ДСТУ EN 13803-1:2015 Залізничний транспорт. Колія. Проектні параметри колії шириною 1435 мм та ширше. Частина 1. Звичайна лінія (EN 13803-1:2010, IDT)

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EN 13803-1:2010

Railway applications - Т rack - Т rack alignment design parameters -
Track gauges 1435 mm and wider - Part 1: Plain line

прийнято як національний стандарт
 методом «підтвердження» за позначенням
 

ДСТУ EN 13803-1:2015
(EN 13803-1:2010,  IDT)

Залізничний транспорт.  Колія. Проектні параметри колії
шириною 1435 мм та ширше. Частина 1. Звичайна лінія

З наданням чинності від 2016-01-01

Contents

Foreword

1 Scope

2 Normative references

3 Terms and definitions

4 Symbols and abbreviations

5 Requirements

5.1 Background

5.1.1 General

5.1.2 Track alignment design parameters

5.1.3 Parameter quantification

5.2 Normal limits and exceptional limits for track alignment design parameters

5.2.1 Radius of horizontal curve R

5.2.2 Cant D

5.2.3 Cant deficiency I

5.2.4 Cant excess E

5.2.5 Cant gradient dD/ds

5.2.6 Rate of change of cant dD/dt

5.2.7 Rate of change of cant deficiency dI/dt

5.2.8 Length of transition curves in the horizontal plane LK 

5.2.9 Length of circular curves and straights between two transition curves Li 

5.2.10 Vertical curves

5.2.11 Radius of vertical curve Rv 

Annex A (informative)  Supplementary information for track alignment design related to shape and length of alignment elements

A.1 General

A.2 Summary of the properties of different transition curves

A.3 Further parameters that may be considered for track alignment curve design and a progressive system of design rules

A.3.1 Symbols and abbreviations

A.3.2 Objectives

A.3.3 Progressive track alignment design

A.3.4 Application

Annex B (informative)  Length of alignment elements (circular curves and straights) between two transition curves Li 

Annex C (informative)  Rules for converting parameter values for track gauges wider than 1435 mm

C.1 Scope

C.2 Symbols and abbreviations

C.3 Basic assumptions and equivalence rules

C.4 Detailed conversion rules

C.4.1 Radius of horizontal curve R1  (5.2.1)

C.4.2 Cant D1  (5.2.2)

C.4.3 Cant deficiency I1  (5.2.3)

C.4.4 Cant excess E1 (5.2.4)

C.4.5 Cant gradient dD1/ds (5.2.5)

C.4.6 Rate of change of cant dD1/dt (5.2.6 of the main body of the standard)

C.4.7 Rate of change of cant deficiency dI1/dt (5.2.7)

C.4.8 Length of transition curves in the horizontal plane LK  (5.2.8)

C.4.9 Other parameters (5.2.9, 5.2.10 and 5.2.11)

Annex D (normative)  Track alignment design parameter limits for track gauges wider than 1435 mm

D.1 Scope

D.2 Requirements for a gauge of 1668 mm

D.2.1 General

D.2.2 Cant D 1 

D.2.3 Cant deficiency I1 

D.2.4 Cant excess E1 

D.2.5 Cant gradient dD1/ds

D.2.6 Rate of change of cant dD1/dt

D.2.7 Rate of change of cant deficiency dI1/dt

D.2.8 Length of circular curves and straights between two transition curves Li1 

D.2.9 Vertical curves

D.2.10 Radius of vertical curve

D.3 Requirements for a gauge of 1524 mm

D.3.1 General

D.3.2 Cant D1 

D.3.3 Cant deficiency I1 

D.3.4 Cant excess E1 

D.3.5 Cant gradient dD1/ds

D.3.6 Rate of change of cant dD1/dt

D.3.7 Rate of change of cant deficiency dI1/dt

D.3.8 Length of circular curves and straights between two transition curves Li1 

D.3.9 Vertical curves

D.3.10 Radius of vertical curve

Annex E (informative)  Track resistance to lateral forces generated by the rolling stock

E.1 Introduction

E.2 The effect of alignment design parameters on lateral forces generated by the rolling stock

E.2.1 Cant deficiency

E.2.2 Cant excess

E.2.3 The lateral strength limit of a track under loading (Prud'homme limit)

E.2.4 Factors influencing the resistance to track lateral displacement

Annex F (informative)  Consequences on track resistance, stress and fatigue resulting from tilting body train systems

F.1 General

F.2 Basic principles applying to tilting body techniques

F.3 Safety requirements

F.3.1 Lateral axle force and track lateral resistance (track lateral shift)

F.3.2 Vehicle overturning

F.3.3 Comfort requirements

Annex G (informative) Constraints and risks associated with the use of exceptional limits

Annex H (informative) Recapitulation of the work carried out by the ORE B 55 Committee – Maximum permissible cant

H.1 Introduction

H.2 Criteria for safety against derailment at low speed through wheel-climbing

H.3 Limits for track twist

H.4 Rules applicable to the design of and checks performed on new vehicles with regard to their capability of coping with track twist values

H.5 List of reports published by the ORE B 55 Committee

Annex I (informative) A-deviation Switzerland

Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC of the European Parliament and of the council of 17 June 2008 on the interoperability of the rail system within the Community

Bibliography