natgillin/translations-raw huggingface dataset:
Some limiting values set out in section 4 depend on the intended speed of the route.
Priglašeni organ lahko izda ES-potrdilo o verifikaciji za podsistem, tudi če so nekatere komponente interoperabilnosti, ki so vgrajene v podsistem, obnovljive in primerne za ponovno uporabo, če so izpolnjena naslednja merila:
Conformity should be assessed at the intended ultimate speed;
Poleg tega se skladnost komponent interoperabilnosti z oddelkom 6.1 ne uporablja, in
however it is permissible to assess speed dependant characteristics at the lower speed at the time of placing in service.
komponente interoperabilnosti nimajo ustreznih ES-izjav o skladnosti in/ali primernosti za uporabo.
The conformity of the other characteristics for the intended speed of the route remains valid.
katere komponente interoperabilnosti so obnovljive in primerne za ponovno uporabo;
To declare the interoperability at this intended speed, it is only necessary to assess the conformity of the characteristics temporarily not respected, when they are brought up to the required level.
potrditev, da podsistem vsebuje komponente interoperabilnosti, enake tistim, ki so bile verificirane kot del podsistema.
Point 4.5 requires the infrastructure manager to have for each interoperable line a maintenance file for the infrastructure subsystem.
Obnovljive komponente interoperabilnosti, ki so primerne za ponovno uporabo, se lahko na odgovornost organa, pristojnega za vzdrževanje, uporabijo kot zamenjave (rezervni deli) pri podsistemu, povezane z vzdrževanjem.
The notified body shall confirm that the maintenance file exists and contains the items listed in point 4.5.1.
V vsakem primeru mora organ, pristojen za vzdrževanje, zagotoviti, da so komponente za zamenjave, povezane z vzdrževanjem, primerne za uporabo, se uporabljajo na njihovem področju uporabe in omogočajo doseganje interoperabilnosti v železniškem sistemu ter hkrati izpolnjujejo bistvene zahteve.
The notified body is not responsible for assessing the suitability of the detailed requirements set out in the maintenance file.
Take komponente morajo biti sledljive in certificirane v skladu s katerim koli nacionalnim ali mednarodnim predpisom ali širše priznanim kodeksom ravnanja na področju železnic.
The notified body shall include a reference to the maintenance file required by point 4.5.1 of this TSI in the technical file referred to in Article 18(3) of Directive 2008/57/EC.
IZVAJANJE TSI INFRASTRUKTURA
Until 31 May 2021, a notified body is allowed to issue an EC certificate of verification for a subsystem even if some of the interoperability constituents incorporated within the subsystem are not covered by the relevant EC declarations of conformity and/or suitability for use according to this TSI, if the following criteria are complied with:
Države članice izdelajo nacionalni načrt za izvajanje te TSI, pri čemer morajo upoštevati skladnost celotnega železniškega sistema v Evropski uniji.
the conformity of the subsystem has been checked against the requirements of section 4 and in relation to sections 6.2 to 7 (except point 7.7 ‘Specific Cases’) of this TSI by the notified body.
Ta načrt zajema vse projekte, v okviru katerih bodo obnovljeni in nadgrajeni podsistemi infrastruktura, v skladu s podrobnostmi, navedenimi v točkah 7.1 do 7.7 spodaj.
Furthermore the conformity of the ICs to section 5 and 6.1 does not apply, and
Oddelki 4 do 6 in vse posebne določbe v točkah 7.2 do 7.6 v nadaljevanju se v celoti uporabljajo za proge, zajete v geografsko območje uporabe te TSI, ki bodo začele obratovati kot interoperabilne proge po začetku veljavnosti te TSI.
the interoperability constituents, which are not covered by the relevant EC declaration of conformity and/or suitability for use, have been used in a subsystem already approved and put in service in at least one of the Member State before the entry in force of this TSI.
Za namen te TSI „nova proga“ pomeni progo, ki ustvari smer, ki še ne obstaja.
EC declarations of conformity and/or suitability for use shall not be drawn up for the interoperability constituents assessed in this manner.
Naslednji primeri, pri katerih gre na primer za povečanje hitrosti ali zmogljivosti proge, se štejejo za nadgradnjo in ne za gradnjo nove proge:
The EC certificate of verification of the subsystem shall indicate clearly which interoperability constituents have been assessed by the notified body as part of the subsystem verification.
rekonstrukcija odseka obstoječe proge;
The EC declaration of verification of the subsystem shall indicate clearly:
gradnja obvoza;
Which interoperability constituents have been assessed as part of the subsystem;
gradnja enega ali več tirov na obstoječi progi, ne glede na razdaljo med obstoječimi tiri in dograjenimi tiri.
Confirmation that the subsystem contains the interoperability constituents identical to those verified as part of the subsystem;
V skladu s členom 2(m) Direktive 2008/57/ES „nadgradnja“ pomeni vsako večjo spremembo podsistema ali dela podsistema, ki izboljša celotno obratovanje podsistema.
For those interoperability constituents, the reason(s) why the manufacturer did not provide an EC Declaration of conformity and/or suitability for use before its incorporation into the subsystem, including the application of national rules notified under Article 17 of Directive 2008/57/EC.
Podsistem infrastruktura na progi se v smislu te TSI šteje za nadgrajenega, če je spremenjen vsaj parameter zmogljivosti osna obremenitev ali profil, kot sta opredeljena v točki 4.2.1, z namenom izpolnitve zahtev druge prometne kode.
During and after the transition period and until the subsystem is upgraded or renewed (taking into account the decision of Member State on application of TSIs), the interoperability constituents which do not hold an EC Declaration of conformity and/or suitability for use and are of the same type are allowed to be used as maintenance related replacements (spare parts) for the subsystem, under the responsibility of the body responsible for maintenance.
Za druge parametre zmogljivosti iz TSI države članice v skladu s členom 20(1) Direktive 2008/57/ES odločijo, v kolikšnem obsegu je treba TSI uporabiti pri danem projektu.
In any case the body responsible for maintenance must ensure that the components for maintenance related replacements are suitable for their applications, are used within their area of use and enable interoperability to be achieved within the rail system while at the same time meeting the essential requirements.
Če se uporablja člen 20(2) Direktive 2008/57/ES, ker nadgradnja zahteva odobritev začetka obratovanja, države članice odločijo, katere zahteve TSI se morajo uporabiti.
Such components must be traceable and certified in accordance with any national or international rule or any code of practice widely acknowledged in the railway domain.
Če se člen 20(2) Direktive 2008/57/ES ne uporablja, ker nadgradnja ne zahteva odobritve začetka obratovanja, se priporoča skladnost s to TSI.
A notified body is allowed to issue an EC certificate of verification for a subsystem even if some of the interoperability constituents incorporated within the subsystem are serviceable interoperability constituents that are suitable for reuse, if the following criteria are complied with:
Kadar skladnosti ni mogoče doseči, naročnik obvesti državo članico o razlogih za to.
Furthermore the conformity of the ICs to 6.1 does not apply, and
Pri projektu, ki vključuje elemente, ki niso skladni s TSI, se je treba o uporabi postopkov za ocenjevanje skladnosti in ES-verifikacijo dogovoriti z državo članico.
the interoperability constituents are not covered by the relevant EC declaration of conformity and/or suitability for use.
V skladu s členom 2(n) Direktive 2008/57/ES „obnova“ pomeni vsako večje obnovitveno delo na podsistemu ali delu podsistema, ki ne spremeni celotnega delovanja podsistema.
Which interoperability constituents are serviceable interoperability constituents that are suitable for reuse;
Za ta namen je treba večje obnovitveno delo razumeti kot projekt, ki se izvede kot sistematična zamenjava elementov na progi ali na odseku proge.
Confirmation that the subsystem contains the interoperability constituents identical to those verified as part of the subsystem.
Obnova se razlikuje od zamenjave v okviru vzdrževanja, navedenega v točki 7.3.3 spodaj, ker omogoča, da se doseže stanje proge, skladno s TSI.
Serviceable interoperability constituents that are suitable for reuse are allowed to be used as maintenance related replacements (spare parts) for the subsystem, under the responsibility of the body responsible for maintenance.
Obnova je isto kot nadgradnja, vendar brez spremembe parametrov zmogljivosti.
In any case the body responsible for maintenance must ensure that the components for maintenance related replacements are suitable for their applications, are used within their area of use, and enable interoperability to be achieved within the rail system while at the same time meeting the essential requirements.
Če se uporablja člen 20(2) Direktive 2008/57/ES, ker obnova zahteva odobritev začetka obratovanja, države članice odločijo, katere zahteve TSI se morajo uporabiti.
Such components must be traceable and certified in accordance with any national or international rule, or any code of practice widely acknowledged in the railway domain.
Če se člen 20(2) Direktive 2008/57/ES ne uporablja, ker obnova ne zahteva odobritve začetka obratovanja, se priporoča skladnost s to TSI.
IMPLEMENTATION OF THE INFRASTRUCTURE TSI
Kadar skladnosti ni mogoče doseči, naročnik obvesti državo članico o razlogih za to.
Member States shall develop a national plan for the implementation of this TSI, considering the coherence of the entire rail system of the European Union.
Kadar se vzdržujejo deli podsistema na progi, v skladu s to TSI uradna verifikacija in odobritev začetka obratovanja nista potrebni.
This plan shall include all projects subject to renewal and upgrade of infrastructure subsystems, in line with the details mentioned in points 7.1 to 7.7 here below.
Seveda pa morajo biti zamenjave v okviru vzdrževanja opravljene v skladu z zahtevami te TSI, kolikor je to upravičeno in izvedljivo.
Sections 4 to 6 and any specific provisions in points 7.2 to 7.6 here below apply in full to the lines within the geographical scope of this TSI, which will be placed in service as interoperable lines after this TSI enters into force.
Cilj bi moral biti, da zamenjave v okviru vzdrževanja postopoma prispevajo k razvoju interoperabilne proge.
For the purpose of this TSI a ‘new line’ means a line that creates a route where none currently exists.
Za zagotovitev postopnega razvoja vedno večjega dela podsistema infrastruktura v smeri interoperabilnosti je treba naslednjo skupino osnovnih parametrov vedno prilagajati skupaj:
The following situations, for example to increase speed or capacity, may be considered as an upgraded line rather than a new line:
perone.
the realignment of part of an existing route,
V takšnih primerih je treba upoštevati dejstvo, da noben posamezni zgornji element ne more zagotoviti skladnosti celotnega podsistema.
the creation of a bypass,
Skladnost podsistema se lahko zagotovi le, če so s TSI skladni vsi elementi.
the addition of one or more tracks on an existing route, regardless of the distance between the original tracks and the additional tracks.
Raven skladnosti obstoječih železniških prog z osnovnimi parametri TSI se dokazuje na prostovoljni osnovi.
In accordance with Article 2(m) of Directive 2008/57/EC, ‘upgrading’ means any major modification work on a subsystem or part of a subsystem which improves the overall performance of the subsystem.
Pri nadgradnji ali obnovi podsistema infrastruktura se uporabljajo naslednji pogoji v zvezi z višino perona, ki so določeni v točki 4.2.9.2 te TSI:
The infrastructure subsystem of a line is considered to be upgraded in the context of this TSI when at least the performance parameters axle load or gauge, as defined in point 4.2.1, are changed in order to meet the requirements of another traffic code.
lahko se uporabljajo druge nazivne višine perona za zagotavljanje skladnosti z določenim programom nadgradnje ali obnove proge ali odseka proge;
For other TSI performance parameters, according to Article 20(1) of the Directive 2008/57/EC, Member States decide to what extent the TSI needs to be applied to the project.
lahko se uporabljajo druge nazivne višine perona, če dela zahtevajo strukturne spremembe katerega koli nosilnega elementa.
Where Article 20(2) of Directive 2008/57/EC applies because the upgrading is subject of an authorisation of placing into service, Member States shall decide which requirements of the TSI must be applied.
Proga lahko začne obratovati kot interoperabilna proga tudi pri hitrosti, ki je nižja od najvišje predvidene progovne hitrosti.
Where article 20(2) of Directive 2008/57/EC does not apply because the upgrading is not subject of an authorisation of placing into service, compliance with this TSI is recommended.
V takem primeru proga ne sme biti zgrajena tako, da bo ovirala poznejšo prilagoditev na najvišjo predvideno progovno hitrost v prihodnosti.
Where compliance is not possible to reach, the contracting entity shall inform the Member State of the reasons thereof.
Na primer, medtirna razdalja mora ustrezati predvideni najvišji progovni hitrosti, vendar pa bo moralo nadvišanje ustrezati hitrosti v času začetka obratovanja proge.
For a project including elements not being TSI compliant, the procedures for the assessment of conformity and EC verification to be applied should be agreed with the Member State.
Zahteve za oceno skladnosti v tem primeru so navedene v oddelku 6.3.
In accordance with Article 2(n) of Directive 2008/57/EC, ‘renewal’ means any major substitution work on a subsystem or part subsystem which does not change the overall performance of the subsystem.
Tirna vozila, ki so skladna s TSI tirna vozila, niso samodejno združljiva z vsemi progami, ki so skladne s to TSI infrastruktura.
For this purpose major substitution should be interpreted as a project undertaken to systematically replace elements of a line or a section of a line.
Na primer, vozilo s profilom GC ni združljivo s predorom s profilom GB.
Renewal differs from a substitution in the framework of maintenance, referred to in point 7.3.3 below, since it gives the opportunity to achieve a TSI compliant route.
Postopek določanja združljivosti s progo, ki ga je treba upoštevati, je skladen s Priporočilom Komisije o odobritvi za začetek obratovanja strukturnih podsistemov in vozil v skladu z Direktivo 2008/57/ES [7].
A renewal is the same case as upgrading, but without a change in performance parameters.
Načrt TSI-kategorizacije prog, kot je opredeljen v oddelku 4, je v splošnem združljiv z obratovanjem vozil, kategoriziranih v skladu s standardom EN 15528:2008+A1:2012, do najvišje hitrosti, kot je prikazano v Dodatku E. Vendar pa obstaja tveganje glede prekomernih dinamičnih učinkov, vključno z resonanco na nekaterih mostovih, kar lahko dodatno vpliva na združljivost vozil in infrastrukture.
Where article 20(2) of Directive 2008/57/EC applies because the renewal is subject of an authorisation of placing into service, Member States shall decide which requirements of the TSI must be applied.
Za dokazovanje združljivosti vozil, ki obratujejo s hitrostjo, ki presega najvišjo hitrost iz Dodatka E, se lahko opravijo pregledi na podlagi posebnih scenarijev obratovanja, dogovorjenih med upravljavcem infrastrukture in prevoznikom v železniškem prometu.
Where compliance is not possible to reach, the contracting entity informs the Member State of the reasons thereof.
Na posameznih omrežjih se lahko uporabljajo naslednji posebni primeri.
Where the parts of a subsystem on a line are maintained, the formal verification and authorisation for placing into service is not required in accordance with this TSI.
Ti posebni primeri so razvrščeni kot:
However, maintenance replacements should be, as far as it is reasonably practicable, undertaken in accordance with the requirements of this TSI.
primeri „P“
The objective should be that maintenance replacements progressively contribute the development of an interoperable line.
trajni primeri;
In order to bring progressively an important part of the infrastructure subsystem in a process towards interoperability, the following group of basic parameters should be adapted together:
primeri „T“
Platforms.
Višina perona (4.2.9.2)
In such cases, it is noted that each of the above elements taken separetly cannot ensure compliance of the whole subsystem.
Primeri P
The conformity of a subsystem can only be stated when all the elements are compliant with the TSI.
Za druge dele železniškega omrežja Unije, kot je opredeljeno v členu 2(4) te uredbe, je za namene obnove in nadgradnje dovoljena nazivna višina perona 380 mm nad vozno površino.
The demonstration of the level of compliance of existing lines with the basic parameters of the TSI is voluntary.
Odmik perona (4.2.9.3)
The procedure for this demonstration shall be in accordance with Commission Recommendation 2014/881/EU of 18 November 2014 [6].7.4.
Za perone višine 550 mm in 760 mm se konvencionalna vrednost odmika perona bq0 izračuna v skladu z naslednjima enačbama:
In case of upgrade or renewal of the infrastructure subsystem, the following conditions related to platform height governed by point 4.2.9.2 of this TSI, shall apply:
v zavoju s polmerom 1000 ≤ R ≤ ∞ (m),
It shall be allowed to apply other nominal platform heights for consistency with a particular upgrade or renewal programme of a line or a section of a line.
v zavoju s polmerom R < 1000 (m).
It shall be allowed to apply other nominal platform heights, if the work requires structural alterations to any load bearing element.
Za nadgrajene ali obnovljene perone sta dovoljeni nazivni višini perona 300 mm in 1100 mm nad vozno površino.
It is permissible to bring a line into service as an interoperable line at a lower speed than its intended ultimate line speed.
Namesto točk 4.2.9.3(1) in 4.2.9.3(2) je odmik perona:
However, when it is the case the line should not be constructed in a way that inhibits future adoption of the intended ultimate line speed.
1650 mm za perone višine 300 mm in
For example the distance between track centres shall be suitable for the intended ultimate line speed but the cant will need to be appropriate to the speed at the time the line is brought into service.
1750 mm za perone višine 1100 mm.
Requirements for assessment of conformity in this case are set out in section 6.3.
Na progah mestne železnice (S-Tog) je dovoljena nazivna višina perona 920 mm nad vozno površino.
Rolling stock complying with the rolling stock TSIs is not automatically compatible with all lines complying with this Infrastructure TSI.
Nazivna tirna širina (4.2.4.1)
The process of ascertaining route compatibility to be followed shall be in accordance with Commission Recommendation on the authorisation for the placing in service of structural subsystems and vehicles under Directive 2008/57/EC [7].
Odpornost novih mostov na prometne obremenitve (4.2.7.1)
The design of the TSI categories of line as defined in section 4 is generally compatible with the operation of vehicles categorised in accordance with EN 15528:2008+A1:2012 at up to the maximum speed as shown in Appendix E. However there may be a risk of excessive dynamic effects including resonance in certain bridges which may further impact the compatibility of vehicles and infrastructure.
Za sistem tirne širine 1520 mm je na progah z osno obremenitvijo 30 t dovoljeno projektiranje konstrukcij za prevzem navpičnih obremenitev v skladu z obremenitvenim modelom iz Dodatka M k tej TSI.
Checks, based on specific operational scenarios agreed between the infrastructure manager and the railway undertaking, may be undertaken to demonstrate the compatibility of vehicles operating above the maximum speed shown in Appendix E.
Mejna vrednost takojšnjega ukrepanja pri kretnicah in tirnih križiščih (4.2.8.6)
As stated in point 4.2.1 of this TSI, it is permissible to design new and upgraded lines such that they will also accommodate larger gauges, higher axle loads, greater speeds, greater usable length of platform and longer trains than those specified.
Za sistem tirne širine 1520 mm je namesto podtočke 4.2.8.6(3)(a) na najožjem mestu najmanjši razmik med glavno tirnico in ostrico 54 mm.
The following specific cases may be applied on particular networks.
TSI-kategorizacija prog (4.2.1)
The specific cases are classified as:
Za nazivno tirno širino 1524 mm je namesto profilov, navedenih v stolpcu „Profil“ v preglednicah 2 in 3 v točki 4.2.1(6), dovoljeno uporabiti profil FIN1.
‘P’ cases
7.7.6.2 Svetli profil proge (4.2.3.1) Primeri P
permanent cases;
Svetli profil proge (4.2.3.1)
‘T’ cases
Za nazivno tirno širino 1524 mm se namesto točke 4.2.3.1(3) izračun svetlega profila proge izvede na podlagi statične metode v skladu z zahtevami iz oddelkov 5, 6 in 10 ter oddelka D.4.4 Priloge D k standardu EN 15273-3:2013.
temporary cases, where it is recommended that the target system is reached by 2020 (an objective set out in Decision No 1692/96/EC of the European Parliament and Council [8]).7.7.1.
Medtirna razdalja (4.2.3.2)
Platform height (4.2.9.2)
Za nazivno tirno širino 1524 mm je namesto točke 4.2.3.2(1) medtirna razdalja določena na podlagi profila FIN1.
P cases
Za nazivno tirno širino 1524 mm je namesto točke 4.2.3.2(2) nazivna horizontalna medtirna razdalja za nove proge konstrukcijsko določena in ni manjša od vrednosti iz preglednice 21;
For other parts of the Union rail network as set out in Article 2(4) of this Regulation, for renewal and upgrading, the nominal platform height of 380 mm above the running surface shall be allowed.
Preglednica 21
Platform offset (4.2.9.3)
Za nazivno tirno širino 1524 mm namesto točke 4.2.3.2(3) medtirna razdalja najmanj izpolnjuje zahteve glede mejne vrednosti namestitvene medtirne razdalje, opredeljene v skladu z oddelkom D.4.4.5 Priloge D k standardu EN 15273-3:2013.
For platform heights of 550 mm an 760 mm, the conventional value bq0 of platform offset shall be calculated according to the following formulas:
Najmanjši polmer horizontalnega loka zavoja (4.2.3.4)
In curve with a radius 1000 ≤ R ≤ ∞ (m)
Za nazivno tirno širino 1524 mm so namesto točke 4.2.3.4(3) S-krivine (razen tistih na ranžirnih postajah, kjer se vagoni ranžirajo posamično) s polmeri od 150 do 275 m na novih progah projektirane v skladu s preglednico 22, da se odbojniki med vozili ne morejo zagozditi.
In curve with a radius R < 1000 (m)
Preglednica 22
For upgraded or renewed platforms, the nominal platform height of 300 mm and 1100 mm above the running surface shall be allowed.
Mejne vrednosti za dolžino vmesne preme med dvema dolgima krožnima lokoma v nasprotnih smereh [m] [9]Zaporedje [9]
Instead of points 4.2.9.3(1) and 4.2.9.3(2), the platform offset shall be:
Mejne vrednosti za tire, po katerih poteka mešani promet [m]
1650 mm for platforms with heights of 300 mm and
R = 150 m – prema – R = 150 m
1750 mm for platforms with height of 1100 mm.
R = 160 m – prema – R = 160 m
Instead of point 4.2.4.1(2), for the 1520 mm track gauge system the nominal track gauge shall be either 1520 mm or 1524 mm.
R = 190 m – prema – R = 190 m
Resistance of new bridges to traffic loads (4.2.7.1)
R = 200 m – prema – R = 200 m
For the 1520 mm track gauge system, for lines with an axle load of 30 t, it shall be allowed to design structures to support vertical loads in accordance with the load model set out in Appendix M to this TSI.
R = 210 m – prema – R = 210 m
The immediate action limit for switches and crossing (4.2.8.6)
R = 220 m – prema – R = 220 m
Instead of sub-point 4.2.8.6(3)(a), for the 1520 mm track gauge system, the minimum value of bypass at the narrowest location between open switch rail and stock rail is 54 mm.
R = 230 m – prema – R = 230 m
Instead of gauges specified in the columns ‘Gauge’ in Table 2 and Table 3 of point 4.2.1(6), for the nominal track gauge of 1524 mm, it shall be allowed to use gauge FIN1.
R = 250 m – prema – R = 250 m
Structure gauge (4.2.3.1)
R = 260 m – prema – R = 260 m