oSIST prEN 16286-1:2023
(Main)Railway applications - Gangway systems between vehicles - Part 1: Main applications
Railway applications - Gangway systems between vehicles - Part 1: Main applications
This European Standard defines the technical and safety requirements applicable to gangway systems used in all railway vehicles such as tram, tram trains, coaches, metro, suburban, main line and high speed trains that carry passengers. A gangway system gives comfortable passage from one vehicle to the other and consists of a flexible component which allows relative movement between vehicles.
It also defines:
- the requirements for the safety for passengers and/or staff in the gangway while the train is running;
- the assessment methods as well as pass/fail criteria for gangways installed on vehicles.
Bahnanwendungen - Übergangssysteme zwischen Fahrzeugen - Teil 1: Hauptanwendungen
Applications ferroviaires - Systèmes d'intercirculation entre véhicules - Partie 1: Applications générales
Železniške naprave - Prehodni sistemi med vozili - 1. del: Glavne vrste uporabe
General Information
Relations
Standards Content (Sample)
SLOVENSKI STANDARD
oSIST prEN 16286-1:2023
01-april-2023
Železnice - Prehodni sistemi med vozili - 1. del: Glavne vrste uporabe
Railway applications - Gangway systems between vehicles - Part 1: Main applications
Bahnanwendungen - Übergangssysteme zwischen Fahrzeugen - Teil 1:
Hauptanwendungen
Applications ferroviaires - Systèmes d'intercirculation entre véhicules - Partie 1:
Applications générales
Ta slovenski standard je istoveten z: prEN 16286-1
ICS:
45.060.01 Železniška vozila na splošno Railway rolling stock in
general
oSIST prEN 16286-1:2023 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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oSIST prEN 16286-1:2023
DRAFT
EUROPEAN STANDARD
prEN 16286-1
NORME EUROPÉENNE
EUROPÄISCHE NORM
February 2023
ICS 45.060.20 Will supersede EN 16286-1:2013
English Version
Railway applications - Gangway systems between vehicles
- Part 1: Main applications
Applications ferroviaires - Systèmes d'intercirculation Bahnanwendungen - Übergangssysteme zwischen
entre véhicules - Partie 1: Applications générales Fahrzeugen - Teil 1: Hauptanwendungen
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, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Türkiye 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: Rue de la Science 23, B-1040 Brussels
© 2023 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 16286-1:2023 E
worldwide for CEN national Members.
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Contents Page
European foreword . 4
Introduction . 6
1 Scope . 7
2 Normative references . 7
3 Terms and definitions . 8
3.1 nominal geometric dimensions . 8
3.2 relative movements of the vehicles . 10
3.3 vehicle connection types . 13
3.4 types of gangway systems . 15
4 Abbreviated terms . 16
5 General. 16
5.1 Description of the system . 16
5.2 Environmental resistance . 16
6 Vehicle body coordinate system . 16
7 Technical requirements . 17
7.1 General. 17
7.2 Weight . 17
7.3 Geometry . 17
7.3.1 Outer gangway dimensions . 17
7.3.2 Clearway . 17
7.3.3 Clearway for wheelchairs . 18
7.3.4 Length. 20
7.3.5 Steps and ramps . 20
7.4 Relative movements . 21
7.5 Load requirements . 22
7.5.1 General. 22
7.5.2 Vertical load applied to floor system . 22
7.5.3 Dynamic loads on gangway system and fixation . 23
7.5.4 Horizontal load . 23
7.5.5 Aerodynamic loads . 23
7.5.6 Pressure tightness . 23
7.6 Water tightness. 23
7.7 Crash behaviour . 24
7.8 Earthing . 24
7.9 Vandalism . 24
7.10 Fire resistance . 24
7.11 Acoustic requirements . 24
7.12 Thermal insulation . 24
7.13 Lifetime . 24
7.14 Handrails. 24
7.15 Other requirements . 25
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8 Interfaces with the vehicle . 25
8.1 General . 25
8.2 Mechanical interfaces . 25
8.3 Adjoining components . 27
8.3.1 General . 27
8.3.2 Vehicle connections . 27
8.3.3 Gangway doors and separating elements . 28
8.3.4 Tail and head lights . 28
9 Testing . 28
9.1 Weight measurement . 28
9.2 Movement test . 28
9.3 Wheelchair and service trolley test . 34
9.4 Pressure tightness test . 34
9.5 Water tightness test . 35
9.6 Acoustic measurements . 36
9.7 Endurance test . 36
10 Maintenance . 36
10.1 General . 36
10.2 Installation . 36
10.3 Operational handling . 36
10.4 Cleaning of a gangway . 36
10.5 Removal of graffiti . 37
10.6 Repair instructions . 37
Annex A (informative) Rubber tube gangways . 38
A.1 General . 38
A.2 Construction requirements . 38
Annex B (informative) Interconnecting gangways for coaches travelling at speeds of up to
200 km/h on high-speed lines with tunnel sections . 42
Annex C (informative) Endurance test parameters and test criteria . 43
C.1 General . 43
C.2 Pass/fail criteria . 44
C.2.1 Bellows . 44
C.2.2 Mechanical components (e.g. end frames, centre frames, floor system, side and
ceiling panels) . 45
Annex ZA (informative) Relationship between this European Standard and the Essential
requirements of Directive (EU) 2016/797 aimed to be covered . 46
Bibliography . 48
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European foreword
This document (prEN 16286-1:2023) 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 16286-1:2013.
prEN 16286-1:2023 includes the following significant technical changes with respect to
EN 16286-1:2013:
— Scope has been modified and adopted to current wording of EN 17343;
— Normative references have been updated;
— Terms and definitions have been revised;
— 7.3.1 “Outer gangway dimensions” has been revised;
— 7.3.2 “Clearway” has been revised;
— 7.3.3 “Clearway for wheelchairs” has been revised;
— 7.3.5 “Steps and ramps” has been revised;
— 7.4 “Relative movements” has been revised;
— 7.5.2 “Vertical load applied to floor system” has been revised;
— 7.5.5 “Aerodynamic loads” has been revised;
— New subclause 7.14 “Handrails” has been added;
— 9.2 “Movement test” has been revised;
— 9.3 “Wheelchair and service trolley test” has been revised;
— 9.5 “Water tightness” has been revised;
— New subclause 9.7 “Endurance test” has been added;
— New subclause 10.6 “Repair instructions” has been added;
— Annex A has been and changed to “informative”;
— New informative Annex C “Endurance test parameters and test criteria” has been added;
— Update of Annex ZA.
This series of European Standards EN 16286, Railway applications — Gangway systems between vehicles,
consists of the following parts:
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— Part 1: Main applications
— Part 2: Acoustic measurements
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
EU Directive(s)/Regulation(s).
For relationship with EU Directive(s)/Regulation(s), see informative Annex ZA, which is an integral part
of this document.
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Introduction
The railway system requires technical rules for train concepts with flexible connections which allow
passage from one vehicle to the next vehicle (or between vehicle modules). This document describes
main requirements for the design and validation of gangway systems.
The requirements set out in this document are based on long-term existing practices and procedures
developed and currently in use by railway undertakings and industry. The application of these systems
has changed over the years.
For many years the majority of gangway systems consisted of rubber tubes pressed together when
coaches were coupled. This solution was standardized in UIC leaflet 561:1991 with the aim to
reconfigure train sets. Main requirements of this leaflet have been incorporated in this document as
Annex A.
UIC Leaflet 561:1991 was the only reference document available, but did not cover project specific
solutions, which have been developed for each train set; for example, for multiple units, metros or
tramways. The aim of EN 16286-1 is to close this gap and to cover the complete range of gangway
systems.
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1 Scope
This document defines the technical and safety requirements applicable to gangway systems used in
heavy rail and urban rail vehicles that are designed to allow passengers or staff to move between
adjacent vehicles.
It also defines
— the requirements for the safety for passengers and/or staff in the gangway while the train is
running,
— the assessment methods as well as pass/fail criteria for gangways installed on vehicles.
NOTE Some requirements in this document may not be applicable for gangways designed for use by staff
only.
This document is not intended to define requirements for articulation systems which can be an integral
part of gangway systems.
This document is not applicable for rubber tube gangways and interconnecting gangways for coaches
travelling at speeds of up to 200 km/h on high-speed lines with tunnel sections. Information about
these types of gangway systems are given in Annex A and Annex B.
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 12663-1:2010+A1:2014, Railway applications - Structural requirements of railway vehicle bodies -
Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons)
EN 14067-5:2021, Railway applications — Aerodynamics — Part 5: Requirements and test procedures for
aerodynamics in tunnels
EN 15663:2017+A1:2018, Railway applications - Vehicle reference masses
prEN 16286-2:2022, Railway applications — Gangway systems between vehicles — Part 2: Acoustic
measurements
prEN 16585-3:2022, Railway applications — Design for PRM use — Equipment and components on board
rolling stock — Part 3: Clearways and internal doors
EN 45545 (all parts), Railway applications — Fire protection on railway vehicles
EN 50125-1:2014, Railway applications - Environmental conditions for equipment - Part 1: Rolling stock
and on-board equipment
EN ISO 6946:2017, Building components and building elements - Thermal resistance and thermal
transmittance - Calculation methods (ISO 6946:2017, Corrected version 2021-12)
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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 geometric dimensions
NOTE Nominal dimensions are defined on straight level track, vehicle suspension in nominal condition, and
mass of the vehicle in the “as built” condition (dead mass), as defined in EN 15663.
3.1.1
length
distance between the vehicle-connection surfaces of a gangway with the coupler or articulation at the
nominal position
3.1.2
width
distance between lateral inner face of the passage
Note 1 to entry: The width is often measured at shoulder height.
Note 2 to entry: See Figure 1.
3.1.3
horizontal clearway
unobstructed distance between lateral inner faces of the gangway at floor level
Note 1 to entry: See Figure 1.
Note 2 to entry: The horizontal clearway may be reduced above the floor level provided it maintains the
minimum dimensions in 7.3.2.
3.1.4
vertical clearway
unobstructed distance between gangway floor level to the top of the passage (panel, ceiling, etc.)
Note 1 to entry: See Figure 1.
3.1.5
outer gangway width
overall outer width of the gangway
Note 1 to entry: See Figure 1.
3.1.6
outer gangway height
overall outer height of the gangway
Note 1 to entry: See Figure 1.
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3.1.7
gangway floor height
distance between floor level of the gangway and top of the rail
Note 1 to entry: See Figure 1.
3.1.8
reference point
intersection of floor level with vehicle centre plane at the vehicle end
Key
1 horizontal clearway 6 outer gangway height
2 width 7 gangway floor height
3 vertical clearway 8 top of the rail
4 skirts, inner panel, etc. 9 centre plane
5 outer gangway width 10 reference point
Figure 1 — Design example
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3.2 relative movements of the vehicles
NOTE Real relative movements of the vehicles typically consist of any combination of the movements defined
in 3.2.1 up to and including 3.2.7.
3.2.1
longitudinal displacement
deflection of the length of the gangway in longitudinal direction on track
Note 1 to entry: Longitudinal displacement is the increase or decrease of the nominal length, see Figure 2.
Note 2 to entry: Longitudinal displacement is generated, for example, by buff and draw of the connected coupling
system.
Key
1 nominal length
2 compressed length xb
3 extended length xd
Figure 2 — Longitudinal displacement
3.2.2
vertical displacement
z
vertical distance between reference point of vehicle 1 and reference point of vehicle 2
Note 1 to entry: See Figure 3.
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Key
1 vehicle 1
2 vehicle 2
3 reference points
z vertical displacement
Figure 3 — Vertical displacement
3.2.3
lateral displacement
y
lateral distance between reference point of vehicle 1 and reference point of vehicle 2
Note 1 to entry: See Figure 4.
Key
1 vehicle 1
2 vehicle 2
3 reference points
y lateral displacement
Figure 4 — Lateral displacement
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3.2.4
yaw angle
α
z
angle between the vehicle ends measured around z-axis
Note 1 to entry: See Figure 5
Key
1 vehicle 1
2 vehicle 2
α yaw angle
z
Figure 5 — Yaw angle
3.2.5
pitch angle
α
y
negative or positive angle between vehicle ends, measured around the y-axis
Note 1 to entry: See Figure 6.
a) negative angle (concave) b) positive angle (convex)
Key
1 vehicle 1
2 vehicle 2
αy pitch angle
Figure 6 — Pitch angle
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3.2.6
roll angle
α
x
rotation around the longitudinal x-axis (roll centre) that defines the angle between vehicle centre
plane 1 and vehicle centre plane 2
Note 1 to entry: See Figure 7.
3.2.7
roll centre height
h
vertical distance from top of rail to the roll centre
Note 1 to entry: See Figure 7.
Key
h roll centre height
α roll angle
x
Figure 7 — Roll angle
3.3 vehicle connection types
3.3.1
vehicle connection by coupling system
vehicle connection where the relative movements of vehicles are influenced by more than one pivot
point
3.3.2
vehicle connection by articulation
vehicle connection where the relative movements of vehicles are influenced by one pivot point
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3.4
gangway system
flexible assembly between adjacent rail vehicles or vehicle segments designed to allow transit from one
rail vehicle to another
Note 1 to entry: Such gangway systems are often simply called gangway.
Note 2 to entry: In this document the term “vehicle” is used for “rail vehicle” and “rail vehicle segment” as defined
in EN 17343.
[SOURCE: EN 17343:2020, 3.1.7.2, modified – Note 1 to entry and Note 2 to entry added.]
3.4.1
typical parts of a gangway system
3.4.1.1
bellows
articulating environmental envelope surrounding the passageway which comprises the bellows fabric
and bellows frames
Note 1 to entry: This can also describe the flexible elements of a rubber tube gangway.
3.4.1.1.1
bellows fabric
flexible material which enables the movements of the bellows and which provides protection against
external environmental conditions
Note 1 to entry: Typically made by a laminate which comprises fabric and elastomer layers.
3.4.1.1.2
bellows frame
intermediate mechanical structure which provides stability in shape and which is connected to the
bellows fabric
Note 1 to entry: This is also called clamp, crimp or hoop.
3.4.1.1.3
skirts
projections from the inner sidewall above floor level preventing formation of gapping hazards
3.4.1.2
end frame
mechanical structure which connects the bellows to the carbody structure
Note 1 to entry: This is also called screw-on frame, mounting frame, couple frame.
Note 2 to entry: The end frame can consist of two individual frames in case of latching requirement.
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3.4.1.3
centre frame
intermediate mechanical structure which provides stability in shape and which is connected to the
bellows typically providing a higher stiffness and a larger cross-section than a bellows frame
Note 1 to entry: A centre frame is typically located in central position of the bellows (in the direction of the x-axis)
and can be supported, e.g. by the coupler.
Note 2 to entry: The centre frame can consist of two individual frames in case of latching requirement.
3.4.1.4
floor system
floor structure capable of carrying passengers and staff and accommodating relative movements
between vehicles
Note 1 to entry: This is also called tread plate, bridge plate, rubber bridge system, turntable or chain bridge.
3.4.1.5
side panel
vertical cover of the inner sidewall
3.4.1.6
ceiling panel
horizontal cover of the inner prone surface
3.4 types of gangway systems
3.5.1
intermediate gangway system
gangway system, which is located between vehicles of a dedicated train set
3.5.2
front end gangway system
gangway system, which is located on a vehicle end with driver's cab of a dedicated train set
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4 Abbreviated terms
For the purposes of this document, the following abbreviated terms apply.
DP depot position = movement position under depot condition
HVAC heating, ventilation and air conditioning
MSP maximum service position = movement position under maximum operational service
condition (100 % of movement values in accordance with Table 1 and in accordance with
Table 2 (I))
M-I vehicle category “high speed and long distance units” in accordance with
EN 15663:2017+A1:2018
M-II vehicle category “passenger vehicl
...
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