natgillin/translations-raw huggingface dataset:
Assessment of dynamic behaviour and quality of current collection for interoperability constituent pantograph are set out in clause 6.1.2.2.6 of CR LOC&PAS TSI
Ocena dinamičnega obnašanja in kakovosti odjema toka za komponento interoperabilnosti odjemnik toka so opredeljene v določbi 6.1.2.2.6 TSI CR LOC&PAS.
The following principles apply in the case of the CR TSI, without prejudice to clause 7.5 (Specific cases).
Brez poseganja v določbo 7.5 (Posebni primeri) se pri TSI CR uporabljajo naslednja načela.
Where Article 20(2) of the Directive 2008/57/EC applies meaning that an authorisation of placing into service is required, the Member State decides which requirements of the TSI must be applied taking into account the migration strategy.
Kadar se uporablja člen 20(2) Direktive 2008/57/ES, kar pomeni, da se zahteva odobritev začetka obratovanja, država članica odloči, katere zahteve TSI se morajo uporabiti, ob upoštevanju strategije prehoda.
temporary cases, where it is recommended that the target system is reached by 2020 (an objective set in Decision No 1692/96/EC of the European Parliament and Council of 23 July 1996 on Community guidelines for the development of the trans-European transport network [5], as amended by Decision No 884/2004/EC of the European Parliament and of the Council [6].7.5.2. List of specific cases
začasni primeri, kjer se priporoča, da se ciljni sistem doseže do leta 2020 (ta cilj je določen v Odločbi št. 1692/96/ES Evropskega parlamenta in Sveta z dne 23. julija 1996 o smernicah Skupnosti za razvoj vseevropskega prometnega omrežja [5], kakor je bila spremenjena z Odločbo Evropskega parlamenta in Sveta št. 884/2004/ES [6].7.5.2 Seznam posebnih primerov
-> 20 to 60 ms
-> 20 do 60 ms.
Mean contact force (4.2.15),
Povprečna kontaktna sila 4.2.15),
AC 25000 V-50 Hz
AC 25000 V –50 Hz
AC 15000 V-16,7 Hz
AC 15000 V –16,7 Hz
Adequate means (except the short separation section as in Annex F — fig. F.1) shall be provided to allow a train that is stopped within the phase separation section to be restarted. The neutral section shall be connectable to the adjacent sections by remotely controlled disconnectors.
V zasnovi odsekov ločevanja so običajno sprejete rešitve, ki so opisane v Prilogi A.1 k EN50367:2006 ali v prilogi F te TSI.
Where an alternative solution is proposed, it shall be demonstrated that the alternative is at least as reliable. Information on the design of phase separation sections and permissible configuration of raised pantographs shall be provided in the Register of infrastructure (see Annex C).
Informacije o zasnovi odsekov ločevanja faz in dovoljeni konfiguraciji dvignjenih odjemnikov toka se zagotovijo v registru železniške infrastrukture (glejte Prilogo C).
N/A1)
N/A(1)
In this case these assessments shall remain valid in the new application. If it is not possible to demonstrate that the solution is positively proven in the past, the procedure for ICs placed on the EU market after publication of this TSI applies.
Če ni mogoče dokazati, da je bila rešitev v preteklosti pozitivno potrjena, se uporablja postopek za IC (Interoperability Components – komponente interoperabilnosti), dane v promet v EU po objavi te TSI.
-> 100 ms
-> 100 ms,
-> 80 ms
-> 80 ms,
The contact wire may be higher in cases e.g. level crossings, loading areas, etc. In these cases the maximum design contact wire height shall not be greater than 6,20 m. Taking into account tolerances and uplift in accordance with EN50119:2009 figure 1, the maximum contact wire height shall not be greater than 6,50 m.
Ob upoštevanju odstopanj in dviga v skladu s sliko 1 v EN50119:2009 največja višina kontaktnega vodnika ne sme preseči 6,50 m.
concerning a technical specification for interoperability relating to the ‘infrastructure’ subsystem of the trans-European conventional rail system
o tehnični specifikaciji za interoperabilnost v zvezi z „infrastrukturnim“ podsistemom vseevropskega železniškega sistema za konvencionalne hitrosti
Having regard to Directive 2008/57/EC of the European Parliament and of the Council of 17 June 2008 on the interoperability of the rail system within the Community [1], and in particular Article 6(1) thereof,
ob upoštevanju Direktive 2008/57/ES Evropskega parlamenta in Sveta z dne 17. junija 2008 o interoperabilnosti železniškega sistema v Skupnosti [1] in zlasti člena 6(1) Direktive,
In accordance with Article 2(e) of and Annex II to Directive 2008/57/EC, the rail system is subdivided into structural and functional subsystems, including an infrastructure subsystem.
V skladu s členom 2(e) in Prilogo II k Direktivi 2008/57/ES je železniški sistem razdeljen na strukturne in funkcionalne podsisteme, ki vključujejo infrastrukturni podsistem.
Under the terms of that mandate, the Agency was requested to draw up the draft TSI related to the infrastructure subsystem of the conventional rail system.
Pod pogoji tega pooblastila so Agencijo zaprosili, da pripravi osnutek TSI v zvezi z infrastrukturnim podsistemom železniškega sistema za konvencionalne hitrosti.
Technical specifications for interoperability (TSI) are specifications adopted in accordance with Directive 2008/57/EC.
Tehnične specifikacije za interoperabilnost (TSI) so specifikacije, sprejete v skladu z Direktivo 2008/57/ES.
The TSI in Annex covers the infrastructure subsystem in order to meet the essential requirements and ensure the interoperability of the rail system.
TSI v Prilogi zajema infrastrukturni podsistem, da bi izpolnjeval bistvene zahteve in zagotovil interoperabilnost železniškega sistema.
The TSI in Annex does not fully deal with all essential requirements.
TSI v Prilogi ne obravnavajo v celoti vseh bistvenih zahtev.
In accordance with Article 5(6) of Directive 2008/57/EC technical aspects which are not covered are identified as open points in Annex F of this TSI.
V skladu s členom 5(6) Direktive 2008/57/ES so tehnični vidiki, ki niso zajeti, opredeljeni kot odprte točke v Prilogi F k tem TSI.
The TSI in Annex should refer to Commission Decision 2010/713/EU of 9 November 2010 on modules for the procedures for assessment of conformity, suitability for use and EC verification to be used in the technical specifications for interoperability adopted under Directive 2008/57/EC of the European Parliament and of the Council [3].
TSI v Prilogi se morajo nanašati na Sklep Komisije 2010/713/EU z dne 9. novembra 2010 o modulih za postopke ocenjevanja skladnosti, primernosti za uporabo in ES-verifikacije, ki se uporabljajo v tehničnih specifikacijah za interoperabilnost, sprejetih v okviru Direktive 2008/57/ES Evropskega parlamenta in Sveta [3].
In accordance with Article 17(3) of Directive 2008/57/EC, Member States are to notify to the Commission and other Member States the conformity assessment and verification procedures to be used for the specific cases, as well as the bodies responsible for carrying out these procedures.
V skladu s členom 17(3) Direktive 2008/57/ES morajo države članice uradno obvestiti Komisijo in druge države članice o oceni skladnosti in postopkih verifikacije, ki se bodo uporabili za posebne primere, in tudi o organih, pristojnih za izvajanje teh postopkov.
The TSI in Annex should be without prejudice to the provisions of other relevant TSIs which may be applicable to infrastructure subsystems.
TSI v Prilogi ne smejo posegati v določbe drugih ustreznih TSI, ki se lahko uporabljajo za infrastrukturne podsisteme.
The TSI in Annex should not impose the use of specific technologies or technical solutions except where this is strictly necessary for the interoperability of the rail system within the Union.
TSI v Prilogi ne smejo nalagati uporabe posebnih tehnologij ali tehničnih rešitev, razen kadar je to nujno potrebno za interoperabilnost železniškega sistema v Uniji.
In accordance with Article 11(5) of Directive 2008/57/EC, the TSI in Annex should allow, for a limited period of time, for interoperability constituents to be incorporated into subsystems without certification if certain conditions are met.
V skladu s členom 11(5) Direktive 2008/57/ES morajo TSI v Prilogi za omejeno obdobje dopuščati, da se komponente interoperabilnosti vključijo v podsisteme brez certificiranja, če so izpolnjeni nekateri pogoji.
To continue to encourage innovation and to take into account the experience acquired, the TSI in Annex should be subject to periodic revision.
Za nadaljnje spodbujanje inovacij in upoštevanje pridobljenih izkušenj je treba TSI v Prilogi občasno revidirati.
A technical specification for interoperability (TSI) relating to the infrastructure subsystem of the trans-European conventional railway, is hereby adopted by the Commission.
Komisija s tem sklepom sprejme tehnično specifikacijo za interoperabilnost („TSI“), ki se nanaša na infrastrukturni podsistem vseevropskega železniškega sistema za konvencionalne hitrosti.
This TSI shall be applicable to all new, upgraded or renewed infrastructure of the trans-European conventional rail system as defined in Annex I to Directive 2008/57/EC.
TSI se uporablja za vso novo, nadgrajeno ali obnovljeno infrastrukturo vseevropskega železniškega sistema za konvencionalne hitrosti, kakor je opredeljeno v Prilogi I k Direktivi 2008/57/ES.
With regard to those issues classified as open points set out in Annex F of the TSI, the conditions to be complied with for the verification of the interoperability pursuant to Article 17(2) of Directive 2008/57/EC shall be those applicable technical rules in use in the Member State which authorise the placing in service of the subsystems covered by this Decision.
Za vprašanja, ki so uvrščena med odprte točke v Prilogi F k TSI, so pogoji, ki morajo biti izpolnjeni za verifikacijo interoperabilnosti v skladu s členom 17(2) Direktive 2008/57/ES, veljavni tehnični predpisi v uporabi v državi članici, s katerimi se odobri začetek obratovanja podsistemov iz tega sklepa.
Each Member State shall notify to the other Member States and to the Commission within six months of the notification of this Decision:
Vsaka država članica v šestih mesecih po uradni objavi tega sklepa uradno obvesti druge države članice in Komisijo o:
the bodies it appoints for carrying out the conformity assessment and checking procedures of the open points mentioned in paragraph 1.
organih, ki jih je določila za opravljanje postopkov za ocenjevanje skladnosti in postopkov za preverjanje odprtih vprašanj, navedenih v odstavku 1.
The Member State shall define which lines of the conventional trans-European transport network (TEN-T) as established by Decision No 1692/96/EC of the European Parliament and of the Council [4] are intended to be classified as core TEN lines or other TEN lines on the basis of the categories given in Section 4.2.1 of this TSI.
Država članica določi, katere proge vseevropskega železniškega omrežja (trans-European transport network – „TEN-T“) za konvencionalne hitrosti, kakor je bilo določeno v Odločbi št. 1692/96/ES Evropskega parlamenta in Sveta [4], namerava uvrstiti med ključne proge TEN ali ostale proge TEN na podlagi kategorij, navedenih v oddelku 4.2.1 te TSI.
Member States shall notify this information to the Commission within a period of one year from the date of application of this Commission Decision.
Države članice uradno obvestijo Komisijo o tej informaciji v obdobju enega leta od datuma uporabe tega sklepa Komisije.
The Commission, in cooperation with the Agency and the Member States, shall coordinate the classification referred to in paragraph 1, especially with regard to the border crossings and its consistency with the European Deployment Plan on European Rail Traffic Management System as referred to in Commission Decision 2009/561/EC [5].
Komisija v sodelovanju z Agencijo in državami članicami uskladi razvrstitev iz odstavka 1, zlasti v zvezi z mejnimi prehodi in njeno skladnostjo z Evropskim načrtom za uvedbo Evropskega sistema za vodenje železniškega prometa iz Odločbe Komisije 2009/561/ES [5].
The final classification resulting from the coordination shall be examined by the Committee set up by Council Directive 96/48/EC [6] and, after discussion, made public by the Agency.
Končno razvrstitev, ki izhaja iz uskladitve, pregleda odbor, ustanovljen z Direktivo Sveta 96/48/ES [6], po razpravi pa jo objavi Agencija.
The Member State shall take into account the classification published by the Agency when defining its national migration plan.
Države članice pri določanju svojih nacionalnih načrtov za prehod na novi podsistem upoštevajo razvrstitev, ki jo objavi Agencija.
During a transition period of 10 years, it shall be permissible to issue an EC certificate of verification for a subsystem that contains interoperability constituents not holding an EC declaration of conformity or suitability for use, on the condition that the provisions set out in Section 6.6 of the Annex are met.
V prehodnem obdobju desetih let se dovoli izdaja ES-certifikata o verifikaciji za podsistem, ki vsebuje komponente interoperabilnosti, ki nimajo ES-izjave o skladnosti ali primernosti za uporabo, pod pogojem, da so izpolnjene določbe iz oddelka 6.6 Priloge.
the reasons for non-certification of the interoperability constituents are properly identified in the verification procedure referred to in paragraph 1;
se v postopku verifikacije iz odstavka 1 pravilno opredelijo razlogi za necertificiranje komponent interoperabilnosti;
the details of the non-certified interoperability constituents and the reasons for non-certification, including the application of national rules notified under Article 17 of Directive 2008/57/EC, are included by the National Safety Authorities in their report referred to in Article 18 of Directive 2004/49/EC of the European Parliament and of the Council [7].
nacionalni varnostni organi v svoja letna poročila iz člena 18 Direktive 2004/49/ES Evropskega parlamenta in Sveta [7] vključijo podrobnosti glede necertificiranih komponent interoperabilnosti in razlogov za necertificiranje, vključno z uporabo nacionalnih predpisov, uradno predloženih v skladu s členom 17 Direktive 2008/57.
After the transition period and with the exceptions allowed under Section 6.6.3 on maintenance, interoperability constituents shall be covered by the required EC declaration of conformity and/or suitability for use before being incorporated into the subsystem.
Po prehodnem obdobju imajo komponente interoperabilnosti, razen izjem, dovoljenih na podlagi oddelka 6.6.3 o vzdrževanju, pred vgradnjo v podsistem zahtevano ES-izjavo o skladnosti in/ali primernosti za uporabo.
In accordance with Article 5(3)(f) of Directive 2008/57/EC, Chapter 7 of the TSI in Annex, sets out a strategy for migrating towards a full interoperable infrastructure subsystem.
TSI v poglavju 7 Priloge v skladu s členom 5(3)(f) Direktive 2008/57/ES določa strategijo prehoda na popolnoma interoperabilen infrastrukturni podsistem.
This report will be discussed in the context of the Committee set up in Article 29 of Directive 2008/57/EC and, where appropriate, the TSI in Annex will be adapted.
Poročila se bodo obravnavala v okviru odbora, ustanovljenega s členom 29 Direktive 2008/57/ES, TSI v Prilogi pa se bo po potrebi prilagodila.
the bodies it appoints for carrying out the conformity assessment and checking procedures of the specific cases mentioned in paragraph 1.
organih, ki jih je določila za opravljanje postopkov za ocenjevanje skladnosti in postopkov za preverjanje posebnih primerov, navedenih v odstavku 1.
‘Infrastructure’ subsystem for conventional rail
Podsistem: Infrastruktura za proge za konvencionalne hitrosti
Geographical scope
Geografsko območje uporabe
DEFINITION AND SCOPE OF SUBSYSTEM
OPREDELITEV IN PODROČJE UPORABE PODSISTEMA
Definition of the infrastructure subsystem
Opredelitev infrastrukturnega podsistema
Interfaces of this TSI with other TSIs
Vmesniki te TSI z drugimi TSI
Interfaces of this TSI with the persons with reduced mobility TSI
Vmesniki te TSI s TSI za funkcionalno ovirane osebe
Interfaces of this TSI with the safety in railway tunnels TSI
Vmesniki te TSI s TSI za varnost v železniških predorih
Inclusion of infrastructure into the scope of the noise TSI
Vključitev infrastrukture v področje uporabe TSI za hrup
DESCRIPTION OF THE INFRASTRUCTURE SUBSYSTEM
OPIS INFRASTRUKTURNEGA PODSISTEMA
Functional and technical specifications of subsystem
Funkcionalne in tehnične specifikacije podsistema
TSI categories of line
TSI Kategorizacija prog
Performance parameters
Parametri tehničnega stanja prog
Basic parameters characterising the infrastructure subsystem
Osnovni parametri, ki določajo infrastrukturni podsistem
List of basic parameters
Seznam osnovnih parametrov
Requirements for basic parameters
Zahteve, ki se nanašajo na osnovne parametre
Line layout
Trasa proge
Structure gauge
Svetli profil proge
Distance between track centres
Medtirna razdalja
Maximum gradients
Največji nagibi nivelete
Minimum radius of horizontal curve
Najmanjši polmer horizontalnega krožnega loka
Minimum radius of vertical curve
Najmanjši polmer vertikalne zaokrožitve
Track parameters
Parametri tira
Nominal track gauge
Normalna tirna širina
Cant
Nadvišanje
Rate of change of cant (as a function of time)
Sprememba nadvišanja v časovni enoti
Cant deficiency on plain track and on the through route of switches and crossings
Primanjkljaj nadvišanja na tiru na odprti progi in na tiru s kretnicami in križišči
Design values for equivalent conicity
Projektirane vrednosti za ekvivalentno koničnost
Requirements for controlling equivalent conicity in service
Zahteve pri nadzoru ekvivalentne koničnosti med obratovanjem
Railhead profile for plain line
Prečni prerez glave tirnice na odprti progi
Plain line
Odprta proga
Requirements for switches and crossings
Zahteve pri projektiranju kretnic in križišč
Track stiffness
Togost tira
Switches and crossings
Kretnice in križišča
Means of locking
Kretniški zapah
In-service geometry of switches and crossings
geometrija kretnic in križišč v obratovanju
Maximum unguided length of fixed obtuse crossings
Največja nevodena dolžina pri navadnih dvojnih srcih
Track resistance to applied loads
Nosilnost tira zaradi uporabljenih obremenitev
Track resistance to vertical loads
Nosilnost tira zaradi navpične obremenitve
Longitudinal track resistance
Vzdolžni upor tira
Lateral track resistance
Bočni upor tira
Structures resistance to traffic loads
Nosilnost konstrukcij zaradi prometne obremenitve
Resistance of new bridges to traffic loads
Nosilnost novih mostov zaradi prometne obremenitve
Nosing forces
Horizontalne sile
Design track twist due to rail traffic actions
Projektiran zasuk tira zaradi vplivov železniškega prometa
Equivalent vertical loading for new earthworks and earth pressure effects
Enakovredna navpična obremenitev, ki deluje na nove nasipe, in učinki zemeljskega pritiska
Resistance of new structures over or adjacent to tracks
Nosilnost novih konstrukcij nad tiri ali v bližini tirov
Resistance of existing bridges and earthworks to traffic loads
Nosilnost obstoječih mostov in nasipov zaradi prometne obremenitve
Track geometrical quality and limits on isolated defects
Kvaliteta geometrije tirov in odstopanja pri lokalnih napakah
Determination of immediate action, intervention, and alert limits
Določitev odstopanj za takojšnje ukrepanje, intervencijo in opozorilo
The immediate action limit for track twist
Odstopanja za takojšnje ukrepanje pri vegavosti tira
The immediate action limit for variation of track gauge
Odstopanja za takojšnje ukrepanje pri spremembi tirne širine
The immediate action limit for cant
Odstopanja za takojšnje ukrepanje pri nadvišanju
Usable length of platforms
Uporabna dolžina peronov
Width and edge of platforms
Širina in rob peronov
End of platforms
Konec peronov
Height of platforms
Višina peronov
Offset of platforms
Zamik peronov
Health, safety and environment
Zdravje, varnost in okolje
Maximum pressure variations in tunnels
Največja sprememba tlaka v predorih
Noise and vibration limits and mitigation measures
Mejne vrednosti hrupa in vibracij ter ukrepi za ublažitev
Safety in railway tunnels
Varnost v železniških predorih
Effect of crosswinds
Vpliv bočnegih vetrov
Provision for operation
Določba za delovanje
Distance markers
Progovne oznake
Fixed installations for servicing trains
Stabilne naprave za servisiranje vlakov
Toilet discharge
Praznjenje stranišč
Water restocking
Oskrba z vodo
Electrical shore supply
Stacionarna oskrba z električno energijo
Functional and technical specification of the interfaces
FunkcionalnA in tehničnA specifikacijA za vmesnike
Interfaces with the control command and signalling subsystem
Vmesniki s podsistemom nadzor-vodenje in signalizacija
Interfaces with the operation and traffic management subsystem
Vmesniki s podsistemom vodenja in upravljanja prometa
Exceptional conditions relating to pre-planned works
Izjemni pogoji v zvezi z vnaprej načrtovanimi deli
Degraded operation
Poslabšano stanje in obratovanje
Before placing a line in service
Pred začetkom obratovanja proge
After placing a line in service
Po predaji proge v obratovanje
Basis on which interoperability constituents have been selected
Osnova za izbor komponent interoperabilnosti
The rail
Tirnica
Railhead profile
Prečni prerez glave tirnice
Moment of inertia of the rail cross section
Vztrajnostni moment prečnega prereza tirnice
Rail hardness
Trdota tirnice
The rail fastening systems
Pritrdilni sistem
Track sleepers
Tirni pragovi
ASSESSMENT OF CONFORMITY OF INTEROPERABILITY CONSTITUENTS AND EC VERIFICATION OF THE SUBSYSTEMS
OCENA SKLADNOSTI KOMPONENT INTEROPERABILNOSTI TER ES-VERIFIKACIJA PODSISTEMOV
Conformity assessment procedures
Postopki za oceno skladnosti
Innovative solutions for interoperability constituents
Inovativne rešitve za komponente interoperabilnosti
EC declaration of conformity for interoperability constituents
ES-izjava o skladnosti za komponente interoperabilnosti
Particular assessment procedures for subsystem
Posebni postopki ocenjevanja za podsistem
Technical solutions giving presumption of conformity at design phase
Tehnične rešitve, ki omogočAjo domnevo o skladnosti v fazi projektiranja
EC verification when speed is used as a migration criterion
ES-verifikacija, kadar se hitrost uporabi kot merilo migracije
Assessment of Register of Infrastructure
Ocena registra železniške infrastrukture
Subsystems containing interoperability constituents not holding an EC declaration
Podsistemi, ki vključujejo komponente interoperabilnosti BREZ es-izjave
Maintenance of the subsystems certified according to 6.6.1
Vzdrževanje podsistemov, potrjenih v skladu z določbo 6.6.1.
IMPLEMENTING THE INFRASTRUCTURE TSI
UPORABA TSI ZA INFRASTRUKTURO
Application of this TSI to conventional rail lines
Uporaba te TSI za železniške proge za konvencionalne hitrosti
Application of this TSI to new conventional rail lines
Veljavnost te TSI za nove železniške proge za konvencionalne hitrosti
Application of this TSI to existing conventional rail lines
Uporaba te TSI za obstoječe železniške proge za konvencionalne hitrosti
Upgrading of a line
Nadgradnja proge
Renewal of a line
Obnova proge
Substitution in the framework of maintenance
Zamenjava v okviru vzdrževanja
Existing lines that are not subject to a renewal or upgrading project
Obstoječe proge, ki niso predmet projekta obnove ali nadgradnje
Speed as migration criterion
Progovna Hitrost kot merilo migracije
Compatibility of infrastructure and rolling stock
Združljivost infrastrukture in voznega parka
Particular features on the Irish network
Posebne lastnosti irskega omrežja
Particular features on the Romanian network
Posebne lastnosti romunskega omrežja
Particular features on the UK network for Great Britain
Posebne lastnosti omrežja združenega kraljestva za veliko britanijo
Particular features on the UK network for Northern Ireland
Posebne lastnosti omrežja združenega kraljestva za severno irsko
Annex A — Assessment of interoperability constituents
Priloga A – Ocena komponent interoperabilnosti
Annex B — Assessment of the infrastructure subsystem
Priloga B – Ocena infrastrukturnega podsistema
Annex C — Capability requirements for structures according to TSI category of line in Great Britain
Priloga C – Zahteve ki se nanašajo na konstrukcije v skladu s TSI kategorizacijo progi v Veliki Britaniji
Annex D — Items to be included in the Register of Infrastructure
Priloga D – Postavke, ki se vključijo v register železniške infrastrukture