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eLibrary > 23/30430183 DC BS EN 15273-1. Railway applications. Gauges - Part 1. General. Common rules for infrastructure and rolling stock and Infrastructure >

23/30430183 DC BS EN 15273-1. Railway applications. Gauges - Part 1. General. Common rules for infrastructure and rolling stock and Infrastructure, 2023

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23/30430183 DC BS EN 15273-1. Railway applications. Gauges - Part 1. General. Common rules for infrastructure and rolling stock and Infrastructure, 2023

30430183-NC.pdf
41_e_stf (1).pdf [Go to Page]
Introduction
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviations [Go to Page]
4.1 Common symbols
4.2 Specific symbols for absolute and comparative gauging processes
5 Approaches to gauging [Go to Page]
5.1 Railway gauging processes
5.2 How to use prEN 15273 series
5.3 Choosing a defined gauge or a gauging process [Go to Page]
5.3.1 Interoperability between Railway Undertaking and Infrastructure Manager
5.3.2 Defined gauging methods
5.3.3 Absolute gauging process
5.3.4 Comparative gauging process
6 Elements involved in a gauging process [Go to Page]
6.1 General diagram in the lateral direction
6.2 General diagram in the vertical direction
7 Gauges and gauging process [Go to Page]
7.1 Defined gauges by calculation [Go to Page]
7.1.1 Basic elements of the defined gauges
7.1.2 Reference profile and associated rules
7.2 Absolute and comparative gauging process [Go to Page]
7.2.1 General
7.2.2 Absolute gauging process [Go to Page]
7.2.2.1 General
7.2.2.2 Clearance to infrastructure
7.2.2.3 Passing clearances (clearance between vehicles on adjacent tracks)
7.2.2.4 Electrical clearances
7.2.3 Comparative gauging process
Annex A (normative)Specific considerations for the classic calculations of defined gauges [Go to Page]
A.1 In the lateral direction [Go to Page]
A.1.1 Geometric overthrow due to the bogie
A.1.2 Geometric overthrow due to the carbody
A.1.3 Clearance between wheelsets and body
A.1.4 Clearance between the wheelsets and the track
A.1.5 Roll [Go to Page]
A.1.5.1 General
A.1.5.2 Quasi-static roll
A.1.5.3 Vehicle dissymmetry
A.1.5.4 Roll due to oscillations generated by the irregularities of the track
A.1.5.5 Roll due to the cross-level error
A.1.6 Lateral displacement of the track
A.2 In the vertical direction [Go to Page]
A.2.1 Geometric overthrow
Annex B (normative)Defined kinematic gauges [Go to Page]
B.1 General
B.2 In the lateral direction [Go to Page]
B.2.1 Inside the kinematic reference profile [Go to Page]
B.2.1.1 Taking into account the clearance between wheelset and track
B.2.1.2 Taking into account the roll effect
B.2.1.3 Accounting for the lateral displacements
B.2.1.4 Maximum construction gauge
B.2.2 Outside the kinematic reference profile [Go to Page]
B.2.2.1 Quasi-static roll effect
B.2.2.2 Lateral mandatory margin
B.2.2.3 Lateral maintenance margin
B.2.2.4 Additional lateral infrastructure margin
B.2.2.5 Accumulation of the lateral margins into allowances
B.3 In the vertical direction [Go to Page]
B.3.1 Inside the kinematic reference profile [Go to Page]
B.3.1.1 Taking into account roll effect
B.3.1.2 Taking into account the vertical displacements
B.3.1.3 Maximum construction gauge
B.3.2 Outside the kinematic reference profile [Go to Page]
B.3.2.1 Taking into account the vertical displacements
B.3.2.2 Rolling stock gauge
B.3.2.3 Infrastructure gauge
B.4 Pantograph gauge [Go to Page]
B.4.1 General principle
B.4.2 In the lateral direction [Go to Page]
B.4.2.1 Elements to take into account in the lateral direction
B.4.2.2 Inside the pantograph reference profile
B.4.2.3 Outside the pantograph reference profile
B.4.3 In the vertical direction [Go to Page]
B.4.3.1 Elements to take into account in the vertical direction
B.4.3.2 General illustration
B.5 Lower parts
B.6 Wheel and rail area [Go to Page]
B.6.1 General
B.6.2 Zone swept by the wheel [Go to Page]
B.6.2.1 Reference profile for the sections located between the wheelsets
B.6.2.2 Reference profile for the sections located beyond the wheelsets
B.6.2.3 Agreement
B.6.3 Position of the check-rails
B.7 Contact ramps [Go to Page]
B.7.1 General
B.7.2 For the infrastructure
B.7.3 For the rolling stock
B.8 Stopping devices
B.9 Marshalling hump [Go to Page]
B.9.1 General convention
B.9.2 Track brakes installed close to the marshalling humps [Go to Page]
B.9.2.1 General cases
B.9.2.2 Rules to be observed by the infrastructure
B.9.2.3 Rules to be observed by the Railway Undertaking
B.10 Access to ferries [Go to Page]
B.10.1 General Principle
B.10.2 Passing over link spans onto ferries
Annex C (normative)Defined static gauges [Go to Page]
C.1 General
C.2 In the lateral direction [Go to Page]
C.2.1 Inside the static reference profile [Go to Page]
C.2.1.1 Taking into account the lateral displacements
C.2.1.2 Generic formula
C.2.2 Outside the static reference profile
C.3 In the vertical direction [Go to Page]
C.3.1 Inside the static reference profile
Annex D (normative)Defined dynamic gauges [Go to Page]
D.1 General
D.2 In the lateral direction [Go to Page]
D.2.1 Inside the dynamic reference profile [Go to Page]
D.2.1.1 General
D.2.1.2 Taking into account the lateral displacements
D.2.1.3 Taking into account the roll effect
D.2.2 Outside the dynamic reference profile [Go to Page]
D.2.2.1 Lateral quasi-static roll
D.2.2.2 Lateral mandatory margin
D.2.2.3 Lateral maintenance margin
D.2.2.4 Additional lateral infrastructure margin
D.3 In the vertical direction [Go to Page]
D.3.1 Inside the dynamic reference profile [Go to Page]
D.3.1.1 Taking into account roll effect
D.3.1.2 Taking into account the vertical displacements
D.3.2 Outside the dynamic reference profile [Go to Page]
D.3.2.1 Taking into account vertical displacements
D.3.2.2 Infrastructure gauge
D.4 Pantograph area [Go to Page]
D.4.1 General principle
D.4.2 In the lateral direction [Go to Page]
D.4.2.1 Inside the reference profile
D.4.2.2 Outside the reference profile
D.4.3 In the vertical direction [Go to Page]
D.4.3.1 Inside the reference profile
D.4.3.2 Outside the reference profile
D.5 Lower parts [Go to Page]
D.5.1 General
D.5.2 Wheel and rail area [Go to Page]
D.5.2.1 General
D.5.2.2 Zone swept by the wheel
D.5.2.3 Position of the check-rails
D.5.3 Stopping devices
D.5.4 Marshalling hump
D.5.5 Access to ferries
Annex E (normative)The absolute gauging process [Go to Page]
E.1 Brief background
E.2 Basic principles [Go to Page]
E.2.1 General
E.2.2 Gauging compatibility
E.2.3 Generic throw calculation for absolute and comparative process
E.3 Elements of the gauging process [Go to Page]
E.3.1 Lateral direction [Go to Page]
E.3.1.1 Accumulation diagram
E.3.1.2 Lateral clearance
E.3.2 Vertical direction [Go to Page]
E.3.2.1 Accumulation diagram
E.3.2.2 Vertical clearance
E.3.3 Passing clearances (Clearance between vehicles on adjacent tracks) [Go to Page]
E.3.3.1 Accumulation diagram
E.3.3.2 Passing clearance
E.3.4 Clearance categories
E.3.5 Electrical clearances
E.3.6 Pantograph sway
E.3.7 Electrification compatibility [Go to Page]
E.3.7.1 General
E.3.7.2 Pantograph gauges
E.3.7.3 Benchmark sway values
E.3.7.4 Pantograph swept envelopes
E.3.8 Cross-level variation
Annex F (normative)The comparative gauging process [Go to Page]
F.1 Background
F.2 Basic principles [Go to Page]
F.2.1 General
F.2.2 Gauging compatibility
F.2.3 Computer simulation
F.3 Gauging process [Go to Page]
F.3.1 Virtual route
F.3.2 Swept envelope calculation
F.3.3 Comparison of swept envelopes
Annex G (informative)Compatibility between static and kinematic defined gauges
Annex H (normative)Steps for access and egress – Location and gaps with platform [Go to Page]
H.1 General
H.2 For the rolling stock [Go to Page]
H.2.1 Principles
H.2.2 Location inside an area
H.2.3 Maximum gaps
H.2.4 Checking of horizontal location
H.2.5 Horizontal location inside an area
H.2.6 Maximum horizontal gap
H.2.7 Checking of vertical location
H.2.8 Vertical location inside an area
H.2.9 Maximum vertical gap
H.3 Conventional platform position [Go to Page]
H.3.1 General case
H.3.2 For rolling stock dedicated to run on specific national infrastructure
H.4 Conventional gaps
Annex ZA (informative)Relationship between this European Standard and the Essential Requirements of EU Directive (EU) 2016/797 aimed to be covered [Go to Page]

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