natgillin/translations-raw huggingface dataset:
The Infrastructure Manager shall inform the railway undertakings of temporary performance restrictions affecting the infrastructure, which may result from unforeseen events.
Upravljavec infrastrukture obvesti zadevna prevoznike v železniškem prometu o začasnih omejitvah glede infrastrukture, ki jih lahko povzročijo nepredvidene okoliščine.
The Infrastructure Manager shall define the means for protecting workers against aerodynamic effects.
Upravljavec infrastrukture opredeli sredstva za zaščito delavcev pred aerodinamičnimi vplivi.
For the trains complying with the High-Speed Rolling Stock TSI, the Infrastructure Manager shall take into account the real speed of the trains and the maximum limit value of the aerodynamic effects given (for a speed equal to 300 km/h) by the High-Speed Rolling Stock TSI, section 4.2.6.2.1.
Za vlake, ki ustrezajo TSI za železniški vozni park za visoke hitrosti, mora upravljavec infrastrukture upoštevati dejansko hitrost vlakov in največjo mejno vrednost za aerodinamične vplive (za hitrost, ki je enaka 300 km/h), ki jo določa TSI za železniški vozni park za visoke hitrosti v oddelku 4.2.6.2.1.
The Infrastructure Manager shall have, for each high-speed line, a maintenance plan containing at least:
Upravljavec infrastrukture ima za vsako progo za visoke hitrosti načrt vzdrževanja, ki vsebuje najmanj:
a set of limit values;
sklop mejnih vrednosti;
a statement about the methods, professional competences of staff and personal protective safety equipment necessary to be used.
izjavo o metodah, strokovni usposobljenosti osebja in osebni zaščitni opremi, ki jo je treba uporabljati ;
the rules to be applied for the protection of people working on or near the track
pravila, ki veljajo za zaščito delavcev, ki delajo v bližini proge ali na njej;
the means used to check the respect of in-service values;
sredstva, ki se uporabljajo za preverjanje obratovalnih vrednosti;
the measures taken (speed restriction, repair time) when prescribed values are exceeded;
sprejete ukrepe (omejitev hitrosti, čas popravila), kadar so predvidene vrednosti presežene;
related to the following elements:
v zvezi z naslednjimi elementi:
track cant, quoted in 4.2.7;
nadvišanje tira, navedeno v 4.2.7;
track geometric quality, quoted in 4.2.10;
geometrijske lastnosti tira, navedene v 4.2.10;
switches and crossings, quoted in 4.2.12;
kretnice in križišča, navedene v 4.2.12;
platform edge, quoted in 4.2.20.
rob perona, naveden v 4.2.20 ;
inspection of tunnels condition as required by the ‘Safety in Railway Tunnels’ TSI.
preverjanje stanja predorov v skladu z zahtevami TSI „Varnost v železniških predorih“;
radius of curvature of stabling tracks quoted in 4.2.25.3.
polmer krivin stranskih tirov, naveden v 4.2.25.3.
The technical procedure and the products used in maintenance operation must not constitute a danger to human health and must not exceed the permissible levels of nuisance with regard to the surrounding environment.
Tehnični postopki in proizvodi, uporabljeni pri vzdrževanju ne smejo ogrožati zdravja ljudi in presegati dovoljenih vrednosti motenj za bližnje okolje.
The fulfilment of these requirements is to be considered as achieved when conformity of procedures and products with national regulations is demonstrated.
Izpolnjevanje teh zahtev je zagotovljeno tedaj, ko je zagotovljena skladnost postopkov in proizvodov z nacionalnimi predpisi.
The professional competences required for the staff maintaining the infrastructure subsystem shall be detailed in the maintenance plan (see section 4.5.1).
Strokovna usposobljenost, zahtevana za vzdrževalno osebje infrastrukturnega podsistema, je podrobno opisana v načrtu vzdrževanja (glej oddelek 4.5.1).
The professional competences required for the operation of the HS Infrastructure subsystem are covered by the High-Speed Traffic Operation and Management TSI
Strokovna usposobljenost, ki je zahtevana za obratovanje infrastrukturnega podsistema za visoke histrosti, je zajeta v TSI za vodenje in upravljanje železniškega prometa za visoke hitrosti.
Health and safety conditions are dealt with compliance with requirements of section 4.2, specifically sections 4.2.16 (maximum pressure variation in tunnels), 4.2.18 (electrical characteristics), 4.2.20 (platforms), 4.2.26 (Fixed installations for servicing trains) and 4.4 (operating rules).
Zdravstveni in varnostni pogoji se obravnavajo skladno za zahtevami iz oddelka 4.2, posebno še iz oddelkov 4.2.16 (največja nihanja tlaka v predorih), 4.2.18 (električne značilnosti), 4.2.20 (peroni), 4.2.26 (fiksne naprave za servisiranje vlakov) in 4.4 (obratovalna pravila).
In addition to the requirements specified in the maintenance plan (see section 4.5.1), precautions are to be taken to ensure health and a high level of safety for maintenance staff, particularly in the track area, in accordance with European and national regulations.
Poleg zahtev, navedenih v načrtih vzdrževanja (glej oddelek 4.5.1), se sprejmejo varnostni ukrepi za zagotavljanje zdravja in visoke ravni varnosti za osebje, zadolženo za vzdrževanje, zlasti v območju proge v skladu z evropskimi in nacionalnimi predpisi.
Staff engaged in the maintenance of the HS INS subsystem, when working on or near the track, shall wear reflective clothes, which bear the EC mark
Osebje, ki opravlja vzdrževalna dela podsistema HS INS, mora pri delu v bližini proge in na njej nositi odsevna oblačila, opremljena z ES-znakom.
In accordance with Article 22 (a) of Directive 96/48/EC as amended by Directive 2004/50/EC, the Register of Infrastructure shall indicate the main features of the infrastructure domain or part of it involved and their correlation with the features laid down by the High-Speed Rolling Stock TSI.
V skladu s členom 22 (a) Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, register železniške infrastrukture navaja glavne značilnosti infrastrukturnega področja ali njegovega vključenega dela in njuno povezavo z značilnostmi, določenimi v TSI za železniški vozni park za visoke hitrosti.
Annex D of the present TSI indicates which information concerning the infrastructure domain shall be included in the Register of Infrastructure.
Priloga D k tej TSI navaja katere informacije v zvezi z infrastrukturnim področjem se vključijo v infrastrukturni register.
The information to be included in the Infrastructure Register required for other subsystems are set in the TSIs concerned.
Informacije, ki jih je treba vključiti v infrastrukturni register, zahtevane za druge podsisteme, so določene v zadevni TSI.
According to Article 2(d) of Directive 96/48/EC as amended by Directive 2004/50/EC:
V skladu s členom 2(d) Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES:
Interoperability constituents are ‘any elementary component, group of components, subassembly or complete assembly of equipment incorporated or intended to be incorporated into a subsystem upon which the interoperability of the trans-European high-speed rail system depends either directly or indirectly’.
Komponente interoperabilnosti so „vsak osnovni sestavni del, skupina sestavnih delov, podsestav ali celoten sestav opreme, ki je vgrajen ali namenjen vgraditvi v podsistem, od katerega je neposredno ali posredno odvisna interoperabilnost vseevropskega železniškega sistema za visoke hitrosti“.
These specifications and assessment methods shall be developed by the process described in section 6.1.4.
Te specifikacije in metode ocenjevanja se oblikujejo v skladu s postopkom, navedenem v oddelku 6.1.4.
Interoperability constituents incorporated into these alternative track designs are referred to as novel interoperability constituent, and Chapter 6 sets out the process of the assessment of these Interoperability constituents.
Komponente interoperabilnosti, vključene v ta alternativna projektiranja tira, so obravnavane kot nove komponente interoperabilnosti in poglavje 6 določa postopek njihove ocene.
For the purposes of this technical specification for interoperability, only the following interoperability elements, whether individual components or subassemblies of the track are declared to be ‘interoperability constituents’:
Za namen te tehnične specifikacije za interoperabilnost samo naslednji elementi interoperabilnosti, bodisi posamezni sestavni deli bodisi podsestavi tira, spadajo med „komponente interoperabilnosti“ :
the rail (5.3.1)
tirnice (5.3.1)
the rail fastening systems (5.3.2)
tirni pribor (5.3.2)
track sleepers and bearers (5.3.3)
tirni pragovi in nosilci (5.3.3)
switches and crossings (5.3.4)
kretnice in križišča (5.3.4)
water filling connector (5.3.5).
priključek za oskrbo z vodo (5.3.5)
The following sections describe the specifications applicable to each of these constituents.
V naslednjih oddelkih so navedene specifikacije, ki veljajo za vsako od teh komponent.
The intrinsic specifications of the ‘rail’ interoperability constituent are the following:
Notranje specifikacije komponente interoperabilnosti „tirnice“ so naslednje:
rail head profile
profil glave tirnice,
the design linear mass
projektna dolžinska masa,
the steel grade
vrsta jekla.
The railhead profile shall be selected from the range set out in EN 13674-1:2003 annex A or shall be the profile 60 E2 defined in Annex F of this TSI.
Profil glave tirnice se izbere v območju, ki je določeno v EN 13674-1:2003, Priloga A ali se izbere profil 60 E2, ki je opredeljen v Prilogi F k tej TSI.
Section 4.2.9.2 of this TSI sets out requirements for the rail head profile to respect equivalent conicity.
Oddelek 4.2.9.2 te TSI določa zahteve za profil glave tirnice, zato da se upošteva ekvivalentna koničnost.
The railhead profile shall be selected from the range set out in EN 13674-2:2003 annex A or shall be the profile 60 E2 defined in Annex F of this TSI.
Profil glave tirnice se izbere v območju, ki je določeno v EN 13674-2:2003, Priloga A ali se izbere profil 60 E2, ki je opredeljen v Prilogi F k tej TSI.
Novel railhead profiles for plain line
Novi profili glave tirnice za vozne proge
The design of ‘novel’ (as defined in section 6.1.2) railhead profiles for plain line shall comprise:
Projektiranje „novega“ (kot je določeno v oddelku 6.1.2) profila glave tirnice za vozno progo obsega:
a lateral slope on the side of the railhead angled to between 1/20 and 1/17,2 with reference to the vertical axis of the railhead.
stransko nagnjenost ob straneh glave tirnice s kotom med 1/20 in 1/17,2 glede na vertikalno os glave tirnice.
The vertical distance between the top of this lateral slope and the top of the rail shall be less than 15 mm;
Navpična razdalja med vrhom tega stranskega nagiba in vrhom tirnice je manjša kot 15 mm;
followed by, in the direction of the upper surface, a succession of tangential curves with a radius increasing from at least 12,7 mm to at least 250 mm at the vertical axis of the railhead.
v smeri zgornje površine sledi zaporedje tangencialnih krivin s polmeri, ki se večajo od najmanj 12,7 mm do najmanj 300 mm na navpični osi glave tirnice.
The horizontal distance between the crown of the rail and the tangent point shall be between 33,5 and 36 mm.
Vodoravna razdalja med vrhnjo točko tirnice in tangentno točko je med 33,5 in 36 mm.
1 Crown of rail
1 Vrhnja točka tirnice
2 Tangent point
2 Tangentna točka
3 Lateral slope between 1:20 and 1:17.2
3 Stranski nagib med 1:20 in 1:17.2
4 Vertical axis of rail head
4 Navpična os glave tirnice
The design linear mass of the rail shall be more than 53 kg/m.
Projektna dolžinska masa presega 53 kg/m.
The steel grade of the rail shall comply with EN13674-1:2003 Chapter 5.
Vrsta jekla za tirnice ustreza zahtevam EN13674-1:2003, poglavje 5.
The steel grade of the rail shall comply with EN13674-2:2003 Chapter 5.
Vrsta jekla za tirnice ustreza zahtevam EN13674-2:2003, poglavje 5.
The applicable specifications for the rail fastening system in plain line and switches and crossings are the following:
Specifikacije, veljavne za za tirni pribor na vozni progi, kretnicah in križiščih so:
the minimum resistance to rail longitudinal slip in the fastening system shall be comply with EN 13481-2:2002;
najmanjši upor za preprečevanje vzdolžnega zdrsa tirnice v tirnem priboru ustreza zahtevam EN 13481-2:2002;
the resistance to repeated loading shall be at least the same as that required for ‘main line’ track according to EN 13481-2:2002;
odpornost proti ponavljajoči obremenitvi je najmanj taka, kot je zahtevana za „glavno progo“ v skladu z zahtevami EN 13481-2:2002;
the dynamic stiffness of the rail pad, shall not exceed 600 MN/m for fastening systems on concrete sleepers;
dinamična togost podložne plošče tirnice ne presega 600 MN/m pri tirnem priboru na betonskih pragovih;
the minimum electrical resistance required is 5 kΩ, measured in accordance with EN 13146-5.
najmanjša zahtevana električna upornost je 5 kΩ, izmerjena v skladu z EN 13146-5.
It is permissible for the Infrastructure Manager to require a higher resistance where this is required by particular control command and signalling systems;
Upravljavec infrastrukure lahko zahteva višji upor, kadar je to potrebno zaradi posebnih sistemov za upravljanje in signalizacijo.
The applicable specifications for the concrete sleepers interoperability constituent used in the ballasted track described in 6.2.5.1 are the following:
Specifikacije, veljavne za komponente interoperabilnosti betonske pragove, ki se uporabljajo pri tirih z gramozno gredo, so navedene 6.2.5.1 so:
the mass of the concrete sleepers in plain line shall be at least 220 kg,
masa betonskih pragov za vozno progo je najmanj 220 kg;
concrete sleepers in plain line shall have a minimum length of 2,25 m.
betonski pragovi v vozni progi so dolgi najmanj 2,25 m.
The switches and crossings contain the interoperability constituents mentioned before.
Kretnice in križišča vsebujejo že navedene komponente interoperabilnosti.
However, their own design characteristics shall be assessed to confirm they meet the requirements of the following sections of the present TSI:
Vendar je treba preveriti njihove lastne projektne značilnosti in tako potrditi, da ustrezajo zahtevam oddelkov v nadaljevanju te TSI:
The water filling connectors shall be compatible with the water inlet connection described in the High-Speed Rolling Stock TSI.
Priključek za oskrbo z vodo je združljiv z vstopnim priključkom za vodo, kakor je navedeno v TSI za železniški vozni park za visoke hitrosti.
The assessment procedure for conformity and suitability for use of interoperability constituents as defined in Chapter 5 of this TSI shall be carried out by application of modules as specified in Annex C to this TSI.
Postopek ocene skladnosti in primernosti za uporabo komponent interoperabilnosti, kakor je opredeljeno v poglavju 5 te TSI, se izvede z uporabo modulov iz Priloge C k tej TSI.
When it is required by the modules specified in Annex C of this TSI, the assessment of conformity and of suitability for use of an interoperability constituent shall be appraised by a Notified Body, with which the manufacturer or his authorised representative established within the Community has lodged the application.
Kadar tako zahtevajo moduli, navedeni v Prilogi C k tej TSI, oceno skladnosti in primernosti za uporabo komponente interoperabilnosti opravi priglašeni organ, pri katerem je proizvajalec ali njegov pooblaščeni zastopnik s sedežem v Skupnosti vložil zahtevek.
The manufacturer of an interoperability constituent or his authorised representative established within the Community shall draw up an EC declaration of conformity or an EC declaration of suitability for use in accordance with Article 13(1) of, and Annex IV section 3 to, Directive 96/48/EC as amended by Directive 2004/50/EC before placing the interoperability constituent on the market.
Proizvajalec komponente interoperabilnosti ali njegov pooblaščeni zastopnik s sedežem v Skupnosti sestavi ES-izjavo o skladnosti ali ES-izjavo o primernosti za uporabo v skladu s členom 13(1) in oddelka 3 Priloge IV k Direktivi 96/48/ES, kakor je bila spremenjena z Direktivo 4/50/ES, še predno je bila komponenta interoperabilnosti dana na trg.
The conformity or suitability for use of each interoperability constituent shall be assessed against three criteria:
Skladnost in primernost za uporabo posamezne komponente interoperabilnosti se oceni po treh merilih:
The interoperability constituent will be used as a component of the infrastructure subsystem which will be assessed according to section 6.2 of the TSI.
Komponenta interoperabilnosti se uporablja kot komponenta infrastrukturnega podsistema, ki se oceni v skladu z oddelkom 6.2 te TSI.
Its use in a subassembly shall not prevent the compliance of the infrastructure subsystem, within which it is intended to be used, with the requirements set out in Chapter 4 of the TSI.
Njena uporaba v podsestavu ne preprečuje skladnosti infrastrukturnega podsistema, v katerem se bo predvidoma uporabljala, z zahtevami iz poglavja 4 te TSI.
The compliance with specific technical requirements is set out in Chapter 5 of the TSI (if any).
Skladnost s specifičnimi tehničnimi zahtevami je določena v poglavju 5 te TSI (če obstaja).
An ‘Established’ interoperability constituent fulfils the following conditions:
„Uveljavljena“ komponenta interoperabilnosti izpolnjuje naslednje pogoje:
it complies with the performances set out in Chapter 5 of the present TSI
ustreza določitvi zmogljivosti iz poglavja 5 te TSI;
it complies with the relevant European standard(s)
je v skladu z ustreznimi evropskimi standardi;
it is compatible with other interoperability constituents in the particular type of subassembly within which it is intended to be used.
je združljiva z drugimi komponentami interoperabilnosti v posebni vrsti podsestava, znotraj katerega so bo predvidoma uporabljala;
the particular type of subassembly within which it is intended to be used complies with the performances set out in Chapter 4 of the present TSI insofar as they apply to the subassembly.
v posebni vrsti podsestava, znotraj katerega se bo predvidoma uporabljala, se sklada z zmogljivostmi, določenimi vpoglavju 4 te TSI, če se te nanašajo na podsestav.
A ‘Novel’ interoperability constituent fulfils the following conditions:
„Nova“ komponenta interoperabilnosti izpolnjuje naslednje pogoje:
it does not meet one or more of requirements a), b) or c) for ‘established’ interoperability constituents.
ne ustreza eni ali več zahtevam a), b) ali c) za „uveljavljene“ komponente interoperabilnosti;
The only novel interoperability constituents are the rail, rail fastening systems, track sleepers and bearers
Edine nove komponente interoperabilnosti so tirnica, tirni pribor, tirni pragovi in nosilci.
An ‘Innovative’ interoperability constituent fulfils the following condition:
„Inovativna“ komponenta interoperabilnosti izpolnjuje naslednji pogoj:
the particular type of subassembly within which it is intended to be used does not comply with the performances set out in Chapter 4 of the present TSI insofar as they apply to the subassembly.
v posebni vrsti podsestava, znotraj katerega se bo predvidoma uporabljala, se ne sklada z zmogljivostmi, določenimi v poglavju 4 te TSI, če se te nanašajo na podsestav.
The following table indicates the procedures to be followed for ‘established’ and ‘novel’ interoperability constituents depending on whether they are placed on the market before or after the publication of this TSI.
V preglednici v nadaljevanju so navedeni postopki, ki jih je treba upoštevati za „uveljavljene“ in „nove“ komponente interoperabilnosti glede na dejstvo, ali so bile dane na trg pred objavo te TSI ali po njej.
Established
Uveljavljena
Novel
Nova
Placed on the EU market before the publication of this version of the TSI
Na trgu EU pred objavo te različice TSI
procedure E1
postopek E1
procedure N1
postopek N1
Placed on the EU market after the publication of this version of the TSI
Na trgu EU po objavi te različice TSI
procedure E2
postopek E2
procedure N2
postopek N2
An example of interoperability constituent where procedure N1 would apply is a rail section already placed on the EU market that is not currently documented in EN 13674-1:2003.
Primer uporabe postopka N1 za komponento interoperabilnosti je prerez tirnice, ki je že dana na trg EU in še ni dokumentirana v EN 13674-1:2003.
Innovative solutions for interoperability require new specifications and/or new assessment methods.
Inovativne rešitve za interoperabilnost zahtevajo nove specifikacije in/ali nove metode ocenjevanja.
When a solution proposed to be an Interoperability Constituent is innovative, as defined in the section 6.1.2, the manufacturer shall state the deviations from the relevant section of the TSI.
Kadar je predlagana rešitev za komponento interoperabilnosti inovativna, kakore je opredeljeno v oddelku 6.1.2, proizvajalec navede odstopanja od ustreznega oddelka TSI.
The European Railway Agency shall finalise the appropriate functional and interface specifications of the constituents and develop the assessment methods.
Evropska agencija za železniški promet dokončno oblikuje ustrezne funkcionalne specifikacije in specifikacije vmesnikov komponent ter razvije metode ocenjevanja.
The appropriate functional and interface specifications and the assessment methods shall be incorporated in the TSI by the revision process.
Ustrezne funkcionalne specifikacije in specifikacije vmesnikov ter metode ocenjevanja se vključijo v TSI v postopku presoje.
As soon as these documents are published, the assessment procedure of the interoperability constituents may be chosen by the manufacturer or his authorised representative established within the Community, as specified in the section 6.1.5.
Kakor hitro so ti dokumenti objavljeni, lahko proizvajalec ali njegov pooblaščeni zastopnik s sedežem v Skupnosti izbere postopek ocenjevanja komponente interoperabilnosti, kakor je določeno v oddelku 6.1.5.
After entry into force of a decision of the Commission, taken in accordance with Article 21 of Directive 96/48/EC as amended by Directive 2004/50/EC, the innovative solution may be used before being incorporated into the TSI.
Po začetku veljavnosti odločbe Komisije, sprejete v skladu s členom 21 Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, se inovativna rešitev lahko uporablja pred vključitvijo v TSI.
The following modules for conformity assessment of interoperability constituents are use for the Infrastructure domain:
Na področju infrastrukture se uporabljajo naslednji moduli za oceno skladnosti komponent interoperabilnosti:
A Internal production control
A Notranja kontrola proizvodnje
Internal design control with production verification
Notranja kontrola projektiranja s preverjanjem proizvoda
B Type examination
B Pregled tipa
D Production quality management system
D Sistem vodenja kakovosti proizvodnje
F Product verification
F Verifikacija proizvoda
Full quality Management system
Sistem celovitega vodenja kakovosti
Full quality Management system with design examination
Sistem celovitega vodenja kakovosti s pregledom projektiranja
V Type validation by in service experience (suitability for use)
V Validacija tipa z obratovalnimi izkušnjami (primernost za uporabo)
The table below shows the modules for conformity assessment of interoperability constituent that may be chosen for each of the procedures identified above.
Spodnja preglednica prikazuje module za oceno skladnosti komponente interoperabilnosti, ki se lahko izberejo za vsakega izmed zgoraj navedenih postopkov.
The assessment modules are defined in Annex C of this TSI.
Ti ocenjevalni moduli so opredeljeni v Prilogi C k tej TSI.
procedures
postopki
rail
tir
fastenings
pribor
sleepers and bearers
pragovi in nosilci
or H1
ali H1 A ali H1 E2
A or H1
B+D ali B+F ali H1
B + D or B + F or H1
B+D+V ali B+F+V ali H1+V N2
B + D + V or B + F + V or H2 + V
Lastnosti in specifikacije komponente, ki prispevajo k zahtevam, določenim za podsistem, so v celoti opisane v tehnični dokumentaciji komponente interoperabilnosti skupaj z njihovimi vmesniki med začetno verifikacijo, da se omogoči nadaljnje ocenjevanje komponente kot dela podsistema.