SIST EN 17069-1:2019
(Main)Railway applications - Systems and procedures for change of track gauge - Part 1: Automatic Variable Gauge Systems
Railway applications - Systems and procedures for change of track gauge - Part 1: Automatic Variable Gauge Systems
This European Standard defines the interfaces and gives guidance for the design of systems and procedures for change of track gauge, covering also their assessment for technical approval, for the automatic variable-gauge systems.
The standard is focused on the change of track gauge among the following nominal track gauges: 1435 mm, 1520 mm, 1524 mm, 1600 mm and 1668 mm.
This document is not limited to the aforementioned nominal track gauges but the interfaces to change to/from other nominal track gauges can be different. The established assessment procedures can be used as well.
Bahnanwendungen - Systeme und Verfahren zur Umspurung - Automatische Umspursysteme
Dieses Dokument legt die Schnittstellen fest und gibt für automatische Umspursysteme eine Anleitung für die Konstruktion von Umspursystemen und -verfahren vor, einschließlich deren Bewertung zur technischen Freigabe.
Die Norm konzentriert sich auf den Wechsel der Spurweite zwischen den folgenden Nennspurweiten: 1 435 mm, 1 520 mm, 1 524 mm, 1 600 mm und 1 668 mm.
Das Dokument ist nicht auf die zuvor genannten Nennspurweiten beschränkt, aber die Schnittstellen, auf die von/von denen zu anderen Nennspurweiten gewechselt wird, können unterschiedlich sein. Die eingeführten Bewertungsverfahren können ebenso verwendet werden.
Applications ferroviaires - Systèmes et procédures de changement d'écartement de voie - Systèmes à écartement variable automatique
La présente norme définit les interfaces et donne les lignes directrices pour la conception des systèmes et procédures de changement d'écartement de voie, notamment leur évaluation à des fins d'homologation technique, dans le cadre des systèmes à écartement variable automatique.
Le présent document porte essentiellement sur le changement d'écartement de voie parmi les écartements de voie nominaux suivants : 1 435 mm, 1 520 mm, 1 524 mm, 1 600 mm et 1 668 mm.
Le présent document ne se limite pas aux écartements de voie susmentionnés, mais les interfaces de changement d'écartements de voie nominaux peuvent être différentes. Les procédures d'évaluation établies peuvent également être utilisées.
Železniške naprave - Sistemi in postopki za spremembo tirne širine - 1. del: Sistemi za samodejno spreminjanje širine
Ta evropski standard določa vmesnike in podaja smernice za projektiranje sistemov in postopkov spreminjanja tirne širine, ki zajemajo tudi njihovo oceno za tehnično odobritev, za sisteme za samodejno spreminjanje tirne širine.
Standard je osredotočen na spremembo tirne širine med naslednjimi nominalnimi tirnimi širinami: 1435 mm, 1520 mm, 1524 mm, 1600 mm in 1668 mm.
Ta dokument ni omejen na prej omenjene nominalne tirne širine, vendar so vmesniki za spremembo v/iz drugih nazivnih tirnih širin lahko različni. Mogoče je uporabiti tudi uveljavljene postopke ocenjevanja.
General Information
Standards Content (Sample)
SLOVENSKI STANDARD
SIST EN 17069-1:2019
01-junij-2019
Železniške naprave - Sistemi in postopki za spremembo tirne širine - 1. del:
Sistemi za samodejno spreminjanje širine
Railway applications - Systems and procedures for change of track gauge - Part 1:
Automatic Variable Gauge Systems
Bahnanwendungen - Systeme und Verfahren zur Umspurung - Automatische
Umspursysteme
Applications ferroviaires - Systèmes et procédures de changement d'écartement de voie
- Systèmes à écartement variable automatique
Ta slovenski standard je istoveten z: EN 17069-1:2019
ICS:
45.040 Materiali in deli za železniško Materials and components
tehniko for railway engineering
SIST EN 17069-1:2019 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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SIST EN 17069-1:2019
EN 17069-1
EUROPEAN STANDARD
NORME EUROPÉENNE
April 2019
EUROPÄISCHE NORM
ICS 45.040
English Version
Railway applications - Systems and procedures for change
of track gauge - Part 1: Automatic Variable Gauge Systems
Applications ferroviaires - Systèmes et procédures de Bahnanwendungen - Systeme und Verfahren zur
changement d'écartements de voie - Partie 1 : Umspurung - Teil 1: Automatische Umspursysteme
Systèmes à écartement variable automatique
This European Standard was approved by CEN on 2 December 2018.
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: Rue de la Science 23, B-1040 Brussels
© 2019 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 17069-1:2019 E
worldwide for CEN national Members.
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EN 17069-1:2019 (E)
Contents Page
European foreword . 4
Introduction . 5
1 Scope . 6
2 Normative references . 6
3 Terms and definitions . 7
4 Symbols . 9
5 General requirements . 9
5.1 Running gear dimensions . 9
5.2 Functional requirement. 13
6 Automatic Variable Gauge Systems . 13
6.1 General . 13
6.2 Functional requirements. 13
6.2.1 Running gear . 13
6.2.2 Axle . 14
6.2.3 Wheel . 14
6.2.4 Axle boxes / Bearings . 15
6.2.5 Locking mechanism . 15
6.2.6 Running gear frame . 15
6.2.7 Braking equipment . 16
6.3 Validation and acceptance of the design . 16
6.3.1 General . 16
6.3.2 The validation plan . 17
6.3.3 Technical approval finalisation . 20
6.3.4 Technical file . 21
6.4 Facilities . 22
6.4.1 General conditions . 22
6.4.2 Operation of the gauge changeover facility . 22
6.4.3 Maintenance of gauge changeover facilities . 22
6.4.4 Track layout . 22
6.4.5 Assessment of gauge changeover facilities . 23
6.4.6 Start of operation . 27
Annex A (normative) Interface with trackside Hot Axlebox Detectors (HABD) for nominal
track gauges other than 1 435 mm . 28
Annex B (informative) Recommendations for track layout . 29
B.1 Typical longitudinal profile of track in the surroundings of a gauge changeover
facility . 29
B.2 Shunting track sections . 29
Annex C (informative) Ancillary equipment on gauge changeover facilities and interfaces
with other subsystems . 30
C.1 Infrastructure elements. 30
C.1.1 Pit of the gauge changeover platform . 30
C.1.2 Cover building . 30
C.1.3 Deicing system . 30
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C.1.4 Slab track . 30
C.2 Interfaces with energy subsystem . 30
C.3 Interfaces with control-command and signalling subsystem . 31
C.4 Other ancillary equipment . 31
Annex ZA (informative) Relationship between this European Standard and the Essential
Requirements of EU Directive 2008/57/EC aimed to be covered. 32
Bibliography . 37
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European foreword
This document (EN 17069-1:2019) has been prepared by Technical Committee CEN/TC 256 “Railway
applications”, the secretariat of which is held by DIN.
This document shall be given the status of a national standard, either by publication of an identical text
or by endorsement, at the latest by October 2019, and conflicting national standards shall be withdrawn
at the latest by October 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 has been prepared under a standardization request given to CEN by the European
Commission and the European Free Trade Association, and supports essential requirements of
Directive 2008/57/EC.
For relationship with Directive 2008/57/EC, see informative Annex ZA, which is an integral part of this
document.
According to the CEN-CENELEC Internal Regulations, the national standards organisations of the
following countries are bound to implement this document: 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.
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Introduction
For historical reasons, several track gauges are used on the rail networks in Europe. In order to cross the
borders among these, passengers and goods need to be transferred.
In order to increase comfort of passengers by avoiding transhipments, and to reduce both the risk of
damaging goods and the involved cost of transferring them, several systems and procedures for change
of track gauge have been developed. Nowadays, there are three main possibilities to attain connection
among rail networks with different track gauges:
— automatic variable-gauge systems;
— interchange of complete bogies;
— interchange of complete wheelsets.
The interfaces and the approval methods for such systems were defined in several UIC-leaflets and
national regulations. This document is intended to set all related requirements together in a single
document for automatic variable-gauge systems.
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1 Scope
This document defines the interfaces and gives guidance for the design of systems and procedures for
change of track gauge. It defines also their assessment for technical approval, for the automatic variable-
gauge systems.
The document is focused on the change of track gauge among the following nominal track gauges:
1 435 mm, 1 520 mm, 1 524 mm, 1 600 mm and 1 668 mm.
This document is not limited to the aforementioned nominal track gauges but the interfaces to change
to/from other nominal track gauges can be different. The established assessment procedures can be used
as well.
2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements of this document. For dated references, only the edition cited applies. For
undated references, the latest edition of the referenced document (including any amendments) applies.
EN 12080, Railway applications – Axleboxes - Rolling bearings
EN 12081, Railway applications – Axleboxes – Lubricating greases
EN 12082, Railway applications – Axleboxes – Performance testing
EN 13103-1, Railway applications – Wheelsets and bogies – Part 1: Design method for axles with external
journals
EN 13260, Railway applications – Wheelsets and bogies – Wheelsets – Product requirements
EN 13261, Railway applications – Wheelsets and bogies – Axles – Product requirements
EN 13262, Railway applications – Wheelsets and bogies – Wheels – Product requirements
EN 13749, Railway applications – Wheelsets and bogies – Method of specifying the structural requirements
of bogie frames
EN 13979-1, Railway applications – Wheelsets and bogies – Monobloc wheels – Technical approval
procedure – Part 1: Forged and rolled wheels
EN 14363, Railway applications – Testing and Simulation for the acceptance of running characteristics of
railway vehicles – Running Behaviour and stationary tests
EN 15273-1, Railway applications – Gauges – Part 1: General – Common rules for infrastructure and rolling
stock
EN 15273-2, Railway applications – Gauges – Part 2: Rolling stock gauge
EN 15437-1, Railway applications – Axlebox condition monitoring – Interface and design requirements –
Part 1: Track side equipment and rolling stock axlebox
EN 15437-2, Railway applications – Axlebox condition monitoring – Interface and design requirements –
Part 2: Performance and design requirements of on-board systems for temperature monitoring
EN 15551, Railway applications – Railway rolling stock – Buffers
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EN 15663, Railway applications – Vehicle reference masses
EN 15827, Railway applications – Requirements for bogies and running gears
EN 15839, Railway applications – Testing for the acceptance of running characteristics of railway vehicles –
Freight wagons – Testing of running safety under longitudinal compressive forces
EN 15877-1, Railway applications – Marking on railway vehicles – Part 1: Freight wagons
EN 50126-1, Railway applications – The specification and demonstration of Reliability, Availability,
Maintainability and Safety (RAMS) – Part 1: Basic requirements and generic process
EN 50126-2, Railway Applications – The Specification and Demonstration of Reliability, Availability,
Maintainability and Safety (RAMS) – Part 2: Systems Approach to Safety
CLC/TR 50126-3, Railway applications – The specification and demonstration of Reliability, Availability,
Maintainability and Safety (RAMS) – Part 3: Guide to the application of EN 50126-1 for rolling stock RAM
EN 50153, Railway applications – Rolling stock – Protective provisions relating to electrical hazards
3 Terms and definitions
For the purposes of this document, the following terms and definitions apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
• IEC Electropedia: available at http://www.electropedia.org/
• ISO Online browsing platform: available at http://www.iso.org/obp
3.1
nominal track gauge
single value which identifies the track gauge, but may differ from the design track gauge
Note 1 to entry: Definition in addition to the EN 15273 series. As example 1 435 mm.
3.2
gauge changeover technology
set of systems and devices specifically designed to perform the automatic gauge changeover process on
certain types of compatible rolling stock fitted with variable-gauge running gear
3.3
automatic variable-gauge running gear
specific type of running gear designed to automatically switch between different track gauges when
passing through a gauge changeover facility
Note 1 to entry: This process does not involve the removal or assembly of any component of the running gear.
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3.4
non-rotating axle
axle fixed to bogie frame, that does not rotate and during the service, the wheel can freely-rotate, and
lateral movement between wheels and axle is not possible
Note 1 to entry: Only during the automatic gauge changeover process, the wheels can move laterally to reach the
corresponding track gauge position.
3.5
rotating axle
axle not fixed to bogie frame, during service wheels rotate together with the axle and lateral movement
between wheels and axle is not possible
Note 1 to entry: Only during the automatic gauge changeover process, lateral movements are possible to reach
the corresponding track gauge position.
3.6
automatic gauge changeover process
automatic change of track gauge in variable-gauge running gear, consisting at least of the following
phases:
— unlocking of the rolling elements;
— displacement of the rolling elements while variable-gauge running gear is in the gauge changeover
platform;
— safe locking of the rolling elements in their new position
3.7
gauge changeover facility
facility where the automatic gauge changeover process is performed when passed through by trains at a
given speed
Note 1 to entry: It includes the gauge changeover platform along with all ancillary systems that may be required
to prepare the train for the automatic gauge changeover process (e.g. deicing system) and those for sheltering, if
any.
3.8
gauge changeover platform
core element of a gauge changeover facility in which all systems directly related to change of track gauge
for variable-gauge running gear are installed
3.9
multi-mode gauge changeover facility
gauge changeover facility where several gauge changeover technologies are implemented and thus more
than one mode of change is allowed
3.10
mode of change
configuration of a multi-mode gauge changeover facility for a specific gauge changeover technology
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3.11
area of a gauge changeover facility
area between the signals of entrance and exit of a gauge changeover facility, including the gauge
changeover facility itself as well as switches and crossings of shunting track sections
3.12
surroundings of a gauge changeover facility
track section before and after the area of a gauge changeover facility, the considered external limits of
which are the entrance and exit signals of main tracks
3.13
nominal passage speed
vehicle speed during the changeover process at which both the gauge changeover facility and the
variable-gauge running gear are designed
Note 1 to entry: Nominal passage speed depends on the gauge changeover technology.
4 Symbols
For the purposes of this document, the following symbols apply.
Table 1 — Symbols
Symbol Designation
a Back to back dimension
1
a Front-to-front dimension
2
e Thickness of flange
h Height of flange
qR Face of the flange
d Wheel diameter
Y Lateral position of the centre of the target area
TA
W Lateral width in mm of the target area
TA
L Longitudinal length in mm of the target area
TA
Y Lateral position of the centre of the prohibitive zone
PZ
W Lateral width in mm of the prohibitive zone
PZ
L Longitudinal length in mm of the prohibitive zone
PZ
NOTE Symbols given in Table 1 come from EN 15313 and EN 15437-1.
5 General requirements
5.1 Running gear dimensions
Running gear shall comply with minimum and maximum values in Tables 2 and 3 and Tables 4 and 5 for
any service condition. For 1 435 mm nominal track gauge, the values which are given in Tables 2 and 3
and Tables 4 and 5 are the same as in EN 15313.
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Table 2 — Limit values for front-to-front and back-to-back dimensions for freight wagons
Designation Wheel diameter Minimum value Maximum value
d [mm] [mm] [mm]
330 ≤ d ≤ 760 1 415 1 426
Front-to-front dimension (a )
2
760 < d ≤ 840 1 412 1 426
a = a + e + e
2 1 1 2
d > 840 1 410 1 426
1 435 mm
330 ≤ d ≤ 760 1 359 1 363
Back to back dimension (a ) 760 < d ≤ 840 1 358 1 363
1
d > 840 1 357 1 363
400 ≤ d < 840 1 492 1 514
Front-to-front dimension (a )
2
a = a + e + e
2 1 1 2
d ≥ 840 1 487 1 514
1 524 mm
400 ≤ d < 840 1 444 1 448
Back to back dimension (a )
1
d ≥ 840 1 442 1 448
Front-to-front dimension (a )
2
690 ≤ d ≤ 1 016 1 573 1 592
a = a + e + e
2 1 1 2
1 600 mm
Back to back dimension (a ) 690 ≤ d ≤ 1 016 1 521 1 526
1
a
330 ≤ d < 840 1 659
1 648
Front-to-front dimension (a )
2
a = a + e + e
2 1 1 2
a
840 ≤ d ≤ 1 250 1 659
1 643
1 668 mm
330 ≤ d < 840 1 592 1 596
Back to back dimension (a )
1
840 ≤ d ≤ 1 250 1 590 1 596
e and e are the thicknesses of each wheel.
1 2
a
Two-axle wagons with axle load up to 22,5 t the value shall be taken as 1 651 mm.
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Table 3 — Limit values for front-to-front and back-to-back dimensions for rolling stock other
than freight wagons
Designation Wheel diameter Minimum value Maximum value
d [mm] [mm] [mm]
330 ≤ d ≤ 760 1 415 1 426
Front-to-front dimension
(a )
2
760 < d ≤ 840 1 412 1 426
a = a + e + e
2 1 1 2
d > 840 1 410 1 426
1 435 mm
330 ≤ d ≤ 760 1 359 1 363
Back to back dimension
760 < d ≤ 840 1 358 1 363
(a )
1
d > 840 1 357 1 363
Front-to-front dimension
(a )
2 400 ≤ d < 1 220 1 487 1 509
a = a + e + e
2 1 1 2
1 520 mm
Back to back dimension
400 ≤ d < 1 220 1 437 1 443
(a )
1
Front-to-front dimension 400 ≤ d < 725 1 506 1 509
(a )
2
d ≥ 725 1 487 1 514
a = a + e + e
2 1 1 2
1 524 mm
400 ≤ d < 725 1 444 1 446
Back to back dimension
(a )
1
d ≥ 725 1 442 1 448
Front-to-front dimension
(a )
2
690 ≤ d ≤ 1 016 1 573 1 592
a = a + e + e
2 1 1 2
1 600 mm
Back to back dimension
690 ≤ d ≤ 1 016 1 521 1 526
(a )
1
Front-to-front dimension 330 ≤ d < 840 1 648 1 659
(a )
2
840 ≤ d ≤ 1 250 1 643 1 659
a = a + e + e
2 1 1 2
1 668 mm
330 ≤ d < 840 1 592 1 596
Back to back dimension
(a )
1
840 ≤ d ≤ 1 250 1 590 1 596
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Table 4 — Limit values for wheel flange and rim for freight wagons
Designation Wheel diameter Minimum Value Maximum Value
[mm]
[mm] [mm]
Width of the rim d ≥ 330 133 140
330 ≤ d ≤ 760 27,5 33
Thickness of flange (e) 760 < d ≤ 840 25 33
d > 840 22 33
1 435 mm
330 ≤ d ≤ 630 31,5 36
Height of flange (h) 630 < d ≤ 760 29,5 36
d > 760 27,5 36
Face of the flange qR d ≥ 330 6,5 -
Width of the rim d ≥ 400 134 140
400 ≤ d ≤ 760 27,5 33
Thickness of flange (e) 760 < d ≤ 840 25 33
d > 840 22 33
1 524 mm
400 ≤ d ≤ 630 31,5 36
Height of flange (h) 630 < d ≤ 760 29,5 36
d > 760 27,5 36
Face of the flange qR d ≥ 400 6,5 -
Width of the rim 690 ≤ d ≤ 1 016 137 139
Thickness of flange (e) 690 ≤ d ≤ 1 016 26 33
1 600 mm
Height of flange (h) 690 ≤ d ≤ 1 016 28 38
Face of the flange qR 690 ≤ d ≤ 1 016 6,5 -
Width of the rim d ≥ 330 133 140
330 ≤ d ≤ 840 27,5 33
Thickness of flange (e)
a
d > 840 33
22
1 668 mm
330 ≤ d ≤ 630 31,5 36
Height of flange (h) 630 < d ≤ 760 29,5 36
d > 760 27,5 36
Face of the flange qR d ≥ 330 6,5 -
a
Other values may be used. For instance 25 mm in Spain.
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Table 5 — Limit values for wheel flange and rim for rolling stock other than freight wagons
Designation Wheel diameter Minimum Value Maximum Value
[mm] [mm] [mm]
Width of the rim d ≥ 330 133 145
330 ≤ d ≤ 760 27,5 33
Thickness of flange (e) 760 < d ≤ 840 25 33
d > 840 22 33
330 ≤ d ≤ 630 31,5 36
Height of flange (h) 630 < d ≤ 760 29,5 36
d > 760 27,5 36
Face of the flange qR d ≥ 330 6,5 -
5.2 Functional requirement
The design of the earthing system shall comply with EN 50153.
The requirements regarding electrical resistance as set out in EN 13260 shall be applied. If necessary,
specific electrical installation can be mounted.
Vehicles fitted with variable-gauge systems shall fulfil EN 15273-1 and EN 15273-2.
6 Automatic Variable-Gauge Systems
6.1 General
The functionality of the system shall be defined at the design stage, together with its main features
(e.g. how forces are received and transferred) in order to set an appropriate assessment methodology.
6.2 Functional requirements
6.2.1 Running gear
Vehicles fitted with variable-gauge running gear should be capable of being operated with no restrictions
due to the special features of their running gear.
Vehicles equipped with variable-gauge running gear shall be able to negotiate curves with a radius of
150 m when coupled into a train.
Individual wagons shall be able to negotiate curves with a radius of 75 m. Wagons intended to be
operated between the 1 435 mm and 1 520 mm track gauge systems shall be able to negotiate curves
with a radius of 60 m either when empty or loaded.
In order to identify the variable-gauge running gear, rules for marking, as set out in EN 15877-1, shall be
applied to all types of vehicles and nominal track gauges.
NOTE The referred standard was originally intended for wagons only.
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For the design of the variable-gauge system, the following points shall be considered:
— suitable combinations shall be chosen in order to avoid frictional corrosion on sliding surfaces
between axle body and wheel hub. Protection against corrosion and dirt of the locking system and
bearing surfaces for axial movement of wheels shall be taken into account;
— vehicles shall be designed to be lifted without dismounting their running gear;
— it should be possible to fit and remove wheelsets with the equipment for lifting and exchange that is
normally used for standard wheelsets;
— reprofiling of wheels should not require any equipment other than that for standard wheelsets;
— checks on wheelset geometry shall be possible and integrity should be possible by using existing
equipment for measuring and testing.
6.2.2 Axle
Depending on the technology, two main types of axles can be distinguished: rotating axles and non-
rotating axles with freely rotating wheels.
Validation of axles shall be documented in a validation plan according to EN 15827:
— Rotating axles:
• methods for calculation as set out in EN 13103-1 shall be applied according to the design of the
system. Requirements from EN 13261 shall also be considered;
NOTE In these cases, the validation plan identifies that EN 13103-1 and EN 13261 are fulfilled and no further
assessment is necessary.
• when design is out of the scope of EN 13103-1, the calculation should follow as far as possible
the methods and load systems provided for in this document. Requirements from EN 13261 shall
be considered when applicable.
— Non-rotating axles with freely rotating wheels:
• non-rotating axles with freely rotating wheels are not subject to rotating bending stresses. In
addition, the number of cycles and the range of dynamic forces that non-rotating axles shall
withstand are much lower. They shall, therefore, be considered as a part of the running gear
frame to be calculated and approved according to EN 13749.
6.2.3 Wheel
Wheels shall comply with EN 13979-1 and EN 13262. When these standards do not apply due to the use
of other type of technology, they should be considered at least as
...
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