natgillin/translations-raw huggingface dataset:
On horizontal curves, due allowance must be made for curvature and cant effects.
Na horizontalnih krivinah je treba predvideti toleranco za ukrivljenost in posledice nadvišanja.
On vertical curves, due allowance must be made for the effects of such curvature.
Na vertikalnih krivinah je treba predvideti toleranco za posledice take ukrivljenosti.
The underclearance protrusion limit of 60 mm for structures is subject to all the restrictions set down in standard PW4.
Za mejno vrednost 60 mm za vdore v prostor pri konstrukcijah veljajo vse omejitve iz standarda PW4.
The protrusion figure is zero for the Dublin Suburban Area (see standard PW4 for minor exceptions).
Vrednost vdora za predmestno območje Dublina (glej standard PW4 za manjše izjeme) je nič.
Bridges:
Mostovi:
The vertical height of 4830 mm is a finished height.
Vertikalna višina 4830 mm je končna višina.
If extra ballast is proposed, or a track fit is necessary, in order to improve longitudinal profile, a greater height must be provided.
Če je predlagan dodatni tamponski sloj ali je potrebna prilagoditev tira za izboljšanje vzdolžnega profila, je treba zagotoviti večjo višino.
Under certain circumstances the figure of 4830 may be reduced to 4690 mm.
V določenih okoliščinah se lahko vrednost 4830 zmanjša na 4690 mm.
Bridge and structure heights must be increased by the values given in Table A, where cant is involved.
Kjer pride do nadvišanja, je treba mostove in konstrukcije zvišati za vrednosti iz preglednice A.
CANT
NADVIŠANJE
Bridge abutments must be 4500 mm from nearest running edge subject to curvature effects.
Mostovni oporniki morajo biti 4500 mm stran od najbližjega roba vozne površine, odvisno od vplivov krivin.
If electrification is envisaged and there is a level crossing nearby, the vertical clearance must be increased to 6140 mm.
Če je predvidena elektrifikacija, v bližini pa je nivojsko križišče, je treba vertikalni izrez povečati na 6140 mm.
There is an allowance for a 700 mm wide walkway.
Pusti se prostor za 700mm široko pešpot.
Where no walkway is provided, the dimension referred to may be reduced to 1790 mm.
Kjer pešpoti ni, se navedena mera lahko zmanjša na 1790 mm.
See standard PW39 for comprehensive schedule of platform widths.
Glej standard PW39 za obsežen seznam peronskih širin.
The railway networks of Ireland and Northern Ireland are made up of lines laid to a gauge of 1602 mm. By application of Article 7(b) of Council Directive 96/48/EC as amended by Directive 2004/50/EC, projects for new lines in Ireland and Northern Ireland shall keep that gauge.
Železniška omrežja Irske in Severne Irske so sestavljena iz prog s tirno širino 1602 mm. V okviru člena 7(b) Direktive Sveta 96/48/ES načrti za nove proge na Irskem in Severnem Irskem ohranijo ta profil.
As a track gauge of 1602 mm will be kept, the provisions of the present TSI concerning the minimum curve radius and the associated elements (track cant and cant deficiency) are not applicable on the railway networks of Ireland and Northern Ireland.
Ker se ohrani tirna širina 1602 mm, določbe te TSI, ki se nanaša na najmanjši polmer krivine in pripadajoče elemente (nadvišanje tira in primanjkljaj nadvišanja) ne veljajo na železniških omrežjih Irske in Severne Irske.
On the lines of Ireland and Northern Ireland networks, the minimum usable length for passenger platforms and stabling tracks used by high-speed trains is set at 215 m.
Na progah irskega in severnoirskega omrežja je najmanjša uporabna dolžina potniških peronov in stranskih tirov za hitre vlake 215 m.
On the lines of Ireland and Northern Ireland networks, platforms shall have a design height of 915 mm. Platform heights shall be chosen so as to make optimal use of the step positions on trains built to the IRL1 loading gauge.
Na progah irskega in severnoirskega omrežja je projektirana višina peronov 915 mm. Višina perona se izbere tako, da se optimalno izkoristi položaj stopnic na vlakih, ki so vgrajene v skladu z nakladalnim profilom IRL 1.
The minimum distance between track centres on existing lines in Ireland and Northern Ireland shall be increased in advance of upgrading to ensure safe passing clearance between trains.
Najmanjša razdalja med osema sosednjih tirov na obstoječih progah na Irskem in Severnem Irskem se poveča za namen nadgradnje, da se zagotovi varen prehod mimovozečih vlakov.
Distance of the platform from the centre of the track for the platforms with the height of 550 mm
Razdalja od perona do osi tira za perone z višino 550 mm
On the lines of the Italian network, for the platforms with the height of 550 mm, the nominal distance L from the track centre parallel to the running plane is obtained from the formula:
Na progah italijanskega omrežja se nazivna razdalja L od osi tira vzporedno z ravnino vožnje za perone višine 550 mm izračuna po formuli:
on straight track and inside the curves:
na ravnih progah in znotraj krivin:
outside the curves:
zunaj krivin:
where δ is the angle of the cant with the horizontal line.
kjer je δ kot med nadvišanjem in vodoravno premico.
Platform height is 840 mm
Višina perona je 840 mm.
Track gauge of 1668 mm
Tirna širina 1668 mm
The minimum platform length is reduced to 225 m.
Najmanjša dolžina perona je zmanjšana na 225 m.
Stabling tracks: minimum length
Stranski tiri: najmanjša dolžina
The length of stabling tracks may be limited so as to accommodate for a maximum train length of 225 m.
Dolžina stranskih tirov je omejena tako, da ustreza največji dolžini vlaka 225 m.
Platforms — distance from centre of track
Peroni – razdalja od osi tira
The nominal distance L from the track centre parallel to the running plane shall be,
Nazivna razdalja L od osi tira vzporedno z ravnino vožnje je:
L = 1700 mm + Si, o L (mm), S (mm)
L = 1700 mm + Si, o L (mm), S (mm),
where S is depending on curve radii (R) and installed cant (D) obtained from the formula:
kjer je S odvisen od polmera krivine (R) in je dejansko nadvišanje (D) izračunano po formuli:
For inner curves:
za notranje krivine:
(for platform height 580 mm)
(za višino perona 580 mm)
(for platform height 730 mm D/2)*
(za višino perona730 mm D/2)*
For outer curves:
za zunanje krivine:
Tolerances for the (positioning) nominal distance L (1700 mm) of the platform edges are in mm:
Tolerance za (pozicionirno) nazivno razdaljo L (1700 mm) robov perona so v mm:
New construction:
Nova konstrukcija:
Maintenance tolerance:
Vzdrževalna tolerance:
Safety limit tolerance:
Toleranca varnostne omejitve:
The nominal platform height is 580 mm or 730 mm
Nazivna višina perona je 580 mm ali 730 mm.
The structure gauge must allow trains built to gauge GB and OSZD 2-SM (see diagram below)
Profil ustroja mora omogočiti promet vlakov, ki ustrezajo profilu GB in OSZD 2-SM (glej spodnjo risbo).
In conformity with article 6(3) of Directive 96/48/EC as amended by Directive 2004/50/EC, the Agency shall be responsible for preparing the review and updating of TSIs and making appropriate recommendations to the Committee referred to in Article 21 of this directive in order to take account of developments in technology or social requirements.
Skladno s členom 6(3) Direktive 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES, je agencija pooblaščena za pripravo pregleda in posodobitve TSI ter dajanje ustreznih priporočil odboru, navedenem v členu 21 te direktive, da se upošteva tehnološki razvoj ali družbene zahteve.
Proposed changes to this TSI shall be subject to rigorous review and updated TSIs will be published on an indicative periodic basis of 3 years.
Predlagane spremembe te TSI so predmet temeljitega pregleda, posodobljene TSI pa se objavijo približno vsake 3 leta.
This will also include the possibility of including noise parameters for infrastructure.
To vključuje tudi možnost vključevanja parametrov hrupa za infrastrukturo.
The study shall be limited to only those routes that are required to be noise-mapped under the Environmental Noise Directive 2002/49/EC of 22 June 2002.
Študija mora biti omejena samo na tiste proge, za katere se zahteva, da so označene kot hrupne v Okoljski direktivi za hrup 2002/49/ES z dne 22. junija 2002.
Infrastructure treatments to be referred to shall be restricted to measures at source, e.g. railhead roughness control and the acoustic optimisation of track dynamic characteristics.
Postopki na področju infrastrukture, na katere se je treba sklicevati, morajo biti omejeni na ukrepe na samem viru, npr. preverjanje hrapavosti glave tira in akustično optimiranje dinamičnih značilnosti tirov.
Member States shall notify the Commission, within 6 months after the entry into force of this TSI, of the following agreements under which the subsystems related to the scope of this TSI (construction, renewal, upgrading, placing in service, operation and maintenance of subsystems as defined in Chapter 2 of this TSI) are operated:
Države članice v 6 mesecih po začetku veljavnosti te TSI obvestijo Komisijo o naslednjih sporazumih, po katerih obratujejo podsistemi, ki so na področju uporabe te TSI (gradnja, obnova, nadgradnja, začetek obratovanja, obratovanje in vzdrževanje podsistemov, kot je opredeljeno v poglavju 2 te TSI):
national, bilateral or multilateral agreements between Member States and Infrastructure Managers or Railway Undertakings, agreed on either a permanent or temporary basis, and required due to the very specific or local nature of the intended transport service;
nacionalni, dvostranski ali večstranski sporazumi med državami članicami in upravljavci infrastrukture ali prevozniki v železniškem prometu, sklenjeni bodisi za trajno bodisi začasno, ki so nujni zaradi posebne ali lokalne narave nameravane prevozne storitve;
bilateral or multilateral agreements between Infrastructure Managers, Railway Undertakings or between Member States, which deliver significant levels of local or regional interoperability;
dvostranski ali večstranski sporazumi med upravljavci železniške infrastrukture, prevozniki v železniškem prometu ali med državami članicami, ki zagotavljajo pomembne ravni lokalne ali regionalne interoperabilnosti;
international agreements between one or more Member States and at least one third country, or between Infrastructure Managers or Railway Undertakings of Member States and at least one Infrastructure Manager or Railway Undertaking of a third country, which deliver significant levels of local or regional interoperability.
mednarodni sporazumi med eno državo članico ali več državami članicami in vsaj eno tretjo državo ali med upravljavci železniške infrastrukture ali prevozniki v železniškem prometu držav članic in vsaj enim upravljavcem železniške infrastrukture ali prevoznikom v železniškem prometu tretje države, ki zagotavljajo pomembne ravni lokalne ali regionalne interoperabilnosti.
Continued operation/maintenance of the subsystems in the scope of this TSI covered by these agreements shall be permitted as far as they do comply with Community legislation.
Neprekinjeno obratovanje/vzdrževanje podsistema na področju uporabe te TSI, ki jih zajemajo ti sporazumi, se dovoli, če so skladni z zakonodajo Skupnosti.
The compatibility of these agreements with EU legislation including their non-discriminatory character and, in particular, this TSI, will be assessed and the Commission will take the necessary measures such as, for example, the revision of this TSI to include possible specific cases or transitional measures.
Oceni se združljivost teh sporazumov z zakonodajo EU, vključno z načelom nediskriminacije, in zlasti združljivost s to TSI, Komisija pa bo sprejela potrebne ukrepe, kot je na primer revizija te TSI, da bi se vključili morebitni posebni primeri ali prehodni ukrepi.
The same procedure of § 7.5.1 then applies.
Uporabi se isti postopek kot v členu 7.5.1.
Sections of Annex III of Directive 96/48/EC, as amended by Directive 2004/50/EC.
Oddelki Priloge III k Direktivi 96/48/ES, kakor je bila spremenjena z Direktivo 2004/50/ES.
The rail temperature increase due to energy dissipated in it amounts to 0,035 oC per kN of braking force per rail string; this corresponds (for both rail strings) to rail temperature increases of around 6 oC per train in case of emergency braking.
Povečanje temperature tirnice zaradi sproščene energije v njej doseže do 0,035 oC na kN zavorne sile na tirno vez; kar ustreza (za obe tirni vezi) povečanju temperature tira za pribl. 6 oC na vlak pri zasilnem zaviranju.
It must be underlined that actual track quality is not the reference track quality defined to assess rolling stock against pass-by noise limits.
Treba je poudariti, da dejanska kakovost tira ni referenčna kakovost tira, opredeljena za oceno železniškega voznega parka glede mejnih vrednosti hrupa pri vožnji mimo.
In the case of established products placed on the market before the publication of this version of the TSI, the type is considered to have been approved and therefore type examination (module B) is not necessary.
Pri uveljavljenem izdelku, danem na trg pred izdajo te različice TSI, se šteje, da je tip odobren in zaradi tega preverjanje tipa (modul B) ni potrebno.
However, the manufacturer shall demonstrate that tests and verification of interoperability constituents have been considered successful for previous applications under comparable conditions and are in conformity with the requirements of this TSI.
Vendar mora proizvajalec dokazati uspešnost preverjanja in preskusa komponente interoperabilnosti za prejšnje vloge ob primerljivih pogojih in skladnost z zahtevami te TSI.
If it is not possible to demonstrate that the solution is positively proven in the past, procedure E2 applies.
Če ni mogoče dokazati, da je bila rešitev v preteklosti pozitivno potrjena, se uporablja postopek E2.
in Chapter 4 for the subsystems
v poglavju 4 za podsisteme
and in Chapter 5 for the interoperability constituents,
in v poglavju 5 za komponente interoperabilnosti;
as demonstrated by a positive result of the assessment of:
kot prikazuje pozitivni rezultat ocene:
conformity and/or suitability for use of the interoperability constituents,
skladnosti in/ali primernosti komponent interoperabilnosti za uporabo
Reference High-speed Rolling Stock TSI
Sklic na TSI za železniški vozni park za visoke hitrosti
Crosswinds
Bočni vetrovi
(platform height),
(višina perona),
usable length of the platform
Uporabna dolžina perona
Access (open point)
Dostop (odprta točka)
Driver's cab
Kabina strojevodje
Maximum train length
Največja dolžina vlaka
In the case where assessment of conformity is most effectively undertaken by using track recording vehicle, the Notified Body is permitted to use the results produced by track recording vehicle operated on behalf of the Infrastructure Manager or contracting entity.
Kadar je ocena skladnosti najučinkoviteje izvedena z uporabo vozila za zapisovanje proge, je priglašenemu organu dovoljeno uporabiti rezultate, ki jih izdela vozilo za zapisovanje proge, ki je delovalo po naročilu upravljavca infrastrukture ali naročnika.
Appendix 1 to Railway Group Standard GC/RT5212 (Issue 1, February 2003) sets out exceptions where Class 373 (Eurostar) trains or 2,6 m wide containers are required to pass the platform.
Dodatek 1 k Železniškemu standardu GC/RT5212 (1. izdaja, februar 2003) določa izjeme za razred vlakov 373 (Eurostar) ali za 2,6 m široke zabojnike, ki morajo voziti mimo perona.
Appendix 1 to Railway Group Standard GC/RT5212 (Issue 1, February 2003) also sets out requirements where the curve radius is less than 360 m
Dodatek 1 Železniškega standarda GC/RT5212 (1. izdaja, februar 2003) določa tudi zahteve v primerih, ko je polmer ukrivljenosti krivine manjši kot 360 m.
If a subsystem incorporates a subassembly not intended to comply with the performances set out in Chapter 4 of the present TSI, it is classed as ‘Innovative’.
Če podsistem vključuje podsestav, ki se ne sklada z zmogljivostmi, določenimi v poglavju 4 te TSI, se razvrsti kot „inovativen“.
The European Railway Agency shall finalise the appropriate functional and interface specifications of this solution and develop the assessment methods. The appropriate functional and interface specifications and assessment methods shall be incorporated in the TSI by the revision process.
Evropska agencija za železniški promet dokončno oblikuje ustrezne funkcionalne specifikacije in specifikacije vmesnika te rešitve ter razvije metode ocenjevanja.
5 + 28 There are additional requirements for mean track gauge set out in section 4.2.9.3.1.
Obstajajo dodatne zahteve za srednji profil tira, določene v oddelku 4.2.9.3.1.
The requirements of sections 5.3.1, 5.3.2 and 5.3.3 are based on a traditional design of ballasted track with Vignole (flat-bottom) rail on concrete sleepers and fastening providing resistance to longitudinal slip by bearing on the rail foot. However it is possible to meet requirements of Chapter 4 using alternative track design.
Zahteve iz oddelkov 5.3.1, 5.3.2 in 5.3.3 temeljijo na tradicionalnem projektiranju tira z gramozno gredo z Vignole (plosko dno) tirnico na betonskih pragovih in pritrdilnih delih, ki zagotavljajo upor proti vzdolžnemu zdrsu s pritiskom na podnožje tirnice Izpolnjevanje zahtev iz poglavja 4 je mogoče doseči tudi z alternativnimi projektiranji tira.
B + D + V or B + F + V or H1 + V N2
Pri „novi“ komponenti interoperabilnosti priglašeni organ, ki ga določi proizvajalec ali njegov pooblaščen zastopnik s sedežem v Skupnosti, preveri notranje značilnosti in primernost za uporabo te komponente ob upoštevanju ustreznih določb iz poglavja 4, ki navaja funkcije, zahtevane za komponento v njenem podsistemu in oceni zmogljivost proizvoda v obratovalnih razmerah.
In the case of ‘novel’ interoperability constituents, a Notified Body appointed by the manufacturer or his authorised representative established within the Community shall check that the intrinsic characteristics and the suitability for use of the constituent under evaluation fulfil the relevant provisions of Chapter 4, which describe the functions required of the constituent in its subsystem, and shall assess the performance of the product in service conditions. The properties and specifications of the constituent, which contribute to the requirements specified for the subsystem, shall be completely described in the technical file of the interoperability constituent, together with their interfaces, during this initial verification to enable further evaluation as a constituent of the subsystem. The conformity assessment of ‘established’ and ‘novel’ interoperability constituents shall cover the phases and characteristics as indicated in the tables of Annex A.
Ocenjevanje skladnosti „uveljavljenih“ in „novih“ komponent interoperabilnosti obsega faze in značilnosti, kakor je navedeno v preglednicah Priloge A.
adopting, pursuant to Council Directive 92/43/EEC, a first updated list of sites of Community importance for the Alpine biogeographical region
o sprejetju prvega posodobljenega seznama območij, pomembnih za Skupnost, za alpsko biogeografsko regijo v skladu z Direktivo Sveta 92/43/EGS
(notified under document number C(2008) 271)
(notificirano pod dokumentarno številko C(2008) 271)
The Alpine biogeographical region referred to in Article 1(c)(iii) of Directive 92/43/EEC, comprises the Community territory of the Alps (Austria, Italy, Germany, France, Slovenia), the Pyrenees (France and Spain), the Apennine mountains (Italy), the northern Fennoscandian mountains (Sweden and Finland), the Carpathian mountains (Poland, Slovakia, Romania) and the Balkan, Rila, Pirin and Rhodope Mountains (Bulgaria) as specified in the biogeographical map approved on 25 April 2005 by the Committee set up by Article 20 of that Directive, hereinafter the ‘Habitats Committee’.
Alpska biogeografska regija iz člena 1(c)(iii) Direktive 92/43/EGS zajema Alpe na ozemlju Skupnosti (Avstrija, Italija, Nemčija, Francija, Slovenija), Pireneje (Francija in Španija), Apenine (Italija), severno fenoskandijsko gorovje (Švedska in Finska), Karpate (Poljska, Slovaška, Romunija) in gorovja Balkan, Rila, Pirin ter Rodope (Bolgarija), kot je podrobno določeno na biogeografski karti, ki jo je 25. aprila 2005 odobril Odbor za habitate, ustanovljen s členom 20 navedene direktive.
An initial list of sites of Community importance for the Alpine biogeographical region, within the meaning of Directive 92/43/EEC was adopted by Commission Decision 2004/69/EC.
Prvotni seznam območij, pomembnih za Skupnost, za alpsko biogeografsko regijo v skladu z Direktivo 92/43/EGS je Komisija sprejela z Odločbo 2004/69/ES.
On the basis of Articles 4(4) and 6(1) of Directive 92/43/EEC, the Member State concerned shall designate the sites included in the list of sites of Community importance for the Alpine biogeographical region as special areas of conservation as soon as possible and within six years at most, establishing conservation priorities and the necessary conservation measures.
Na podlagi člena 4(4) in člena 6(1) Direktive 92/43/EGS zadevna država članica čim prej in najpozneje v šestih letih določi območja, vključena v seznam območij, pomembnih za Skupnost, za alpsko biogeografsko regijo za posebna ohranitvena območja ter določi prednostne naloge za ohranjanje in potrebne ohranitvene ukrepe.
On the one hand, the update of the initial list of sites of Community importance for the Alpine biogeographical region is necessary in order to include additional sites that have been proposed since 2004 by the Member States as sites of Community importance for the Alpine biogeographical region within the meaning of Article 1 of Directive 92/43/EEC.
Na eni strani je treba posodobiti prvotni seznam območij, pomembnih za Skupnost, za alpsko biogeografsko regijo, da se vključijo dodatna območja, ki so jih države članice od leta 2004 predlagale kot območja, pomembna za Skupnost, za alpsko biogeografsko regijo v skladu s členom 1 Direktive 92/43/EGS.
The obligations resulting from Articles 4(4) and 6(1) of Directive 92/43/EEC are applicable as soon as possible and within six years at most from the adoption of the first updated list of sites of Community importance for the Alpine biogeographical region.
Obveznosti iz člena 4(4) in člena 6(1) Direktive 92/43/EGS veljajo čim prej in najpozneje v šestih letih po sprejetju prvega posodobljenega seznama območij, pomembnih za Skupnost, za alpsko biogeografsko regijo.
On the other hand, the update of the initial list of sites of Community importance for the Alpine biogeographical region is necessary in order to reflect any changes in site related information submitted by the Member States following the adoption of the Community list.
Na drugi strani je treba posodobiti prvotni seznam območij, pomembnih za Skupnost, za alpsko biogeografsko regijo, da se upoštevajo spremembe informacij o območjih, ki so jih predložile države članice po sprejetju seznama Skupnosti.
In that sense, the first updated list of sites of Community importance for the Alpine biogeographical region constitutes a consolidated version of the initial list of sites of Community importance for the Alpine biogeographical region.
Tako predstavlja prvi posodobljeni seznam območij, pomembnih za Skupnost, za alpsko biogeografsko regijo prečiščeno različico prvotnega seznama območij, pomembnih za Skupnost, za alpsko biogeografsko regijo.
However, it should be stressed that the obligations resulting from Articles 4(4) and 6(1) of Directive 92/43/EEC are applicable as soon as possible and within six years at most from the adoption of the initial list of sites of Community importance for the Alpine biogeographical region.
Treba pa je poudariti, da obveznosti iz člena 4(4) in člena 6(1) Direktive 92/43/EGS veljajo čim prej in najpozneje v šestih letih po sprejetju prvotnega seznama območij, pomembnih za Skupnost, za alpsko biogeografsko regijo.
This Decision does not cover the territories of Bulgaria and Romania as those Member States initiated the transmission of their site proposals to the Commission after their accession.
Ta odločba ne vključuje ozemelj Bolgarije in Romunije, saj sta začeli Komisiji svoje predloge območij pošiljati šele po svojem pristopu.