natgillin/translations-raw huggingface dataset:
Parameter describing a TSI category of line used as the basis for the design of infrastructure subsystem elements and as the indication of the performance level of a line.
Parameter, ki opisuje TSI kategorizacijo e, uporabljeno kot osnova za projektiranje elementov infrastrukturnega podsistema in kot navedba ravni tehničnega stanjai proge.
Plain line/Freie Strecke/Voie courante
odprta proga/Plain line/Freie Strecke/Voie courante
Section of track without switches and crossings.
Odsek proge brez kretnic in križišč.
Point retraction/Spitzenbeihobelung/Dénivelation de la pointe de cœur
skrajšano srce/Point retraction/Spitzenbeihobelung/Dénivelation de la pointe de coeur
This situation is described in Figure 2.
Da se izogne neposrednemu udarcu kolesa na vrh srca se običajno izvede skrajšano srce kar pomeni, da teoretični vrh in dejanski vrh srca ne sovpadata.Ta položaj je opisan na sliki 2.
Rail inclination/Schienenneigung/Inclinaison du rail
Nagib tirnice/Rail inclination/Schienenneigung/Inclinaison du rail
An angle defining the inclination of the head of a rail when installed in the track relative to the plane of the rails (running surface), equal to the angle between the axis of symmetry of the rail (or of an equivalent symmetrical rail having the same railhead profile) and the perpendicular to the plane of the rails.
Kot, ki določa nagib glave tirnice, glede na ravnino tirnic, (vozna površina), ko je tirnica vgrajena v tir je enak kotu, ki ga določata vertikalna simetrala tirnice in vertikala na ravnino tirnic.
Rail pad/Schienenzwischenlage/Semelle sous rail
Podložka/Rail pad/Schienenzwischenlage/Semelle sous rail
A resilient layer fitted between a rail and the supporting sleeper or baseplate.
Elastična podložna plošča, vložena med tirnico in pragom ali med tirnico in podložno ploščo pritrdilnega sistema
Reverse curve/Gegenbogen/Courbes et contre-courbes
proti krivina/Reverse curve/Gegenbogen/Courbes et contre-courbes
Two abutting curves of opposite flexure or hand.
Zaporedni krivini z nasprotno smerjo zakrivljenosti
Structure gauge/Lichtraum/Gabarit des obstacles
svetli profil proge/Structure gauge/Lichtraum/Gabarit des obstacles
Switches/Zungenvorrichtung/Aiguillage
menjalo/Switches/Zungenvorrichtung/Aiguillage
A unit of track comprising two fixed rails (stock rails) and two movable rails (switch rails) used to direct vehicles from one track to another track.
del kretnice, sestavljen iz dveh zunanjih tirnic in dveh premičnih tirnic (ostrici), ki se uporablja za usmerjanje vozil iz enega tira na drugi tir.
Switches and crossings/Weichen und Kreuzungen/Appareil de voie
Kretnice in križišča/Switches and crossings/Weichen und Kreuzungen/Appareil de voie
Track constructed from sets of switches and individual crossings and the rails connecting them.
sklop, ki ga sestavljajo menjala in srca ter tirnice, ki jih povezujejo.
Through route/Stammgleis/Voie directe
Glavni tir/Through route/Stammgleis/Voie directe
In the context of switches and crossings a route which perpetuate the general alignment of the track.
V povezavi s kretnicami in križišči tir, ki ohranja potek smeri tira v katerega je vgrajena kretnica ali križišče.
Track gauge/Spurweite/Ecartement de la voie
Tirna širina/Track gauge/Spurweite/Ecartement de la voie
The smallest distance between lines perpendicular to the running surface intersecting each railhead profile in a range from 0 to 14 mm below the running surface.
Najmanjša razdalja med notranjima, voznima robovoma tirničnih glav v območju med 0 in 14 mm pod ravnino zgornjih robov tirnic.
Track stiffness/Steifigkeit des Gleises/Rigidite de la voie
Togost tira/Track stiffness/Steifigkeit des Gleises/Rigidite de la voie
The global measure expressing the resistance of the track against the rail displacement that takes place under wheel loading.
Okvirno merilo, ki izraža upor tira glede na pomik tirnice, ki nastaja pod kolesno obremenitvijo.
Track twist/Gleisverwindung/Gauche
vegavost tira/Track twist/Gleisverwindung/Gauche
Train length/Zuglänge/Longueur du train
Dolžina vlaka/Train length/Zuglänge/Longueur du train
The length of a train, which can run on a certain line in normal operation.
Dolžina vlaka, ki lahko vozi na določeni progi v normalnem obratovanju.
TSI category of line/TSI Streckenkategorie/TSI Catégorie de ligne
TSI kategorija proge/TSI Category of Line/TSI Streckenkategorie/TSI Catégorie de ligne
Classification of a line according to type of traffic and type of line to select the needed level of performance parameters.
Razvrstitev proge v skladu z vrsto prometa in vrsto proge za izbor potrebne ravni parametrov tehničnega stanja proge.
Type of line/Streckenart/Type de ligne
Vrsta proge/Type of line/Streckenart/Type de ligne
Definition of the importance of a line (core or other) and the way of achieving parameters required for interoperability (new or upgraded).
Opredelitev pomembnosti proge (ključna ali druga) in načina doseganja parametrov, ki se zahtevajo za interoperabilnost (nova ali nadgrajena).
Type of traffic/Verkehrsart/Type de trafic
Vrste prometa/Type of Traffic/Verkehrsart/Type de trafic
Indicates for a TSI category of line the dominant traffic for the target system and the respective basic parameters.
Za TSI kategorijzacijo prog se navaja prevladujoč promet za ciljni sistem in ustrezne osnovne parametre.
Unguided length of an obtuse crossing/Führungslose Stelle/Lacune dans la traversée
Nevodena dolžina dvojnega srca/Unguided length of an obtuse crossing/Führungslose Stelle/Lacune dans la traversée
Portion of obtuse crossing where there is no guidance of the wheel described as ‘unguided distance’ in EN 13232-3:2003.
Del dvojnega srca, kjer ni vodenja kolesa, ki se v EN 13232-3:2003 opisuje kot „nevodena razdalja“.
Usable length of a platform/Bahnsteignutzlänge/Longueur utile de quai
Uporabna dolžina perona/Usable length of a platform/Bahnsteignutzlänge/Longueur utile de quai
The maximum continuous length of that part of platform in front of which a train is intended to remain stationary in normal operating conditions for passengers to board and alight from the train, making appropriate allowance for stopping tolerances.
Največja neprekinjena dolžina tistega dela perona, ob kateri je predvideno ustavljanje vlaka ob normalnih obratovalnih pogojih, in je namenjena za vstop in izstop potnikov z ter vključuje ustrezno toleranco pri ustavljanju.
Normal operating conditions means that railway is operating in a non-degraded mode (e.g. rail adhesion is normal, signals are working, everything is working as planned).
Normalni obratovalni pogoji pomenijo, da železnica obratuje na način, ki ni poslabšan (npr. adhezija je normalno, signali delujejo, vse deluje v skladu z načrti).
Geometry of switches and crossings
Geometrija kretnic in križišč
1 Free wheel passage in switches
1 širina za neoviran prehod koles preko kretniškega menjala
2 Fixed nose protection
2 oddaljenost zaščite vrha navadnega srca
3 Free wheel passage at crossing nose
3 širina za neoviran prehod kolesa na vrhu srca
4 Free wheel passage at check rail/wing rail entry
4 širina za neoviran prehod kolesa na začetku vodilne/krilne tirnice
5 Flangeway width
5 Širina žleba sledilnega venca
6 Flangeway depth
6 Globina žleba sledilnega venca
7 Excess height of check rail
7 višina vodilne tirnice nad zgornjim robom vozne tirnice
Index No
Št. kazala
Version (year)
Različica (leto)
Railway applications — Wheelsets and boogies — Wheels — Wheels tread
Železniške naprave – Kolesne dvojice in podstavni vozički – Kolesa – Profil tekalne površine
Rail applications — Track — Track alignment design parameters — Track gauges 1435 mm and wider — Part 2: Switches and crossings and comparable alignment design situations with abrupt changes of curvature
Železniške naprave – Zgornji ustroj – Parametri za projektiranje prog – Tirne širine 1435 mm in več – 2. del: Kretnice, križišča in vodoravne krivine brez prehodnic
(with Amendment A1:2009)
(s Spremembo A1:2009)
Rail applications — Track — Track geometry quality — Part 1: Characterisation of track geometry
Železniške naprave – Zgornji ustroj — Kakovost tirne geometrije – 1. del: Karakteristike tirne geometrije
(with Amendment A1:2008)
(s Spremembo A1:2008)
Determination of immediate action, intervention and alert limits (4.2.9.1), Assessment of minimum value of mean track gauge (6.2.4.5)
Določitev odstopanj za takojšnje ukrepanje, intervencijo in opozorilo (4.2.9.1), ocena najnižje srednje vrednosti tirne širine (6.2.4.5)
Railway applications — Gauges — Part 3: Structure gauges
Železniške naprave – Profili – 3. del: Profil konstrukcije
Performance parameters (4.2.2),
Parametri tehničnega stanja prog (4.2.2)
Assessment of distance between track centres (6.2.4.2),
Ocena medtirne razdalje (6.2.4.2)
Railway applications — Method for determining the equivalent conicity
Železniške naprave – metoda za ugotavljanje ekvivalentne koničnosti
Design values for equivalent conicity (4.2.5.5.1
Projektirane vrednosti za ekvivalentno koničnost (4.2.5.5.1)
Railway applications — Line categories for managing the interface between load limits of vehicles and infrastructure
Železniške naprave – Kategorizacija prog kot vodilo (povezava) pri določevanju dopustnih obremenitev med železniškimi vozil in infrastrukturo
Resistance of existing bridges and earthworks to traffic loads (4.2.8.4 and Annex E),
Nosilnost obstoječih mostov in nasipov zaradi prometne obremenitve (4.2.8.4 in Priloga E),
Eurocode — Basis of structural design — Amendment A1
Evrokod – Osnove projektiranja – Sprememba A1
Eurocode 1 — Actions on structures — Part 2: Traffic load on bridges
Evrokod 1 – Vplivi na konstrukcije – Del 2: Prometna obtežba mostov
Structures resistance to traffic loads (4.2.8), Resistance of new bridges to traffic loads (4.2.8.1),
Nosilnost konstrukcij zaradi prometne obremenitve (4.2.8), nosilnost novih mostov zaradi prometne obremenitve (4.2.8.1)
Equivalent vertical loading for new earthworks and earth pressure effects (4.2.8.2), Resistance of new structures over or adjacent to tracks (4.2.8.3)
Enakovredna navpična obremenitev, ki deluje na nove nasipe, in učinki zemeljskega pritiska (4.2.8.2), nosilnost novih konstrukcij nad tiri ali v bližini tirov (4.2.8.3)
the maximum dynamic wheel force exerted by a wheelset on the track.
največjo dinamično kolesno silo kolesne dvojice na tir.
The HS and CR rolling stock TSIs define a limit on the maximum dynamic wheel force for defined test conditions.
TSI za železniški vozni park HS in CR opredeljujeta mejo največje dinamične kolesne sile za določene preskusne pogoje.
the maximum quasi static wheel force exerted by a wheelset on the track.
največjo kvazistatično kolesno silo kolesne dvojice na tir.
The HS and CR rolling stock TSIs define a limit on the maximum quasi static wheel force for defined test conditions.
TSI za železniški vozni park HS in CR opredeljujeta mejo največje kvazistatične kolesne sile za določene preskusne pogoje.
A TEN line not being a core TEN line.
Proga TEN, ki ni ključna proga TEN.
Upgrading of existing core TEN lines shall be in accordance with the requirements of TSI category of line V-P, V-F and V-M. (An upgrade to the requirements of type of line IV is permissible.)
Nadgradnja obstoječih ključnih prog TEN je v skladu z zahtevami TSI kategorizacije za kategorije V-P, V-F in V-M (dovoljena je nadgradnja na zahteve Vrsta proge IV).
Upgrading of existing other TEN lines shall be in accordance with the requirements of TSI category of line VII-P, VII-F or VII-M. (An upgrade to the requirements of type of line VI is permissible.)
Nadgradnja obstoječih drugih prog TEN je v skladu z zahtevami TSI kategorizacije za kategorije VII-P, VII-F ali VII-M (dovoljena je nadgradnja na zahteve Vrsta proge VI).
Reference conventional rail energy TSI Gauges
Sklic na TSI za energijo železniškega sistema za konvencionalne hitrosti
Events that affect the normal operation of a line may occur. The operational rules for dealing with such events are set out in the CR Traffic Operation and Management TSI.
Če se pojavijo dogodki, ki vplivajo na normalno obratovanje proge, potem obratovalna pravila za obravnavanje takih dogodkov določa TSI za vodenje in upravljanje prometa CR.
Defines the space in relation to the reference track that shall be cleared of all objects or structures and of the traffic on the adjacent tracks, in order to allow safe operation on the reference track. It is defined on the basis of the reference contour by application of the associated rules.
Opredeljuje omejen prostor v zvezi z referenčnim tirom in v katerega ne smejo segati deli proge ali drugi predmeti niti vplivati promet sosednjega tira s čimer se zagotovi varno obratovanje na referenčnem tiru.. Referenčni profil se določi z uporabo ustreznih pravil
Having regard to the Treaty on the Functioning of the European Union, and in particular the first subparagraph of Article 108(2) thereof,
ob upoštevanju Pogodbe o delovanju Evropske unije in zlasti prvega pododstavka člena 108(2) PDEU,
Having called on interested parties to submit their comments [1] pursuant to the provisions cited above and having regard to their comments,
po pozivu zainteresiranim stranem, naj predložijo pripombe [1] v skladu s tema členoma, in ob upoštevanju teh pripomb,
By letter dated 11 February 2002 the Commission informed the Belgian authorities of the information it had in its possession concerning an agreement between the Belgian Special Tax Inspectorate and the company Umicore SA (‘Umicore’), formerly known as Union Minière SA, on a reduction of a value added tax (VAT) debt.
Komisija je z dopisom z dne 11. februarja 2002 belgijskim organom sporočila informacije, ki jih je imela o sporazumu med „Inspection Spéciale des Impôts“ (Posebni davčni inšpektorat) belgijske davčne uprave in družbo Umicore S.A (v nadaljnjem besedilu: Umicore), prej Union Minière S.A., o zmanjšanju dolga iz naslova davka na dodano vrednost (v nadaljnjem besedilu: DDV).
In its letter, the Commission asked the Belgian authorities to furnish it with all the information that might enable it to assess the agreement in the light of Articles 107 and 108 of the Treaty [2].
Komisija je v tem dopisu pozvala belgijske organe, naj ji predložijo vse informacije, na podlagi katerih bi ta sporazum lahko presodila z vidika členov 107 in 108 Pogodbe. [2]
The Belgian Government replied to the Commission by letter dated 7 May 2002.
Belgijska vlada je Komisiji odgovorila z dopisom z dne 7. maja 2002.
By letter dated 21 October 2003 the Commission asked the Belgian authorities to provide additional documentation clarifying the position of the Belgian tax authorities on the agreement with Umicore.
Komisija je z dopisom z dne 21. oktobra 2003 pozvala belgijske organe, naj predložijo dodatne dokumente za razjasnitev stališča belgijske davčne uprave glede sporazuma z družbo Umicore.
By letter dated 31 October 2003 the Belgian authorities informed the Commission that Umicore’s tax file and all the documents pertaining to the agreement in question had been seized by the investigating judge in Brussels, Mr Lugentz, who was conducting a criminal investigation against a person or persons unknown regarding the circumstances in which the agreement had been concluded between the Special Tax Inspectorate and Umicore.
Belgijski organi so z dopisom z dne 31. oktobra 2003 sporočili Komisiji, da so bili davčna dokumentacija družbe Umicore in vsi dokumenti o zadevnem sporazumu predloženi preiskovalnemu sodniku Lugentzu v Bruslju, pristojnemu za kazensko preiskavo zoper X v zvezi z okoliščinami, v katerih je bil sklenjen sporazum med ISI in družbo Umicore.
By letter dated 10 December 2003 the Commission informed Belgium that it had decided to initiate the procedure laid down in Article 108(2) of the Treaty in respect of this aid.
Komisija je z dopisom z dne 10. decembra 2003 sporočila Belgiji, da bo začela postopek v skladu s členom 108(2) Pogodbe glede te pomoči.
As a result of an error in the text published on 7 September 2004, the decision was published again in the Official Journal of the European Union on 17 November 2004 [4].
Zaradi napake v besedilu, objavljenem 7. septembra 2004, je bila odločitev znova objavljena v Uradnem listu Evropske unije [4]17. novembra 2004.
The Commission received comments from Umicore, by letters dated 7 October and 13 December 2004, and from an anonymous third party by letter dated 4 October 2004.
Komisija je v zvezi s tem prejela pripombe družbe Umicore z dopisoma z dne 7. oktobra in 13. decembra 2004 ter anonimne tretje strani z dopisom z dne 4. oktobra 2004.
Following the new publication of the decision, Belgium sent its comments by letter dated 15 December 2004.
Belgija je pripombe po ponovni objavi odločitve predložila z dopisom z dne 15. decembra 2004.
By letter dated 12 December 2005 the Commission informed Belgium of its decision to suspend its examination of the measure until the Belgian judicial authorities had taken a decision in the pending case.
Komisija je z dopisom z dne 12. decembra 2005 sporočila Belgiji, da bo prekinila presojo ukrepa, dokler pravosodni organi ne odločijo o tej zadevi.
In its reply dated 19 January 2006 Belgium pointed out that searches had been carried out on the tax authorities’ premises and the complete tax file had been seized; Belgium promised to inform the Commission of decisions communicated to the authorities concerned by the judicial authorities.
Belgija je v odgovoru z dne 19. januarja 2006 navedla, da so v prostorih uprave potekale preiskave, da je bila zasežena vsa davčna dokumentacija in da bo Komisijo med drugim obvestila o odločitvah, ki jih bodo pravosodni organi sporočili zadevni upravi.
By letter dated 31 March 2008 the Commission requested information about the progress made in the legal proceedings and the possible recovery of the seized documents.
Komisija je z dopisom z dne 31. marca 2008 zahtevala informacije o stanju sodnega postopka in morebitni ponovni pridobitvi zaseženih dokumentov.
In its reply to the Commission dated 16 June 2008 Belgium explained that the legal proceedings had been closed on 13 November 2007.
Belgija je Komisiji odgovorila z dopisom z dne 16. junija 2008 in v njem pojasnila, da je bil sodni postopek končan 13. novembra 2007.
By letter dated 17 October 2008 the Commission reminded Belgium of its duty to take all necessary steps, including the recovery of the seized documents, to answer the Commission’s questions.
Komisija je z dopisom z dne 17. oktobra 2008 opozorila Belgijo, da bi morala izvesti vse mogoče ukrepe, vključno s pridobitvijo zaseženih dokumentov, da bi odgovorila na vprašanja Komisije.
In the letter the Commission also stated that it could issue a formal order requiring Belgium to provide the information requested given that the information should already have been sent to the Commission following its previous requests.
V tem dopisu je Komisija omenila tudi, da lahko uradno odredi, naj Belgija predloži zahtevane informacije, saj bi ji jih morala ta država predložiti že po prejšnjih zahtevah za posredovanje podatkov.
By letter dated 7 May 2009 Belgium informed the Commission that the seized documents had finally been returned to the Special Tax Inspectorate and were being examined with a view to answering the Commission’s questions.
Belgija je z dopisom z dne 7. maja 2009 obvestila Komisijo, da so bili zaseženi dokumenti končno vrnjeni Posebnemu davčnemu inšpektoratu in se pregledujejo, da bo mogoče odgovoriti na vprašanja Komisije.
By letter dated 6 August 2009 Belgium sent the Commission its answers to the questions raised by the Commission in its letter dated 17 October 2008.
Belgija je z dopisom z dne 6. avgusta 2009 Komisiji odgovorila na vprašanja, postavljena v dopisu z dne 17. oktobra 2008.
At the Commission’s request, Belgium sent additional information on certain applicable administrative provisions by e-mail dated 22 September 2009.
Belgija je na zahtevo Komisije z elektronskim dopisom z dne 22. septembra 2009 poslala dodatne informacije o nekaterih veljavnih upravnih določbah.
General context of the agreement of 21 December 2000 between the Special Tax Inspectorate and Umicore
Splošno ozadje sporazuma med Posebnim davčnim inšpektoratom in družbo Umicore z dne 21. decembra 2000
In particular, the two adjustment notices concerned the provisional establishment of the VAT owed by Umicore, as a result of the irregular application of exemptions, and the amount of the tax fine, as well as the interest automatically payable from the date on which the VAT debt was incurred.
Ta zahtevka za poravnavo sta se nanašala zlasti na začasno določitev zneska DDV, ki ga je družba Umicore dolgovala zaradi nepravilno uporabljenih oprostitev, zneska davčne globe, ki jo mora plačati, in zakonitih obresti od dneva nastanka dolga DDV.
The two notices invited Umicore to send in writing within 20 days to the Special Tax Inspectorate its approval of the amounts established or its duly justified objections.
Z zahtevkoma je bila ta družba pozvana, naj Posebnemu davčnemu inšpektoratu v 20 dneh pisno potrdi tako določene zneske ali predloži ustrezno obrazložen ugovor.
Following the second option, Umicore sent two letters to the Special Tax Inspectorate in June 1999, in which it stated its objections to the Special Tax Inspectorate’s findings and claimed that the VAT exemptions applied were in order.
Družba Umicore je v skladu z drugo možnostjo Posebnemu davčnemu inšpektoratu junija 1999 poslala dva dopisa, v katerih je navedla ugovore zoper ugotovitve tega inšpektorata in se sklicevala na pravilno uporabljeno oprostitev plačila DDV.
The Special Tax Inspectorate responded to the two letters from Umicore on 23 December 1999 by reaffirming the validity of the findings in the two adjustment notices.
Ta inšpektorat je 23. decembra 1999 družbi Umicore poslal pripombe v odgovor na njena dopisa in potrdil pravilnost ugotovitev iz zahtevkov za poravnavo.
The Special Tax Inspectorate invited Umicore either to agree to the tax established or to provide new information that would lead to the reduction or cancellation of the amount and, if appropriate, to forgo the part of the limitation period already elapsed so as to allow suspension of limitation for the recovery of the tax, the interest and the tax fines.
Posebni davčni inšpektorat je torej pozval družbo Umicore, naj posreduje bodisi soglasje z ugotovljeno obdavčitvijo bodisi nove elemente, s katerimi bi bilo mogoče znižati ali odpraviti obdavčitev, in naj se po potrebi odpove uveljavljanju zastaralnega roka, da se prekine zastaranje za izterjavo davka, obresti in davčnih glob.
On 30 March 2000 Umicore put forward further arguments and again rejected the Special Tax Inspectorate’s conclusions.
Družba Umicore je 30. marca 2000 dopolnila svoje trditve in znova zavrnila ugotovitve tega inšpektorata.
On 21 December 2000 the Special Tax Inspectorate accepted a proposal for an agreement from Umicore (‘the settlement agreement’) concerning the two adjustment notices, covering the application of VAT for the entire period examined by the Special Tax Inspectorate.
Posebni davčni inšpektorat je 21. decembra 2000 sprejel predlog sporazuma, ki ga je ponudila družba Umicore (v nadaljnjem besedilu: sporazum o poravnavi), o zahtevkih za poravnavo v zvezi s plačilom DDV za celotno obdobje, ki ga je preveril.
The agreement provided for the payment by Umicore of a much lower amount than the amounts included in the adjustment notices.
Ta sporazum določa, da družba Umicore plača znesek, ki je znatno nižji od zneskov v navedenih zahtevkih za poravnavo.
Tax arrangements applicable to intra-Community supplies and exports of goods
Davčna ureditev za dobavo blaga znotraj Skupnosti in izvoz blaga
The VAT rules applicable to intra-Community supplies and exports of the goods covered by the settlement agreement from 1995 to 1998 originate in the transposition of Council Directive 91/680/EEC [5] into the Belgian VAT Code.
Pravila o DDV, ki se uporabljajo za dobavo blaga znotraj Skupnosti in izvoz blaga ter na katera se sklicuje sporazum o poravnavi za leta od 1995 do 1998, izhajajo iz prenosa Direktive Sveta 91/680/EGS [5] v belgijski zakonik o DDV.