Filling layer . 33
10 Pavements (layered structure). 33
10.1 General . 33
10.2 Concrete pavements . 34
10.2.1 Application . 34
10.2.2 Materials . 34
10.2.3 Functional requirements . 34
10.3 Asphalt pavements . 37
10.3.1 Application . 37
10.3.2 Design . 37
10.3.3 Geometrical requirements . 37
10.3.4 Asphalt materials and mix design . 38
10.3.5 Materials for surface layer . 38
10.3.6 Requirements for layers . 38
10.4 Unbound, hydraulically bound and bituminous bound base-layers . 38
10.4.1 Application . 38
10.4.2 Hydraulically bound base layer . 39
10.4.3 Cement treated base layer (CTB) . 39
10.4.4 Concrete base layer . 39
10.4.5 Bituminous base layer . 40
10.4.6 Unbound base layer . 40
11 Intermediate layers . 41
11.1 Functions of intermediate layers . 41
11.2 Effects of intermediate layers on ballastless track system . 41
Annex A (informative) Vertical vehicle load . 43
A.1 Distribution of vertical railway traffic load and calculation of rail seat loads . 43
A.1.1 General . 43
A.1.2 Rail seat load P [N] . 43
0
A.1.3 Rail seat loads P [N] due to wheel loads Q [N] . 45
j i
A.2 Rail bending moment and bending stress at the rail foot . 46
A.2.1 Rail bending moment M [Nmm] . 46
0
2
A.2.2 Bending stress at the rail foot σ [N/mm ] . 46
0
Annex B (informative) Thickness design calculations for slabs, pavements, frames, beams . 47
B.1 General . 47
B.1.1 Introduction. 47
B.1.2 Effective pavement thickness h [mm] . 48
1
3
B.1.3 Bedding modulus k [N/mm ] . 49
3
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B.1.4 Bearing capacity of beam or slab/pavement supported by cementitious or
bituminous base layer . 52
B.1.5 Slab on Winkler foundation (Westergaard): Longitudinal and lateral bending
moments as well as tensile stresses activated by rail seat loads . 54
B.1.6 Beam on Winkler foundation (Zimmermann): Longitudinal bending moment and
tensile stress due to rail seat loads . 60
B.1.7 Critical longitudinal bending tensile stress . 64
B.1.8 Critical lateral bending tensile stress . 64
B.2 Stresses in concrete slab/pavement due to thermal impact . 64
B.2.1 General . 64
B.2.2 Constant stresses σ due to temperature changes ΔT acting in concrete slabs or
c
pavements . 65
B.2.3 Linear stresses σ due to temperature changes Δt acting in concrete slabs or
w
pavements . 67
B.3 Determination of maximum allowable flexural fatigue stress due to railway traffic
load σ . 68
Q
B.3.1 Maximum allowable tensile flexural stress in winter (longitudinal stresses) . 68
B.3.2 Maximum allowable tensile flexural stress in summer (lateral and longitudinal
stresses) . 68
Annex C (informative) Vertical loading . 69
Annex D (informative) Examples of calculations . 70
D.1 First example (variant II: unbonded multiple layers) and second example (variant
III: bonded layers) . 70
D.2 Distribution of vertical railway traffic loading and calculation of rail seat loads . 70
D.2.1 Rail seat load P [N] . 70
0
D.2.2 Rail seat loads P [N] due to wheel loads Q [N] . 72
j i
D.2.3 Rail bending moment and bending stress at the rail foot . 79
D.3 First example (variant II: unbonded multiple layers) . 80
D.3.1 General . 80
D.3.2 Bending moment due to rail seat loads . 82
D.3.3 Stresses due to thermal impact . 91
D.3.4 Determination of maximum allowable flexural fatigue stress due to vehicle load σ . 92
Q
D.4 Second example (variant III: bonded multiple layers) . 93
D.4.1 General . 93
D.4.2 Bending moment due to rail seat loads . 95
D.4.3 Stresses due to thermal impact . 107
D.4.4 Determination of maximum allowable flexural fatigue stress due to vehicle load σ . 108
Q
Annex E (informative) Quality control – Routine tests and frequency of testing . 109
4
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E.1 General . 109
E.2 Data of the slabs to be checked . 109
E.3 Examples for frequency of testing . 111
Annex F (informative) Example of ballastless track system design calculation and analysis
based on analytical tools . 112
Annex ZA (informative) Relationship between this European Standard and the Essential
Requirements of EU Directive 2008/57/EC . 113
Bibliography . 115
5
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SIST EN 16432-2:2017
EN 16432-2:2017 (E)
European foreword
This document (EN 16432-2:2017) 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 February 2018, and conflicting national standards
shall be withdrawn at the latest by February 2018.
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 has been prepared under a mandate given to CEN by the European Commission and the
European Free Trade Association, and supports essential requirements of EU Directive 2008/57/EC.
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this
document.
This European Standard is one of the series EN 16432 “Railway applications — Ballastless track systems”
as listed below:
— Part 1: General requirements;
— Part 2: System design, subsystems and components;
— Part 3: Acceptance (in preparation).
According to the CEN/CENELEC Internal Regulations, the national standards organizations 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.
6
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SIST EN 16432-2:2017
EN 16432-2:2017 (E)
Introduction
This part of the series EN 16432 covers the design of the ballastless track system, subsystems and
components and is used in conjunction with the following parts:
— Part 1: General requirements;
— Part 3: Acceptance.
A ballastless track system may consist of, but is not limited to, subsystems and components shown in
5.1, Figure 1. Those items are designed in accordance with the requirements defined in this standard, or
if applicable, other existing European standards.
NOTE Typical examples are rails defined in EN 13674–1, EN 13674–2 and EN 13674–3 or rail fastenings for
ballastless track system defined in EN 13481–5.
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SIST EN 16432-2:2017
EN 16432-2:2017 (E)
1 Scope
This part of EN 16432 specifies system and subsystem design and component configuration for
ballastless track system.
The system and subsystem design requirements are assigned from the general requirements of
EN 16432-1. Where applicable, existing subsystem or component requirements from other standards
are to be referenced.
2 Normative references
The following documents, in whole or in part, are normatively referenced in this document and are
indispensable for its application. For dated references, only the edition cited applies. For undated
references, the latest edition of the referenced document (including any amendments) applies.
prEN 197-1:2014, Cement — Part 1: Composition, specifications and conformity criteria for common
cements
EN 206:2013+A1:2016, Concrete — Specification, performance, production and conformity
EN 1097-6:2013, Tests for mechanical and physical properties of aggregates — Part 6: Determination of
particle density and water absorption
EN 1992 series, Eurocodes
EN 1992-1-1:2004, Eurocode 2: Design of concrete structures — Part 1-1: General rules and rules for
buildings
EN 1992-2:2005, Eurocode 2 — Design of concrete structures — Concrete bridges — Design and detailing
rules
prEN 13043:2015, Aggregates for bituminous mixtures and surface treatments for roads, airfields and
other trafficked areas
EN 13108-1:2016, Bituminous mixtures — Material specifications — Part 1: Asphalt Concrete
EN 13108-5:2016, Bituminous mixtures — Material specifications — Part 5: Stone Mastic Asphalt
EN 13230-1:2016, Railway applications — Track — Concrete sleepers and bearers — Part 1: General
requirements
EN 13230-2:2016, Railway applications — Track — Concrete sleepers and bearers — Part 2: Prestressed
monoblock sleepers
EN 13230-3:2016, Railway applications — Track — Concrete sleepers and bearers — Part 3: Twin-block
reinforced sleepers
EN 13230-4:2016, Railway applications — Track — Concrete sleepers and bearers — Part 4: Prestressed
bearers for switches and crossings
EN 13230-5:2016, Railway applications — Track — Concrete sleepers and bearers — Part 5: Special
elements
prEN 13230-6:2015, Railway applications — Track — Concrete sleepers and bearers — Part 6: Design
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SIST EN 16432-2:2017
EN 16432-2:2017 (E)
EN 13242:2002+A1:2007, Aggregates for unbound and hydraulically bound materials for use in civil
engineering work and road construction
EN 13286-47:2012, Unbound and hydraulically bound mixtures — Part 47: Test method for the
determination of California bearing ratio, immediate bearing index and linear swelling
EN 13481 (all parts), Railway applications — Track — Performance requirements for fastening systems
EN 13674-1:2011+A1:2017, Railway applications — Track — Rail — Part 1: Vignole railway rails 46
kg/m and above
EN 13674-2:2006+A1:2010, Railway applications — Track — Rail — Part 2: Switch and crossing rails
used in conjunction with Vignole railway rails 46 kg/m and above
EN 13674-3:2006+A1:2010, Railway applications — Track — Rail — Part 3: Check rails
EN 13877-1:2013, Concrete pavements — Part 1: Materials
EN 13877-2:2013, Concrete pavements — Part 2: Functional requirements for concrete pavements
EN 13877-3:2004, Concrete pavements — Part 3: Specifications for dowels to be used in concrete
pavements
EN 14227-1:2013, Hydraulically bound mixtures — Specifications — Part 1: Cement bound granular
mixtures
EN 16432-1:2017, Railway applications — Ballastless track systems — Part 1: General requirements
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply as well as terms and
definitions according to EN 16432-1.
3.1
filling layer
monolithic structure connecting prefabricated elements or subsystems of a ballastless track system and
establishing load transfer to the pavement or any supporting structure
3.2
pavement
continuous, layered structure that forms a hard and durable surface and it is d
...
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