BSI 23/30430180 DC:2023 Edition

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BS EN 15273-2. Railway applications. Gauges – Part 2. Rolling stock

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BSI	2023	211

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PDF Pages	PDF Title
1	30430180-NC.pdf
3	41_e_stf (3).pdf
15	1 Scope 2 Normative references
16	3 Terms and definitions 4 Symbols and abbreviations 5 Gauges and gauging processes
18	Annex A (normative)Defined kinematic gauges — common rules A.1 General rules A.1.1 Requirements for use of defined kinematic gauges
19	A.1.2 Dimensional tolerances on vehicles A.1.2.1 General principles
20	A.1.2.2 Dimensional checking on a finished vehicle A.1.3 Applicability of this annex
21	A.1.4 Vehicles with non-coincident bogie centre and rotation point A.1.5 Bogie classes
22	A.1.6 Designation of running gear
23	A.2 Determination of the vehicle heights A.2.1 General A.2.2 Determination of the minimum heights above running plane A.2.2.1 General A.2.2.2 Overall reductions to be taken into account to determine the minimum heights above running plane
33	A.2.3 Determination of maximum heights above running plane A.2.3.1 General
34	A.2.3.2 Bending effect of structures A.2.3.3 Suspension extension
35	A.2.3.4 Vertical curves
36	A.3 Determination of the vehicle semi-widths A.3.1 General
37	A.3.2 Quasi-static displacements A.3.2.1 General A.3.2.2 General cases A.3.2.3 Effect of side bearer clearances
38	A.3.2.4 Particular case for the lower parts A.3.3 Lateral reductions – general formulae A.3.3.1 General
39	A.3.3.2 Sections located between the end wheelsets or between the bogie pivots
40	A.3.3.3 Sections located beyond the end wheelsets or beyond the bogie pivots
42	A.3.4 Rules for bottom lines of gauge – shunting devices and contact ramps A.3.4.1 Use of shunting devices on curved tracks
44	A.3.4.2 Contact ramps
46	A.4 Pantograph gauge verification and non-insulated devices on the vehicle’s roof A.4.1 Pantograph gauge verification A.4.1.1 General principles A.4.1.2 Formulae for a pantograph located between the end wheelsets or the bogie pivots (verification with the vehicle at a standstill on canted track)
47	A.4.1.3 Formulae for a pantograph located beyond the end wheelsets or bogie pivots (verification of vehicle in running conditions on track with cant deficiency)
48	A.4.2 Pantographs in lowered position and non-insulated live parts on vehicle’s roof A.4.2.1 Pantographs in lowered position and non-insulated live parts on vehicle’s roof reference profile
49	A.4.2.2 Rules for non-insulated devices on the vehicle roof outside the pantograph reference profile A.4.2.3 Rules for devices on the vehicle roof and pantograph in lowered position inside pantograph reference profile
50	A.5 Wheel zone
53	A.6 Specific rules for doors and steps in the open position A.6.1 General A.6.2 Access doors
54	A.6.3 Movable steps
55	Annex B (normative)Defined kinematic gauges for vehicles with passive tilting systems and vehicles without tilting system intended for operation at higher lateral accelerations B.1 Introduction B.2 Common rules with Annex A
56	B.3 Quasi-static displacements for passive tilting vehicles
58	B.4 Quasi-static displacements for non-tilting vehicle operating with B.5 Pantographs independent of the tilting body system or mounted on a non-tilting vehicle operating with B.5.1 General
59	B.5.2 Pantograph located between the end wheelsets or the bogie pivots B.5.2.1 Verification with vehicle in stationary condition on canted track B.5.2.2 Verification with vehicle operating with cant deficiency:
60	B.5.3 Pantograph located beyond the end wheelsets or the bogie pivots B.6 Rules about devices on the vehicle’s roof and pantographs in lowered position inside the pantograph’s reference profile
61	Annex C (informative)Defined kinematic gauges – Active tilting vehicles and pantograph associated with a re-centering system C.1 Introduction C.2 Risk analysis
62	C.3 Active body tilting method C.4 Lateral reductions C.4.1 Basic formulae C.4.2 Modifications to be made to the formulae for calculating active tilting vehicles
63	C.4.3 Expression for the values of the lateral clearance when the body is tilted
64	C.4.4 Quasi-static displacements C.4.4.1 General C.4.4.2 Expression of for the reductions on the inside of the curve
65	C.4.4.3 Expression of for the reductions on the outside of the curve C.4.5 Other associated rules
66	C.5 Pantographs coupled to the tilting body and/or a pantograph re-centering system C.5.1 General C.5.2 Pantographs with counter-tilting system fixed to the tilting body C.5.2.1 General
67	C.5.2.2 Pantographs located between the end wheelsets or the bogie pivots
68	C.5.2.3 Pantographs located beyond the end wheelsets or the bogie pivots
69	C.5.3 Pantographs having a re-centering system C.5.3.1 General
70	C.5.3.2 Pantographs located between the end wheelsets or the bogie pivots
71	C.5.3.3 Pantographs located beyond the end wheelsets or the bogie pivots
73	Annex D (normative)Defined kinematic gauge – Graphical method D.1 General D.2 Lateral reductions D.2.1 General
74	D.2.2 Determination of lateral displacement D.2.2.1 General D.2.2.2 Description of the coach
76	D.2.2.3 Vehicle on curve
77	D.2.2.4 Clearance between wheelsets and track
78	D.2.2.5 Lateral clearance between wheelset and bogie frame
79	D.2.2.6 Lateral clearance between bogie and body – lateral displacement
81	D.2.2.7 Option – lateral displacement obtained with anamorphosis plotting
82	D.2.3 Determination of lateral displacement
84	D.2.4 Quasi-static displacement D.2.5 Determination of lateral reductions
86	Annex E (normative)Defined kinematic gaugesG1, GI1, GI2, G2, GA, GB, GC, GB1, GB2, GI3, FR 3.3, BE1, BE2, BE3, BE4, PTb, PTb+, PTc, DE1, DE2, DE3, NL1, NL2, GHE16, GEA16, GEB16, GEC16, GEC14, GEE10, GED10, EBVO1, EBVO2, EBVO3, DK1, GCZ3 E.1 Defined kinematic gauges using the same common rules
87	E.2 Gauges for lower parts E.2.1 Common parts
88	E.2.2 Special rules for bottom lines of lower parts
89	E.3 Gauges for upper part
90	E.4 Particular rules E.4.1 Upper parts for gauges DE1 and DE2
91	E.4.2 Gauges BE1, BE2, BE3 and BE4 E.4.2.1 Lower parts E.4.2.2 Pantograph gauge
92	Annex F (normative)Defined static gauges – common rules F.1 General rules F.1.1 General F.1.2 Limitations for the use of defined static gauges F.1.3 Limit for applicability of this Annex depending on the running gear of the vehicle
93	F.2 Determination of the vehicle heights F.2.1 Determination of the minimum heights above running plane F.2.1.1 Minimum heights above the running plane F.2.1.2 Vertical reduction formulae for vertical curves F.2.1.3 Rules for bottom lines of gauge – marshalling humps and embarkation onto ferries F.2.2 Determination of the maximum heights above running plane F.3 Determination of the vehicle semi-widths F.3.1 General
94	F.3.2 Sections located between the end wheelsets or between the bogie pivots F.3.3 Sections located beyond the end wheelsets or beyond the bogie pivots F.3.4 Rules for bottom lines of gauge – use of shunting devices on curved tracks
95	Annex G (normative)Defined static gaugesG1, GI1, GI2, G2, GA, GB, GC, GB1, GB2, GHE16, GEA16, GEB16, GEC16, GEE10, GED 10 G.1 Defined static gauges using the same common rules G.2 Gauges for lower parts G.2.1 Common parts G.2.2 Special rules for bottom lines of lower parts
96	G.3 Gauges for upper parts
97	Annex H (normative)Defined static gauges using other rules – UK, FIN1 H.1 Defined static gauges using other rules H.2 Defined static gauge UK H.3 Defined static gauge FIN1 H.3.1 General H.3.2 Associated rules H.3.2.1 Vertical position of the vehicle H.3.2.2 Lower parts of the rolling stock
98	H.3.2.3 Rolling stock parts close to the wheel flanges H.3.2.4 Rolling stock width H.3.2.5 Movable steps and access doors opening outwards for coaches and multiple units H.3.2.6 Pantographs and non-insulated roof-mounted parts H.3.2.7 Other rules
99	H.3.3 Reduction formulae H.3.3.1 General rules H.3.3.2 Reduction formulae
100	H.3.4 Increase in the minimum height of the lower part of the rolling stock able to pass over marshalling humps and track brakes H.3.5 Increase in the minimum height of the lower part of the rolling stock not-permitted to pass over marshalling humps and track brakes
101	H.3.6 Passage over transitions and humps H.3.6.1 Position of track brakes and other shunting devices H.3.6.2 Running over marshalling hump passing track H.3.7 Gauge of the vehicle lower step H.3.7.1 General
102	H.3.7.2 Requirements for the distance between the step and the platform in the transverse plane H.3.7.3 Gauge check H.3.8 Gauge of outwards opening doors and of fold-down steps for coaches and multiple units H.3.8.1 General
103	H.3.8.2 Requirements for the distance between the door and the fixed equipment in the transverse plane H.3.8.3 Gauge check
104	H.3.9 Pantographs and non-insulated parts
105	Annex I (informative)Defined kinematic gauges and defined static gauges using common rules – Common process I.1 Establishing the formulae to define a maximum construction gauge I.2 Process for defined kinematic gauge using common rules I.2.1 Useful elements I.2.1.1 General I.2.1.2 Reference profile G1 I.2.1.3 Basic data I.2.1.4 Projections I.2.2 Determination of maximum construction gauge heights I.2.2.1 Determination of the minimum heights above running plane of maximum construction gauge
106	I.2.2.2 Determination of the maximum heights above running plane of maximum construction gauge I.2.3 Determination of maximum construction gauge semi-widths I.2.3.1 Determination of quasi-static displacements for each height I.2.3.2 Determination of lateral reductions
108	I.2.4 Maximum construction gauge
109	I.3 Process for defined static gauge using common rules I.3.1 Useful elements I.3.1.1 General
110	I.3.1.2 Reference profile G1 I.3.1.3 Basic data I.3.1.4 Projections I.3.2 Determination of maximum construction gauge heights I.3.2.1 Determination of the minimum heights above running plane of maximum construction gauge I.3.2.2 Determination of the maximum heights above running plane of maximum construction gauge
111	I.3.3 Determination of maximum construction gauge semi-widths – Determination of lateral reductions I.3.4 Maximum construction gauge
113	Annex J (normative)Dynamic gauging using computer simulation tools J.1 Background J.2 Principles J.2.1 General
114	J.2.2 Responsibilities
115	J.2.3 Computer simulation J.2.4 Geometric overthrow J.3 Vehicle simulation model
116	J.4 Model validation J.4.1 General J.4.2 General notes on validation tests
118	J.4.3 Distribution of static wheel forces
119	J.4.4 Assessment of displacement characteristics (sway test) J.4.4.1 Method J.4.4.2 Four-part averages
121	J.4.4.3 Average deviations
122	J.4.4.4 Validation limits J.4.5 Dynamic performance assessment J.4.5.1 Method J.4.5.2 Dynamic ride test J.4.5.3 Evaluation of the dynamic ride test
123	J.4.5.4 Simulation J.4.5.5 Comparison J.5 Track data
124	J.6 Dynamic simulation J.7 Results processing J.8 Create swept envelope
125	Annex K (normative)Defined dynamic gauges – Common rules K.1 General K.1.1 Requirements for use of defined dynamic gauges K.1.2 Dimensional tolerances on vehicles K.1.3 Limit for applicability depending on vehicle configurations
126	K.1.4 Classification of running gear K.1.5 Designation of running gear K.2 Movement calculation by formulae K.2.1 General
127	K.2.2 Calculation of roll movements K.2.2.1 General K.2.2.2 Factors to be taken into account K.2.2.3 Straight track K.2.2.4 Towards the inside of the curve
128	K.2.2.5 Towards the outside of the curve K.2.2.6 Calculation of roll movements for vehicles with passive carbody tilt K.2.3 Calculation of downward movements K.2.3.1 General K.2.3.2 Factors to be taken into account
132	K.2.3.3 Wear displacements K.2.3.4 Structure deformation displacements K.2.3.5 Suspension displacements
133	K.2.3.6 Geometric overthrow when passing over vertical curves K.2.3.7 Geometric overthrow when passing over activated track brakes K.2.3.8 Geometric overthrow when passing over marshalling humps
134	K.2.3.9 Geometric overthrow when passing over ferry ramps K.2.4 Calculation of upward movements K.2.4.1 General K.2.4.2 Factors to be taken into account K.2.4.3 Concave vertical curves
135	K.2.4.4 Convex vertical curves K.2.5 Calculation of lateral movements K.2.5.1 General K.2.5.2 Factors to be taken into account
136	K.2.5.3 Sections located between end wheelsets or bogie pivots
137	K.2.5.4 Sections located beyond end wheelsets or bogie pivots
138	K.2.6 Calculation of pantograph movements
139	K.2.7 Wheel zone K.2.8 Specific rules for doors and steps in the open position K.2.9 Swept envelopes K.3 Movement calculation by simulation K.3.1 General
140	K.3.2 Factors to be taken into account K.3.2.1 Vehicle model
141	K.3.2.2 Parameters to be modelled and simulated K.3.2.3 Load cases
142	K.3.2.4 Run cases K.3.2.5 Track irregularities K.3.3 Simulated movements at the datum point
143	K.3.4 Calculated movements at cross sections K.3.5 Statistical processing K.3.6 Influence of parameters not included in the model K.3.6.1 General
144	K.3.6.2 Calculation of downward movements K.3.6.3 Calculation of upward movements
145	K.3.6.4 Calculation of lateral movements K.3.6.5 Calculation of pantograph movements K.3.6.6 Marshalling humps K.3.6.7 Track brakes
146	K.3.6.8 Ferry ramps K.3.7 Wheel zone K.3.8 Specific rules for doors and steps in the open position K.3.9 Vehicle swept envelopes K.4 Comparison with allowed space
147	K.5 Input data catalogue (informative) K.5.1 General K.5.2 Vehicle data
148	K.5.3 Track and operational data
149	K.5.4 Environmental data
150	Annex L (normative)Defined dynamic gauges SEa, SEc, NO1, NO2 L.1 Defined dynamic gauges – common rules L.2 Gauges L.3 Special rules for bottom lines
154	Annex M (normative)Application of dynamic gauging by simulation and calculation of swept envelopes for use in Absolute and Comparative Gauging M.1 Principles M.2 Provision of data for assessment of compatibility M.3 Creating a simulation model M.3.1 Describing vehicle size and shape M.3.1.1 General
156	M.3.1.2 Vehicle construction tolerances M.3.1.3 Vehicle overall tolerance
157	M.3.1.4 Vehicle measurement tolerances M.3.1.5 Vertical displacements and tolerances M.3.1.6 Taking into accountCamber or sag
158	M.3.2 Constructing the simulation model M.3.2.1 General M.3.2.2 Vehicle conditions M.3.2.3 Masses M.3.2.4 Suspension modelling M.3.2.5 Stiffness
159	M.3.2.6 Dampers M.3.2.7 Air springs
160	M.3.2.8 Anti-roll devices M.3.2.9 Friction M.3.2.10 Active devices M.3.2.11 Inter-vehicle connections M.3.2.12 Suspension component tolerances M.3.2.13 Suspension maintenance allowances
161	M.3.2.14 Suspension failure modes M.4 Model validation M.5 Selection of track data M.5.1 General M.5.2 Track roughness M.5.3 Track irregularities
162	M.5.4 Track quality M.5.5 Track length M.5.6 Initial run-in length M.5.7 Initial input M.6 Simulation methodology M.6.1 General
163	M.6.2 Cant, speed and curve radius: general cases M.6.3 Cant, speed and curve radius: particular cases M.6.4 Application of cant and curve radius M.6.5 Side wind loads
164	M.6.6 Datum positions M.6.6.1 Leading and trailing ends M.6.6.2 Centreline
165	M.7 Results processing
166	M.8 Curving analysis of lateral wheelset movements
167	M.9 Calculating swept envelopes M.9.1 General
168	M.9.2 Input data M.9.2.1 Supplied infrastructure data M.9.2.2 Rolling stock profile information M.9.2.3 Rolling stock suspension and wheelset parameters
169	M.9.3 Calculation of movements due to suspension flexibility M.9.3.1 Calculation of appropriate cant excess and deficiency
170	M.9.3.2 Calculating maximum suspension displacement using two datum points
171	M.9.3.3 Calculating maximum suspension displacement using three datum points
174	M.9.4 Calculating lateral wheelset movements M.9.4.1 Maximum lateral wheelset movements
175	M.9.4.2 Calculating specific lateral wheelset movements
176	M.9.5 Lateral swept envelope calculation summary M.9.6 Vertical swept envelope calculation summary M.9.6.1 Upwards swept envelope calculation summary M.9.6.2 Downwards swept envelope calculation summary
177	M.9.7 Building the swept envelope
178	M.10 Data format for rolling stock models used for absolute gauging — RIS-2773-RST M.10.1 General
179	M.10.2 General – Presentation of rolling stock specific information
180	M.10.3 Cross sections – Presentation of rolling stock profile data
181	M.10.4 Presentation of geometric throw Information
183	M.10.5 Dynamic conditions – presentation of dynamic simulation results
185	M.10.6 Presentation of lateral wheelset movements M.10.7 Rolling stock maintenance and construction tolerances
186	M.11 Defining profiles for candidate vehicles using absolute and comparative gauging swept envelopes (informative) M.11.1 Available methods
187	M.11.2 Required candidate vehicle data M.11.3 Defining profiles for candidate vehicles using comparative methodology M.11.3.1 Background M.11.3.2 Selecting comparator vehicles
188	M.11.3.3 Required vehicle data M.11.3.4 Required infrastructure data M.11.3.5 Comparator vehicle information M.11.3.6 Methodology
190	M.11.4 Defining profiles for candidate vehicles using route template methodology M.11.4.1 Background
191	M.11.4.2 Required vehicle data
192	M.11.4.3 Required infrastructure data M.11.4.4 Methodology
194	M.11.5 Defining profiles for candidate vehicles using base vehicle profile methodology M.11.5.1 Background
195	M.11.5.2 Required vehicle data
196	M.11.5.3 Required infrastructure data M.11.5.4 Methodology
197	M.12 Equipment that requires contact or close proximity to infrastructure
198	M.13 Absolute gauging methodology for pantographs M.13.1 Background M.13.2 Pantograph gauges M.13.3 Comparison of benchmark pantograph sway values
199	M.13.4 Calculation of pantograph swept envelopes M.13.4.1 General
200	M.13.4.2 Calculation of overhead contact line height M.13.4.3 Calculation of pantograph sway M.13.4.4 Calculation of pantograph encroachment
202	M.13.4.5 Constructing the pantograph swept envelope M.13.4.6 Comparative and absolute gauging of pantographs
204	Annex N (normative)List of documents for rolling stock gauge assessmentApplicable for defined kinematic, static and dynamic gauges N.1 New vehicle
205	N.2 Existing vehicle
206	Annex O (informative)A–deviations
208	Annex ZA (informative)Relationship between this European Standard and the Essential Requirements of EU Directive (EU) 2016/797 aimed to be covered

Additional information

Status	Definitive
Pages	211
Publication Date	2023-03-21
Standard Number	23/30430180 DC
Title	BS EN 15273-2. Railway applications. Gauges – Part 2. Rolling stock
Descriptors	Railway coaches, Dimensions, Railway wagons, Profile, Mathematical calculations, Railway vehicles, Railway equipment, Railway vehicle components, Railways, Railway engineering, Railway fixed equipment, Dimensional measurement, Gauges
Publisher	BSI
Committee	RAE/1/-/12
ICS Codes	45.020 - Railway engineering in general

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