natgillin/translations-raw huggingface dataset:
For lifting cases associated only with rescue following derailment or other abnormal incident, where some permanent deformation of the structure is acceptable, it is permissible to reduce the load factor in Tables 9 and 10 from 1,1 to 1,0.
Pri dviganjih, povezanih samo z reševanjem po iztirjenju ali drugih nenormalnih dogodkih, kjer je določena trajna deformacija konstrukcije sprejemljiva, je dovoljeno zmanjšati faktor obremenitve v preglednicah 9 in 10 od 1,1 na 1,0.
If a factor of 1,0 is used for a validation test, the measured strains shall be extrapolated to demonstrate the conformance to the higher factor.
Če se za validacijski preskus uporabi faktor 1,0, se merjena trdnost ekstrapolira, da se prikaže skladnost z višjim faktorjem.
The lifting shall occur via designated lifting points.
Dviganje poteka prek določenih točk dviga.
The location of the lifting points shall be defined by the customer's operational requirements.
Položaj točk dviga opredeljujejo operativne zahteve odjemalca.
The attachments of equipment shall be designed either:
Povezave med opremo so zasnovane za:
to carry the loads specified in tables 12, 13 and 14 of Section 4.5 of EN12663
prenašanje obremenitev, določenih v preglednicah 12, 13 in 14 oddelka 4.5 EN12663
Or as an alternative
ali
to be validated by carrying out an buffing test as described in Annex Z.
se validirajo z odbojnim preskusom, opisanim v Prilogi Z.
The load requirements for structural parts of the wagon body, such as side and end wall structures, doors, stanchions and load restraint systems shall be designed to carry the maximum loads they will experience in performing their intended function.
Zahteve glede obremenitve konstrukcijskih delov nadgradnje vagona, kakor so bočne in čelne stranice, vrata, drogovi in sistemi za pritrjevanje tovora, so take, da ti deli prenesejo maksimalne obremenitve, do katerih bo prihajalo med izvajanjem njihove predvidene funkcije.
The load cases shall be determined using the principles for structural design given in EN12663.
Obremenitveni primeri se določijo z uporabo načel za konstrukcije, ki so navedena v EN12663.
Annex YY provides suitable design requirements for common types of wagon features that are in general use.
Priloga YY navaja ustrezne zahteve za projektiranje za splošne vrste značilnosti vagonov, ki so v splošni rabi.
However they shall be used only where they are applicable.
Vendar se te zahteve uporabljajo samo tam, kjer je to ustrezno.
For new types of wagon the designer shall determine appropriate load cases to meet the specific requirements using the principles given in EN12663.
Za nove vrste vagonov projektant določi ustrezne obremenitvene primere za izpolnjevanje posebnih zahtev z uporabo načel, navedenih v EN12663.
All sources of cyclic loading that can cause fatigue damage shall be identified.
Identificirajo se vsi viri cikličnih obremenitev, ki lahko povzročijo poškodbe zaradi utrujenosti materiala.
In accordance with Clause 4.6 of EN12663, the inputs listed in Annex N shall be considered and the way in which they are represented and combined shall be consistent with the intended use of the freight wagon.
V skladu s klavzulo 4.6 EN12663 se upoštevajo viri, navedeni v Prilogi N, načini, kako so zastopani in kako se kombinirajo, pa so skladni s predvideno uporabo tovornega vagona.
The definition of the load cases shall also be consistent with the material fatigue design code to be used as described in Clause 5.2 and method of validation in Clause 6.3 of EN12663.
Opredelitev obremenitvenih primerov je tudi skladna s standardom za projektiranje dinamično obremenjenega materiala, ki se uporabi, kakor je opisano v klavzuli 5.2, in metodo validacije iz klavzule 6.3 EN12663.
Where the fatigue load cases act in combination, they shall be taken into account in a manner consistent with the characteristics of the loads and the form of design analysis and fatigue design code being employed.
Kadar primeri dinamične obremenitve delujejo v kombinaciji, se upoštevajo na način, ki je skladen z značilnostmi obremenitev in obliko analize projektiranja ter standardom za projektiranje, ki se uporablja.
For most conventional wagon designs the loading defined in Table 16 of EN12663 can be considered as sufficient to represent the full effective combination of fatigue load cycles.
Za večino konvencionalnih izvedb vagonov se obremenitve, opredeljene v preglednici 16 EN12663, lahko štejejo za zadostne pri predstavitvi celotne kombinacije ciklov dinamične obremenitve.
Where detailed data are not available, Annex CC shall be used to determine the main sources of fatigue loading.
Če podrobni podatki niso na razpolago, se za določanje glavnih virov dinamičnih obremenitev uporabi Priloga CC.
In accordance with Clause 5.2 of EN12663, the behaviour of materials under fatigue loading shall be based on current European Standard, or alternative sources of equivalent standing, wherever such sources are available.
V skladu s klavzulo 5.2 EN12663 vedenje materialov pod dinamično obremenitvijo temelji na veljavnem evropskem standardu ali drugih virih enakovrednega značaja, kadar so taki viri na razpolago.
Acceptable material fatigue design codes are Eurocode 3 and Eurocode 9 as well as the method described in Annex N.
Sprejemljiva standarda za projektiranje dinamično obremenjenih materialov sta Eurocode 3 in Eurocode 9 ter metode, opisane v Prilogi N.
Deflections under the loads or load combinations shall not be such as to cause the wagon or its payload to exceed the permitted operational envelope (see Annex C and Annex T).
Upogibanje pod obremenitvami ali kombinacijami obremenitev ni tako, da bi vagon ali njegov tovor presegla dovoljene operativne okvire (glej Prilogo C in Prilogo T).
Deflections shall also not impair the functionality of the wagon as a whole or that of any installed components or systems.
Upogibanje tudi ne zmanjša funkcionalnosti vagona kot celote ali funkcionalnosti katere koli vgrajene komponente ali sistema.
The design process shall take into account that the natural modes of vibration of the wagon body, in all loading conditions including tare, shall be separated sufficiently, or otherwise de-coupled from the suspension frequencies, so as to avoid the occurrence of undesirable responses at all operating speeds.
Proces projektiranja upošteva, da so naravni načini vibracij nadgradnje vagona v vseh pogojih obremenitve, vključno s taro, zadostno ločeni ali drugače oddeljeni od frekvenc vzmetenja, da ne pride do nezaželenih odzivov pri vseh obratovalnih hitrostih.
The torsional stiffness of the wagon body shall be consistent with the suspension characteristics such that the derailment criteria are achieved in all loading conditions including tare.
Torzijska togost nadgradnje vagona je skladna z značilnostmi vzmetenja, tako da so merila iztirjenja dosežena pod vsemi pogoji obremenitve, vključno s taro.
The natural modes of vibration of equipment, on its mountings, shall be separated sufficiently, or otherwise de-coupled from the wagon body or suspension frequencies, so as to avoid the occurrence of undesirable responses at all operating speeds.
Naravni načini vibracij opreme so na svojih nastavkih zadostno ločeni ali drugače oddeljeni od nadgradnje vagona ali frekvenc vzmetenja, da ne pride do nezaželenih odzivov pri vseh obratovalnih hitrostih.
Annex YY provides suitable design requirements for common types of features that are in general use.
Priloga YY navaja ustrezne zahteve glede projektiranja za splošne vrste značilnosti, ki so v splošni rabi.
For this, locking devices shall be used which indicate their status (open/closed) and they shall be visible by an operator outside the train.
Za to se uporabljajo naprave za zaklepanje, ki kažejo status (odprto/zaprto) in ki jih mora operater neovirano videti z zunanje strani vlaka.
The locking devices shall be designed to be secured against unintentional opening during running.
Naprave za zaklepanje so projektirane tako, da so zavarovane pred nenamernim odpiranjem med vožnjo.
Closing and locking systems shall be designed so that the operating staff are not placed at undue risk.
Sistemi za zapiranje in zaklepanje so projektirani tako, da operativno osebje ni izpostavljeno nepotrebnemu tveganju.
Suitable and clear instructions for use shall be applied near each locking device and shall be visible by the operator.
V bližini vsake naprave za zaklepanje so pritrjena ustrezna in jasna navodila, ki jih mora operater neovirano videti.
The closing and locking devices shall be designed to withstand the loads which are caused by the payload under normal, regular conditions and when the payload has been displaced in a foreseeable manner.
Naprave za zapiranje in zaklepanje so projektirane tako, da prenesejo obremenitve, ki jih izvaja tovor pod normalnimi, rednimi pogoji in kadar se tovor premakne na predvidljiv način.
The closing and locking devices shall be designed to withstand the loads that occur while the vehicles are passing other trains under all conditions, including when in tunnels.
Naprave za zapiranje in zaklepanje prenesejo obremenitve, ki nastanejo med vožnjo mimo drugih vlakov pod vsemi pogoji, vključno v tunelu.
The forces, which are needed to actuate the closing and locking devices, shall be of a magnitude that can be applied by an operator without additional tools.
Sile, ki so potrebne za aktivacijo naprav za zapiranje in zaklepanje, so tolikšne, da jih operater lahko izvaja brez dodatnega orodja.
Exceptions are allowable when additional tools are specifically made available or when motor driven systems are used.
Izjeme so dovoljene, če so posebej za to na razpolago dodatna orodja ali če so uporabljeni sistemi na motorni pogon.
The closing and locking systems shall be inspected at normal maintenance periods and remedial action taken if signs of damage or malfunction are found.
Sistemi za zapiranje in zaklepanje se pregledajo med normalnim vzdrževanjem in izvedejo se sanacijski ukrepi, če se odkrijejo očitni znaki poškodb ali slabega delovanja.
Markings are required on wagons to:
Na vagonih se zahtevajo oznake za:
Identify each individual wagon by its unique number, as specified in the Traffic Operations and Management TSI, and recorded in the Register.
identifikacijo vsakega posameznega vagona z enotno številko, kakor je določena v TSI Vodenje in upravljanje prometa in evidentirana v registru,
Provide information required to produce train consists, including brake mass, length over buffers, tare weight, speed versus load table for different line categories.
zagotavljanje informacij, ki se zahtevajo za vlak, vključno z zavorno maso, dolžino čez odbojnike, maso tara, preglednico hitrosti nasproti obremenitvam za različne kategorije prog,
Identify operational restrictions to staff, including geographical limitations, and shunting restrictions.
identifikacijo operativnih omejitev, vključno z zemljepisnimi omejitvami in omejitvami glede ranžiranja,
Provide pertinent safety information for staff operating wagons or attending in an emergency, including overhead live wire and electrical equipment warning signs, lift/jacking points, vehicle specific safety instructions.
zagotavljanje ustreznih varnostnih informacij za osebje, ki ravna z vagoni ali pomaga v nujnih slučajih, vključno z opozorili za električne vode pod napetostjo in električno opremo, točke dviga/podporne točke in varnostna navodila, ki so specifična za vozilo.
These markings are listed in the Annex B and pictograms are included if required.
Te oznake so naštete v Prilogi B, in če se tako zahteva, so vključeni tudi piktogrami.
The markings shall be located as high as practicable on the wagon structure up to a height of 1600 mm above rail level.
Oznake so nameščene na ustrezni višini na vagonsko konstrukcijo do višine 1600 mm od gornjega roba tirnice.
Hazard signs shall be located in such a position that they can be seen before the hazard zone is actually reached.
Znaki za nevarnost so na takem mestu, da jih je mogoče videti pred dejanskim dosegom nevarnega območja.
The markings of wagons that do not have vertical sides +/- 10 degrees, shall be affixed on special panels.
Oznake na vagonih, ki nimajo navpičnih stranic +/- 10 stopinj, se namestijo na posebne ploščice.
Markings may be achieved either by painting or by decals.
Oznake so lahko naslikane ali odtisnjene na ploščice.
The requirements for Dangerous Goods Markings are covered by directive 96/49/EC with its valid Annex
Zahteve za označevanje nevarnega blaga vsebuje Direktiva 96/49/ES z veljavno prilogo.
When changes to a wagon occur that require changes to the markings, such changes shall be consistent with changes to the data recorded in the Rolling Stock Register.
Če so na vagonu izvedene spremembe, ki zahtevajo spremembo oznak, so take spremembe skladne s spremembami podatkov, evidentiranih v registru železniškega voznega parka.
Markings shall be cleaned/replaced when required to ensure that they remain legible.
Oznake se po potrebi očistijo/zamenjajo, da ostanejo čitljive.
Wagons carrying dangerous goods shall meet the requirements of this TSI and in addition the requirements of RID.
Vagoni, ki prevažajo nevarno blago, izpolnjujejo zahteve te TSI in poleg tega tudi zahteve RID.
Further developments in this legal area are led by an international working group (RID-Committee) of representatives from the governments which are members of the COTIF.
Nadaljnji razvoj na tem pravnem področju vodi mednarodna delovna skupina (Odbor RID), ki jo sestavljajo predstavniki vlad, članic COTIF.
Rolling Stock
Železniški vozni park
Council Directive 96/49/EC and its Annex in their valid version
Direktiva Sveta 96/49/ES in njena priloga v veljavni različici
Marking and Labelling
Označevanje in etiketiranje
Spark protection
Zaščita pred iskrami
Use of wagons for the transport of Dangerous Goods in long tunnels
Uporaba vagonov za prevoz nevarnega blaga v dolgih tunelih
Under examination by working groups mandated by the European Commission (AEIF and RID)
Zadevo preučujejo delovne skupine po pooblastilu Evropske komisije (AEIF in RID)
Tank
Cisterna
Council Directive 1999/36/EC on transportable pressure equipment (TPED) in its valid version
Direktiva Sveta 1999/36/ES o premični tlačni opremi (TPED) v veljavni različici
Tank testing, inspection and marking
Preskušanje, pregled in označevanje cistern
EN 12972 Tanks for transport of dangerous goods-testing, inspection and marking of metallic tanks from April 2001
EN 12972 Cisterne za prevoz nevarnega blaga – preskušanje, pregled in označevanje kovinskih cistern od aprila 2001
The maintenance of tank/freight wagons shall be compliant with the following European Standard and the Council Directive:
Vzdrževanje cistern/tovornih vagonov je v skladu z naslednjim evropskim standardom in direktivo Sveta:
Testing and inspection
Preskušanje in pregledi
Maintenance of Tank and its equipment
Vzdrževanje cisterne in njene opreme
Mutual agreements on Tank-inspectors
Medsebojni sporazumi o inšpektorjih za cisterne
VEHICLE TRACK INTERACTION AND GAUGING
MEDSEBOJNO VPLIVANJE VOZILO-TIR IN PROFILI
This section defines the maximum outside dimensions of wagons to ensure that they remain within the infrastructure gauge.
Ta oddelek opredeljuje največje zunanje dimenzije vagonov, ki zagotavljajo, da ostanejo znotraj infrastrukturnega profila.
To achieve this, the maximum possible movement of the wagon is considered; this is called the kinematic envelope.
Za to se upošteva največje mogoče gibanje vagona; to se imenuje kinematični razpon.
The kinematic envelope of the rolling stock is defined by means of a reference profile and its associated rules.
Kinematični razpon železniškega voznega parka se opredeli z referenčnim profilom in pripadajočimi pravili.
It is obtained by applying the rules giving reductions in relation to the reference profile, which the various parts of the rolling stock shall meet.
Pridobi se z uporabo pravil, ki določajo omejitve glede na referenčni profil, s katerimi se bodo srečevali različni deli železniškega voznega parka.
These reductions depend on:
Te omejitve so odvisne od:
the geometric characteristics of the rolling stock in question,
geometrijskih značilnosti zadevnega železniškega voznega parka,
the position of the cross-section in relation to the bogie pivot or to the axles,
položaja preseka glede na vrtljivi čep podstavnega vozička ali na osi,
the height of the point considered in relation to the running surface,
višine zadevne točke glede na vozno površino,
constructional tolerances,
konstrukcijskih odstopanj,
the maximum wear allowance,
največje dopustne obrabe,
the elastic characteristics of the suspension.
elastičnih značilnosti vzmetenja.
The study of the maximum construction gauge takes into account both the lateral and vertical movements of the rolling stock, drawn up on the basis of the geometrical and suspension characteristics of the vehicle under various loading conditions.
Študija največjega konstrukcijskega profila upošteva bočna in navpična gibanja železniškega voznega parka, pripravljena pa je na podlagi geometrijskih značilnosti in značilnosti vzmetenja vozila pod različnimi pogoji obremenitve.
The construction gauge of rolling stock travelling on a given section of line shall be smaller, by an appropriate safety margin, than the minimum structure gauge of the line in question.
Konstrukcijski profil železniškega voznega parka, ki vozi na danem odseku proge, je ob upoštevanju ustrezne varnostne rezerve manjši od najmanjšega profila ustroja zadevne proge.
A rolling stock gauge comprises two fundamental elements: a reference profile and the rules for that profile.
Profil železniškega voznega parka zajema dva temeljna elementa: referenčni profil in pravila za ta profil.
It allows determination of the maximum dimensions of rolling stock and the position of fixed structures on the line.
Omogoča določitev največjih dimenzij železniškega voznega parka in položaja fiksnih ustrojev na progi.
In order that a rolling stock gauge is applicable, the following three parts of that gauge shall be specified:
Da bi se profil železniškega voznega parka lahko uporabljal, se določijo naslednji trije deli tega profila:
the reference profile;
referenčni profil,
the rules for determining the maximum construction gauge for the wagons;
pravila za določanje največjega konstrukcijskega profila vagonov,
the rules for determining the clearances to structures and the track spacing.
pravila za določanje oddaljenosti do ustrojev in medtirne razdalje.
Annex C specifies the reference profile and the rules for the maximum construction gauge for wagons.
Priloga C podrobno določa referenčni profil in pravila za največji konstrukcijski profil vagonov.
The associated rules for determining the clearances for installation of structures are covered in the Infrastructure TSI.
Pripadajoča pravila za določanje oddaljenosti za namestitev ustrojev so zajeta v infrastrukturni TSI.
All equipment and parts of wagons that give rise to transverse and vertical displacements shall be checked at appropriate maintenance intervals.
Vsa oprema in deli vagonov, ki povzročajo prečne in navpične premike, se preverijo v ustreznih vzdrževalnih intervalih.
In order to keep the wagon inside the kinematic gauge, the maintenance plan shall include provision for inspection of the following items:
Da bi vagon ostal znotraj kinematičnega profila, načrt vzdrževanja vključuje določbo za inšpekcijski pregled naslednjih elementov:
wheel profile and wear,
profila kolesa in obrabe,
bogie frame,
okvirja podstavnega vozička,
springs,
vzmeti,
side bearers,
stranskih nosilcev,
body structure,
konstrukcije nadgradnje,
constructional clearances,
konstrukcijskih profilov,
maximum wear allowance,
največje dopustne obrabe,
elastic characteristics of the suspension,
elastičnih značilnosti vzmetenja,
axle guide wear ,
obrabe osnega vodila,
elements that affect the vehicle flexibility coefficient,
elementov, ki vplivajo na koeficient fleksibilnosti vozila,
elements that affect the roll centre.
elementov, ki vplivajo na lego osi zasuka,
Devices causing movements affecting the gauge
naprav, ki povzročajo premike in vplivajo na profil
The axle load and axle spacing of the vehicles defines the vertical quasi-static load input to the track.
Osna obremenitev in osni razmik med vozili opredeljujeta navpično kvazistatično obremenitev tira.
The load limits for wagons take into account their geometrical characteristics, weights per axle and weights per linear metre.
Mejne obremenitve za vagone upoštevajo njihove geometrijske značilnosti, maso na os in maso na tekoči meter.
They shall be in accordance with the classification of lines or sections of lines, categories A, B1, B2, C2, C3, C4, D2, D3, D4 as defined in the table below.
So v skladu s klasifikacijo prog ali odsekov prog, kategorije A, B1, B2, C2, C3, C4, D2, D3, D4, kakor so opredeljene v spodnji preglednici.
Axle loads higher than 22,5 tonnes are not specified in this TSI; existing national rules continue to apply to lines capable of accepting these higher axle loads.
Osne obremenitve, višje od 22,5 tone, niso opredeljene v tej TSI; za proge, ki lahko sprejmejo te osne obremenitve, se še naprej uporabljajo veljavna nacionalna pravila.
Mass per axle = P
Masa na os = P
Mass per unit length = p
Masa na enoto dolžine = p
p = Mass per unit length, i.e. the wagon mass plus the mass of the load, divided by the wagon length in metres, measured over the buffers when non-compressed.
p = masa na enoto dolžine, tj. masa vagona plus masa tovora deljeno z dolžino vagona v metrih, merjeno prek odbojnikov, ko niso stisnjeni.
P = Mass per axle.
P = masa na os.
Annex D Table D.1 contains data from which a train made up of wagons with two 2-axle bogies is used in order to determine the category in which a line is classified.
Priloga D, preglednica D.1, vsebuje podatke, ki se za vlak, sestavljen iz vagonov z dvema dvoosnima podstavnima vozičkoma, uporabijo za določitev kategorije, v katero je razvrščena proga.
A line or section of line is classified in one of these categories when it is capable of handling an unlimited number of wagons with the weight characteristics shown in the table above.
Proga ali odsek proge je razvrščen v eno od teh kategorij, če lahko prenese neomejeno število vagonov z značilnostmi glede mase, ki so prikazane v zgornji preglednici.
Classification according to the maximum mass per axle P is expressed in capital letters (A, B, C, D, E, F, G); classification according to the maximum mass per unit length p is expressed in Arabic numerals (1, 2, 3, 4, 5, 6), except for Category A.
Klasifikacija glede na največjo maso na os P je izražena z velikimi tiskanimi črkami (A, B, C, D, E, F, G); klasifikacija glede na največjo maso na enoto dolžine p je izražena z arabskimi številkami (1, 2, 3, 4, 5, 6), razen za kategorijo A.
The lines thus classified are capable of handling the wagons listed below:
Tako razvrščene proge lahko prenesejo spodaj navedene vagone:
Two or three-axle wagons, and wagons with 2-axle bogies, where the measurements a and b are equal to or greater than the values shown in Annex D Table D.1, providing P and p do not exceed the values shown in the table above.
Dvo- ali triosne vagone in vagone z dvoosnimi podstavnimi vozički, pri katerih sta dimenziji a in b enaki ali večji od vrednosti, prikazanih v Prilogi D, preglednica D.1, pod pogojem, da P in p ne presegata vrednosti, prikazanih v zgornji preglednici.
Two 2-axle bogie wagons where the measurements a and b are smaller than the values shown in Annex D Table D.2, providing they have reduced mass per axle, Pr. complying with the values given in Annex D Table D.3 in relation to the values of measurements a and b.
Vagone z dvema dvoosnim podstavnima vozičkoma, pri katerih sta dimenziji a in b manjši od vrednosti, prikazanih v Prilogi D, preglednica D.2, pod pogojem, da imajo zmanjšano maso na os, Pr, ki ustreza vrednostim v Prilogi D, preglednica D.3, glede na vrednosti dimenzij a in b.
Two bogie wagons, with 3 or 4 axles per bogie, providing they have reduced mass per axle, Pr, complying with the values given in Annex D Tables D.4 and D.5 in relation to the values of dimensions a and b.
Vagone z dvema podstavnima vozičkoma, pri čemer ima vsak 3 ali 4 osi, pod pogojem, da imajo zmanjšano maso na os, Pr, ki ustreza vrednostim v Prilogi D, preglednici D.4 in D.5, glede na vrednosti dimenzij a in b.