natgillin/translations-raw huggingface dataset:
The geographical scope of this TSI is the trans-European high-speed rail system as described in Annex I to Directive 96/48/EC as amended by Directive 2004/50/EC.
Geografsko območje uporabe te TSI je vseevropski železniški sistem za visoke hitrosti, kot je navedeno v Prilogi I k Direktivi 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES.
In accordance with Article 5(3) of Directive 96/48/EC, as amended by Directive 2004/50/EC, this TSI:
V skladu s členom 5(3) Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, ta TSI:
indicates its intended scope (Chapter 2);
navaja predvideno področje uporabe (poglavje 2);
lays down essential requirements for the infrastructure subsystem (Chapter 3) and its interfaces vis-à-vis other subsystems (Chapter 4);
določa bistvene zahteve za podsistem železniška infrastruktura (poglavje 3) in njegove vmesnike z drugimi podsistemi (poglavje 4);
establishes the functional and technical specifications to be met by the subsystem and its interfaces vis-à-vis other subsystems (Chapter 4);
določa funkcionalne in tehnične specifikacije, ki jih morajo izpolnjevati podsistem in njegovi vmesniki z drugimi podsistemi (poglavje 4);
determine the interoperability constituents and interfaces which must be covered by European specifications, including European standards, which are necessary to achieve interoperability within the trans-European high-speed rail system (Chapter 5);
določa komponente interoperabilnosti in vmesnike, ki jih morajo zajeti evropske specifikacije, vključno z evropskimi standardi, potrebnimi za doseganje interoperabilnosti v vseevropskem železniškem sistemu za visoke hitrosti (poglavje 5);
states, in each case under consideration, which procedures are to be used in order to assess the conformity or the suitability for use of the interoperability constituents, on the one hand, or the EC verification of the subsystems, on the other hand (Chapter 6);
v vsakem obravnavanem primeru posebej navaja, katere postopke je treba uporabiti ne eni strani za oceno skladnosti ali primernosti za uporabo komponent interoperabilnosti ali na drugi strani za ES-verifikacijo podsistemov (oddelek 6);
indicates the strategy for implementing the TSIs (Chapter 7);
navaja strategijo izvajanja TSI (poglavje 7);
indicates, for the staff concerned, the professional competences and health and safety conditions at work required for the operation and maintenance of the subsystem, as well as for the implementation of the TSIs (Chapter 4).
navaja pogoje glede strokovne usposobljenosti, zdravja in varnosti pri delu, ki se zahtevajo za zadevno osebje pri obratovanju in vzdrževanju podsistema, pa tudi pri izvajanju TSI (poglavje 4).
In accordance with Article 6(3) of the Directive, provision may be made for specific cases for each TSI; these are indicated in Chapter 7.
V skladu s členom 6(3) Direktive se lahko za vsako TSI predvidijo posebni primeri; ti so navedeni v poglavju 7.
This TSI also sets out, in Chapter 4, the operating and maintenance rules specific to the scope indicated in paragraphs 1.1 and 1.2 above.
Ta TSI v poglavju 4 določa tudi posebna pravila glede obratovanja in vzdrževanja za področje uporabe, navedeno v navedenih odstavkih 1.1 in 1.2.
DEFINITION OF THE INFRASTRUCTURE DOMAIN/SCOPE OF APPLICATION
OPREDELITEV PODROČJA ŽELEZNIŠKE INFRASTRUKTURE/PODROČJA UPORABE
This TSI covers the infrastructure domain, which includes:
Ta TSI zajema področje železniške infrastrukture, ki obsega:
the infrastructure structural subsystem
infrastrukturni strukturni podsistem;
the part of the maintenance operational subsystem relating to the infrastructure subsystem.
del vzdrževalnega operativnega podsistema v zvezi z infrastrukturnim podsistemom;
the fixed installations of the rolling stock maintenance operational subsystem relating to servicing (i.e. washing machines, sand and water supply; refuelling and connection for fixed toilet discharge installations)
fiksne naprave vzdrževalnega operativnega podsistema železniškega voznega parka v zvezi s servisiranjem (npr. stroji za pranje, naprave za preskrbo s peskom in vodo, naprave za preskrbo z gorivom in priključek naprav za praznjenje fiksnih stranišč).
The infrastructure structural subsystem of the trans-European high-speed rail system includes the tracks and switches and crossings of the high-speed lines within the scope set out in Chapter 1.
Podsistem strukturne narave infrastrukture vseevropskega železniškega sistema za visoke hitrosti obsega tire, kretnice in križišča za proge za visoke hitrosti znotraj področja uporabe, določenega v poglavju 1.
These tracks are those defined in the Infrastructure Register of the section of line concerned.
Te proge so opredeljene v registru železniške infrastrukture odseka zadevne proge.
The infrastructure structural subsystem also includes:
Podsistem strukturne narave infrastruktureobsega tudi:
structure supporting or protecting the track
strukturno podporo ali zaščito proge;
line side structures and civil engineering works that could affect the interoperability of the railway
objekte ob progi in gradbena dela, ki lahko vplivajo na interoperabilnost železnice;
passenger platforms and other station infrastructure that could affect the interoperability of railway
potniške perone in drugo postajno infrastrukturo, ki lahko vpliva na interoperabilnost železnice;
arrangements necessary within the subsystem to protect the environment
potrebne ureditve znotraj podsistema za zagotovitev varstva okolja;
arrangements to safeguard passenger safety in the event of degraded operations
ureditve za ohranjanje varnosti potnikov v poslabšanih obratovalnih razmerah.
The aspects of the infrastructure domain relating to the interoperability of the trans-European high-speed rail system are described below, on the basis of the functions which it is intended to provide, with the principles adopted concerning them.
V nadaljevanju so navedeni vidiki področja infrastrukture, povezani z interoperabilnostjo vseevropskega železniškega sistema za visoke hitrosti, skupaj s sprejetimi načeli, ki veljajo zanje, in sicer na podlagi funkcij, ki jih mora to področje zagotovljati.
Plain line track
Vozni tir
The plain line track constitutes the physical guideway for the vehicles, the characteristics of which enable the trains complying with the High-Speed Rolling Stock TSI to run under the desired conditions of safety and with the specified performance.
Vozni tir je fizična vozna pot za vozila, katere značilnosti omogočajo vlakom, skladnim s TSI za železniški vozni park za visoke hitrosti, da vozijo v okviru želenih varnostnih pogojev in z določenimi zmogljivostmi.
The distance between the two rails, as well as the relationship between wheels and rails coming into mutual contact, is defined to ensure compatibility of the infrastructure with the rolling stock subsystem.
Da se zagotovi usklajenost železniške infrastrukture s podsistemom železniškega voznega parka, so razdalja med tirnicama ter razmerja med kolesi in tirnicami, ki prihajajo v stik, opredeljeni.
Switches and crossings, allowing changes of route, are to comply with relevant specifications stipulated for the plain line track and functional design dimensions to allow technical compatibility with the trains complying with the High-Speed Rolling Stock TSI.
Kretnice in križišča, ki omogočajo spreminjanje smeri, se morajo skladati z ustreznimi specifikacijami za vozni tir in s funkcionalnimi projektnimi merami, kar omogoča tehnično združljivost z vlaki, ki ustrezajo TSI za železniški vozni park za visoke hitrosti. Stranski tiri
Stabling tracks
Za stranske tire se ne zahteva skladnost z vsemi značilnostmi voznega tira.
Stabling tracks are not required to comply with all the characteristics of the plain line track; however, stabling tracks are to comply with some specific requirements as set out in Chapter 4 to allow technical compatibility with trains complying with High-Speed Rolling Stock TSI.
Vendar pa morajo stranski tiri izpolnjevati nekatere posebne zahteve, kakor je določeno v poglavju 4, zaradi tehnične združljivosti z vlaki, ki ustrezajo TSI za železniški vozni park za visoke hitrosti.
Plain line track and switches and crossings
Vozni tir ter kretnice in križišča
The forces exerted by the vehicles on the track, which determine both the conditions relating to safety against vehicle derailment and the characteristics of the track's ability to withstand them, stem solely from the contact between the wheels and the rails and from any associated braking equipment when this acts directly on the rail.
Sile, s katerimi delujejo vozila na tirnico in ki določajo pogoje v zvezi z zaščito pred iztirjenjem vozil in značilnosti zmogljivosti tirnice, da jih prenese, izvirajo izključno iz stika med kolesi in tirnicami ter katere koli ustrezne zavorne opreme, kadar ta neposredno deluje na tirnico.
These forces include vertical forces, lateral forces and longitudinal forces.
Te sile so sestavljene iz navpičnih, stranskih in vzdolžnih sil.
For each of these three types of forces, one or more characteristic criteria of the mechanical interaction between the vehicle and the track are defined as limits not to be exceeded by the vehicle and, conversely, as the minimum loadings which the track must be able to withstand.
Pri vsaki izmed navedenih treh vrst sil je eno merilo ali več, značilnih za mehanično vzajemno delovanje med vozilom in tirom, opredeljenih kot omejitve, ki jih vozilo ne sme preseči, in nasprotno, kot minimalne obremenitve, ki jih mora tir vzdržati.
According to Article 5(4) of Directive 96/48/EC as amended by Directive 2004/50/EC, these criteria are not an impediment to choosing higher limit values as appropriate for running other trains.
V skladu s členom 5(4) Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, ta merila ne onemogočajo izbire večjih mejnih vrednosti, primernih za vožnjo drugih vlakov.
These characteristic safety criteria of the vehicle-track interaction are the interfaces with the rolling stock subsystem.
Navedena značilna varnostna merila medsebojnega vplivanja vozilo-tir so vmesniki s podsistemom železniškega voznega parka.
Structures supporting the track
Konstrukcije za podporo proge
In addition to the above mentioned effects on plain line track and switches and crossings, high-speed traffic has a critical effect on the dynamic behaviour of railway bridges depending on the frequency of repetition of the vehicle axle loads, and they constitute an interface with the rolling stock subsystem.
Poleg zgoraj navedenih učinkov na voznem tiru, kretnicah in križiščih se pri prometu z visoko hitrostjo pojavi kritični učinek na dinamično obnašanje železniških mostov, ki je odvisno od pogostosti ponovitev osnih obremenitev vozila. So vmesnik s podsistemom železniškega voznega parka.
Structure gauge and distance between track centres
Profil ustroja in medtirna razdalja
The structure gauge and the distance between track centres define mainly the distance between the vehicle envelopes, the pantograph and the lineside structures, and between the vehicles envelopes themselves when trains pass.
Profil ustroja in razdalja med osema sosednjih tirov v glavnem določata razdaljo med stenami koša vozila, odjemnikom toka in objekti ob progi ter med samimi vozili pri srečanju vlakov.
Besides the necessary requirements to prevent vehicles fouling the structure gauge, these interfaces also allow the derivation of the lateral aerodynamic forces affecting the vehicles and, reciprocally, the fixed plant.
Poleg zahtev, potrebnih za preprečevanje, da bi vozila presegala profil ustroja, ti vmesniki omogočajo tudi določitev stranskih aerodinamičnih sil, ki vplivajo na vozila, in vzajemno na fiksne naprave.
Civil engineering works and lineside structures
Gradbena dela in objekti ob progi
Civil engineering works and lineside structures are to respect the requirements relating to the structure gauge.
Pri gradbenih delih in objektih ob progi je treba upoštevati zahteve v zvezi s profilom ustroja.
The aerodynamic forces acting on some lineside installations and on pressure variations in tunnels depend on the aerodynamic characteristics of the trains complying with the High-Speed Rolling Stock TSI, and therefore constitute interfaces with the rolling stock subsystem
Aerodinamične sile, ki delujejo na nekatere naprave ob progi in vplivajo na nihanja tlaka v predorih, so odvisne od aerodinamičnih značilnosti vlakov, ki ustrezajo TSI za železniški vozni park za visoke hitrosti in so zato vmesniki s podsistemom železniškega voznega parka.
The pressure variations which the passengers may have to withstand as vehicles run through tunnels are a function, mainly, of the running speed, of the cross-sectional area, length and aerodynamic shape of the trainset, and the tunnel length and cross-sectional area.
Nihanje tlaka, za katerega se lahko izkaže, da ga morajo vzdržati potniki med vožnjo vozila skozi predore, je večinoma posledica hitrosti vožnje, območja prečnega prereza, dolžine in aerodinamične oblike motornega vlaka in motorne garniture ter dolžine in območja prečnega prereza predora.
They are limited to an acceptable value from the standpoint of passengers' health and therefore constitute an interface with the rolling stock subsystem.
Omejeno je na sprejemljivo vrednost z vidika zdravja potnikov in je zato vmesnik s podsistemom železniškega voznega parka.
Passengers' platform
Potniški peron
The infrastructure subsystem includes the means allowing passengers to board trains: station platforms and their fittings and fixtures.
Infrastrukturni podsistem vključuje sredstva, ki potnikom omogočajo, da vstopijo na vlak: postajne perone, njihovo opremo in naprave.
The interoperability of the subsystem concerns essentially the height and length of platforms, the pressure effects when trains run through underground stations.
Za interoperabilnost podsistema so zelo pomembni višina in dolžina peronov ter tlačni učinki med vožnjo vlaka skozi podzemne postaje.
These elements are in interface with the rolling stock subsystem.
Ti elementi so vmesniki s podsistemom železniškega voznega parka.
People with reduced mobility
Funkcionalno ovirane osebe
To enhance the accessibility of rail transport to the people with reduced mobility, the arrangements are to facilitate the accessibility of the public areas of the infrastructure and particularly for the interface platform-train and the needs for evacuation in the case of hazardous situations.
Zaradi povečanja dostopnosti železniškega prevoza funkcionalno oviranim osebam je treba zagotoviti ureditve za olajšanje dostopa do javnih infrastrukturnih območij, posebej še za vmesnik železniški peron-vlak in za zagotavljanje možnosti evakuacije pri nevarnosti.
The lineside security, protection against vehicle intrusion and protection against cross winds involve interfaces with the rolling stock, control command and signalling and operation subsystems.
Varnost ob progah, zaščita pred vdorom vozil in zaščita pred bočnimi vetrovi vključujejo vmesnike s podsistemi železniškega voznega parka, upravljanja-vodenja in signalizacije ter obratovanja.
The scope covers also the arrangements necessary to ensure the monitoring and maintenance of the facilities, in keeping with the essential requirements
Področje uporabe obsega tudi potrebne ureditve za zagotovljanje spremljanja in vzdrževanja objektov v skladu z bistvenimi zahtevami.
In the event of incidents, Infrastructure is to provide safety arrangements for the stations area and the track accessible to persons in the event of possible incidents.
Ob nezgodah mora infrastruktura zagotoviti varnostne ureditve postajnega območja in proge, ki so dostopne osebam v primeru morebitnih nezgod.
The scope covers arrangements necessary within the infrastructure to protect the environment.
Področje uporabe obsega potrebne ureditve znotraj infrastrukture za varstvo okolja.
The scope covers the fixed installations to service the rolling stock (i.e. washing machines, sand and water supply, refuelling and connection for fixed toilet discharge installations).
Področje uporabe obsega fiksne naprave za servisiranje železniškega voznega parka (npr. stroje za pranje, oskrbo s peskom in vodo, naprave za oskrbo z gorivom in priključek naprav za praznjenje fiksnih stranišč).
In the scope of the present TSI compliance with the specifications described:
Na področju uporabe te TSI skladnost s specifikacijami, navedenimi:
and of verification of the subsystems, as described in Chapter 6
in verifikacije podsistemov, kot je opisana v poglavju 6;
ensures fulfilment of the relevant essential requirements quoted in section 3.2 and 3.3 of this TSI.
zagotavlja izpolnjevanje ustreznih bistvenih zahtev, navedenih v oddelkih 3.2 in 3.3 te TSI.
Nevertheless, if part of the essential requirements are covered by national rules because of:
Vendar, če del bistvenih zahtev urejajo nacionalni predpisi zaradi:
open and reserved points declared in the TSI,
odprtih točk ali pridržkov, navedenih v TSI;
derogation under article 7 of Directive 96/48/EC as amended by Directive 2004/50/EC,
odstopanj v skladu s členom 7 Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES;
specific cases described in section 7.3 of the present TSI,
posebnih primerov, navedenih v oddelku 7.3 te TSI;
The corresponding conformity assessment shall be carried out according to procedures under the responsibility of the Member State concerned.
se ustrezna ocena skladnosti izvede v skladu s postopki, za katere je pristojna zadevna država članica.
According to Article 4(1) of Directive 96/48/EC as amended by Directive 2004/50/EC, the trans-European high-speed rail system, its subsystems and its interoperability constituents is to fulfil the essential requirements set out in general terms in Annex III to the Directive.
V skladu s členom 4(1) Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, vseevropski železniški sistem za visoke hitrosti, njegovi podsistemi in njegove komponente interoperabilnosti izpolnjujejo bistvene zahteve, določene v splošnih pogojih iz Priloge III k Direktivi.
The essential requirements may, according to Annex III of Directive 96/48/EC as amended by Directive 2004/50/EC, be of general nature and applicable to the whole of the trans-European high-speed network or have special features that are specific to each subsystem and its constituents.
Bistvene zahteve so lahko v skladu s Prilogo III k Direktivi 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, splošne narave in veljajo za celotno vseevropsko omrežje za visoke hitrosti ali pa imajo posebne lastnosti, ki so značilne za vsak posamezen podsistem in njegove komponente.
The essential requirements as defined in Annex III of the Directive are quoted in the following paragraph 3.2.1 and 3.2.2:
Bistvene zahteve, ki so določene v Prilogi III k Direktivi, so navedene v odstavkih 3.2.1 in 3.2.2 v nadaljevanju:
Annex III of Directive 96/48/EC, as amended by Directive 2004/50/EC, gives the essential requirements.
Priloga III k Direktivi 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, vsebuje bistvene zahteve.
The general requirements relevant for this TSI are copied below:
Splošne zahteve v zvezi s to TSi so navedene spodaj:
The design, construction or assembly, maintenance and monitoring of safety-critical components, and more particularly of the components involved in train movements must be such as to guarantee safety at the level corresponding to the aims laid down for the network, including those for specific degraded situations.
Projektiranje, gradnja ali sestavljanje, vzdrževanje in spremljanje za varnost pomembnih komponent in zlasti tistih, ki so vključene v vožnjo vlaka, morajo jamčiti varnost na ravni, ki ustreza ciljem, določenim za to omrežje, vključno s tistimi za posebne poslabšane razmere.
The parameters involved in the wheel/rail contact must meet the stability requirements needed in order to guarantee safe movement at the maximum authorised speed.
Parametri pri stiku kolo-tir morajo izpolnjevati zahteve stabilnosti, ki so potrebne za zagotovitev varne vožnje pri največji dovoljeni hitrosti.
The components used must withstand any normal or exceptional stresses that have been specified during their period in service.
Sestavni deli, ki se uporabljajo, morajo prenesti vse običajne in izredne obremenitve, ki so bile ugotovljene med njihovim obratovanjem.
The safety repercussions of any accidental failures must be limited by appropriate means.
Varnostne posledice naključnih napak morajo biti omejene z ustreznimi sredstvi.
The design of fixed installations and rolling stock and the choice of the materials used must be aimed at limiting the generation, propagation and effects of fire and smoke in the event of a fire.
Projektiranje fiksnih naprav in železniškega voznega parka ter izbira uporabljenega materiala morata biti taka, da pri požaru omejujeta nastajanje, širjenje in učinke ognja ali dima.
Any devices intended to be handled by users must be so designed as not to impair their safety if used foreseeably in a manner not in accordance with the posted instructions.
Vse naprave, s katerimi bodo upravljali uporabniki, morajo biti projektirane tako, da ne ogrožajo njihove varnosti, če jih uporabljajo na predvidljiv način, ki ni v skladu z objavljenimi navodili.
The monitoring and maintenance of fixed or movable components that are involved in train movements must be organised, carried out and quantified in such a manner as to maintain their operation under the intended conditions.
Spremljanje in vzdrževanje fiksnih in gibljivih sestavnih delov, ki so udeleženi v vožnji vlakov, morata biti organizirana, izvedena in količinsko opredeljena tako, da se njihovo delovanje vzdržuje pod predvidenimi pogoji.
Materials likely, by virtue of the way they are used, to constitute a health hazard to those having access to them must not be used in trains and railway infrastructures.
Materiali, ki zaradi načina uporabe lahko pomenijo tveganje za zdravje tistih, ki imajo dostop do njih, ne smejo biti uporabljeni na vlakih ali železniških infrastrukturah.
Those materials must be selected, deployed and used in such a way as to restrict the emission of harmful and dangerous fumes or gases, particularly in the event of fire.
Te materiale je treba izbrati, razporediti in uporabljati tako, da se omeji emisija škodljivih in nevarnih dimov ali plinov, zlasti ob požaru.
The repercussions on the environment of the establishment and operation of the trans-European high-speed rail system must be assessed and taken into account at the design stage of the system in accordance with the Community provisions in force.
V skladu z veljavnimi določbami Skupnosti je treba v fazi projektiranja sistema oceniti in upoštevati vpliv vzpostavitve in obratovanja vseevropskega železniškega sistema za visoke hitrosti na okolje.
The materials used in the trains and infrastructures must prevent the emission of fumes or gases which are harmful and dangerous to the environment, particularly in the event of fire.
Materiali, uporabljeni na vlakih in v infrastrukturi, morajo preprečiti emisije hlapov in plinov, ki so škodljivi ter nevarni za okolje, zlasti ob požaru.
The rolling stock and energy-supply systems must be designed and manufactured in such a way as to be electromagnetically compatible with the installations, equipment and public or private networks with which they might interfere.
Železniški vozni park in sistemi za dobavo energije morajo biti projektirani in proizvedeni tako, da so elektromagnetsko združljivi z napravami, opremo in javnimi ali zasebnimi omrežji, ki bi jih lahko ovirali.
The technical characteristics of the infrastructures and fixed installations must be compatible with each other and with those of the trains to be used on the trans-European high-speed rail system.
Tehnične značilnosti infrastruktur in fiksnih naprav morajo biti združljive druga z drugo in z značilnostmi vlakov, ki so namenjeni za uporabo v vseevropskem železniškem sistemu za visoke hitrosti.
If adherence to these characteristics proves difficult on certain sections of the network, temporary solutions, which ensure compatibility in the future, may be implemented.’
Če je na nekaterih odsekih omrežja prilagajanje teh značilnosti težko izvedljivo, se lahko izvajajo začasne rešitve, ki zagotavljajo združljivost v prihodnje.“