SIST EN 14033-2:2008
Railway applications - Track - Railbound construction and maintenance machines - Part 2: Technical requirements for working
Railway applications - Track - Railbound construction and maintenance machines - Part 2: Technical requirements for working
1.1 General
This European Standard defines the specific technical railway requirements for working with machines and other vehicles used for construction, maintenance and inspection of track, structures, track formation and fixed electric traction equipment as specified in prEN 14033-1.
This European Standard applies to all railbound machines and other vehicles - referred to as machines - working exclusively on the railway (utilising adhesion between the rail and rail wheels) and used for construction, maintenance and inspection of track, structures, infrastructure and fixed electric traction equipment.
This European Standard is applicable to 1 435 mm nominal track gauge. Some requirements may be applicable for working on infrastructures with nominal narrow track gauge or nominal broad track gauge lines, lines of tramways, railways utilising other than adhesion between the rail and rail wheels and underground infrastructures.
This European Standard covers the safety requirements for the railway specific problems for working on different infrastructures. The application of these requirements is the object of a verification procedure, which does not form part of this European Standard, but an Annex J is included for information. In all cases an authorisation to work is required to access the infrastructure.
This European Standard is also applicable for machines that in working position are partly supported on the ballast or the formation.
This European Standard does not apply to
- the requirements with regard to the quality of work, including the related measuring methods, and the performance of the machine;
- the specific requirements established by each railway infrastructure manager for the use of machines which will be the subject of negotiation between the manufacturer and the infrastructure manager.
This European Standard does not deal with the following additional requirements:
- working methods;
- operation in severe working conditions requirin
Bahnanwendungen - Oberbau - Schienengebundene Bau- und Instandhaltungsmaschinen - Teil 2: Technische Anforderungen an den Arbeitseinsatz
Diese Europäische Norm definiert die eisenbahnspezifischen technischen Anforderungen für den Arbeits-einsatz mit Maschinen und anderen Fahrzeugen für Bau, Instandhaltung und Inspektion des Oberbaus, der Bauwerke, des Unterbaus und der Fahrleitungsanlagen (Oberleitung und Stromschiene) nach EN 14033 1.
Diese Europäische Norm gilt für alle nur auf Gleisen fahrenden schienengebundenen Maschinen und anderen Fahrzeugen mit Adhäsionsbetrieb zusammengefasst Maschinen genannt für Bau, Instandhaltung und Inspektion des Oberbaus, der Bauwerke, des Unterbaus und der Fahrleitungsanlagen (Oberleitung und Stromschiene).
Diese Europäische Norm gilt für Maschinen, die für den Betrieb mit Signal- und Steuerungssystemen vorgesehen sind. Andere spezielle Maschinen werden in anderen Europäischen Normen behandelt, siehe Anhang M.
Für den Arbeitseinsatz auf Infrastrukturen mit schmalen Spurweiten oder auf Breitspurstrecken, Straßenbahnlinien, von Eisenbahnen, die eine andere Haftreibung zwischen Schiene und Rad nutzen und Infrastrukturen im Untergrund können zusätzliche Anforderungen bestehen.
Diese Europäische Norm ist für die Nennspurweite 1 435 mm anwendbar. Besondere Anforderungen sind für den Arbeitseinsatz auf Eisenbahninfrastrukturen mit Breit oder Schmalspurgleisen sowie für nicht durch Adhesion angetriebene Eisenbahnen, für Gleise auf Straßen und im Untergrund anzuwenden.
Diese Europäische Norm behandelt die eisenbahnspezifischen Sicherheitsanforderungen bei dem Arbeitseinsatz der Maschine auf den verschiedenen Eisenbahninfrastrukturen. Das Anwenden dieser Anforderungen ist Gegenstand eines Prüfverfahrens, das nicht Teil dieser Europäischen Norm ist, aber in Anhang J aufgezeigt ist. Für Arbeiten auf Eisenbahninfrastrukturen ist in allen Fällen eine Einsatz¬genehmigung erforderlich.
Diese Europäische Norm gilt auch für Maschinen, die sich in Arbeitsstellung teilweise mit einem Maschinenteil auf dem Schotter oder auf dem Untergrund abstützen.
Applications ferroviaires - Voie - Machines de construction et de maintenance empruntant exclusivement les voies ferrées - Partie 2: Prescriptions techniques pour le travail
1.1 Généralités
La présente Norme européenne fixe les prescriptions techniques pour les spécificités ferroviaires lors du travail des machines et autres véhicules utilisés pour la construction, l'entretien ou le contrôle de la voie, des ouvrages d'art, des infrastructures et des installations fixes de traction électrique, telles que définies dans l’EN 14033-1.
La présente Norme européenne s'applique à toutes les machines et autres véhicules, ci-après désignés « machines », travaillant exclusivement sur les voies ferrées des chemins de fer (utilisant l’adhérence entre le rail et les roues) et utilisés pour la construction, l'entretien ou le contrôle de la voie, des ouvrages d'art, des infrastructures et des installations fixes de traction électrique.
La présente norme européenne s’applique aux machines qui sont prévues pour actionner les systèmes ferroviaires de signalisation et de contrôle. D’autres machines similaires sont traitées dans d’autres normes européennes, voir Annexe M.
Des prescriptions complémentaires peuvent s’appliquer dans le cas de travaux sur les infrastructures ferroviaires à voies large ou étroite, sur des lignes de tramway, sur des chemins de fer autres que ceux à adhérence rail/roue, sur des infrastructures ferroviaires à voie en souterrain.
La présente Norme européenne s’applique pour un écartement de voie nominal de 1 435 mm. Certaines prescriptions particulières peuvent être applicables pour le travail sur les infrastructures ferroviaires à voies large ou étroite, sur des lignes de tramway, sur des chemins de fer autres que ceux à adhérence rail/roue, sur des infrastructures ferroviaires à voie en chaussée ou en souterrain.
La présente Norme européenne couvre les prescriptions de sécurité ferroviaire spécifiques au travail sur les différentes infrastructures ferroviaires.
Železniške naprave - Zgornji ustroj - Težka tirna mehanizacija za gradnjo in vzdrževanje - 2. del: Tehnične zahteve za delovanje
General Information
Relations
Standards Content (Sample)
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.Bahnanwendungen - Oberbau - Schienengebundene Bau- und Instandhaltungsmaschinen - Teil 2: Technische Anforderungen an den ArbeitseinsatzApplications ferroviaires - Voie - Machines de construction et de maintenance empruntant exclusivement les voies ferrées - Partie 2: Prescriptions techniques pour le travailRailway applications - Track - Railbound construction and maintenance machines - Part 2: Technical requirements for working45.120åLþQLFEquipment for railway/cableway construction and maintenanceICS:Ta slovenski standard je istoveten z:EN 14033-2:2008SIST EN 14033-2:2008en,de01-september-2008SIST EN 14033-2:2008SLOVENSKI
STANDARD
SIST EN 14033-2:2008
EUROPEAN STANDARDNORME EUROPÉENNEEUROPÄISCHE NORMEN 14033-2April 2008ICS 45.120; 93.100 English VersionRailway applications - Track - Railbound construction andmaintenance machines - Part 2: Technical requirements forworkingApplications ferroviaires - Voie - Machines de constructionet de maintenance empruntant exclusivement les voiesferrées - Partie 2: Prescriptions techniques pour le travailBahnanwendungen - Oberbau - Schienengebundene Bau-und Instandhaltungsmaschinen - Teil 2: TechnischeAnforderungen an den ArbeitseinsatzThis European Standard was approved by CEN on 11 August 2007.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such nationalstandards 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 translationunder the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as theofficial 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 STANDARDIZATIONCOMITÉ EUROPÉEN DE NORMALISATIONEUROPÄISCHES KOMITEE FÜR NORMUNGManagement Centre: rue de Stassart, 36
B-1050 Brussels© 2008 CENAll rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 14033-2:2008: ESIST EN 14033-2:2008
EN 14033-2:2008 (E) 2 Contents Page Foreword.5 Introduction.6 1 Scope.7 1.1 General.7 1.2 Validity of this European Standard.8 2 Normative references.8 3 Terms and definitions.9 3.1 General terms and definitions.9 3.2 Additional terms and definitions.9 4 Field of use of machines.10 5 Specific railway requirements and/or measures.10 5.1 Interaction with the Infrastructure.10 5.1.1 General.10 5.1.2 Stress induced into the rails.11 5.1.3 Auxiliary wheels, auxiliary guides and working parts.11 5.1.4 Maximum wheel loads.11 5.1.5 Loads applied to the ballast.13 5.1.6 Loads applied to the formation.14 5.1.7 Loads on structures.14 5.2 Stability and safety against derailment.14 5.2.1 Proof of overturning stability, machine stationary.14 5.2.2 Prevention of derailment during working movements.16 5.3 Working limit contour.18 5.3.1 General.18 5.3.2 Lateral limit of working zone.18 5.3.3 Working limit in the lower area.19 5.3.4 Working limit in the upper area.19 5.4 Working places.19 5.4.1 General.19 5.4.2 Arrangement of working places.19 5.4.3 Work positions – Visibility.19 5.4.4 Cabin windows used solely for working.20 5.5 Access to places of work.20 5.5.1 General.20 5.5.2 Access to work cabins.20 5.6 Influences on the environment.20 5.6.1 Exhaust gases.20 5.6.2 Noise levels outside the machine.20 5.7 Electromagnetic compatibility.20 5.8 Protection from risks due to electric traction equipment.20 5.8.1 General.20 5.8.2 Protection from live overhead lines.21 5.8.3 Minimum safety distance between machine parts and catenary.21 5.8.4 Minimum safety distance between machine parts and conductor rail.21 5.8.5 Special earthing devices and/or protection from return traction currents.22 5.9 Protection from the risks of fire.22 5.9.1 Fire detection and extinguishing systems.22 5.9.2 Fire extinguishing outside of the machine.22 5.10 Lighting for work.22 SIST EN 14033-2:2008
EN 14033-2:2008 (E) 3 5.11 Visibility of machines.22 5.12 Braking.22 5.12.1 General.22 5.12.2 Stopping distances.22 5.12.3 Holding on gradients.23 5.13 Warning systems.23 5.13.1 System for warning personnel before movement on adjacent lines.23 5.14 Recovery conditions.24 5.14.1 Emergency towing devices.24 5.14.2 Devices for packing away movable machine-parts.24 6 Verification of the conformity to the requirements and/or particular safety measures.24 6.1 General.24 6.2 Methods of testing.24 6.2.1 General.24 6.2.2 Visual check.24 6.2.3 Measurement.24 6.2.4 Functional test.24 6.2.5 Load test(s).25 6.2.6 Specific verification/measurements.25 7 User information.25 7.1 General.25 7.1.1 Instructions.25 7.1.2 Special operating instructions.25 7.1.3 Maintenance information.26 7.2 Warning signs and pictograms.27 8 Marking and numbering of machines.27 8.1 Machine marking.27 8.2 Service number of the machine.27 Annex A (informative)
Special national conditions.28 Annex B (normative)
Check list for conformity.30 Annex C (normative)
Warning plate.33 Annex D (normative)
Working gauge.34 D.1 General.34 D.1.1 Introduction.34 D.1.2 Scope.34 D.1.3 List of symbols used.34 D.2 Determination of the horizontal working limit.37 D.2.1 General.37 D.2.2 Characteristics of the working track and the machine.38 D.2.3 Characteristics of a standard vehicle travelling on the adjacent line in service.38 D.3 Calculation of the reductions for the limit line of Figure D.2, applicable to the critical parts of the machine.38 D.4 Determination of clearance of the working parts.39 D.4.1 General.39 D.4.2 Method of calculation.40 D.4.3 Addition for curvature, for working parts (Zb).40 D.4.4 Addition for cant (Zu).40 D.4.5 Addition for safety (zs).41 D.4.6 Kinematic clearance necessary for a standard vehicle on the track in service (RBk).41 D.4.7 Possible exterior clearance for a working part (AWz).41 Annex E (normative)
Technical documentation.47 E.1 General.47 E.2 General notices on the machine.47 SIST EN 14033-2:2008
EN 14033-2:2008 (E) 4 E.3 Assembly drawing indicating the following:.47 E.4 Detailed drawings indicating the following:.47 E.5 Detailed drawings with the following indications.48 E.6 Technical details.48 E.7 Possible functions of the working parts.48 Annex F (normative)
Limiting geometric parameters of the working track.49 Annex G (normative)
Pictograms.50 G.1 Pictogram “Forbidden to climb if there is a catenary”.50 G.2 Pictogram "Working direction".51 Annex H (informative)
Certificates.52 H.1 Certificate of conformity for EN 14033-2.52 H.2 Working authorisation for the machine.53 H.2.1 Machine identification.53 H.2.2 General working characteristics (Assembly drawing to be enclosed, see E.3).54 H.2.3 Declaration of the authorised body.54 Annex I (informative)
Method of calculating safety from derailment.55 I.1 Calculation of the safety against derailment.55 I.1.1 General.55 I.1.2 Calculation of the vehicle testing twist.56 I.1.3 Limit value of the safety against derailment.57 I.1.4 Guiding force and vertical wheel-load of the leading wheel.57 I.1.5 Guiding force and vertical wheel-load of the leading wheel in the working load case.58 I.1.6 Calculation of the torsional stiffness of the vehicle.58 Annex J (informative)
Procedure for working authorisation.62 J.1 General.62 J.2 Validity and application of the authorisation to work.62 J.2.1 Validity.62 J.2.2 Field of application.62 J.2.3 Enlargement of field of application.62 J.2.4 Withdrawal of the authorisation to work.62 J.2.5 Renewal of the authorisation to work.63 J.3 Applications for authorisation to work.63 J.4 Submission of the technical documentation.63 J.5 Type testing.63 J.6 Quality testing.63 J.7 Type approval.64 J.8 Examining the finished machine.64 J.9 Authorisation to work for machines identical to a machine that has received type approval.64 J.10 Refusal of working authorisation.64 J.11 Validity of working authorisation.64 J.12 Procedure for working agreement.66 J.13 Infrastructure managers and authorised bodies (non-exhaustive list).67 Annex K (informative)
Basis of calculations.70 K.1 General.70 K.2 Machines without load control devices.70 K.3 Machines with load control devices.71 Annex L (informative)
Instruction handbook.72 Annex M (informative)
Structure of European Standards for track construction and maintenance machines.73 Bibliography.74
SIST EN 14033-2:2008
EN 14033-2:2008 (E) 5 Foreword This document (EN 14033-2:2008) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This document shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by October 2008 and conflicting national standards shall be withdrawn at the latest by October 2008. Special National Conditions are given in Annex A. This series of standards EN 14033 Railway applications — Track — Railbound construction and maintenance machines consists of the following parts: Part 1: Technical requirements for running Part 2: Technical requirements for working Part 3: General safety requirements According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: 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.
SIST EN 14033-2:2008
EN 14033-2:2008 (E) 6 Introduction This European Standard (EN) was prepared to meet the basic requirements of EU Directives to facilitate an open market for goods and services. Railway machines used for construction and maintenance form the object of this European Standard. This European Standard deals with railway specific risks of the machines, as specified in 1.1, when working on railway infrastructures. For safety requirements in relation to the Machinery Directive, see prEN 14033-3. For deviations or special national conditions, see Annex A. The risks which exist in all mechanical, electrical, hydraulic, pneumatic and other components of machines and which are dealt with in the relevant European Standards are not within the scope of this European Standard. If necessary, references are made to appropriate standards of this type. If the provisions of this type C standard are different from those which are stated in type A or B standards, the provision of this type C standard take precedence. SIST EN 14033-2:2008
EN 14033-2:2008 (E) 7 1 Scope 1.1 General This European Standard defines the specific technical railway requirements for working with machines and other vehicles used for construction, maintenance and inspection of track, structures, track formation and fixed electric traction equipment as specified in EN 14033-1. This European Standard applies to all railbound machines and other vehicles - referred to as machines - working exclusively on the railway (utilising adhesion between the rail and rail wheels) and used for construction, maintenance and inspection of track, structures, infrastructure and fixed electric traction equipment. This European Standard applies to machines that are intended to operate signalling and control systems. Other similar machines are dealt with in other European Standards, see Annex M. Additional requirements can apply for working on infrastructures with narrow gauge or broad gauge lines, lines of tramways, railways utilising other than adhesion between the rail and rail wheels and underground infrastructures. This European Standard is applicable to 1 435 mm nominal track gauge. Some requirements may be applicable for working on infrastructures with nominal narrow track gauge or nominal broad track gauge lines, lines of tramways, railways utilising other than adhesion between the rail and rail wheels and underground infrastructures. This European Standard covers the safety requirements for the railway specific problems for working on different infrastructures. The application of these requirements is the object of a verification procedure, which does not form part of this European Standard, but an Annex J is included for information. In all cases an authorisation to work is required to access the infrastructure. This European Standard is also applicable for machines that in working position are partly supported on the ballast or the formation. This European Standard does not apply to the requirements with regard to the quality of work, including the related measuring methods, and the performance of the machine;1) the specific requirements established by each railway infrastructure manager for the use of machines which will be the subject of negotiation between the manufacturer and the infrastructure manager. This European Standard does not deal with the following additional requirements: working methods; operation in severe working conditions requiring special measures (e.g. work in tunnels or in cuttings, extreme environmental conditions such as freezer applications, high temperatures, corrosive environment, tropical environment, contaminating environments, strong magnetic fields); operation subject to special rules (e.g. potentially explosive atmospheres);
1) Parameters for the measurement of track quality are dealt with in prEN 13848-3:2007. SIST EN 14033-2:2008
EN 14033-2:2008 (E) 8 hazards due to errors in software; hazards occurring when used to handle suspended loads which may swing freely; hazards due to wind pressure greater than normal e.g. pressures caused by the passing of trains at speed in excess of 190 km/h. 1.2 Validity of this European Standard This European Standard applies to all machines, which are ordered after one year from the publication date of this European Standard. 2 Normative references The following referenced documents are indispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 3-7:2004+A1, Portable fire extinguishers — Part 7: Characteristics, performance requirements and test methods EN 280, Mobile elevating work platforms — Design calculations — Stability criteria — Construction — Safety — Examinations and tests EN 791, Drill rigs — Safety EN 12077-2:1998, Cranes safety — Requirements for health and safety — Part 2: Limiting and indicating devices EN 12999, Cranes — Loader cranes EN 14033-1:2008, Railway applications — Track — Railbound construction and maintenance machines — Part 1: Technical requirements for running prEN 14033-3:2007, Railway applications — Track — Railbound construction and maintenance machines — Part 3: General safety requirements EN 14363:2005, Railway applications — Testing for the acceptance of running characteristics of railway vehicles — Testing of running behaviour and stationary tests EN 50122-1, Railway applications — Fixed installations — Part 1: Protective provisions relating to electrical safety and earthing EN 50153:2002, Railway applications — Rolling stock — Protective provisions relating to electrical hazards EN ISO 7731, Ergono
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SLOVENSKI oSIST prEN 14033-2:2005
PREDSTANDARD
julij 2005
Železniške naprave – Zgornji ustroj – Težka tirna mehanizacija za gradnjo in
vzdrževanje – 2. del: Tehnične zahteve za delovanje
Railway applications - Track - Railbound construction and maintenance machines -
Part 2: Technical requirements for working
ICS 45.120 Referenčna številka
oSIST prEN 14033-2:2005(en)
© Standard je založil in izdal Slovenski inštitut za standardizacijo. Razmnoževanje ali kopiranje celote ali delov tega dokumenta ni dovoljeno
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EUROPEAN STANDARD
DRAFT
prEN 14033-2
NORME EUROPÉENNE
EUROPÄISCHE NORM
April 2005
ICS
English version
Railway applications - Track - Railbound construction and
maintenance machines - Part 2: Technical requirements for
working
Applications ferroviaires - Voie - Machines de construction Bahnanwendungen - Oberbau - Schienengebundene Bau-
et de maintenance empruntant exclusivement les voies und Instandhaltungsmaschinen - Teil 2: Technische
ferrées - Partie 2 : Prescriptions techniques pour le travail Anforderungen an den Arbeitseinsatz
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee CEN/TC 256.
If this draft becomes a European Standard, 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.
This draft European Standard was established by CEN 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 Management Centre has the same
status as the official versions.
CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,
Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Slovakia,
Slovenia, Spain, Sweden, Switzerland and United Kingdom.
Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without notice and
shall not be referred to as a European Standard.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
Management Centre: rue de Stassart, 36 B-1050 Brussels
© 2005 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 14033-2:2005: E
worldwide for CEN national Members.
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prEN 14033-2:2005 (E)
Contents Page
Foreword. 4
Introduction . 5
1 Scope. 6
2 Normative references . 7
3 Terms and definitions. 8
4 Field of use of machines . 9
5 Specific railway requirements and/or measures . 9
Table 1 — Tensile limit in the rails . 10
Table 2 — Maximum wheel load with the machine in working configuration without wheel
load control devices . 11
Table 3 — Maximum wheel load with the machine in working configuration with wheel
load control devices . 12
Table 4 — Load cases for calculating stability . 13
Table 5 — Load cases for testing prevention of overturning.14
Table 6 — Minimum safety distance between machine parts and catenary. 19
Table 7 — Minimum safety distance between machine parts and conductor rails. 19
Table 8 — Maximum braking distances. 20
6 Procedure for authorisation to work. 21
7 User information . 23
8 Marking and numbering of machines .25
Annex A (informative) Special national conditions. 26
Annex B (normative) Check list for conformity . 28
Table B.1 — Determination of safety requirements and/or safety measures. 28
Annex C (normative) Warning plate . 31
Annex D (normative) Working gauge. 32
D.1 General. 32
Figure D.1 — Position of working zones and the zone limit between the working track and
the adjacent operating track . 34
D.2 Determination of the horizontal working limit . 35
D.3 Calculation of the reductions for the limit line of Figure D.2, applicable to the
critical parts of Machine. 36
Figure D.2 — Lateral working limit. 36
D.4 Determination of clearance of the working parts . 37
Figure D.3 — Kinematic envelope necessary for a vehicle on a line open to traffic for a
railway vehicle on a curve of a radius 250m < R < 2000m. 41
Figure D.4 — Kinematic space “RBk” necessary for a standard vehicle on the operating
track on a curve of with radius 2000 m ≥≥≥≥ R < 4000m. 42
2
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prEN 14033-2:2005 (E)
Figure D.5 — Kinematic space “RBk” necessary for a standard vehicle on the operating
track on a curve of with radius R ≥≥ 4000 m . 43
≥≥
Figure D.6 — Admissible distance between centre line of machine and the outer edge of a
working part Awz . 44
Annex E (normative) Technical documentation. 45
E.1 General notices on the machine. 45
E.2 Assembly drawing indicating the following:. 45
E.3 Detailed drawings indicating the following:.45
E.4 Detailed drawings with the following indications. 46
E.5 Technical details . 46
E.6 Possible functions of the working parts. 46
Annex F (normative) Limiting geometric parameters of the working track . 47
Annex G (normative) Pictograms . 48
G.1 Pictogram “Forbidden to climb if there is a catenary” . 48
G.2 Pictogram Working direction. 48
Annex H (normative) Certificates . 49
H.1 Certificate of conformity for prEN 14033-2. 49
H.2 Working authorisation for the machine. 50
Annex I (informative) Method of calculating safety from derailment . 52
I.1 Calculation of the safety against derailment.52
Annex J (informative) Procedure for working authorisation.58
J.1 Applications for authorisation to work. 58
J.2 Submission of the technical documentation . 58
J.3 Type testing . 58
J.4 Quality testing . 58
J.5 Type approval. 58
J.6 Examining the finished machine . 59
J.7 Authorisation to work for machines identical to a machine that has received type
approval . 59
J.8 Refusal of working authorisation . 59
J.9 Validity of working authorisation . 59
J.10 Periodic controls. 59
J.11 Procedure for working agreement . 60
J.12 Infrastructure managers and authorised bodies (non-exhaustive list). 61
Annex K (informative) Basis of calculations. 63
Table K.1 — Base calculation . 63
K.1 Machines without load control devices. 63
K.2 Machines with load control devices. 64
Annex L (informative) Instruction handbook . 65
Bibliography . 66
3
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prEN 14033-2:2005 (E)
Foreword
This document (prEN 14033-2:2005) has been prepared by Technical Committee CEN/TC 256
“Railway Applications”, the secretariat of which is held by DIN.
This document is currently submitted to the CEN Enquiry.
Deviations or special national conditions are given in Annex A.
This series of standards EN 14033 “Railway applications – Track - Railbound construction and
maintenance machines” consists of the following parts:
Part 1: Technical requirements for running;
Part 2: Technical requirements for working;
Part 3: General safety requirements.
4
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prEN 14033-2:2005 (E)
Introduction
This European Standard (EN) was prepared to meet the basic requirements of EU Directives to
facilitate an open market for goods and services.
Railway machines used for construction and maintenance form the object of this standard.
This standard deals with railway specific risks of the machines, as specified in 1.1, when working on
railway infrastructures.
For safety requirements in relation to the Machinery Directive, see prEN 14033-3.
For deviations or special national conditions, see Annex A.
The risks which exist in all mechanical, electrical, hydraulic, pneumatic and other components of
machines and which are dealt with in the relevant European Standards are not within the scope of this
European Standard. If necessary, references are made to appropriate standards of this type.
If the provisions of this type C standard are different from those which are stated in type A or B
standards, the provision of this type C standard take precedence.
5
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prEN 14033-2:2005 (E)
1 Scope
1.1 General
This European Standard defines the specific technical railway requirements for working with machines
and other vehicles used for construction, maintenance and inspection of track, structures, track
formation and fixed electric traction equipment as specified in prEN 14033-1.
This European Standard applies to all railbound machines and other vehicles - referred to as
machines - working exclusively on the railway (utilising friction between the rail and rail wheels) and
used for construction, maintenance and inspection of track, structures, infrastructure and fixed electric
traction equipment.
Different regulations are applicable for working on infrastructures with narrow gauge or broad gauge
lines, lines of tramways, railways utilising other than adhesion between the rail and rail wheels and
underground infrastructures.
This standard covers the safety requirements for the railway specific problems for working on different
infrastructures. These application of these requirements is the object of a verification procedure which
does not form part of this standard, but an Annex J is included for information. In all cases an
authorisation to work is required to access the infrastructure.
This standard is also applicable for machines that in working position are partly supported on the
ballast or the formation.
This standard does not apply to
the requirements with regard to the quality of work, including the related measuring methods, and
the performance of the machine;
the specific requirements established by each railway infrastructure manager for the use of
machines which will be the subject of negotiation between the manufacturer and the
infrastructure manager.
This standard does not deal with the following additional requirements:
working methods;
operation in severe working conditions requiring special measures (e.g. work in tunnels or in
cuttings, extreme environmental conditions such as freezer applications, high temperatures,
corrosive environment, tropical environment, contaminating environments, strong magnetic
fields);
operation subject to special rules (e.g. potentially explosive atmospheres);
hazards due to errors in software;
hazards occurring when used to handle suspended loads which may swing freely;
hazards due to wind pressure greater than normal e.g. pressures caused by the passing of high
speed trains at speed in excess of 190 km/h.
1.2 Validity of this standard
This European Standard applies to all machines, which are ordered after one year from the
publication date of this standard.
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prEN 14033-2:2005 (E)
2 Normative references
The following referenced documents are indispensable for the application of this document. For dated
references, only the edition cited applies. For undated references, the latest edition of the referenced
document (including any amendments) applies.
prEN 14033-1:2003, Railway Applications – Track - Technical requirements for railbound construction
and maintenance machines- Part 1: Running of railbound machines
prEN 14033-3:2004, Railway Applications – Track – Railbound construction and maintenance
machines – Part 3: General safety requirements
EN 3-4, Portable fire extinguishers. Part 4: charges, minimum required fire
EN 280, Mobile elevating work platforms - Design calculation - Stability criteria; Construction; Safety;
Examinations and tests
EN 457, Safety of machinery; auditory danger signals; general requirements, design and testing
EN 791, Drill rigs-safety
EN ISO 12100-2, Safety of Machinery-Basic concepts, general principles for design-Technical
principles
EN 50121-3-1, Railway applications — Electromagnetic compatibility — Part 3-1: Rolling stock —
Train and complete vehicle
EN 50121-3-2, Railway applications - Electromagnetic compatibility - Part 3-2: Rolling stock;
Apparatus
EN 50122-1, Railway applications - Fixed installations - Part 1: Protective provisions relating to
electrical safety and earthing
EN 50153, Railway applications – Rolling stock – Protective provisions relating to electrical hazards
ISO 4305, Mobile cranes; determination of stability
ISO 4310, Cranes; Test code and procedures
TH
1)
UIC 505-1:2003 , Railway transport stock - Rolling stock construction gauge (9 Edition August
2002)
1)
UIC 505-4:1977 , Effects of the application of the kinematic gauges defined in the 505 series of
leaflets on the positioning of structures in relation to the tracks and of the tracks in relation to each
other
1)
UIC 644:1980 , Warning devices used on tractive units employed on international services
1)
UIC 702:2003 , Static loading diagrams to be taken into consideration for the design of rail carrying
structures on lines used by international services
1) To be purchased from: Editions Techniques Ferroviaires (ETF), 16 rue Jean Rey, F-75015 Paris.
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prEN 14033-2:2005 (E)
3 Terms and definitions
3.1 General terms and definitions
The terms listed in the relevant railway specific documents and in particular those in the UIC leaflets
apply to this European Standard.
Terms and definitions that are used in European and International Standards that are referred to in
this Standard also apply.
3.2 Additional terms and definitions
For the purposes of this standard, the following definitions apply:
3.2.1
working configuration
a machine is said to be in working configuration as soon as any part of the machine is moved from its
travelling position as specified in prEN 14033-1, 5.2
3.2.2
working place
working places are working cabs, combined working and driving cabs, operators places situated
outside cabs and places situated at control or maintenance locations
3.2.3
working limit contour
limit in which a machine can work without interfering with the kinematic envelope of vehicles on
adjacent tracks
3.2.4
operating track
track corresponding to the criteria of the infrastructure manager on which vehicles may run under
normal signalling arrangements (with or without a speed limit)
3.2.5
working track
track that is being maintained for which the geometrical parameters may reach the limiting values as
specified in Annex F and for which special operational restrictions may apply
3.2.6
working agreement
working agreement is a procedure that enables a machine to work on one infrastructure. This
procedure consists of two parts:
a) the proof of conformity with the safety requirements, as specified in prEN 14033-3
(EC declaration of conformity), given by the manufacturer;
b) the authorisation to work that is given at the end of the working agreement. It is also permissible
to give a preliminary authorisation to work if some requirements are not yet fulfilled or have yet to
be proved that they are fulfilled.
3.2.7
authorisation to work
given by the infrastructure owner it permits a machine to work on the railway infrastructure in
accordance with the specific requirements of the latter (method of work, quality, output)
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3.2.8
Type testing
see 14033-1
3.2.9
Type conformance testing
see 14033-1
4 Field of use of machines
Machines shall in accordance with their proper use either
be designed to work on all tracks within the geometric limits as specified in Annex F
or
work on tracks within the geometric limits of the operating track only and shall then display at
each operating position the warning plate as shown in Annex C.
5 Specific railway requirements and/or measures
5.1 Interaction with the Infrastructure
5.1.1 General
The wheels, supports and working tools shall not generate harmful stresses in the infrastructure
components (e.g. rail, fastenings, sleepers, ballast and formation).
Futhermore it is necessary to take into consideration the maximum rail load, the permissible bending
of the rail, the transverse forces on the sleeper fastenings, the surface pressure on the ballast as well
the load carrying ability of the formation.
The parameters to consider for the calculations are listed in Annex K.
If the machines contains devices for levelling and lining of the track the maximum forces generated by
these devices shall be stated in the technical documentation, see Annex E, and in the instruction
handbook.
5.1.2 Main wheels
The wheels referred to in this clause are the wheels used for the running of the machine as specified
in prEN 14033-1.
If the configuration of the wheels in working mode of the machine is different from the running
configuration, then the changes shall not cause derailment over the full range of the machine’s
operational characteristics.
The wheel load shall not generate stresses in the rail higher than the following values given in Table 1
as a percentage of the minimum ultimate tensile strength of the rail.
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Table 1 — Tensile limit in the rails
ultimate tensile strength
of the rail
bending stress measure points
%
middle of the head and middle of the foot of the rail 45
a) Maximum permissible tensile
at the corner of the head of the rail 50
bending stress
at the foot of the rail 60
b) Maximum permissible
head and foot of the rail 65
compressive bending stress
The values above allow for safety in particular conditions e.g. heavy rail use, joints with big gaps, non
standard sleeper spacing, residual stresses in the rails etc.
5.1.3 Auxiliary wheels, auxiliary guides and working parts
The wheels and guides referred to in this clause are for the support and guidance of assemblies
associated with the operation of the machine and not for transit.
The construction and positioning of any auxiliary wheels and/or guides shall provide satisfactory
guidance on rails and shall not cause damage to the rail or any associated part of the railway
infrastructure.
The devices for the vertical and lateral positioning of the rails not placed on sleepers (e.g. guiding
rollers, rail hooks) shall be designed in order to prevent dangerous movements of rail in case of
fracture of the rails or fishplates.
The limits a) and b) as specified in 5.1.2 shall be followed for any tool associated with the working
mode but may be exceeded when placing or carrying rails. If the rail is subject to other external
stresses, as for example thermal stress this shall be taken into consideration. The limits a) and b)
above can be exceeded in machines specifically designed for straightening or bending rails.
Any additional supporting elements necessary to ensure stability or assist the work process shall also
comply with the above requirements.
5.1.4 Maximum wheel loads
5.1.4.1 Machines without wheel load control devices
In working configuration the maximum wheel loads Q of main the wheels or auxiliary wheels in
max
relation to the diameter of the wheel and the rail material are given in Table 2.
The calculation of the vertical loads applied to the wheels shall take into account all the factors that
can produce variations i.e.
due to the machine:
excentricity of the centre of gravity;
torsional flexibility;
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prEN 14033-2:2005 (E)
hysteresis of the suspension;
excentric load;
application of an eccentric force.
Due to the track:
maximum cant;
maximum twist.
Table 2 — Maximum wheel load with the machine in working configuration without wheel load
control devices
Q
max
d kN
mm
Rail with Rail with
2 2
a b
σ = 880 N/mm σ = 680 N/mm
B B
∅ ≥ 920 222 136
920 > ∅ ≥ 840 222 136
840 > ∅ ≥ 760 201 120
760 > ∅ ≥ 680 179 107
680 > ∅ ≥ 630 167 99
630 > ∅ ≥ 550 146 89
550 > ∅ ≥ 470 124 74
470 > ∅ ≥ 390 103 62
390 > ∅ ≥ 330 87 52
d = worn diameter limit
∅ = wheel diameter
2
a
corresponds e.g. to rails UIC 60, S 54, S49 (880 N/mm )
2
b
corresponds e.g. to rails, rails S 49 (680 N/mm )
The values above allow for safety in particular conditions e.g. heavy rail use, joints with big gaps, non
standard sleeper spacing, residual stresses in the rails etc.
2
If, in working mode, the maximum static wheel load exceeds the values for rails with σ =680N/mm , it
b
shall be stated in the documentation, see Annex E, and in the instruction handbook.
5.1.4.2 Machines with wheel load control devices
The maximum wheel loads Q for machines, notably railway cranes, for which the loads on the
max
wheel are controlled by means of a device (e.g. device for limiting of overturning moment) which
prevents the maximum value of the wheel load being exceeded, are given in Table 3.
Reductions of the maximum load shall be applied when the working conditions are imprecise or
difficult to determine, such as
lifting of the load from underneath;
interdeterminate break out forces;
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overload due to unequal distribution of the load within the lifting tackle;
oblique lifting of the load;
dynnamic movements of the load (e.g. swinging or vertical movements of the load).
Table 3 — Maximum wheel load with the machine in working configuration with wheel load
control devices
Q
max
d kN
mm
Rail with Rail with
2 2
a b
σ = 880 N/mm σ = 680 N/mm
B B
∅ ≥ 920 243 170
920 > ∅ ≥ 840 243 170
840 > ∅ ≥ 760 243 154
760 > ∅ ≥ 680 230 138
680 > ∅ ≥ 630 213 127
630 > ∅ ≥ 550 186 111
550 > ∅ ≥ 470 159 95
470 > ∅ ≥ 390 132 79
390 > ∅ ≥ 330 112 67
d = worn diameter limit
∅ = wheel diameter
2
a
corresponds e.g. to rails UIC 60, S 54, S49 (880 N/mm )
2
b
corresponds e.g. to rails, rails S 49 (680 N/mm )
The values above allow for safety in particular conditions e.g. heavy rail use, joints with big gaps, non
standard sleeper spacing, residual stresses in the rails etc.
2
If, in working mode, the maximum static wheel load exceeds the values for rails with σ = 680N/mm
b
given in Table 3 it shall be stated in the documentation, see Annex E, and in the instruction handbook.
5.1.5 Loads applied to the ballast
2
The surface pressure applied to the ballast shall not exceed 0,3 MN/m .
In the case of a tracked machine the surface pressure shall be calculated as specified in EN 791.
5.1.6 Loads applied to the formation
The maximum pressure applied directly to the formation by any part of the machine shall not exceed
2
0,1 MN/m .
In the case of a tracked machine the surface pressure shall be calculated as specified in EN 791.
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