SIST EN 15273-3:2010

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Železniške naprave - Profili - 3. del: Svetli profiliBahnanwendungen - Lichtraum - Teil 3: LichtraumprofileApplications ferroviaires - Gabarits - Partie 3: Gabarit des obstaclesRailway applications - Gauges - Part 3: Structure gauges45.060.01Železniška vozila na splošnoRailway rolling stock in generalICS:Ta slovenski standard je istoveten z:EN 15273-3:2009SIST EN 15273-3:2010en,fr,de01-september-2010SIST EN 15273-3:2010SLOVENSKI
STANDARD



SIST EN 15273-3:2010



EUROPEAN STANDARD NORME EUROPÉENNE EUROPÄISCHE NORM
EN 15273-3
December 2009 ICS 45.020 English Version
Railway applications - Gauges - Part 3: Structure gauges
Applications ferroviaires - Gabarits - Partie 3: Gabarit des obstacles
Bahnanwendungen - Begrenzungslinien - Teil 3: Lichtraumprofile This European Standard was approved by CEN on 3 October 2009.
CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN Management Centre or to any CEN member.
This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION EUROPÄISCHES KOMITEE FÜR NORMUNG
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Avenue Marnix 17,
B-1000 Brussels © 2009 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 15273-3:2009: ESIST EN 15273-3:2010



EN 15273-3:2009 (E) 2 Contents Page Foreword.7 Introduction.8 1 Scope.9 2 Normative references.9 3 Terms and definitions.9 4 Symbols, abbreviations and subscripts.12 4.1 Symbols and abbreviations.12 4.2 Subscripts.17 4.3 Notations.18 5 General information on all the gauging methods.18 5.1 The reference profile and its associated rules.18 5.2 Transverse widening.18 5.2.1 Gauge variations depending on the local situation.18 5.2.2 Random transverse phenomena.19 5.3 Superelevation and lowering perpendicular to the running surface.20 5.3.1 Introduction.20 5.3.2 Vertical superelevation or lowering for longitudinal profile transition curves.20 5.3.3 Vertical effect of the roll.21 5.3.4 Uplift.22 5.3.5 Vertical random phenomena.22 5.4 Additional allowances.22 5.5 Gauge types.23 5.5.1 Gauge methodologies.23 5.5.2 Structure gauge types.23 5.5.3 Uniform gauge.24 5.6 Gauge choice.24 5.6.1 Gauge and methodology choice.24 5.6.2 Structure gauge choice.25 5.6.3 Taking account of the allowances.25 5.6.4 Gauge catalogue.25 6 Rules for determination of the static gauge.26 6.1 General.26 6.2 Associated rules.26 6.3 Determination of the sum of allowances SSSS.27 6.3.1 Transverse allowances.27 6.3.2 Vertical allowances for random phenomena.28 7 Rules for determination of the kinematic gauge.29 7.1 General.29 7.2 Associated rules.29 7.3 Transverse allowances for random phenomena.30 7.3.1 Phenomena considered.30 7.3.2 Determination of the sum of transverse allowances SSSSj.30 7.4 Vertical allowances for random phenomena.31 7.4.1 Phenomena considered.31 7.4.2 Determination of the sum of vertical allowances SSSSV.31 8 Rules for determination of the dynamic gauge.31 8.1 General.31 SIST EN 15273-3:2010



EN 15273-3:2009 (E) 3 8.2 Associated rules.32 8.3 Transverse allowances for random phenomena.32 8.3.1 Phenomena considered.32 8.3.2 Determination of the sum of allowances SSSSj.32 8.4 Vertical allowances for random phenomena.33 8.4.1 Phenomena considered.33 8.4.2 Determination of the sum of vertical allowances SSSSV.33 9 Distance between track centres.34 9.1 General.34 9.2 Determination of the limit distance between track centres.34 9.2.1 Introduction.34 9.2.2 Effect of cant difference DDDDbddddD.35 9.2.3 Allowances to take into account random phenomena.36 9.2.4 Determination.37 9.3 Determination of the nominal distance between track centres.38 9.3.1 Introduction.38 9.3.2 Determination.38 10 Elements of variable layout.39 10.1 Introduction.39 10.1.1 Calculation principle.39 10.1.2 Characteristics of a layout transition.39 10.1.3 Gauge variations.40 10.2 Layout transition.40 10.2.1 Sudden change of curvature.40 10.2.2 Smooth transition of curvature.41 10.3 Crossing of a turnout.42 10.3.1 Introduction.42 10.3.2 Additional overthrow variations.43 10.3.3 Quasi-static effect variations.44 10.3.4 Result.44 11 Determination of the pantograph free passage gauge.45 11.1 General.45 11.1.1 Space to be cleared for electrified lines.45 11.1.2 Particularities.45 11.1.3 Basic principles.45 11.2 Determination of the pantograph free passage mechanical gauge (in the case of the kinematic gauge).46 11.2.1 Determination of the mechanical gauge width.46 11.2.2 Determination of the maximum height heff of the mechanical gauge.49 11.3 Pantograph electrical gauge (in the case of the kinematic gauge).49 11.3.1 Introduction.49 11.3.2 Pantograph electrical gauge width.49 11.3.3 Electrical gauge height.50 11.3.4 Insulating distance.50 11.4 Determination of the pantograph gauge in the case of the dynamic gauge.50 12 Overhead contact wire.51 13 Rules for installation of platform edges.52 13.1 General.52 13.2 Gaps blac and hlac.53 13.3 Installation dimensions.55 13.3.1 Installation relative to the running surface.55 13.3.2 Installation relative to the horizontal (xq, yq).55 13.3.3 Installation tolerances.56 13.4 Verification and tolerances.56 14 Tilting trains.56 14.1 General.56 SIST EN 15273-3:2010



EN 15273-3:2009 (E) 4 14.2 Transition curve.57 14.3 Degraded modes.58 15 Rules for ferries.58 16 Track accessories.58 16.1 Introduction.58 16.2 Contact ramps.59 16.3 Active check rails.59 16.4 Planking of level crossings.59 16.5 Electric third rail.59 16.6 Rail brakes.59 17 Verification and maintenance of the gauge.60 17.1 Structure gauge.60 17.2 Distance between centres.60 18 Guide for determination of a new gauge from an existing infrastructure.60 Annex A (normative)
Calculation methodology for structure gauge allowances.61 A.1 Introduction.61 A.2 Formulation in the case of the static or kinematic gauge.61 A.2.1 For the installation nominal gauge.61 A.2.2 For the installation limit gauge.62 A.2.3 Limit gauge.64 A.2.4 For the installation nominal distance between centres.64 A.2.5 For the installation limit distance between centres.65 A.2.6 For the limit distance between centres.65 A.2.7 For the pantograph gauge.65 A.3 Formulation in the case of the dynamic gauge.66 A.3.1 General.66 A.3.2 For the installation nominal gauge.66 A.3.3 For the installation limit gauge.66 A.3.4 Limit gauge.67 A.3.5 For the installation nominal distance between centres.68 A.3.6 For the installation limit distance between centres.68 A.3.7 For the limit distance between centres.69 A.3.8 For the pantograph gauge.69 Annex B (informative)
Recommended values for calculation of the structure gauge and calculation examples.70 B.1 Recommendations for coefficients.70 B.2 Examples of kinematic calculation.71 B.2.1 Limit gauge and installation limit gauge.71 B.2.2 Nominal, installation limit and limit distances between centres.72 B.2.3 Pantograph gauge.73 Annex C (normative)
International gauges G1, GA, GB and GC.80 C.1 General.80 C.1.1 Application.80 C.1.2 Gauge types.80 C.1.3 Parameters and common rules.80 C.1.4 Calculation of distance between centres.81 C.1.5 Pantograph free passage gauge.81 C.1.6 Gauge parts.81 C.2 Gauge for the upper parts (h > 400 mm).82 C.2.1 Gauge G1.82 C.2.2 Gauges GA and GB.83 C.2.3 Gauge GC.84 C.3 Lower parts (h ££££ 0,400 m).85 C.3.1 Lower parts of GIC2 – generally applicable.85 C.3.2 Lower parts of GIC1 – Tracks for rail brake equipment.87 C.3.3 Lower parts for "rolling" roads – GIC3.91 SIST EN 15273-3:2010



EN 15273-3:2009 (E) 5 C.3.4 Pantograph free passage gauge.93 Annex D (normative)
Gauges for multilateral and national agreements.94 D.1 Introduction.94 D.2 Kinematic gauges derived from international gauges.94 D.2.1 Gauge G2.94 D.2.2 Gauges GB1 and GB2.96 D.3 Static gauges derived from international gauges.99 D.3.1 Gauge G1.99 D.3.2 Gauge G2.102 D.3.3 Gauges GA, GB and GC.104 D.4 National application gauge.106 D.4.1 Belgian gauges BE1, BE2 and BE3.106 D.4.2 French gauges FR-3.3.109 D.4.3 Portuguese gauges PTb, PTb+ and PTc.111 D.4.4 Finnish gauge FIN1.117 D.4.5 Swedish gauges SEa and SEc.120 D.4.6 German gauge DE1.123 D.4.7 German gauge DE2.124 D.4.8 German gauge DE3.126 D.4.9 Czech gauge Z-GD.128 D.4.10 UK gauge UK1.129 D.4.11 UK gauge UK1 [D].132 D.4.12 UK gauge W6a.133 Annex E (informative)
Calculation example for determination of the gauge at a turnout.136 E.1 Introduction.136 E.2 Methodology.137 E.3 Widening in the curve.137 E.3.1 Widening of the main line.137 E.3.2 Widening in the turnout route.139 E.4 The quasi-static effect.140 E.5 Gauge width at a turnout.141 Annex F (normative)
Determination of reference v
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