Railway applications - Track - Railbound construction and maintenance machines - Part 2: Technical requirements for travelling and 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 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; )
-   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);
-   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.

Bahnanwendungen - Oberbau - Schienengebundene Bau- und Instandhaltungsmaschinen - Teil 2: Technische Anforderungen an die Versetzfahrt und die Arbeitsstellung

1.1   Allgemeines
Diese Europäische Norm definiert die eisenbahnspezifischen technischen Anforderungen für Versetzfahrten und den Arbeitseinsatz 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 Einsatz mit Signal- und Zugleitsystemen gebaut 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 Adhäsion angetriebene Eisenbahnen, für Gleise auf Straßen und im Untergrund anzuwenden.
Diese Europäische Norm behandelt die eisenbahnspezifischen Sicherheitsanforderungen bei Versetzfahrt und 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, bei denen sich in Arbeitsstellung teilweise Maschinenteile auf dem Schotter oder auf dem Untergrund abstützen.
Diese Europäische Norm gilt nicht für
   Anforderungen in Bezug auf Arbeitsqualität der Maschine, einschließlich der erforderlichen Messverfahren, sowie der Leistungsfähigkeit der Maschine; )
   spezifische Anforderungen, die von jedem Eisenbahninfrastrukturbetreiber für den Maschineneinsatz aufgestellt werden, die Gegenstand von Verhandlungen zwischen Hersteller und Betreiber sind.
Diese Europäische Norm behandelt nicht die folgenden zusätzlichen Anforderungen:
-   Arbeitsmethoden;
-   schwierige Arbeitsbedingungen, die besondere Maßnahmen erfordern (z. B. Arbeiten in Tunneln oder in Einschnitten, externe Umgebungsbedingungen wie Eis, hohe Temperatur, korrosive, tropische oder kontaminierte Umgebung, starkes magnetisches Feld);
-   besonderen Regeln unterworfene Arbeiten (z. B. potenziell explosive Atmosphäre);
-   Gefährdungen durch Fehler der Software;
-   Gefährdungen durch die Bewegungen frei hängender Lasten;
-   Gefährdungen durch erhöhten Winddruck (z. B. durch das Vorbeifahren von Zügen mit einer Geschwindigkeit mit mehr als 190 km/h).
1.2   Beginn der Gültigkeit dieser Europäischen Norm
Diese Europäische Norm gilt für alle Maschinen, die ein Jahr nach dem Datum der Veröffentlichung dieser Europäischen Norm bestellt werden.

Applications ferroviaires - Voie - Machines de construction et de maintenance empruntant exclusivement les voies ferrées - Partie 2 : Prescriptions techniques pour le déplacement et le travail

1.1   Généralités
La présente Norme européenne spécifie les exigences techniques ferroviaires à respecter pour le déplacement et le travail des machines et autres véhicules utilisés pour la construction, la maintenance ou le contrôle de la voie, des ouvrages d'art, de la plate-forme et des installations fixes de traction électrique tels que spécifiés 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 (utilisant l'adhérence rail/roue) et utilisés pour la construction, la maintenance et le contrôle de la voie, des ouvrages d'art, de l'infrastructure et des installations fixes de traction électrique.
La présente Norme européenne s'applique aux machines prévues pour actionner les systèmes ferroviaires de signalisation et de contrôle. D'autres machines semblables sont traitées dans d'autres Normes européennes, voir l'Annexe M.
La présente Norme européenne s'applique pour un écartement de voie nominal de 1 435 mm. Certaines exigences particulières peuvent être applicables pour le travail sur les infrastructures ferroviaires à voies larges ou étroites, sur des lignes de tramway, sur des chemins de fer autres que ceux à adhérence rail/roue et sur des infrastructures souterraines.
La présente Norme européenne couvre les exigences de sécurité ferroviaire spécifiques au déplacement et au travail sur différentes infrastructures ferroviaires. L'application de ces exigences fait l'objet d'une procédure de vérification qui ne fait pas partie de la présente Norme européenne, mais est indiquée à titre d'information en Annexe I. Le travail sur les infrastructures ferroviaires nécessite dans tous les cas une autorisation de travail.
La présente Norme européenne s'applique aussi aux machines qui, en position de travail, prennent partiellement appui sur le ballast ou sur la plate-forme.
La présente Norme européenne ne s'applique pas :
-   aux exigences relatives à la qualité du travail, y compris les méthodes de mesure associées, et aux performances de la machine ; )
-   aux exigences spécifiques fixées par chaque gestionnaire de l'infrastructure ferroviaire pour l'emploi des machines et qui font l'objet de négociations entre le fabricant et le détenteur responsable de la machine.
La présente Norme européenne n'aborde pas les exigences supplémentaires suivantes :
-   méthodes de travail ;
-   travail de la machine dans des conditions sévères nécessitant des mesures particulières (par exemple, travaux en tunnels ou en tranchées, conditions d'environnement extrêmes telles que températures très élevées ou très basses, environnement corrosif, tropical ou contaminant, fort champ magnétique) ;
-   travail de la machine dans des conditions faisant l'objet de règles spéciales (par exemple, atmosphères potentiellement explosives) ;
-   risques dus aux erreurs de logiciels ;
-   risques dus aux mouvements de charges librement suspendues ;
-   risques dus aux pressions du vent supérieures à la normale, par exemple celles provoquées par le passage d'un train à une vitesse supérieure à 190 km/h.
1.2   Validité de la présente Norme européenne
La présente Norme européenne s'applique à toutes les machines commandées un an ou plus après la date de publication de la présente Norme européenne.

Železniške naprave - Zgornji ustroj proge - Težka tirna mehanizacija za gradnjo in vzdrževanje - 2. del: Tehnične zahteve za vožnjo in delovanje

1.1Splošno
Ta evropski standard določa posebne tehnične zahteve v zvezi z železnicami za delo s stroji in drugimi vozili, ki se uporabljajo za gradnjo, vzdrževanje in pregledovanje zgornjega ustroja, struktur, tirnic in fiksne opreme za električno vleko, kakor je določeno v standardu EN 14033-1.
Ta evropski standard se uporablja za vso tirno mehanizacijo in druga vozila, s skupnim imenom »težka mehanizacija«, ki delujejo izključno na železniških tirih (z izkoriščanjem oprijemljivosti med tirnicami in kolesi) ter se uporabljajo za gradnjo, vzdrževanje in pregledovanje zgornjega ustroja, struktur, tirnic in fiksne opreme za električno vleko.
Ta evropski standard se uporablja za mehanizacijo, ki je namenjena upravljanju signalizacijskih in nadzornih sistemov. Drugi podobni stroji so obravnavani v drugih evropskih standardih (glej dodatek M).
Dodatne zahteve lahko veljajo za delo na območju infrastruktur z ozkimi ali širokimi tiri, tramvajskimi tiri, železniškimi tiri, ki ne izkoriščajo oprijemljivosti med tirnicami in kolesi ter na območju podzemnih infrastruktur.
Ta evropski standard se uporablja za nazivno tirno širino 1435 mm. Nekatere zahteve lahko veljajo za delo na območju infrastruktur z nominalno ozkimi ali širokimi tiri, tramvajskimi tiri, železniškimi tiri, ki ne izkoriščajo oprijemljivosti med tirnicami in kolesi, ter na območju podzemnih infrastruktur.
Ta evropski standard zajema varnostne zahteve za težave, povezane z železniškimi tiri, za delo na območju različnih infrastruktur. Uporaba teh zahtev je predmet postopka preverjanja, ki ni del tega evropskega standarda, vendar so dodatne informacije podane v dodatku J. V vseh primerih je za dostop do infrastrukture potrebno dovoljenje za delo.
Ta evropski standard se uporablja tudi za mehanizacijo, ki jo v delovnem položaju delno podpira gramozna greda ali formacija.
Ta evropski standard se ne uporablja za:
– zahteve, povezane s kakovostjo dela, vključno s povezanimi merilnimi postopki in zmogljivostjo stroja;
– posebne zahteve, ki jih je določil vsak upravitelj železniške infrastrukture za uporabo strojev, ki bodo predmet pogajanj med proizvajalcem in upraviteljem infrastrukture.
Ta evropski standard ne obravnava naslednjih dodatnih zahtev:
– delovni postopki;
– obratovanje v težkih delovnih pogojih, ki zahtevajo posebne ukrepe (npr. delo v tunelih ali zajedah, skrajnih okoljskih razmerah, kot so zmrzal, visoke temperature, korozivna okolja, tropsko okolje, onesnažujoče okolje, močna magnetna polja);
– obratovanje, pri katerem veljajo posebna pravila (npr. potencialno eksplozivne atmosfere);
– nevarnosti zaradi napak v programski opremi;
– nevarnosti, ki se pojavijo pri ravnanju z visečimi tovori, ki lahko prosto nihajo;
– nevarnosti zaradi tlaka vetra, ki je večji od običajnega, npr. tlaki, ki jih povzroči vožnja mimoidočih vlakov s hitrostjo nad 190 km/h.
1.2 Veljavnost tega evropskega standarda
Ta evropski standard se uporablja za vso mehanizacijo, ki je naročena eno leto po datumu objave tega evropskega standarda.

General Information

Status
Published
Public Enquiry End Date
05-Oct-2014
Publication Date
06-Aug-2017
Technical Committee
Current Stage
6060 - National Implementation/Publication (Adopted Project)
Start Date
09-Jun-2017
Due Date
14-Aug-2017
Completion Date
07-Aug-2017

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SLOVENSKI STANDARD
SIST EN 14033-2:2017
01-september-2017
1DGRPHãþD
SIST EN 14033-2:2008+A1:2012

äHOH]QLãNHQDSUDYH=JRUQMLXVWURMSURJH7HåNDWLUQDPHKDQL]DFLMD]DJUDGQMRLQ

Y]GUåHYDQMHGHO7HKQLþQH]DKWHYH]DYRåQMRLQGHORYDQMH

Railway applications - Track - Railbound construction and maintenance machines - Part

2: Technical requirements for travelling and working
Bahnanwendungen - Oberbau - Schienengebundene Bau- und

Instandhaltungsmaschinen - Teil 2: Technische Anforderungen an die Versetzfahrt und

die Arbeitsstellung
Applications ferroviaires - Voie - Machines de construction et de maintenance

empruntant exclusivement les voies ferrées - Partie 2 : Prescriptions techniques pour le

déplacement et le travail
Ta slovenski standard je istoveten z: EN 14033-2:2017
ICS:
45.120 2SUHPD]DJUDGQMRLQ Equipment for
Y]GUåHYDQMHåHOH]QLFR] railway/cableway
åLþQLF construction and
maintenance
SIST EN 14033-2:2017 en,fr,de

2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

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SIST EN 14033-2:2017
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SIST EN 14033-2:2017
EN 14033-2
EUROPEAN STANDARD
NORME EUROPÉENNE
May 2017
EUROPÄISCHE NORM
ICS 45.120; 93.100 Supersedes EN 14033-2:2008+A1:2011
English Version
Railway applications - Track - Railbound construction and
maintenance machines - Part 2: Technical requirements
for travelling and working

Applications ferroviaires - Voie - Machines de Bahnanwendungen - Oberbau - Schienengebundene

construction et de maintenance empruntant Bau- und Instandhaltungsmaschinen - Teil 2:

exclusivement les voies ferrées - Partie 2 : Technische Anforderungen an die Versetzfahrt und die

Prescriptions techniques pour le déplacement et le Arbeitsstellung
travail
This European Standard was approved by CEN on 3 September 2016.

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-CENELEC 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-CENELEC Management

Centre has the same status as the official versions.

CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,

Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania,

Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland,

Turkey and United Kingdom.
EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels

© 2017 CEN All rights of exploitation in any form and by any means reserved Ref. No. EN 14033-2:2017 E

worldwide for CEN national Members.
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SIST EN 14033-2:2017
EN 14033-2:2017 (E)
Contents Page

European foreword ......................................................................................................................................... 7

Introduction ....................................................................................................................................................... 9

1 Scope ................................................................................................................................................... 10

1.1 General ............................................................................................................................................... 10

1.2 Validity of this European Standard .......................................................................................... 11

2 Normative references ................................................................................................................... 11

3 Terms and definitions ................................................................................................................... 12

4 Field of use of machines ............................................................................................................... 13

5 Specific railway requirements and/or measures ............................................................... 13

5.1 Interaction with the Infrastructure ......................................................................................... 13

5.1.1 General ............................................................................................................................................... 13

5.1.2 Stress induced into the rails ....................................................................................................... 13

5.1.3 Auxiliary wheels, auxiliary guides and working parts ...................................................... 14

5.1.4 Maximum wheel loads .................................................................................................................. 15

5.1.5 Loads applied to the ballast ........................................................................................................ 17

5.1.6 Loads applied to the formation ................................................................................................. 17

5.1.7 Loads on structures ....................................................................................................................... 17

5.2 Stability and safety against derailment .................................................................................. 18

5.2.1 Proof of overturning stability, machine stationary ............................................................ 18

5.2.2 Prevention of derailment in travelling mode ....................................................................... 20

5.2.3 Prevention of derailment during working movements .................................................... 20

5.3 Machine gauge ................................................................................................................................. 23

5.3.1 Stowing of moveable machine parts in travelling mode .................................................. 23

5.3.2 Working gauge ................................................................................................................................. 24

5.3.3 Exceedance of gauge in working mode ................................................................................... 25

5.4 Working places ................................................................................................................................ 25

5.4.1 General ............................................................................................................................................... 25

5.4.2 Arrangement of working places ................................................................................................ 25

5.4.3 Work positions – Visibility .......................................................................................................... 25

5.4.4 Cabin windows used solely for working ................................................................................. 25

5.5 Access to working places ............................................................................................................. 26

5.5.1 General ............................................................................................................................................... 26

5.5.2 Access to working places ............................................................................................................. 26

5.6 Influences on the environment.................................................................................................. 26

5.6.1 Exhaust gases ................................................................................................................................... 26

5.6.2 Noise levels outside the machine .............................................................................................. 26

5.7 Electromagnetic compatibility .................................................................................................. 26

5.8 Protection from risks due to electric traction equipment ............................................... 26

5.8.1 General ............................................................................................................................................... 26

5.8.2 Protection from live overhead lines ........................................................................................ 26

5.8.3 Minimum safety distance between machine parts and overhead line equipment . 27

5.8.4 Minimum safety distance between machine parts and conductor rail ....................... 27

5.8.5 Special earthing devices and/or protection from return traction currents ............. 28

5.8.6 Use of a pantograph for other than traction use ................................................................. 28

5.9 Protection from the risks of fire ................................................................................................ 28

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EN 14033-2:2017 (E)

5.9.1 Material requirements ................................................................................................................. 28

5.9.2 Fire detection and extinguishing systems ............................................................................. 28

5.9.3 Fire extinguishing outside of the machine ............................................................................ 28

5.10 Lighting for work ............................................................................................................................ 28

5.11 Visibility of machines .................................................................................................................... 28

5.11.1 Marker lights for warning in travelling mode ...................................................................... 28

5.11.2 Additional marker lights .............................................................................................................. 29

5.12 Braking ............................................................................................................................................... 29

5.12.1 General ............................................................................................................................................... 29

5.12.2 Stopping distances ......................................................................................................................... 29

5.12.3 Holding on gradients ..................................................................................................................... 30

5.13 Warning systems ............................................................................................................................. 30

5.13.1 System for warning personnel of traffic on adjacent tracks ........................................... 30

5.13.2 System for warning in travelling mode .................................................................................. 31

5.14 Recovery conditions ...................................................................................................................... 31

5.15 Data recording ................................................................................................................................. 31

5.16 Parameters which influence ground based systems ......................................................... 31

5.17 Traction equipment ....................................................................................................................... 31

5.18 Laser equipment ............................................................................................................................. 32

5.19 Remote control ................................................................................................................................ 32

6 Verification of the conformity to the requirements and/or particular safety

measures ............................................................................................................................................ 32

6.1 General ............................................................................................................................................... 32

6.2 Methods of testing .......................................................................................................................... 32

6.2.1 General ............................................................................................................................................... 32

6.2.2 Visual check ...................................................................................................................................... 32

6.2.3 Measurement ................................................................................................................................... 32

6.2.4 Functional test ................................................................................................................................. 33

6.2.5 Load test(s) ....................................................................................................................................... 33

6.2.6 Specific verification/measurements ....................................................................................... 33

7 User information ............................................................................................................................. 33

7.1 General ............................................................................................................................................... 33

7.1.1 Instructions ....................................................................................................................................... 33

7.1.2 Special operating instructions ................................................................................................... 33

7.1.3 Maintenance instructions ............................................................................................................ 35

7.2 Warning signs and pictograms .................................................................................................. 35

8 Marking of machines ..................................................................................................................... 35

Annex A (normative) Special national conditions ............................................................................. 36

Annex B (normative) Check list for conformity .................................................................................. 41

Annex C (normative) Warning plate ....................................................................................................... 43

Annex D (informative) Working gauge .................................................................................................. 44

D.1 General ............................................................................................................................................... 44

D.1.1 Introduction ..................................................................................................................................... 44

D.1.2 Scope ................................................................................................................................................... 44

D.1.3 List of symbols used ....................................................................................................................... 44

D.2 Determination of the horizontal working limit ................................................................... 47

D.2.1 General ............................................................................................................................................... 47

D.2.2 Characteristics of the working track and the machine ..................................................... 48

D.2.3 Characteristics of a standard vehicle travelling on the adjacent line in service ..... 48

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EN 14033-2:2017 (E)

D.3 Calculation of the reductions for the limit line of Figure D.2, applicable to the

critical parts of the machine ....................................................................................................... 48

D.4 Determination of clearance of the working parts ............................................................... 49

D.4.1 General ............................................................................................................................................... 49

D.4.2 Method of calculation .................................................................................................................... 50

D.4.3 Addition for curvature, for working parts (Z ) .................................................................... 50

D.4.4 Addition for cant (Zu) .................................................................................................................... 50

D.4.5 Addition for safety (z ) .................................................................................................................. 50

D.4.6 Kinematic clearance necessary for a standard vehicle on the track in service (RB )51

D.4.7 Possible exterior clearance for a working part (AW ) ...................................................... 51

Annex E (normative) Technical documentation ................................................................................. 57

E.1 General ............................................................................................................................................... 57

E.2 General notices on the machine ................................................................................................ 57

E.3 Assembly drawing indicating the following: ........................................................................ 57

E.4 Detailed drawings indicating the following: ......................................................................... 57

E.5 Detailed drawings with the following indications .............................................................. 57

E.6 Technical details ............................................................................................................................. 58

E.7 Possible functions of the working parts ................................................................................. 58

Annex F (normative) Limiting geometric parameters of the degraded working track ....... 59

Annex G (normative) Pictograms — Pictogram “Working direction” ........................................ 60

Annex H (informative) Method of calculating safety against derailment.................................. 61

H.1 Calculation of the safety against derailment ........................................................................ 61

H.1.1 General ............................................................................................................................................... 61

H.1.2 Calculation of the vehicle testing twist ................................................................................... 62

H.1.3 Limit value of the safety against derailment ........................................................................ 62

H.1.4 Guiding force and vertical wheel-load of the leading wheel ........................................... 63

H.1.5 Guiding force and vertical wheel-load of the leading wheel in the working load

case ...................................................................................................................................................... 63

H.1.6 Calculation of the torsional stiffness of the vehicle ............................................................ 64

Annex I (informative) Procedure for working authorization ........................................................ 67

I.1 General ............................................................................................................................................... 67

I.2 Validity and application of the authorization to work ...................................................... 67

I.2.1 Validity ............................................................................................................................................... 67

I.2.2 Field of application ........................................................................................................................ 67

I.2.3 Enlargement of field of application .......................................................................................... 67

I.2.4 Withdrawal of the authorization to work .............................................................................. 67

I.2.5 Renewal of the authorization to work .................................................................................... 67

I.3 Applications for authorization to work .................................................................................. 68

I.4 Submission of the technical documentation ......................................................................... 68

I.5 Type testing ...................................................................................................................................... 68

I.6 Quality testing .................................................................................................................................. 68

I.7 Type approval .................................................................................................................................. 68

I.8 Examining the finished machine ............................................................................................... 69

I.9 Authorization to work for machines identical to a machine that has received type

approval ............................................................................................................................................. 69

I.10 Refusal of working authorization ............................................................................................. 69

I.11 Validity of working authorization ............................................................................................ 69

I.12 Procedure for working agreement ........................................................................................... 70

Annex J (informative) Basis of calculations .......................................................................................... 71

J.1 Machines without load control devices .................................................................................. 71

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EN 14033-2:2017 (E)

J.2 Machines with load control devices ......................................................................................... 71

Annex K (informative) Instruction handbook ..................................................................................... 72

Annex L (normative) Design specification for earthing pantograph(s) where permitted on

individual infrastructures ........................................................................................................... 74

L.1 Object .................................................................................................................................................. 74

L.2 Position of the pantograph .......................................................................................................... 75

L.3 Maintaining contact between the equipotential contact strip and the contact wire75

L.4 Contact strip design ....................................................................................................................... 75

L.5 Electrical connection between the equipotential pantograph head and the rail .... 75

Annex M (informative) Structure of European Standards for track construction and

maintenance machines ................................................................................................................. 77

Bibliography ................................................................................................................................................... 79

Tables

Table 1 — Stress limit in the rails ........................................................................................................... 14

Table 2 — Maximum wheel load with the machine in travelling and working mode for

machines without wheel load control devices ..................................................................... 16

Table 3 —Maximum wheel load with the machine in working and travelling mode for

machine that do not lift a load or machine that lift a load with wheel load control

devices ................................................................................................................................................ 17

Table 4 — Load cases for calculating stability ................................................................................... 19

Table 5 — Load cases for testing prevention of overturning ........................................................ 20

Table 6 — Comparison of track parameters ....................................................................................... 21

Table 7 — Minimum safety distance between machine parts and overhead line equipment27

Table 8 — Minimum safety distance between machine parts and conductor rails .............. 27

Table 9 — Maximum stopping distances .............................................................................................. 30

Table A.1 — Special national conditions .............................................................................................. 39

Table B.1 — Determination of safety requirements and/or safety measures ........................ 41

Table F.1 — Limiting geometric parameters of the degraded working track ........................ 59

Table M.1 — Structure of European Standards for track construction and maintenance

machines ............................................................................................................................................ 78

Figures

Figure 1 — Cross section of rail showing stress points given in Table 1 .................................. 14

Figure C.1 — Warning plate ...................................................................................................................... 43

Figure C.2 — Example of general warning sign .................................................................................. 43

Figure D.1 — Position of working zones and the zone limit between the working track and

the adjacent operating track ...................................................................................................... 47

Figure D.2 — Lateral working limit ........................................................................................................ 49

Figure D.3 — Kinematic envelope necessary for a G1 or G2 gauge vehicle on a line open to

traffic on a curve of a radius 250 m ≤ R < 2 000 m .............................................................. 53

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SIST EN 14033-2:2017
EN 14033-2:2017 (E)

Figure D.4 — Kinematic space “RBk” necessary for a G1 or G2 gauge standard vehicle on

the operating track on a curve of with radius 2 000 m ≤ R < 4 000 m ......................... 54

Figure D.5 — Kinematic space “RBk” necessary for a G1 or G2 gauge vehicle on the

operating track on a curve of with radius R ≥ 4 000 m ..................................................... 55

Figure D.6 — Representation of calculating variants of the permissible working distance

AW ....................................................................................................................................................... 56

Figure G.1 — Example of pictograms denoting working directions ........................................... 60

Figure I.1 — Procedure for working agreement ................................................................................ 70

Figure L.1 —Principle of equipotential bonding (example).......................................................... 74

Figure L.2 —Contact strip freedom of movement – Example of an equipotential

pantograph ........................................................................................................................................ 75

Figure M.1 — Flowchart of European Standards for track construction and maintenance

machines ............................................................................................................................................ 77

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SIST EN 14033-2:2017
EN 14033-2:2017 (E)
European foreword

This document (EN 14033-2:2017) has been prepared by Technical Committee CEN/TC 256

“Railway applications”, the secretariat of which is held by DIN.
This European Standard shall be given the statu
...

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