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BSI 23/30430183 DC:2023 Edition

BSI 23/30430183 DC:2023 Edition

$24.66

BS EN 15273-1. Railway applications. Gauges – Part 1. General. Common rules for infrastructure and rolling stock and Infrastructure

Published By Publication Date Number of Pages
BSI 2023 130
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PDF Catalog

PDF Pages PDF Title
1 30430183-NC.pdf
3 41_e_stf (1).pdf
9 Introduction
10 1 Scope
2 Normative references
3 Terms and definitions
20 4 Symbols and abbreviations
4.1 Common symbols
30 4.2 Specific symbols for absolute and comparative gauging processes
34 5 Approaches to gauging
5.1 Railway gauging processes
5.2 How to use prEN 15273 series
35 5.3 Choosing a defined gauge or a gauging process
5.3.1 Interoperability between Railway Undertaking and Infrastructure Manager
36 5.3.2 Defined gauging methods
38 5.3.3 Absolute gauging process
39 5.3.4 Comparative gauging process
6 Elements involved in a gauging process
6.1 General diagram in the lateral direction
40 6.2 General diagram in the vertical direction
41 7 Gauges and gauging process
7.1 Defined gauges by calculation
7.1.1 Basic elements of the defined gauges
43 7.1.2 Reference profile and associated rules
44 7.2 Absolute and comparative gauging process
7.2.1 General
45 7.2.2 Absolute gauging process
7.2.2.1 General
46 7.2.2.2 Clearance to infrastructure
47 7.2.2.3 Passing clearances (clearance between vehicles on adjacent tracks)
48 7.2.2.4 Electrical clearances
7.2.3 Comparative gauging process
51 Annex A (normative)Specific considerations for the classic calculations of defined gauges
A.1 In the lateral direction
A.1.1 Geometric overthrow due to the bogie
A.1.2 Geometric overthrow due to the carbody
52 A.1.3 Clearance between wheelsets and body
A.1.4 Clearance between the wheelsets and the track
53 A.1.5 Roll
A.1.5.1 General
54 A.1.5.2 Quasi-static roll
57 A.1.5.3 Vehicle dissymmetry
58 A.1.5.4 Roll due to oscillations generated by the irregularities of the track
59 A.1.5.5 Roll due to the cross-level error
A.1.6 Lateral displacement of the track
60 A.2 In the vertical direction
A.2.1 Geometric overthrow
62 Annex B (normative)Defined kinematic gauges
B.1 General
64 B.2 In the lateral direction
B.2.1 Inside the kinematic reference profile
B.2.1.1 Taking into account the clearance between wheelset and track
B.2.1.2 Taking into account the roll effect
65 B.2.1.3 Accounting for the lateral displacements
B.2.1.4 Maximum construction gauge
B.2.2 Outside the kinematic reference profile
B.2.2.1 Quasi-static roll effect
B.2.2.2 Lateral mandatory margin
66 B.2.2.3 Lateral maintenance margin
B.2.2.4 Additional lateral infrastructure margin
67 B.2.2.5 Accumulation of the lateral margins into allowances
B.3 In the vertical direction
B.3.1 Inside the kinematic reference profile
B.3.1.1 Taking into account roll effect
68 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
B.3.2.1 Taking into account the vertical displacements
69 B.3.2.2 Rolling stock gauge
B.3.2.3 Infrastructure gauge
B.4 Pantograph gauge
B.4.1 General principle
70 B.4.2 In the lateral direction
B.4.2.1 Elements to take into account in the lateral direction
71 B.4.2.2 Inside the pantograph reference profile
72 B.4.2.3 Outside the pantograph reference profile
73 B.4.3 In the vertical direction
B.4.3.1 Elements to take into account in the vertical direction
74 B.4.3.2 General illustration
75 B.5 Lower parts
77 B.6 Wheel and rail area
B.6.1 General
B.6.2 Zone swept by the wheel
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
78 B.6.2.3 Agreement
79 B.6.3 Position of the check-rails
B.7 Contact ramps
B.7.1 General
80 B.7.2 For the infrastructure
B.7.3 For the rolling stock
81 B.8 Stopping devices
82 B.9 Marshalling hump
B.9.1 General convention
B.9.2 Track brakes installed close to the marshalling humps
B.9.2.1 General cases
83 B.9.2.2 Rules to be observed by the infrastructure
84 B.9.2.3 Rules to be observed by the Railway Undertaking
86 B.10 Access to ferries
B.10.1 General Principle
B.10.2 Passing over link spans onto ferries
87 Annex C (normative)Defined static gauges
C.1 General
88 C.2 In the lateral direction
C.2.1 Inside the static reference profile
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
C.3.1 Inside the static reference profile
90 Annex D (normative)Defined dynamic gauges
D.1 General
92 D.2 In the lateral direction
D.2.1 Inside the dynamic reference profile
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
D.2.2.1 Lateral quasi-static roll
93 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
D.3.1 Inside the dynamic reference profile
D.3.1.1 Taking into account roll effect
94 D.3.1.2 Taking into account the vertical displacements
D.3.2 Outside the dynamic reference profile
D.3.2.1 Taking into account vertical displacements
95 D.3.2.2 Infrastructure gauge
D.4 Pantograph area
D.4.1 General principle
D.4.2 In the lateral direction
D.4.2.1 Inside the reference profile
96 D.4.2.2 Outside the reference profile
D.4.3 In the vertical direction
D.4.3.1 Inside the reference profile
D.4.3.2 Outside the reference profile
D.5 Lower parts
D.5.1 General
97 D.5.2 Wheel and rail area
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
98 D.5.5 Access to ferries
99 Annex E (normative)The absolute gauging process
E.1 Brief background
E.2 Basic principles
E.2.1 General
100 E.2.2 Gauging compatibility
101 E.2.3 Generic throw calculation for absolute and comparative process
102 E.3 Elements of the gauging process
E.3.1 Lateral direction
E.3.1.1 Accumulation diagram
103 E.3.1.2 Lateral clearance
E.3.2 Vertical direction
E.3.2.1 Accumulation diagram
104 E.3.2.2 Vertical clearance
105 E.3.3 Passing clearances (Clearance between vehicles on adjacent tracks)
E.3.3.1 Accumulation diagram
E.3.3.2 Passing clearance
106 E.3.4 Clearance categories
107 E.3.5 Electrical clearances
E.3.6 Pantograph sway
108 E.3.7 Electrification compatibility
E.3.7.1 General
E.3.7.2 Pantograph gauges
E.3.7.3 Benchmark sway values
109 E.3.7.4 Pantograph swept envelopes
E.3.8 Cross-level variation
110 Annex F (normative)The comparative gauging process
F.1 Background
F.2 Basic principles
F.2.1 General
111 F.2.2 Gauging compatibility
112 F.2.3 Computer simulation
F.3 Gauging process
F.3.1 Virtual route
F.3.2 Swept envelope calculation
113 F.3.3 Comparison of swept envelopes
114 Annex G (informative)Compatibility between static and kinematic defined gauges
118 Annex H (normative)Steps for access and egress – Location and gaps with platform
H.1 General
H.2 For the rolling stock
H.2.1 Principles
H.2.2 Location inside an area
120 H.2.3 Maximum gaps
121 H.2.4 Checking of horizontal location
123 H.2.5 Horizontal location inside an area
H.2.6 Maximum horizontal gap
124 H.2.7 Checking of vertical location
H.2.8 Vertical location inside an area
H.2.9 Maximum vertical gap
125 H.3 Conventional platform position
H.3.1 General case
H.3.2 For rolling stock dedicated to run on specific national infrastructure
128 H.4 Conventional gaps
129 Annex ZA (informative)Relationship between this European Standard and the Essential Requirements of EU Directive (EU) 2016/797 aimed to be covered

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