natgillin/translations-raw huggingface dataset:
Height : 800 mm ± 2,5 mm
Debelina : 2,0 mm ± 0,1 mm
Width : 1000 mm ± 2,5 mm
Ovojna pločevina
Thickness : 2,0 mm ± 0,1 mm
Dolžina : 1700 mm ± 2,5 mm
Cladding sheet
Debelina : 0,81 ± 0,07 mm
Length : 1700 mm ± 2,5 mm
Material : aluminij 5251/5052 (ISO 209, 1. del)
Thickness : 0,81 ± 0,07 mm
Ovojna pločevina odbijača
Material : Aluminium 5251/5052 (ISO 209, part 1)
Višina : 330 mm ± 2,5 mm
Bumper facing sheet
Debelina : 0,81 mm ± 0,07 mm
Height : 330 mm ± 2,5 mm
Lepilo
Thickness : 0,81 mm ± 0,07 mm
Vedno je treba uporabljati dvokomponentno poliuretansko lepilo (kot npr. smola Ciba-Geigy XB5090/1 s trdilcem XB5304 ali drugo ustrezno lepilo).
Adhesive
CERTIFICIRANJE ALUMINIJEVEGA SATJA
The adhesive to be used throughout should be a two-part polyurethane (such as Ciba-Geigy XB5090/1 resin with XB5304 hardener, or equivalent).
Celoten preskusni postopek za certificiranje aluminijeva satja je naveden v NHTSA TP-214D.
ALUMINIUM HONEYCOMB CERTIFICATION
V nadaljevanju je podan povzetek postopka, ki se mora uporabljati pri materialih pregrad za čelno trčenje, ki imajo odpornost proti deformaciji 0,342 MPa oziroma 1,711 MPa.
A complete testing procedure for certification of aluminium honeycomb is given in NHTSA TP-214D.
Mesta vzorčenja
The following is a summary of the procedure that should be applied to materials for the frontal impact barrier, these materials having a crush strength of 0,342 MPa and 1,711 MPa respectively.
Da bi zagotovili enako odpornost proti deformaciji na celi sprednji steni pregrade, je treba vzeti osem vzorcev na štirih mestih, enakomerno razporejenih po bloku iz satja.
Sample locations
Da bi blok uspešno prestal certifikacijski preskus, mora sedem od osmih vzorcev ustrezati zahtevam glede odpornosti proti deformaciji, ki so navedene v nadaljevanju.
To ensure uniformity of crush strength across the whole of the barrier face, eight samples shall be taken from four locations evenly spaced across the honeycomb block.
Mesto vzorčenja je odvisno od velikosti bloka iz satja.
For a block to pass certification, seven of these eight samples shall meet the crush strength requirements of the following sections.
Najprej se odrežejo štirje vzorci materiala na sprednji strani bloka pregrade, in sicer z merami 300 mm × 300 mm in debelino 50 mm.
The location of the samples depends on the size of the honeycomb block.
Pri določanju mesta teh odsekov na bloku iz satja se upošteva slika 2 v tej prilogi.
First, four samples, each measuring 300 mm × 300 mm × 50 mm thick shall be cut from the block of barrier face material.
Iz vsakega od teh večjih vzorcev se naredijo manjši vzorci za certifikacijski preskus (150 mm × 150 mm × 50 mm).
Please refer to Figure 2 of this annex for an illustration of how to locate these sections within the honeycomb block.
Certificiranje mora temeljiti na preskusu dveh vzorcev iz vsakega izmed teh štirih mest.
Each of these larger samples shall be cut into samples for certification testing (150 mm × 150 mm × 50 mm).
Druga dva je treba na zahtevo dati na voljo vložniku.
Certification shall be based on the testing of two samples from each of these four locations.
Velikost vzorca
The other two should be made available to the applicant, upon request.
Za preskus je treba uporabiti vzorce naslednjih velikosti:
Sample size
dolžina : 150 mm ± 6 mm
Samples of the following size shall be used for testing:
širina : 150 mm ± 6 mm
Length : 150 mm ± 6 mm
debelina : 50 mm ± 2 mm
Width : 150 mm ± 6 mm
Stene nepopolnih celic na robu vzorca je treba odrezati, kot sledi:
Thickness : 50 mm ± 2 mm
v smeri „W“ robovi ne smejo presegati 1,8 mm (glej sliko 3 v tej prilogi);
The walls of incomplete cells around the edge of the sample shall be trimmed as follows:
v smeri „L“ se na obeh koncih vzorca pusti polovica dolžine stene ene zaprte celice (v smeri vrste) (glej sliko 3 v tej prilogi).
In the ‘W’ direction, the fringes shall be no greater than 1,8 mm (see Figure 3 of this annex).
Meritev površine
In the ‘L’ direction, half the length of one bonded cell wall (in the ribbon direction) shall be left at either end of the specimen (see Figure 3 of this annex).
Dolžina vzorca se meri na treh mestih, in sicer 12,7 mm od vsakega konca in v sredini, ter se zapiše kot L1, L2 in L3 (slika 3 v tej prilogi).
Area measurement
Enako se izmeri tudi širina in se zapiše kot W1, W2 in W3 (slika 3 v tej prilogi).
The length of the sample shall be measured in three locations, 12,7 mm from each end and in the middle, and recorded as L1, L2 and L3 (Figure 3 of this annex).
Te meritve se opravijo na središčnici debeline.
In the same manner, the width shall be measured and recorded as W1, W2 and W3 (Figure 3 of this annex).
Nato se izračuna površina ploskve deformacije kot:
These measurements shall be taken on the centreline of the thickness.
Hitrost in globina stiskanja
The crush area shall then be calculated as:
Stiskanje vzorca mora potekati s hitrostjo najmanj 5,1 mm/min in največ 7,6 mm/min.
Crush rate and distance
Najmanjša globina stisnjenja je 16,5 mm.
The sample shall be crushed at a rate of not less than 5,1 mm/min and not more than 7,6 mm/min.
Zajemanje podatkov
The minimum crush distance shall be 16,5 mm.
Podatki o upogibu se zajemajo v odvisnosti od uporabljene sile v analogni ali digitalni obliki za vsak preskušani vzorec.
Data collection
Če se zbirajo analogni podatki, mora biti na voljo način za njihovo pretvarjanje v digitalne.
Force versus deflection data are to be collected in either analogue or digital form for each sample tested.
Vsi digitalni podatki se zajemajo s hitrostjo najmanj 5 Hz (5 točk na sekundo).
If analogue data are collected then a means of converting this to digital shall be available.
Določanje odpornosti proti deformaciji
All digital data shall be collected at a rate of not less than 5 Hz (5 points per second).
Vsi podatki pod deformacijo 6,4 mm in nad deformacijo 16,5 mm se zanemarijo.
Crush strength determination
Ostali podatki se razdelijo na tri dele oziroma intervale deformacije (n = 1, 2, 3) (glej sliko 4 v tej prilogi) na naslednji način:
Ignore all data prior to 6,4 mm of crush and after 16,5 mm of crush.
06,4 mm–09,7 mm vključno;
Divide the remaining data into three sections or displacement intervals (n = 1, 2, 3) (see Figure 4 of this annex) as follows:
09,7 mm–13,2 mm;
06,4 mm-09,7 mm inclusive,
13,2 mm–16,5 mm vključno.
09,7 mm-13,2 mm exclusive,
Za vsak del se izračun povprečje na naslednji način:
13,2 mm-16,5 mm inclusive.
pri čemer „m“ pomeni število podatkovnih točk, izmerjenih v vsakem od treh intervalov.
Find the average for each section as follows:
Za vsak odsek se izračuna odpornost proti deformaciji na naslednji način:
Where m represents the number of data points measured in each of the three intervals.
Specifikacije za odpornost vzorca proti deformaciji
Calculate the crush strength of each section as follows:
Da bi uspešno prestal to certifikacijo, mora vzorec satja izpolnjevati naslednje pogoje:
Sample crush strength specification
0,308 MPa ≤ S(n) ≤ 0,342 MPa za material 0,342 MPa;
For a honeycomb sample to pass this certification, the following conditions shall be met:
1,540 MPa ≤ S(n) ≤ 1,711 MPa za material 1,711 MPa;
0,308 MPa ≤ S(n) ≤ 0,342 MPa for 0,342 MPa material
Specifikacije za odpornost bloka proti deformaciji
1,540 MPa ≤ S(n) ≤ 1,711 MPa for 1,711 MPa material
Preskusi se opravijo na osmih vzorcih s štirih mest, enakomerno razporejenih na bloku.
Block crush strength specification
Da bi blok uspešno prestal certifikacijski preskus, mora sedem od osmih vzorcev ustrezati specifikacijam za odpornost proti deformaciji, ki so navedene v prejšnjem oddelku.
Eight samples are to be tested from four locations, evenly spaced across the block.
POSTOPEK LEPLJENJA
For a block to pass certification, seven of the eight samples shall meet the crush strength specification of the previous section.
Neposredno pred lepljenjem se površine aluminijeve pločevine temeljito očistijo z ustreznim topilom, na primer z 1-1-1-trikloretanom.
ADHESIVE BONDING PROCEDURE
To se naredi najmanj dvakrat oziroma tolikokrat, kolikor je potrebno, da so obloge maščobe ali umazanije odstranjene.
Immediately before bonding, aluminium sheet surfaces to be bonded shall be thoroughly cleaned using a suitable solvent, such as 1-1-1 Trichloroethane.
Nato se očiščene površine zbrusijo z brusnim papirjem z zrnatostjo 120.
This is to be carried out at least twice or as required to eliminate grease or dirt deposits.
Brusni papir iz kovinskega/silicijevega karbida se ne sme uporabiti.
The cleaned surfaces shall then be abraded using 120 grit abrasive paper.
Površine se temeljito zbrusijo in med tem postopkom se redno menjuje brusni papir, da ne pride do sprijemanja, kar bi lahko povzročilo učinek poliranja.
Metallic/Silicon Carbide abrasive paper is not to be used.
Po brušenju se površine ponovno temeljito očistijo, kot je opisano zgoraj.
The surfaces shall be thoroughly abraded and the abrasive paper changed regularly during the process to avoid clogging, which may lead to a polishing effect.
Površine se očistijo s topilom najmanj štirikrat.
Following abrading, the surfaces shall be thoroughly cleaned again, as above.
Odstraniti je treba ves prah in obloge, ki ostanejo po brušenju, saj škodljivo vplivajo na lepljenje.
In total, the surfaces shall be solvent cleaned at least four times.
Lepilo se z rebrastim gumenim valjem nanese samo na eno površino.
All dust and deposits left as a result of the abrading process shall be removed, as these will adversely affect bonding.
Če je treba satje prilepiti na aluminijevo pločevino, se lepilo nanese samo na aluminijevo pločevino.
The adhesive should be applied to one surface only, using a ribbed rubber roller.
Največ 0,5 kg/m2 lepila se enakomerno nanese na površino, tako da je debelina filma največ 0,5 mm.
In cases where honeycomb is to be bonded to aluminium sheet, the adhesive should be applied to the aluminium sheet only.
KONSTRUKCIJA
A maximum of 0,5 kg/m2 shall be applied evenly over the surface, giving a maximum film thickness of 0,5 mm.
Glavni blok iz satja mora biti nalepljen na hrbtno stran pločevine tako, da so osi celic pravokotne na pločevino.
CONSTRUCTION
Na sprednjo površino bloka iz satja mora biti pritrjena ovojna pločevina.
The main honeycomb block shall be bonded to the backing sheet with adhesive such that the cell axes are perpendicular to the sheet.
Površini zgornjega in spodnjega dela ovojne pločevine ne smeta biti pritrjeni na glavni blok iz satja, temveč morata biti nameščeni ob njem.
The cladding shall be bonded to the front surface of the honeycomb block.
Ovojna pločevina mora biti nalepljena na hrbtno stran pločevine montažnih prirobnic.
The top and bottom surfaces of the cladding sheet shall not be bonded to the main honeycomb block but should be positioned closely to it.
Odbijač mora biti zalepljen na sprednjo stran ovojne pločevine, tako da so osi celic pravokotne na pločevino.
The cladding sheet shall be adhesively bonded to the backing sheet at the mounting flanges.
Spodnji del odbijača mora biti v isti ravnini s spodnjim delom ovojne pločevine.
The bumper element shall be adhesively bonded to the front of the cladding sheet such that the cell axes are perpendicular to the sheet.
Ovojna pločevina odbijača mora biti nalepljena na sprednji del odbijača.
The bottom of the bumper element shall be flush with the bottom surface of the cladding sheet.
Nato je treba z dvema vodoravnima zarezama odbijač razdeliti na tri enake dele.
The bumper facing sheet shall be adhesively bonded to the front of the bumper element.
Zarezi morata biti vrezani skozi vso globino dela odbijača in morata zajemati celotno širino odbijača.
The bumper element shall then be divided into three equal sections by means of two horizontal slots.
Zarezi morata biti vrezani z žago; njuna širina mora biti enaka širini uporabljenega rezila in ne sme presegati 4,0 mm.
These slots shall be cut through the entire depth of the bumper section and extend the whole width of the bumper.
Izvrtine za vgradnjo pregrade se izvrtajo v montažne prirobnice (kot je prikazano na sliki 5 v tej prilogi).
The slots shall be cut using a saw; their width shall be the width of the blade used and shall not exceed 4,0 mm.
Premer izvrtin mora biti 9,5 mm.
Clearance holes for mounting the barrier are to be drilled in the mounting flanges (shown in Figure 5 of this annex).
Pet izvrtin se izvrta v zgornji prirobnici, 40 mm od zgornjega roba prirobnice, pet pa v spodnji prirobnici, 40 mm od spodnjega roba te prirobnice.
The holes shall be of 9,5 mm diameter.
Izvrtine morajo biti 100 mm, 300 mm, 500 mm, 700 mm in 900 mm oddaljene od vsakega roba pregrade.
Five holes shall be drilled in the top flange at a distance of 40 mm from the top edge of the flange and five in the bottom flange, 40 mm from the bottom edge of that flange.
Vse izvrtine morajo biti izvrtane z odstopanjem ± 1 mm od nazivnih oddaljenosti.
The holes shall be at 100 mm, 300 mm, 500 mm, 700 mm, 900 mm from either edge of the barrier.
Ta mesta izvrtin so zgolj priporočena mesta.
All holes shall be drilled to ± 1 mm of the nominal distances.
Uporabijo se lahko druga mesta, ki zagotavljajo najmanj trdnost vgradnje in varnost, predpisani z zgoraj navedenimi specifikacijami za vgradnjo.
These holes locations are a recommendation only.
VGRADNJA
Alternative positions may be used which offer at least the mounting strength and security provided by the above mounting specifications.
Deformabilna pregrada mora biti trdno pritrjena na robu elementa z maso najmanj 7 × 104 kg oziroma konstrukcijo, ki je pritrjena nanj.
MOUNTING
Sprednja stena pregrade mora biti pritrjena tako, da vozilo v nobeni fazi trčenja ne pride v stik z nobenim delom konstrukcije, ki je več kot 75 mm oddaljen od zgornje površine pregrade (zgornja prirobnica je izključena).
The deformable barrier shall be rigidly fixed to the edge of a mass of not less than 7 × 104 kg or to some structure attached thereto.
Sprednja stena površine, na katero je pritrjena deformabilna pregrada, mora biti ravna in neprekinjena po celi višini in širini sprednje strani ter navpična ± 1° in pravokotna ± 1° na os zaletne steze.
The attachment of the barrier face shall be such that the vehicle shall not contact any part of the structure more than 75 mm from the top surface of the barrier (excluding the upper flange) during any stage of the impact.
Zunanja stena dodatne konstrukcije, na katero je pritrjena deformabilna pregrada, se med preskusom ne sme premakniti za več kot 10 mm.
The front face of the surface to which the deformable barrier is attached shall be flat and continuous over the height and width of the face and shall be vertical ± 1° and perpendicular ± 1° to the axis of the run-up track.
Zaradi preprečevanja premika betonskega bloka je treba po potrebi uporabiti dodatna pritrdišča ali blokirne naprave.
The attachment surface shall not be displaced by more than 10 mm during the test.
Rob deformabilne pregrade mora sovpadati z robom betonskega bloka, ki ustreza strani vozila, na kateri bo opravljen preskus.
If necessary, additional anchorage or arresting devices shall be used to prevent displacement of the concrete block.
Deformabilno pregrado je treba pritrditi na betonski blok z desetimi vijaki, in sicer s petimi na zgornji prirobnici in petimi na spodnji prirobnici.
The edge of the deformable barrier shall be aligned with the edge of the concrete block appropriate for the side of the vehicle to be tested.
Premer teh vijakov mora biti najmanj 8 mm.
The deformable barrier shall be fixed to the concrete block by means of ten bolts, five in the top mounting flange and five in the bottom.
Za zgornje in spodnje montažne prirobnice je treba uporabiti jeklene pritrdilne trakove (glej sliki 1 in 5 v tej prilogi).
These bolts shall be of at least 8 mm diameter.
Ti trakovi morajo biti visoki 60 mm in široki 1000 mm ter debeli najmanj 3 mm.
Steel clamping strips shall be used for both the top and bottom mounting flanges (see Figures 1 and 5 of this annex).
Robovi pritrdilnih trakov morajo biti zaobljeni, da se prepreči raztrganje pregrade ob dotiku traku med trčenjem.
These strips shall be 60 mm high and 1000 mm wide and have a thickness of at least 3 mm.
Rob traku je lahko največ 5 mm nad spodnjim robom zgornje montažne prirobnice ali 5 mm pod zgornjim robom spodnje montažne prirobnice.
The edges of the clamping strips should be rounded-off to prevent tearing of the barrier against the strip during impact.
V obeh trakovih je treba izvrtati pet izvrtin s premerom 9,5 mm, ki se ujemajo z izvrtinami v montažni prirobnici na pregradi (glej odstavek 4).
The edge of the strip should be located no more than 5 mm above the base of the upper barrier-mounting flange, or 5 mm below the top of the lower barrier-mounting flange.
Pritrdilni trak in izvrtine v montažni prirobnici se lahko razširijo z 9,5 mm na največ 25 mm, da se upoštevajo razlike pri namestitvi hrbtne plošče in/ali razporeditvi izvrtin v steni merilne naprave za obremenitev.
Five clearance holes of 9,5 mm diameter must be drilled in both strips to correspond with those in the mounting flange on the barrier (see paragraph 4 above).
Pri preskusu trčenja noben od pritrdilnih elementov ne sme odpovedati.
The mounting strip and barrier flange holes may be widened from 9,5 mm up to a maximum of 25 mm in order to accommodate differences in back-plate arrangements and/or load cell wall hole configurations.
Pri vgradnji deformabilne pregrade na steno merilne naprave za obremenitev (LCW) je treba upoštevati, da so zgoraj navedene merske zahteve za vgradnjo mišljene kot minimalne.
None of the fixtures shall fail in the impact test.
Kadar je prisotna merilna naprava za obremenitev (LCW), se lahko pritrdilni trakovi povečajo, da se upoštevajo višje izvrtine za vgradnjo za vijake.
In the case where the deformable barrier is mounted on a load cell wall (LCW) it should be noted that the above dimensional requirements for mountings are intended as a minimum.
Če je potrebno trakove povečati, je treba ustrezno uporabiti debelejše jeklo, tako da se pregrada med trčenjem ne odtrga od stene, upogne ali strga.
Where a LCW is present, the mounting strips may be extended to accommodate higher mounting holes for the bolts.
Če se za vgradnjo pregrade uporabi druga metoda, mora biti vsaj tako varna, kot je določeno v zgoraj navedenih odstavkih.
If the strips are required to be extended, then thicker gauge steel should be used accordingly, such that the barrier does not pull away from the wall, bend or tear during the impact.
Deformabilna pregrada za preskus čelnega trčenja
If an alternative method of mounting the barrier is used, it should be at least as secure as that specified in the above paragraphs.
Širina pregrade: 1000 mm.
Deformable barrier for frontal impact testing
Vse mere so v mm.
Barrier width: 1000 mm
montažna prirobnica
All dimensions in mm.
zareze v odbijaču
slots in bumper
ovojna pločevina odbijača
bumper facing sheet
jekleni trak
steel strip
tla
mounting flange
hrbtna stran pločevine
Ground
ovojna pločevina
backing sheet
Mesta za odvzem vzorcev za certificiranje
cladding sheet
Če je a ≥ 900 mm: x = 1/3 (b – 600 mm) in y = 1/3 (a – 600 mm) (za a ≤ b).
Locations of samples for certification
kvadrat 300 mm × 300 mm
If a ≥ 900 mm: x = 1/3 (b-600 mm) and y = 1/3 (a – 600 mm) (for a ≤ b)
Če je a < 900 mm: x = 1/5 (b – 1200 mm) in y = 1/2 (a – 300 mm) (za a ≤ b).
300 mm × 300 mm square
Osi satja in izmerjene razdalje
If a < 900 mm: x = 1/5 (b-1200 mm) and y = 1/2 (a – 300 mm) (for a ≤ b)
Slika 4
Honeycomb axes and measured dimensions
Sila stisnjenja in deformacija Se ne upošteva
Figure 4
Se ne upošteva
Crush force and displacement
Interval 3
Ignore
Interval 2
Section 3
Deformacija
Section 2
Slika 5
Displacement
V skladu s postopkom certificiranja, opisanem v odstavku 2 te priloge.
Figure 5
Šteje se, da tej zahtevi ustreza masa z merami od 125 mm do 925 mm višine in najmanj 1000 mm globine.
Positions of holes for barrier mounting
PRILOGA 10
Hole diameters 9,5 mm.
POSTOPEK CERTIFICIRANJA GOLENI IN STOPALA PRESKUSNE LUTKE
In accordance with the certification procedure described in paragraph 2 of this annex.
PRESKUS ZGORNJEGA DELA (BLAZINICE) STOPALA Z UDARCEM
A mass, the end of which is between 125 mm and 925 mm high and1000 mm deep, is considered to satisfy this requirement.
Cilj tega preskusa je merjenje reakcije stopala in gležnja Hybrida III na točno določene udarce toge udarne glave nihala.
ANNEX 10
Uporabita se popoln sklop leve (86-5001-001) in desne (86-5001-002) goleni Hybrida III, opremljena z levim (78051-614) in desnim (78051-615) sklopom stopala in gležnja, vključno s sklopom kolena.
CERTIFICATION PROCEDURE FOR THE DUMMY LOWER LEG AND FOOT
Za pritrditev sklopa kolena (79051 – 16 Rev B) v vpenjalno napravo se uporabi simulator merilne naprave za obremenitev (78051-319 Rev A).
UPPER FOOT IMPACT TEST
Sklop vsake noge se 4 ure pred preskusom kondicionira pri temperaturi 22 °C ± 3 °C in relativni vlažnosti 40 ± 30 %.
The objective of this test is to measure the response of the Hybrid III foot and ankle to well-defined, hard faced pendulum impacts.
Čas kondicioniranja ne sme vključevati časa, potrebnega za doseganje pogojev stabilnega stanja.
The complete Hybrid III lower leg assembly, left (86-5001-001) and right (86-5001-002), equipped with the foot and ankle assembly, left (78051-614) and right (78051-615), shall be used, including the knee assembly.
Pred preskusom se površina kože in tudi sprednja stran udarne glave očistita z izopropil-alkoholom ali drugim ustreznim sredstvom.
The load cell simulator (78051-319 Rev A) shall be used to secure the knee assembly (79051-16 Rev B) to the test fixture.
Posujeta se s smukcem.
Each leg assembly shall be maintained (soaked) for four hours prior to the test at a temperature of 22 °C ± 3 °C and a relative humidity of 40 ± 30 per cent.
Merilnik pospeška udarne glave se usmeri tako, da je njegova os zaznavanja vzporedna s smerjo udarca v točki stika s stopalom.
The soak period shall not include the time required to reach steady state conditions.
Sklop noge se vgradi v vpenjalno napravo, kot kaže slika 1 v tej prilogi.
Clean the impact surface of the skin and also the impactor face with isopropyl alcohol or equivalent prior to the test.
Vpenjalna naprava se pričvrsti tako, da se med preskusom trčenja ne more premakniti.
Dust with talc.
Središčnica simulatorja merilne naprave za obremenitev stegnenice (78051-319) mora biti navpična z odstopanjem ± 0,5°.
Align the impactor accelerometer with its sensitive axis parallel to the direction of impact at contact with the foot.
Preskusna naprava se nastavi tako, da je črta, ki povezuje kolenski sklep s čepom za pritrditev gležnja, vodoravna z odstopanjem ± 3°, pri čemer se peta naslanja na pločevini iz materiala z nizkim trenjem (PTFE).
Mount the leg assembly to the fixture shown in Figure 1 of this annex.
Obloga (imitacije tkiva) golenice se namesti na delu golenice, ki je bližji kolenu.
The test fixture shall be rigidly secured to prevent movement during impact.
Gleženj se namesti tako, da je ravnina spodnje strani stopala navpična in pravokotna na smer udarca z odstopanjem ± 3°, in tako, da je srednja sagitalna ravnina stopala poravnana s krakom nihala.
The centre line of the femur load cell simulator (78051-319) shall be vertical with a tolerance of ± 0,5°.
Pred vsakim preskusom se kolenski sklep naravna na območje 1,5 ± 0,5 g.
Adjust the mount such that the line joining the knee clevis joint and the ankle attachment bolt is horizontal with a tolerance of ± 3°, with the heel resting on two sheets of a flat low friction (PTFE sheet) surface.
Gleženj se naravna tako, da je prost, in nato privije ravno toliko, da ostane stopalo stabilno na pločevini PTFE.
Ensure that the tibia flesh is located fully towards the knee end of the tibia.
Toga udarna glava mora biti sestavljena iz vodoravnega valja s premerom 50 ± 2 mm in vodilnega kraka nihala s premerom 19 ± 1 mm (slika 4 v tej prilogi).
Adjust the ankle such that the plane of the underside of the foot is vertical and perpendicular to the direction of impact with a tolerance of ± 3° and such that the mid sagittal plane of the foot is aligned with the pendulum arm.
Valj mora imeti skupaj z merilnimi instrumenti in vsemi deli vodilnega kraka, ki se nahaja v valju, maso 1,25 ± 0,02 kg.