ДСТУ EN 15273-1:2022 Залізничний транспорт. Колія. Частина 1. Загальні положення. Загальні правила для інфраструктури та рухомого складу (EN 15273-1:2013+A1:2016, IDT)



ДСТУ EN 15273-1:2022
(EN 15273-1:2013+A1:2016, IDT)

 Залізничний транспорт. Колія. Частина 1. Загальні положення.
Загальні правила для інфраструктури та рухомого складу

 

 
   
 
Не є офіційним виданням.
Офіційне видання розповсюджує національний орган стандартизації
(ДП «УкрНДНЦ» http://uas.gov.ua)

Contents

European Foreword

Introduction

1 Scope

2 Normative references

3 Terms and definitions

4 Symbols and abbreviations

5 Specific considerations for determination of parameters

5.1 Geometric overthrow

5.1.1 Geometric overthrow between the vehicle body

5.1.2 Additional geometric overthrow due to the bogies

5.2 Flexibility coefficient

5.3 Dissymmetry

5.4 Clearance between the wheelsets and the track

5.5 Additional overthrow

5.6 Roll centre

6 Gauges and gauging methods

6.1 General

6.1.1 Introduction

6.1.2 Static gauge

6.1.3 Kinematic gauge

6.1.4 Dynamic gauge

6.1.5 Uniform structure gauge

6.1.6 Gauges and interoperability

6.1.7 Illustration and comparison of static and kinematic gauges in the transverse direction

6.1.8 Illustration of the dynamic gauge

6.2 Other gauging methods: General

6.3 Absolute gauging method

6.4 Comparative gauging method

7 Elements involved in the determination of a gauge

7.1 Introduction

7.2 General

7.2.1 In the transverse direction

7.2.2 In the vertical direction

7.3 Detailed analysis of the details to be shared between rolling stock and infrastructure depending of the method of determination of each of the gauges

7.3.1 In the transverse direction

7.3.2 In the vertical direction

7.3.3 Contact ramps

7.3.4 Rail and rail brake zone

8 Pantograph gauge

8.1 Pantograph kinematic gauge

8.1.1 General principle

8.1.2 Elements to be taken into account by the infrastructure

8.1.3 For the rolling stock

8.2 Pantograph dynamic gauge

8.2.1 Values taken into account by the rolling stock

8.2.2 Values taken into account by the infrastructure

Annex A (normative) Catalogue of gauges

A.1 Static gauges

A.2 Kinematic gauges

A.3 Dynamic gauges

A.4 Uniform gauges

Annex B (normative) Reference profiles and associated rules for static gauges

B.1 Static gauges G1 and G2

B.1.1 Upper parts of static gauges G1 and G2

B.1.2 Lower parts of static gauges GI1 and GI2

B.2 Static gauges GA, GB and GC

B.2.1 Lateral part

B.2.2 Static reference profiles for the upper parts

B.2.3 Associated rules

B.3 Static gauge GB1 and GB2

B.3.1 Lateral part

B.3.2 Static reference profiles for the upper parts

B.3.3 Associated rules

B.4 Static gauges OSJD

B.4.1 General comment

B.4.2 Static reference profiles for the upper parts

B.4.3 Associated rules

B.4.4 Static reference profiles for the lower parts

B.5 Static gauge FIN 1

B.5.1 General comment

B.5.2 Static reference profile for the upper parts

B.5.3 Associated rules

B.5.4 Position of the platforms

B.6 Spanish static gauges GHE16, GEA16, GEB16, GEC16, GEE10 and GED10

B.6.1 Reference profiles for static gauges

B.6.2 Basic rules

Annex C (normative) Reference profiles and associated rules for kinematic gauges

C.1 Kinematic gauges G1 and G2

C.1.1 Upper part of gauges G1 and G2

C.1.2 Gauges of the lower parts of GI1, GI2

C.1.3 Taking the roll into account

C.1.4 Vertical geometric overthrow downwards and vertical allowance of the infrastructure

C.2 Kinematic gauges GA, GB, and GC

C.2.1 Lateral part

C.2.2 Kinematic reference profiles for the upper parts

C.2.3 Associated rules

C.3 Kinematic gauges GB1 and GB2

C.3.1 Lateral part

C.3.2 Kinematic reference profiles for the upper parts

C.3.3 Associated rules

C.4 Kinematic gauge GI3

C.4.1 Upper parts

C.4.2 Reference profile for the lower parts

C.4.3 Associated rules

C.5 Kinematic gauge FR3.3

C.5.1 Lateral part

C.5.2 Kinematic reference profile for upper parts

C.5.3 Associated rules

C.6 Kinematic gauges BE1, BE2 and BE3

C.6.1 Lateral part

C.6.2 Kinematic reference profiles for the upper parts

C.6.3 Associated rules

C.6.4 Kinematic reference profiles for the lower parts

C.7 Kinematic gauges NL1 and NL2

C.7.1 Reference profiles of kinematic gauges NL1 and NL2

C.7.2 Associated rules

C.8 Kinematic gauges PTb, PTb+ and PTc

C.8.1 Lateral part

C.8.2 Associated rules

C.8.3 Taking the roll into account

C.8.4 Vertical geometric overthrow upwards and vertical allowance of the infrastructure

C.8.5 Kinematic reference profiles for the lower parts

C.8.6 Vertical geometric overthrow downwards and vertical allowance of the infrastructure

C.9 Kinematic gauge DE1

C.9.1 General

C.9.2 Kinematic reference profiles

C.9.3 Associated rules

C.9.4 Taking the roll into account

C.9.5 Vertical geometric overthrow downwards and vertical allowance of the infrastructure

C.10 Kinematic gauge DE2

C.10.1 General

C.10.2 Kinematic reference profiles

C.10.3 Associated rules

C.10.4 Taking the roll into account

C.10.5 Vertical geometric overthrow downwards and vertical allowance of the infrastructure

C.11 Kinematic gauge DE3

C.11.1 Kinematic reference profiles

C.11.2 Associated rules

C.12 Spanish kinematic gauges GHE16, GEA16, GEB16, GEC16, GEC14, GEE10 and GED10

C.12.1 Reference profiles for kinematic gauges

C.12.2 Associated rules

Annex D (normative) Reference profiles and associated rules for dynamic gauges

D.1 General

D.2 Dynamic gauge SEa and SEc

D.2.1 Dynamic reference profile SEa

D.2.2 Dynamic reference profile SEc

D.2.3 Associated rules

Annex E (normative) Uniform gauges

E.1 General information on gauges GUC, GU1, GU2 and Z-GCD

E.2 Uniform gauge GU1

E.2.1 General

E.2.2 Basic data

E.3 Uniform gauge Z -GCD

E.3.1 Uniform reference profile

E.3.2 Basic data

Annex F (normative) Specific rules in the vertical direction

F.1 General

F.2 Passing over link spans onto ferries

F.3 Marshalling humps

F.3.1 Convention for gauges in groups G1, G2, GA, GB, GB1, GB2, GC, FR3.3, BE1, BE2, BE3, GHE16, GEA16, GEB16, GEC16, GEC14, GEE10 AND GED10, etc.

F.3.2 Other agreements

Annex G (normative) Rules relating to pantographs

G.1 Catalogue of standard heads

G.2 Reference vehicle parameters

G.3 Electrical insulating allowances

G.4 Characteristics of the collection system

G.5 Specific cases

G.5.1 Pantograph gauges linked to gauges BE1, BE2 and BE3, 3kV network

G.5.2 Pantograph gauges linked to gauges BE1, BE2 and BE3, 25 kV network

Annex H (normative) Rules relating to access steps and platform installation

H.1 Actual and conventional gap between step and platform: general

H.2 Actual and conventional gap between step and platform: position of the platforms

H.2.1 Actual position of the platforms

H.3 Conventional position of the platforms

H.4 Actual and conventional gap between step and platform: position of the steps

Annex I (informative) Widening of the vehicles according to the possibilities offered by the infrastructure

I.1 General

I.2 Possible gain on the track centre side

I.2.1 Basic principle

I.2.2 Application

I.3 Possible gain on the structure side

Annex J (normative) Application of the probability theory in conjunction with the limit values taking into account the oscillations and dissymmetry in the determination of allowance M1

J.1 General

J.2 Reminder of some principles of the probability theory

J.3 Taking into account oscillations and dissymmetry in the determination of allowance M1

J.3.1 General

J.3.2 Additional comments

Annex K (informative) A-deviations

Bibliography