ATF 80-4MaBe / Dimensions / Dimensions / Dimensiones (mm)Gewichte / Weights / Poids / PesosGeschwindigkeiten / Speeds /Vitesses /Velocidades

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ATF 80-4Gewichte / Geschwindigkeiten

Weights /Working speedsPoids / Vitesses

Pesos / Velocidades de trabajo

I.,

IAchsel Axle 1 2 3 Gesamtgewicht 1Total weight~ 4

III~ • ell Essieu 1 Eje . Poids total 1 Peso total

(t) . :.' "12 12 12 12 48- . '

'Incl. 6,0 I Gegengewichl, Bereilung 16.00 R 25,9 m /16 m Gillerspitze, 40 IHakenflasche, 6 IHakengeschirr, Anlrieb 8 x 8.'Incl. 6.0 I counlerweighl, lyres 16.00 R 25,9 m /16 m lolding swingaway, 40 Ihook block, 6 I swivel hook, drive 8 x 8., Incl. de 6,0 t contrepoids, pneus 16.00 R 25, 9 m /16 m exlension Irei/lis, 40 t moufle, 6 Ielingues, enlrainement 8 x 8.'Incl. conlrapeso de 6,0 I,neumalicos 16.00 R 25,9 m /16 m plumin arliculado, ganeho de 40 t, 6 t ganeho de bola, Iraeeion 8 x 8.

Traglast 1 Lifting capacity 1 Forcede levage 1 Capacidad de elevacion

6.3t

63 t

Rollen 1 SheavesPulies 1Poleas

Strange 1 Parts of lineBrins 1 Ramales de cable

11

11

77

31

Gewicht 1WeightPaid 1 Peso

'600 k~

600 kg4oo'kg \400 kg

20Q,~~150 kg

BilJ 2 3 4 5 6 7 8 9 10 11 12 R1 R2

!14.0011km/hl 5 6 8 11 13 17 23 29 37 48 61 78 5 7 66%

l~o~llkm/h I 5 7 9 12 15 19 25 32 41 52 67 80 6 8 59%

L· ." "'.

~'I Stufenlos Seil Max. Seilzug

V +.i .If)' Infinitely variable Rope Max. single line pull.-.~. Progressivement variable Cable Effort maxi au brin simple•• Infinitamente variable Cable Trio maximo par ramal~ ' .

-1"":~:IIIII-0- 112 m/min fur einfachen Strang 18 mm 1230 m 68 kN

single lineau brin simpleramal simple

-11111:#:11111-

0- 112 m/min fur einfachen Strang 18 mm 1230 m 68 kNsingle lineau brin simpleramal simple

8] 0-2 min-'

} .'

b'iPrl _20- +800 ca. 35 s

approx. 35 senv. 35 s

. ~ aproximadamente 35 s

6??1 10.8 m - 48.5 m ca. 280 sapprox. 280 senv. 280 s

~ -J aproximadamente 280 s

IOIN/lsol

48.5 m + 16.0 m (j

ATTragfahigkeitenLifting capacitiesCapacites de levageCapacidades de elevacion

/" 80.0''73.0

·,,66.8'59.1

:))'52.647.0

.jF38~632.6

'>!ii:?8:P21.020.0J~n18.117.216.2

"15:B13.211.09.78..47.16::15.65.'14.7

16.0,,],504,14.8>14:21'3.'61'3:01{S

ictC:€)9.58:$,7.7$:7,,; ..,5.8

.c··5..t4.5

',·4.0..•., '3.5

12.812.812.8J2.512.111':81i.1

>10.-49.18.17.2

'6.55.7

'4.94.3

<"38 .3:32.92.6

~

~II~I [IJ811

."!~j;1(JP/O/O 100/10'0/010 '; 10070/0 ~100/1 00/0100/0/0 100/100/100/0100/100/50 100/100/100

·5Q(1~O/5.Q5(YHXY1W100100/100f100. 1OOjl 0011 000/100/100 50/0/50/100 50/100/100 50/100/100':;;8/50/100 0/0/50/100. 0/50h 00 ': 50/0/1 00

';m 5° 20° 40° 5°

10.0' 6.0011~0 5.85 5.5012.0 5.70 . 3.85 f).5014.5 5.35 3.60 2.45 5.3016.0 5.05 3.40' 2:35·· 5.1018.0 4.75 3.20 2.30 4.9020.0 4.40 .3.05 .;\'.2.2.0 -4.652io 4.10 2.90 2.15 4.3524.0 3.80 2.75 '>2:~0', . )LOO26.0 3.55 2.65 2.05 3.7528.0 3.30 2.50 "'S)",;2IQO 3.5030~b 3.15 2.45 1.95 3.3532:0 2.95 2.35' 1.95 3.1034.0 2.80 2.25 1.90 2.6536.0 2.50 2.2Q li85 '2.2Q38.0 2.15 2.10 1.85 1.8540.0 1.80 1.90 1:85 1.5042.0 1.50 1.60 1.65 1.2044,0 1.25 1.30 1.30 0.9.546.0 1.00 1.05 1.05 0.7048.0 0.75 0.80 0.7550.6 0.55 0.5552.0

".3.70 3.103:50 2:953.30 2.75 1.703.-15 ;2.6.0 1.60,3.06 2.40 1.55 1.002;85 2.20 1.45 . 1.002.75 2.05 1.40 0.952:6Q 1.90 1.30 0.952.55 1.80 1.25 0.902.45 1.G5 1.20 0.902.35 1.60 1.15 0.852.25 .1.5,0 1.10 0.852.00 1.40 1.05 0.851.65 1.35 1.00 0.801.30 1.25 1.00 0.801.05 1:20 0.95 0.800.80 1.15 0.90 0.750.55 0.95 0.85 0.75

0.75 0.80 0.750.55 0.60 0.70

80-

8.68:6.8.68;68:3t:rp7.61.26.85.85.04,23.63:12.72.-31.91.61.31.10.8100100100100100

10.0.'''' ..10.0 ,',10:0.9.89:69.J

.8.7".F8.28:C),'7.2g.1..5.34.63.9

"-3.143:b2;62.2'1.9 '1.6

100/50100/100100/100100/1005b!100

I 100/50 . 100 100

~

II 100/100 100 100III 100/100 100 100IV 100/100 100 100V 50/100 100 100

80-4Hubh6hen

Lifting heightsHauteurs de levage

Alturas de elevaci6n

64

62~6058'56

,g,'

54525048

46

44./ 42

/40

383634

//

1//

20H!1614-

12

108

64

2

o6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 m

'->0

IDII'\!IIS01

" ~'"P"'68i\\l~6 "

3230282624

1'2~

o F 80-4TragfahigkeitenLifting capacitiesCapacites de levageCapacidades de elevaci6n

10.8 m 14.6 m 18.3 m 22.1 m 25.9m 29.7m 33.5 m 37.3 m 41.0 m 44.8m 48.5 m

58.0 47.0,58.0 45~050.7 42.944:8 40.9'

5.0 39.9 38.9 27.06,0 ;32,6 32.0" .. 25,4 21.07.0 27.5 26.7 23.9 20.0 16.0 12.8

'8,:0, 24.8 '22;3': 22.q t9.1 15,4 12.8 1b.o9.0 21,4 17.9 18.5 18.1 14.8 12.8 10.0 8.6

~10,b' ,,;'18,0 1.4.(3 15.9 15,S 14.2 12.5 1M 8.611.0 15,4 13.4 14.7 15.0 13.5 12.1 9.8 8.6 \

',~12:0,': : '1:3:4',' "12'4, 13:4 1;3:0'-:,; 12;4 11.8 ,9.6' 8.6}

h::;. :.'t;-':

14.0 10,4 10.8 10.7 10.7 10.8 9.7 9.1 8.3'16.0' '?8.:5 '8:8 :.c~'.(: ,8,9 . );?:~.... :1\.6. 8,4 8:0 7.718.0 7.2 7.3 7.3 7.0 6.9 6,4 6.120:0· 6..0,' 6.1 6:0. .,5.8 5.6 .5.2 4.822.0 5.1 5.0 4.8 4.6 4.2 3.924.0 4.3 4.2 4.0 3.8 ~.4 3.126.0 3.6 3.6 3.4 3.2 2.8 2.528.0 3.1 2.8 2.7 .2.3 2.030.0 2.6 2.4 2.2 1.8 1.532.0 2.0 1.8 !-4 1.134.0 1.7 1.5 1.1 0.836.0 1.2 0.8 0.538.0 0.9 0.6

I '0 0/0 )! 50/0/10Q/0 100/0/0· ~.100/0/0 .. 100/0/0 190/100/Q/0 JOO/O/O 100/10010 100[50 100

~

II 0 50/0 50/0/0/0 50/0/0 100/0/0 100/0/0 100/100/100/0100/100/50 100/100/100 100/100 100III 0 c· .,0(0. 0/0/0/0 0/0/0· c 0/100/0 50/100/50 WI00'100'100 100/100/100100/100/100 100/100 100IV 0 0/0 0/50/0/0 0/100/50 0/50/100 0/100/100 50/0/50/100 50/100/100 50/100/100 100/100 100V 0 ;0/50, 0/50/0/106 0/50/100 0/50/100 0/50/100 0/0150/100 0/50/100 50/0/100 50/100 100

~11~1[E8. IOINIISOI

44.8 m + 9.0 m 48.5 m + 9.0 m 48.5 m + 16.0 m

5° 20° 40° 5° 20° 40° 5° 20° 40°

10.0 6.0011.0 5.85 5.5012.0 5.70 . 3.85 'B.SO14.0 5.35 3.60 2.45 5.30 3.70 3.1016:0 5.05 3.40 2.35 pjO' 3.50 2,40 2.9518.0 4.75 3.20 2.30 4.90 3.30 2.35 2.75 1.7020.0 4.40 3.05 2.2b ,<'L6S' 3.15 2.~5 2.60 1.6022.0 4.10 2.90 2.15 4.00 3.00 2.20 2.40 1.55 1.0024.0 3.55 2.75 2.10 '3.20 2.85 2.15 2.20 1.45 1.0026.0 2.90 2.65 2.05 2.55 2.75 2.10 2.05 1.40 0.9528.0 2.30 2.50 2.00 2.00 2.20 2.05 1.90 1.30 0.9530.0 1.85 2.05 1.95 1.55 1.75 1.95 1.80 1.25 0.9032.0 1.45 1.60 1.75 1.15 1.35 1.50 1.65 1.20 0.9034.0 1.10 1.25 1.35 0.80 0.95 1.10 1.30 1.15 0.8536.0 0.75 0.90 1.00 0.50 0.65 0.75 0.95 1.10 0.8538.0 0.50 0.60 0.70 0.70 0.95 0.8540.0 0.65 0.8042.0 0.6044.046.0

I 100/50.. 100 100

~

II 100/100 100 100III 100/100 100 100IV 100/100 100 100v 50/100 100 100

., .Hubh6hen

HLntlllg height

auteurs d I . sAlturas d e evagee elevacion

l~iN/!SO---'

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