BS EN 50119:2020
$215.11
Railway applications. Fixed installations. Electric traction overhead contact lines
Published By | Publication Date | Number of Pages |
BSI | 2020 | 112 |
This document applies to overhead contact line systems in heavy railways, light railways, trolley buses and industrial railways of public and private operators. This document applies to new installations of overhead contact line systems and for the complete renewal of existing overhead contact line systems. This document contains the requirements and tests for the design of overhead contact lines, requirements for structures and their structural calculations and verifications as well as the requirements and tests for the design of assemblies and individual parts. This document does not provide requirements for ground level conductor rail systems (see Figure 1).
PDF Catalog
PDF Pages | PDF Title |
---|---|
2 | undefined |
9 | 1 Scope 2 Normative references |
13 | 3 Terms, definitions, symbols and abbreviations |
26 | 4 Fundamental design data 4.1 General |
27 | 4.2 Line characteristics 4.3 Electrical power system design |
28 | 4.4 Vehicle characteristics 4.5 Current collectors 4.6 Environmental conditions 4.7 Design life |
29 | 5 System requirements 5.1 Design of electrical system 5.1.1 General 5.1.2 Temperature rise in conductors |
30 | 5.1.3 Clearances between live equipment and earth |
32 | 5.1.4 Clearances between adjacent live AC contact lines of differing voltage phases |
33 | 5.2 Design of current collection systems 5.2.1 General 5.2.2 Elasticity and its variation |
34 | 5.2.3 Vertical movement of contact point 5.2.4 Wave propagation velocity 5.2.5 Quality of current collection 5.2.5.1 General |
35 | 5.2.5.2 Contact forces |
36 | 5.2.5.3 Contact losses 5.3 Mechanical design of tensioned contact wire loads 5.3.1 Permissible tensile stress σw 5.3.2 Maximum temperature Ktemp |
37 | 5.3.3 Allowable wear Kwear 5.3.4 Wind loads Kwind 5.3.5 Ice loads Kice |
38 | 5.3.6 Efficiency and accuracy of tensioning devices Keff 5.3.7 Termination fittings Kclamp 5.3.8 Joints Kjoint 5.4 Mechanical design of catenary wire loads 5.4.1 Permissible tensile loading Fw 5.4.2 Maximum temperature Ktemp |
39 | 5.4.3 Wind loads Kwind 5.4.4 Ice loads Kice 5.4.5 Efficiency and accuracy of tensioning device Keff |
40 | 5.4.6 Termination fittings Kclamp 5.4.7 Additional vertical load Kload 5.5 Mechanical design of other stranded conductors 5.6 Mechanical design of solid wires 5.7 Mechanical design of ropes of non-conducting materials 5.7.1 General 5.7.2 Permissible tensile loading Fw 5.7.3 Wind loads Kwind 5.7.4 Ice loads Kice 5.7.5 Termination clamps Kclamp |
41 | 5.7.6 Vertical loads Kload 5.7.7 Minimum bending radius Kradius 5.8 Suspension systems 5.9 Tensioning systems for flexible overhead contact lines 5.10 Geometry of flexible overhead contact line equipment 5.10.1 Lateral deviation of contact wire |
42 | 5.10.2 Uplift 5.10.3 Variation in contact wire height |
43 | 5.10.4 Contact wire height 5.10.4.1 General |
45 | 5.10.4.2 Minimum contact wire height 5.10.4.3 Minimum design contact wire height 5.10.4.4 Nominal contact wire height 5.10.4.5 Maximum design contact wire height 5.10.5 Tolerances of lateral contact wire position |
46 | 5.10.6 Span length 5.11 Contact line arrangement above turnouts and crossings 5.12 Overlap arrangements |
47 | 5.13 Specific requirements for overhead contact lines for trolleybus systems 5.13.1 General 5.13.2 Line characteristics |
48 | 5.13.3 Vehicle characteristics |
49 | 5.13.4 Current collector system 5.13.5 Static contact forces 5.13.6 Trolleybus in the vicinity of tramways 5.14 Tolerances and limits |
50 | 6 Structures and Foundations 6.1 Basis of design 6.1.1 General 6.1.2 Basic requirements |
51 | 6.1.3 Design with regard to structural limit states 6.1.4 Classification of actions |
52 | 6.1.5 Reliability levels 6.1.6 Models for structural analysis and resistance 6.1.7 Design values and verification methods |
53 | 6.1.8 Wall anchors |
54 | 6.2 Actions on overhead contact line systems 6.2.1 Introduction 6.2.2 Permanent loads 6.2.3 Variable loads 6.2.4 Wind loads 6.2.4.1 General 6.2.4.2 Peak velocity pressure 6.2.4.3 Wind forces on conductors |
55 | 6.2.4.4 Wind forces on insulators and other line fittings 6.2.4.5 Wind forces on cross spans and cantilevers 6.2.4.6 Wind forces on lattice structures |
57 | 6.2.4.7 Wind forces on poles 6.2.5 Ice loads 6.2.6 Combined wind and ice loads |
58 | 6.2.7 Temperature effects 6.2.8 Construction and maintenance loads 6.2.9 Accidental loads |
59 | 6.2.10 Special actions 6.3 Types of structures and related load cases 6.3.1 Load cases and load combinations 6.3.1.1 General requirements 6.3.1.2 Load case A: Loads at minimum temperature 6.3.1.3 Load case B: Maximum wind loads |
60 | 6.3.1.4 Load case C: Ice loads 6.3.1.5 Load case D: Combined action of wind and ice loads 6.3.1.6 Load case E: Construction and maintenance loads 6.3.1.7 Load case F: Accidental loads 6.3.2 Type of structures and application of load cases 6.3.2.1 General |
61 | 6.3.2.2 Cantilevers |
62 | 6.3.2.3 Head spans 6.3.2.4 Rigid cross span structures (cross beams, portals) 6.3.2.5 Suspension structures 6.3.2.6 Curve pull-off structures 6.3.2.7 Midpoint anchor structures 6.3.2.8 Midpoint structures 6.3.2.9 Poles or structures for head span or rigid cross span structures |
63 | 6.3.2.10 Structures for horizontal catenary wire arrangements 6.3.2.11 Tensioning structures 6.3.2.12 Structures with additional conductors 6.3.2.13 Overhead contact line structures carrying additional overhead power lines 6.3.2.14 Anchor structure 6.3.2.15 Structure foundations 6.3.3 Partial factors for actions 6.3.3.1 General |
64 | 6.3.3.2 Permanent actions 6.3.3.3 Variable actions, wind and ice loads 6.3.3.4 Accidental loads 6.3.3.5 Construction and maintenance loads |
65 | 6.4 Design of structures and cross span supports 6.4.1 Analysis of internal forces and moments 6.4.2 Analysis of resistance 6.4.3 Material partial factors 6.4.4 Verification of resistance |
66 | 6.4.5 Verification of serviceability 6.4.6 Material for structures 6.4.7 Corrosion protection and finishes |
67 | 6.5 Foundations 6.5.1 General 6.5.2 Design of foundations 6.5.3 Calculation of actions |
68 | 6.5.4 Geotechnical design 6.5.4.1 Basis of design |
69 | 6.5.4.2 Geotechnical design by calculation |
70 | 6.5.4.3 Load tests and tests on experimental models 6.5.4.4 Geotechnical design by prescriptive measures 6.5.5 Structural design 6.5.6 Partial factors for foundations |
71 | 6.5.7 Verification of stability 6.5.8 Calculation of displacements 6.5.9 Materials for foundations |
72 | 6.5.10 Structural details 6.5.11 Protection against corrosion and weathering 6.5.12 Electrical design |
73 | 6.5.13 Installation of foundations 7 Assembly and Component requirements 7.1 General 7.1.1 Design life 7.1.2 Component identification 7.1.3 Corrosion and erosion |
74 | 7.2 Supporting assemblies 7.3 Contact wire 7.4 Other conductors and ropes 7.5 Tensioning devices |
75 | 7.6 Mechanical midpoints 7.6.1 General 7.6.2 Catenary wire fixed points 7.6.3 Contact wire fixed points 7.7 Droppers 7.7.1 Mechanical requirements |
76 | 7.7.2 Electrical requirements 7.8 Clamps and fittings 7.8.1 Mechanical requirements 7.8.2 Electrical requirements 7.9 Electrical connectors |
77 | 7.10 Insulators 7.10.1 General requirements 7.10.2 Mechanical requirements 7.10.3 Insulator surface |
78 | 7.11 Sectioning devices 7.11.1 General 7.11.2 Mechanical requirements 7.11.3 Electrical requirements 7.12 Disconnectors and drives |
79 | 7.13 Protection devices 7.13.1 Covers and obstacles 7.13.2 Surge protection and voltage limiting devices 7.14 Specific components for trolleybus systems 7.14.1 General 7.14.2 Turnouts and crossings 7.14.2.1 Mechanical requirements 7.14.2.2 Electrical requirements |
80 | 7.15 Automatic earthing and short-circuiting equipment 7.16 Monitoring devices 8 Testing 8.1 Testing of components and assemblies – general |
81 | 8.2 Supporting assemblies 8.2.1 Type test 8.2.1.1 Coverage 8.2.1.2 Material verification 8.2.1.3 Verification of dimension and visual examination 8.2.1.4 Functional test |
84 | 8.2.1.5 Mechanical load capacity test |
85 | 8.2.1.6 Heat cycling tests (Electrical tests) |
90 | 8.2.2 Sample test 8.2.2.1 Number of test specimens 8.2.2.2 Selecting the test specimens and repeat tests |
91 | 8.2.2.3 Material verification 8.2.2.4 Verification of dimensions and visual examination 8.2.2.5 Functional test 8.2.2.6 Tensile test 8.2.2.7 Evaluation of the test for components 8.2.2.8 Evaluation of the test for clamps |
92 | 8.2.3 Routine test 8.3 Contact wires 8.4 Other conductors 8.5 Tensioning devices 8.5.1 Tests required 8.5.2 Type tests for tensioning devices with balance weights 8.5.2.1 Tensile test 8.5.2.2 Dynamic test |
93 | 8.5.2.3 Efficiency test |
94 | 8.5.3 Type tests for tensioning device without balance weight 8.5.3.1 Tensile and dynamic tests 8.5.3.2 Efficiency tests 8.6 Mechanical midpoints 8.7 Droppers 8.7.1 Tests required 8.7.2 Mechanical fatigue test |
96 | 8.7.3 Mechanical tests 8.8 Clamps, splices and other fittings 8.9 Electrical connectors 8.9.1 General 8.9.2 Mechanical fatigue tests |
97 | 8.10 Insulators |
98 | 8.11 Sectioning devices 8.11.1 Type test 8.11.1.1 General 8.11.1.2 Mechanical tests 8.11.1.3 Electrical tests 8.11.2 Field test |
99 | 8.11.3 Sample verification 8.11.4 Routine tests 8.12 Disconnectors and drives 8.13 Surge arresters and voltage limiting devices 8.14 Specific components for trolleybus systems 8.15 System test 8.15.1 Demonstration of conformity |
100 | 8.15.2 Acceptance tests and verification 8.15.3 Commissioning tests |
101 | 9 Minimum documentation 9.1 General 9.2 System specification 9.3 Basic design 9.4 Installation design 9.5 Installation and maintenance |
102 | Annex A (informative)Structural details |
103 | Annex B (informative)Information on geotechnical soil investigation and soil characteristics |
104 | Annex C (informative)Overhead contact line for electric trucks C.1 General C.2 Line characteristics C.3 System characteristics |
105 | C.4 Electric polarity of contact wires C.5 Power supply voltage C.6 Vehicle characteristics C.7 Current collector characteristics |
106 | C.8 Contact forces |
107 | Annex ZZ(informative)Relationship between this European Standard and the Essential Requirements of EU Directive 2016/797/EU aimed to be covered |