natgillin/translations-raw huggingface dataset:
Dette afsnit omhandler en interoperabilitetskomponent, der skal underkastes en typeafprøvning (modul CB) eller en vurdering af anvendelsesegnethed (modul CV).
Definition of Projects at advanced stage of development
Attesten for typeafprøvning eller konstruktionsundersøgelse eller anvendelsesegnethed er gyldig i fem år.
Rolling stock is developed and produced under a project at an advanced stage of development in accordance with the definition in Article 2(t) of the Directive 2008/57/EC.
I dette tidsrum må nye komponenter af samme type tages i brug uden ny typevurdering.
The project shall be at an advanced stage of development at the date of application of this TSI.
Før udløbet af den femårige fase B-periode skal komponenten vurderes på grundlag af den seneste reviderede udgave af denne TSI, der er i kraft på det pågældende tidspunkt med hensyn til de krav, der er blevet ændret, eller som er nye i forhold til certificeringsgrundlaget.
Definition of Contracts in course of performance
Denne TSI er udarbejdet under den forudsætning, at andre delsystemer er i overensstemmelse med de TSI'er, der gælder for dem.
Rolling stock is developed and produced under a contract which is signed before the date of application of this TSI.
Det vil sige, at forskrifterne for grænseflader til faste anlæg i delsystemerne Infrastruktur, Energi og Togkontrol forudsætter, at disse delsystemer opfylder kravene i TSI'erne om hhv. infrastruktur, energi og togkontrol og kommunikation.
The applicant has to bring evidence of the date of signature of the original contract applicable.
Det betyder igen, at gennemførelsesmetoderne og -faserne for det rullende materiel afhænger af, hvordan det går med at gennemføre TSI'erne for Infrastruktur, Energi og Togkontrol og kommunikation.
The date of any addenda in the form of changes to an original contract shall not be taken into account when defining the date of signature of the contract in question.
Dertil kommer, at de TSI'er, der gælder for faste anlæg, åbner for tekniske forskelle (mellem f.eks. strækningskategorier i TSI'en om infrastruktur og strømforsyningssystemer i TSI'en om energi).
Definition of Rolling Stock of an existing design
For det rullende materiel er de relevante tekniske egenskaber registreret i det europæiske register over godkendte køretøjstyper, jf. direktiv 2008/57/EF, artikel 34, og Kommissionens gennemførelsesafgørelse 2011/665/EU af 4. oktober 2011 om det europæiske register over godkendte typer af jernbanekøretøjer (se også afsnit 4.8).
Rolling stock is produced according to a design developed before the date of application of this TSI, and which therefore has not been assessed according to this TSI.
For de faste anlæg indgår de blandt de hovedegenskaber, der skal være anført i infrastrukturregistret, jf. artikel 35 i direktiv 2008/57/EF, og Kommissionens gennemførelsesafgørelse 2011/633/EU [12] om fælles specifikationer for infrastrukturregistret for jernbaner.
For the purpose of this TSI, a rolling stock can be qualified as ‘built according to existing design’ when one of the two following conditions is met:
De særtilfælde, der er anført i de følgende afsnit, vedrører særlige bestemmelser, der er nødvendige og tilladte på bestemte net i hver medlemsstat.
The applicant can prove that the newly built rolling stock will be produced according to a documented design that has already been used to produce a rolling stock which has been authorised to be placed into service in a Member State before the date of application of this TSI.
Disse særtilfælde er klassificeret som:
The manufacturer or the applicant can prove that the project was in pre-production phase, or in series production at the date of application of this TSI.
Alle særtilfælde, der har betydning for rullende materiel inden for anvendelsesområdet for denne TSI, skal behandles i denne TSI.
In order to prove this, at least one prototype shall be in assembly phase with an existing identifiable body shell, and components already ordered from sub-suppliers shall represent 90 % of the total value of components.
Visse særtilfælde har grænseflader til andre TSI'er.
The Applicant shall demonstrate to the NSA that the conditions spelled out under the respective bullet point in this clause (depending on the situation at hand) are met.
Når et afsnit i denne TSI henviser til andre TSI'er, hvor et særtilfælde finder anvendelse, eller når et særtilfælde finder anvendelse på rullende materiel som følge af et særtilfælde, der er angivet i en anden TSI, gentages disse i denne TSI.
For modifications to an existing design, the following rules apply until 31 May 2017:
Dertil kommer, at nogle særtilfælde ikke hindrer adgang til det nationale net for TSI-konformt rullende materiel.
In case of design modifications strictly limited to those necessary to ensure the technical compatibility of the rolling stock with fixed installations (corresponding to interfaces with infrastructure, energy, or control-command and signalling subsystems), the application of this TSI is not mandatory.
I så fald er dette nævnt udtrykkeligt i det pågældende afsnit under 7.3.2.
In case of other design modifications, the present clause related to ‘existing design’ does not apply.
Mekaniske grænseflader (4.2.2.2)
Application to mobile equipment for railway infrastructure construction and maintenance
Særtilfælde for Irland og for Nordirland i Det Forenede Kongerige (P-tilfælde)
The application of this TSI to mobile railway infrastructure construction and maintenance equipment (as defined in Sections 2.2 and 2.3) is not mandatory.
Endekobling, højde over skinne (punkt 4.2.2.2.3, tillæg A)
The conformity assessment process as described in the clause 6.2.1 may be used by applicants on a voluntary basis in order to establish an EC declaration of verification against this TSI;
A.1 Puffere
this EC declaration of verification shall be recognised as such by Member States.
Puffernes centerlinje skal ligge 1090 mm (+ 5/– 80 mm) over skinnen under alle belastnings- og slidforhold.
In case the applicant chooses not to apply this TSI, the mobile railway infrastructure construction and maintenance equipment may be authorised in accordance with Article 24 or 25 of Directive 2008/57/EC.
A.2 Skruekobling
Application to vehicles designed to be operated solely on the 1520 mm system
Trækkrogens centerlinje skal ligge 1070 mm (+ 25/– 80) mm over skinnen under alle belastnings- og slidforhold.
The application of this TSI to vehicles designed to be operated solely on the 1520 mm system is not mandatory during a transition period ending six years after the date of application of this TSI.
Særtilfælde for Det Forenede Kongerige (Storbritannien) (P-tilfælde)
In case the applicant chooses not to apply this TSI, the vehicle may be authorised in accordance with Article 24 or 25 of Directive 2008/57/EC.
Adgangsforhold for personalet ved sammen- og afkobling (afsnit 4.2.2.2.5)
Transitional measure for fire safety requirement
Enheder, der er udstyret med manuelle koblingssystemer (jf. afsnit 4.2.2.2.3, litra b), kan alternativt opfylde nationale tekniske forskrifter, der er meddelt med dette formål.
During a transitional period ending three years after the date of application of this TSI, it is permitted, as an alternative to material requirements specified in clause 4.2.10.2.1 of the present TSI, to apply the verification of conformity to the material fire safety requirements of the notified national rules (using the appropriate operation category) from one of the following sets of standards:
Dette særtilfælde hindrer ikke adgang til det nationale net for TSI-konformt rullende materiel.
The British standards BS6853, GM/RT2130 issue 3.
Profilbestemmelse (4.2.3.1)
The French standards NF F 16-101:1988 and NF F 16-102/1992.
Enhedens øvre og nedre referenceprofil kan fastsættes efter nationale tekniske forskrifter, der er meddelt med dette formål.
The German standard DIN 5510-2:2009 including toxicity measurements.
Særtilfælde for Det Forenede Kongerige (Storbritannien) (P-tilfælde)
The Italian standards UNI CEI 11170-1:2005 and UNI CEI 11170-3:2005.
Med henblik på teknisk kompatibilitet med det eksisterende banenet kan enhedens øvre og nedre referenceprofil samt strømaftagerprofilet alternativt fastsættes efter nationale tekniske forskrifter, der er meddelt med dette formål.
The Polish standards PN-K-02511:2000 and PN-K-02502:1992.
Egenskaber ved rullende materiel for kompatibilitet med udstyr langs sporet (4.2.3.3.2.2)
The Spanish standard DT-PCI/5A.
Særtilfælde for Finland (P-tilfælde)
During this period, it is permitted to substitute individual materials by materials which are compliant with EN 45545-2:2013 (as specified in clause 4.2.10.2.1 of the present TSI).
For rullende materiel, der forudsættes indsat på det finske net (sporvidde 1520 mm), og som bruger udstyr langs sporet til overvågning af aksellejets tilstand, skal de målflader på undersiden af et akselleje, som skal være utildækket for at tillade observation fra HABD-udstyr langs sporet, opfylde dimensionskravene i EN 15437-1:2009, idet værdierne erstattes med følgende:
Transitional measure for noise requirements specified in the HS RST TSI 2008
System baseret på udstyr langs sporet:
For units of maximum design speed higher than or equal to 190 km/h intended to be operated on the High Speed TEN network, requirements defined in clause 4.2.6.5 ‘Exterior noise’ and in clause 4.2.7.6 ‘Interior noise’ of the HS RST TSI 2008 shall apply.
I EN 15437-1:2009, afsnit 5.1 henholdsvis 5.2, erstattes dimensionerne af følgende:
This transitional measure is applicable until a revised TSI Noise covering all types of rolling stock is applicable.
Der defineres to forskellige målflader (I og II), inklusive forbudszoner og målezoner:
Transitional measure for crosswind requirements specified in the HS RST TSI 2008
Dimensioner for målflade I:
For units of maximum design speed higher than or equal to 250 km/h intended to be operated on the High Speed TEN network, it is permitted to apply requirements defined in clause 4.2.6.3 ‘Crosswind’ of the HS RST TSI 2008, as specified in clause 4.2.6.2.4 of the present TSI.
WTA, større end eller lig med 50 mm
This transitional measure is applicable until revision of the clause 4.2.6.2.4 of the present TSI.
LTA, større end eller lig med 200 mm
This clause provides information which relates to Article 20 of Directive 2008/57/EC.
YTA skal være mellem 1045 mm og 1115 mm
Renewal
WPZ, større end eller lig med 140 mm
The Member State shall use the following principles as a basis for determining the application of this TSI in case of renewal:
LPZ, større end eller lig med 500 mm
A new assessment against the requirements of this TSI is only needed for the basic parameters in this TSI which may have their performance influenced by the modification(s).
YPZ skal være 1080 mm ± 5 mm
For existing non-TSI compliant rolling stock, when during the renewal it is not economically feasible to fulfil the TSI requirement, the renewal could be accepted if it is evident that a basic parameter is improved in the direction of the TSI defined performance.
Dimensioner for målflade II:
National migration strategies related to the implementation of other TSIs (e.g. TSIs covering fixed installations) may have an impact to what extent this TSI needs to be applied.
WTA, større end eller lig med 14 mm
For a project including elements not being TSI conform, the procedures for the assessment of conformity and EC verification to be applied should be agreed with the Member State.
YTA skal være mellem 892 mm og 896 mm
For existing non-TSI compliant design of rolling stock, the replacement of a whole unit or (a) vehicle(s) within a unit (e.g. a replacement after a severe damage; see also clause 6.2.9) does not require a conformity assessment against this TSI, as long as the unit or the vehicle(s) are identical to the ones they replace.
WPZ, større end eller lig med 28 mm
Such units must be traceable and certified in accordance with any national or international rule, or any code of practice widely acknowledged in the railway domain.
YPZ skal være 894 mm ± 2 mm
For the replacement of TSI conform units or vehicles, a conformity assessment against this TSI is required.
Rullende materiel, som bruger udstyr langs sporet til overvågning af aksellejets tilstand, skal opfylde følgende krav til målflader på undersiden af et akselleje (dimensioner fastsat i EN 15437-1: 2009):
Upgrade
Tabel 18
The Member State shall use the following principles as a basis for determining the application of this TSI in case of upgrade:
Målflade
Parts and basic parameters of the subsystem that have not been affected by the upgrading works are exempt from conformity assessment against the provisions in this TSI.
1110 ± 2
A new assessment against the requirements of this TSI is only needed for the basic parameters in this TSI which have their performance influenced by the modification(s).
Særtilfælde for Portugal (P-tilfælde)
When during the upgrade it is not economically feasible to fulfil the TSI requirement, the upgrade could be accepted if it is evident that a basic parameter is improved in the direction of the TSI defined performance.
For rullende materiel, der forudsættes drevet på det portugisiske net (sporvidde 1668 mm), og som bruger udstyr langs sporet til overvågning af aksellejets tilstand, skal den målflade, der skal forblive utildækket for at tillade observation fra HABD-udstyr langs sporet, og dens placering i forhold til køretøjets centerlinje, være i overensstemmelse med følgende:
Guidance to the Member State for those modifications that are deemed to be upgrades is given in the application guide.
YTA = 1000 mm (målflademidtpunktets position på tværaksen i forhold til køretøjets centerlinje)
This clause concerns a rolling stock type (unit type in the context of this TSI), as defined in Article 2(w) of Directive 2008/57/EC, which is subject to a EC type or design verification procedure in accordance with the Section 6.2 of this TSI.
WTA ≥ 65 mm (målfladens dimension i tværretningen)
The TSI assessment basis for a ‘type or design examination’ is defined in columns 2 and 3 (design and development phase) of Appendix H of this TSI.
LTA ≥ 100 mm (målfladens dimension i længderetningen)
Phase A
YPZ = 1000 mm (forbudszonemidtpunktets position på tværaksen i forhold til køretøjets centerlinje)
Phase A starts once a notified body, which is responsible for EC verification, is appointed by the applicant and ends when the EC type examination certificate is issued.
WPZ ≥ 115 mm (forbudszonens dimension i tværretningen)
The TSI assessment basis for a type is defined for a phase A period, with a duration of maximum seven years.
WTA ≥ 55 mm (målfladens dimension i tværretningen)
The phase B period defines the period of validity of the type examination certificate once it is issued by the notified body.
YPZ = 1176 ± 10 mm (forbudszonemidtpunktets position på tværaksen i forhold til køretøjets centerlinje)
During this time, units may be EC certified on the basis of conformity to type.
WPZ ≥ 110 mm (forbudszonens dimension i tværretningen)
The type examination certificate of EC verification for the subsystem is valid for a seven year phase B period after its issue date, even if a revision of this TSI comes into force.
Særtilfælde for Sverige (T-tilfælde)
During this time, new rolling stock of the same type is permitted to be placed in service on the basis of an EC declaration of verification referring to the type certificate of verification.
Dette særtilfælde gælder for alle enheder, der ikke har indbygget udstyr til overvågning af aksellejets tilstand, og som forudsættes indsat i drift på strækninger med aksellejedetektorer, der ikke er opgraderet.
Modifications to a type or design already bearing an EC certificate of verification
Disse strækninger er angivet i infrastrukturregistret som strækninger, der ikke er TSI-konforme i denne henseende.
For modifications to a rolling stock type already bearing a type or design examination certificate of verification, the following rules apply:
De to zoner på undersiden af akselkasse/akseltap, der er anført i nedenstående tabel, og som henviser til parametrene i EN 15437-1:2009, skal være utildækket med henblik på vertikal overvågning ved hjælp af fast detekteringsudstyr for overhedet akselleje langs sporet:
The changes are permitted to be dealt with by only re-assessing those modifications which influence the basic parameters of the latest revision of this TSI in force at that time.
Tabel 19
In order to establish the certificate of EC verification, the notified body is permitted to refer to:
Målflade og forbudszone for enheder, der skal drives i Sverige
The original type or design examination certificate for parts of the design that are unchanged, as far as it is still valid (during 7 years phase B period).
hele længden
Additional type or design examination certificate (amending the original certificate) for modified parts of the design which influence the basic parameters of the latest revision of this TSI in force at that time.
905 ± 20
This clause concerns an interoperability constituent which is subject to type examination (module CB) or to suitability for use (module CV).
Kompatibiliteten med disse systemer skal være anført i den tekniske dokumentation for køretøjet.
The type or design examination or suitability for use certificate is valid for a five year period.
Det er tilladt at fastslå kompatibilitet med andet fast udstyr end det, der er beskrevet i den specifikation, som der er henvist til i bilag J-1, indeks 15.
During this time, new constituents of the same type are permitted to be placed into service without a new type assessment.
I så fald skal det faste udstyr, som enheden er kompatibel med, skal beskrives i den tekniske dokumentation (jf. afsnit 4.2.3.3.2, punkt 4)).
Before the end of the five-year period, the constituent shall be assessed according to the latest revision of this TSI in force at that time, for those requirements that have changed or are new in comparison to the certification basis.
Sikring mod afsporing ved kørsel på sporvridninger (punkt 4.2.3.4.1)
This TSI has been developed with consideration of other subsystems being compliant to their respective TSIs.
For alle enheder kan metode 3 i EN14363:2005, afsnit 4.1.3.4.1, benyttes i alle tilfælde.
Accordingly, interfaces with the fixed installations infrastructure, energy and control-command subsystems are addressed for subsystems compliant with the TSI Infrastructure, the TSI Energy and the TSI CCS.
Dynamiske egenskaber under kørsel (4.2.3.4.2, 6.2.3.4, ERA/TD/2012-17/INT)
Following this, the implementation methods and phases concerning rolling stock depend on the progress of implementation of the TSI Infrastructure, the TSI Energy and the TSI CCS.
Følgende afvigelser fra denne TSI's afsnit om dynamiske egenskaber under kørsel gælder for køretøjer, der udelukkende skal drives på det finske 1524 mm banenet:
Furthermore, TSIs covering the fixed installations allow for a set of different technical characteristics (e.g. ‘traffic code’ in TSI Infrastructure, ‘power supply system’ in TSI Energy).
Prøvningszone 4 anvendes ikke ved prøvning af kørselsdynamik.
For rolling stock, the corresponding technical characteristics are recorded in the ‘European register of authorised types of vehicles’, according to Article 34 of Directive 2008/57/EC and Implementing Decision 2011/665/EU (see also Section 4.8 of this TSI).
Middelværdien af kurveradius på alle sporstykker i prøvningszone 3 skal være 550 ± 50 m ved prøvning af kørselsdynamik.
For fixed installations, they are part of the main features recorded in the ‘Register of infrastructure’, according to Article 35 of Directive 2008/57/EC and Commission Implementing Decision 2011/633/EU [12].
Parametrene for sporkvalitet under prøvning af kørselsdynamik skal opfylde RATO 13 (sporinspektion).
The specific cases, as listed in the following clause, describe special provisions that are needed and authorised on particular networks of each Member State.
Målemetoderne skal opfylde EN 13848:2003 + A1.
These specific cases are classified as:
Med henblik på teknisk kompatibilitet med det eksisterende banenet er det tilladt at benytte anmeldte nationale tekniske forskrifter ved vurdering af dynamiske egenskaber under kørsel.
‘P’ cases
For rullende materiel, der forudsættes indsat på nettet med sporvidde 1668 mm, skal grænseværdien for den kvasistatiske styrekraft Yqst bedømmes for kurver med radius
‘permanent’ cases.
250 m ≤ Rm < 400 m.
‘T’ cases
Grænseværdien er:
‘temporary’ cases, where it is planned that the target system is reached in the future.
(Yqst)lim = 66 kN.
Any specific case applicable to the rolling stock in the scope of this TSI shall be addressed in this TSI.
Grænseværdien skal vurderes som anvist i ERA/TD/2012-17/INT bortset fra formlen i afsnit 4.3.11.2; her benyttes i stedet (11550 m/Rm — 33).
Certain specific cases are in interface to other TSIs.
Desuden skal overhøjdeunderskuddet ved anvendelse af EN 15686:2010 til 190 mm.
Where a clause in this TSI refers to another TSI to which a specific case is applicable, or where a specific case is applicable to the rolling stock as a consequence of a specific case declared in another TSI, these are also described in this TSI.
For at opnå teknisk kompatibilitet med det eksisterende banenet er det tilladt at benytte nationale tekniske forskrifter med andre krav end dem i EN 14363 og ERA/TD/2012-17/INT, når de er anmeldt med henblik på verifikation af dynamiske egenskaber under kørsel.
Moreover, some specific cases do not prevent the access to the national network to TSI compliant rolling stock.
Mekaniske og geometriske egenskaber for hjulsæt og hjul (4.2.3.5.2.1 og 4.2.3.5.2.2) Særtilfælde for Estlands, Letlands.
In that case, it is explicitly stated in the concerned section of the clause 7.3.2 below.
Litauens og Polens 1520 mm-banenet (P-tilfælde)
Mechanical interfaces (4.2.2.2)
Hjulenes geometriske dimensioner som fastlagt i figur 2 skal være i overensstemmelse med de grænseværdier, der er fastlagt i tabel 20.
Specific case Ireland and UK for Northern Ireland (‘P’)
Tabel 20
End coupling, height above rail (clause 4.2.2.2.3, Annex A)
Den mindste hjuldiameter skal sættes til 400 mm.
A.1 Buffers
For rullende materiel, der forudsættes indsat i trafik mellem det finske 1524 mm-net og et tredjelands 1520 mm-net, er det tilladt at bruge særlige hjulsæt, der er konstrueret til at optage sporviddeforskellen.
The height of the centre line of the buffers shall be in the range 1090 mm (+ 5/– 80 mm) above rail level in all loading and wear conditions.
Særtilfælde for Irland (P-tilfælde)
A.2 Screw coupling
Hjulenes geometriske dimensioner (jf. figur 2) skal være i overensstemmelse med de grænseværdier, der er fastlagt i tabel 21.
The height of the centre line of the draw hook shall be in the range 1070 mm (+ 25/– 80 mm) above rail level in all loading and wear conditions.
Tabel 21
Specific case United Kingdom (Great Britain) (‘P’)
Hjulkransens bredde (BR) (med en grat på højst 5 mm)
Staff access for coupling and uncoupling (clause 4.2.2.2.5)
Hjulflangens aktive flade (qR)
It is permissible for units fitted with manual coupling systems (as per clause 4.2.2.2.3 b) to alternatively comply with the national technical rules notified for this purpose.
Særtilfælde for Nordirland i Det Forenede Kongerige (P-tilfælde)
This specific case does not prevent the access of TSI compliant rolling stock to the national network.
Hjulsættenes og hjulenes geometriske dimensioner (jf. figur 1 og 2) skal være i overensstemmelse med de grænseværdier, der er fastlagt i tabel 22.
Gauging (4.2.3.1)
Tabel 22
It is permissible for the reference profile of the upper and the lower part of the unit to be established in accordance with the national technical rules notified for this purpose.
Driftsgrænseværdier for hjulsættenes og hjulenes geometriske dimensioner
Specific case the United Kingdom (Great Britain) (‘P’)
SR = AR + Sd,venstre + Sd, højre
For technical compatibility with the existing network it is permissible for the profile of the upper and the lower part of the unit together with the pantograph gauge to alternatively be established in accordance with the national technical rules notified for this purpose.
Hjulkransens bredde (BR)
Rolling stock requirements for compatibility with trackside equipment (4.2.3.3.2.2)