LifhcJ

capacities cat telescopic horn. Forcesde Eevcge & la fklme *eUeseapiqase.

@w-J

mEii!!cl..ft.l..ft E!!!ilmoo EI.33001,= c1 85%

I

46 ft

, 62ft

~ 72ft

77 ft

108 ft

93 ft

I [ 124 ft

I

139 ft

t, 9 10

330 282 256 234 216 202 188

11 12 13 14 15 16 17 18 20 22 24 26 28 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130

176 166 157 140 127 116 106 98 90.5 84.5

I

II

242 230 218 207 197 187

180 182 181 179 171

; ~ I 143 145 I , 147

I

i:

s:

,3

89.5 89.5 87.5 83 79.5 76 73 70 67.5

93.5 94 93.5 91 87.5 83.5 79.5 75.5 71.5

134 124 114 104 96 88.5 82 76.5 72

63.5 54.9 44.5

63 538

~

~-;

;;”;

~~:~

:“3

~

:::

%“2 41.8 37.4

X.7 35.4 31 27.4 24.1

~ I

I 126 ~ 119 112 I 103 / 95.5 i 88 ! 82 I 76.5 71.5

92.5

139 i I 126 ; 114 104 96.5 , 89 I , 82.5 I I 77.5 i 72.5 I ~68i67 ; ! ! I I

I

29.6

I I

71 71.5 71.5 72 71 69.5 68 66 64

I 63”5 61.5 , 59.5 I 56.8 / 54.4 ; 52.1 50.1 48.2 46.4

I

i!

1

i

;;

;

~g

~ :-;

i 59.6 59.4 58.9 ~ 58.3 ~ 57.5 \ 56.3 54.8 1 53.2 ~ :5.;

2:; 36.8 32.4 28.7 25.4 22.5 ‘ 20

1 ~ ! : ! ! /

:::; 30.9 28.7 26.8 25.1 23.7 22.4

! z:: 36.8 ; 32.5 : 28.9 : 25.8 23 ; 20.7

x:; 32.8 30.4 28.4 26 23.3 21

;;-3 24.8 22.8 20.9 19.2

~ ~H

~ ZA”3

~ ~~~ [ ;:::

~~ 15.2 13.5 12 10.7

‘ ~~:~ 13 11.9 , 11.1 10.3

;“;

45.4 45.3 45.2 44.8 44.3 ; :::: 40.3

t I

I 11.5 1

38.3 37.7 37.1 354 35.6 34.8 33.9 31.7

;;:;

24 26 28 30 32 34 36 38 40 45

~

I ! I ~ ‘

::

\ I

60 65 70 75

! 1 ~

% g 100 105 110 115 120 125 130

! /;

~

:

‘“6

$%::1

o

I

o

lo

o

I

46

77

o

1:

92’0

92

‘

92

0!46

23

~

46

O~46;

23146

‘019292 92169’92

!

69

‘

92

I

100

II

100

III

TAB 93120

11over rear I en arri&e

Remarks referring to load charts. The tabulatedlifting capacities do not 85 % of the tippingload. steelwork is in 2.The crane’s structural

92

::: 7.6 100

I I

1.

11 12

86 86.5

; 129 [.129

l%l~gi%

I

1:

~:

Remarques relatives aux tableaux des charges. exceed

accor. dance with DIN 15018, part 3. Design and construction of the crane comply with DIN 15018, part 2, and with F. E. M. regulations. 3. Tbe S5 % overturning Iindt values take into account wind force S = wind speed 20 mph. 4. Lifting capacities are given in kips. S. The weight of the hook blocks and books must be deducted fmm the lifting capacities. 6. Working radii are measured from the slewing Centreline. 7. The lifting capacities given for the telescopic jibis taken off. boom only apply if the folding 8.Lifting capacities are nubjeot to modifications. 9. Lifting capacities abixe 268 kips only with special equipment.

..

.

1. Les forces de levage indiqu6es ne d@aasent pas 85 % de la charge de basculement. 2. La norme DIN 15018, 3&me par tie eat appUquae pow les charpentes. La construction de la grue est r&lis6e conform~ment a la norme DIN 15018. 24me uartie. et aux r~zles de la F. E.M. “ 3. A 85 % de la charge de basculement. U a -6t6 tanu compte d’un vent de force 5 = vitesse de vent 20 mph. 4. Las forces de Ievage sent donn~es en kips. 5. Le poids des moufles et crochets doit &re soustrait des charges bxliquees. 6. Lea pm-ties sent calcuMes a partir de Mtxe de rotation. 7.Les forces indiqu~es paur la fkche tdescopique s’entendent fI&bette d6pliable d+os.&e. 8. Les forces de levage sent modifiable saris prt+atia. 9. Forces de Ievage plus de 268 kips .seulement avec equipment supp16mentaire.

. .

/ 93122

I -

46 ft

i

13 14 15 16 17 18 20 22 24 26 28 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110

62 ft

77 ft

72 Pt

108 ft

93 ft

124 ft

139 ft

~ %:

E

222 205 191

I / I

[ ! ~ ,

215 202 190 178 167 157 149 133 120 110 100 92.5 85.5 79.5

I ! \ I i ~ ~ ,

180 182 180 175 165 156 147 131 119 108 98.5 91 83.5 78 72.5 67.5 63 58.3 48.6 40.2

i I

143 I 145 129 147 129 145 129 140 128 130 125 118 116 107 107 98 97.5 90 90 83 82.5 77 76 71 70 65.5 64.5 60 58.6 55.2 53.5 45.4 44 38.1 36.8 31.9 30.9 26 21.5

86 86.5 87 88 89.5 89.5 87.5 I 83 79.5 76 73 70 t 67.5 65 62 53.5 46.2 39.8 34.3 29.8

I

92.5 93 93.5 94 93.5 91 87.5 82.5 75.5 69.5 64 58.4 53.6 44.5 37.5 31.8 I 27.1 23.4 20.1 17.2

I o

II

46

77

0

0

o

0

92

92~O;92

0 ,0

14 15 16 17

; ;

20 22

~

Ilsi 71 71.5 71.5 72 71 69.5 68 65 61 57.1 53.3 44.6 37.9 32.4 27.8 24.1 21.1 18.4 15.9 ,3.7 11.8 10

63.5 61.5 59.5 56.8 54.4 52.1 50.1 48.2 46.4 44.6 43 39.5 36.4 33.5 30.9 28.7 26.5 24.1 21.5 I :;: 15.5

~

125 130

10 11 ~~_

1

I I ~ : i ~

!

148 ft

I

“

115 120

*I-=-/em

85D!0

\

I

;;

c?

G!L.lbs

EEiIJ4.ft-148ft (ml EL.

‘o

59.6 59.4 58.9 58.3 57.5 56.3 54.8 53.2 51.2 43.9 37.6

f

I

45.4 45.3 45.2 44.8 44.3

37.6 i 37.5 37 / 36.4 35.6

2:: 40.3 36.5

I ::; i 31.7 I 29.3

~:;1~”3i;181 I %:: 18.7 16.4 ;:: 10.7 9.2 8 6.9

I 1

I 1

;i 30 32 34 36

\ ‘ , ;

2: 45 50

i

8!

.,

1:::%::’:! 19.1 , 18.7 16.8 ( 16.5 H 11.4 { 9.9 8.6 7.5

i M ; 11.2 9.7 ; 8.4 7.4

~ / I ~

:: 95 100 105 110

6.6 i

6.4 ~

115

5.6

;:;

g

92

92

4t3

I

23

46

92

69

92

46

I

23

46

92

69

92

=i&m

,

j

~

100

I I

100 100

~II ;III//1

TAB03121/931z3

.-

Les brces

. .

.. .

—

de !evcage swa#fdounmees

. -—

en

I

—...

kEps (%.000

lb).

!

i I

~

1. %

Lifting

heights.

~46 ft.

~3Q

213

197

180

164

1-$8

132

I 115 I

99

t 82 I

65

50

33

~

I

1

!

17

s-=~~~

~ii’

o I

\

1’

‘rIIIIr 17

33

50

65

82

99

115

132

148

164

180

0 197 ft.

EE

lifting capacities afi the #olding iib. Forces de Ievage u la flechette pliante.

‘

Ei!!illo.f-ft B&.98ft ml (EL. 1

124 ft Sgft

; I ;

30.1 30.2

1,

y.:

I

,

30.4

50 55

; i

29.2 27.5

60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190

.

i

34 36 38 40 45

139 ft

148ft

I

108 f,

j

139ft

39ft

39 ft

i .,

Sgft

I

Sgft

‘

;2 18.6

I

Q.3300

14s ft

139 ft

I

14s ft

59 ft

79 ft

;

79 ft

24.9 :.:

~

24:5

[

:::;

ix

23.9 22.8

:

20,5 19.4

16.7 15.9

21.3 20 18.8 17.8 16.7 15.8 15 14.2 13.5 12.9 12.3 11.1 10 9 8.2 7.4 6.7 6 5.4 4.8 4.2

1 ~ i I

18 16.7 15.6 14.7 13.8

15.2 14.5 13.9

34 36 38 40

16.2

! I i ! / I

~ : I

1 I I ~ I j i ~ !

25.7 24.2 22.8 21.5 20.4 19.3 18.4 17.2 15.8 14.2 12.7 11.3 10.1 9.1 8.3 ;: 6.1 5.4

r

\ ‘

10.3

14.9 1-4.4 13.9 13.5

14.1 13.7 13.2 12.4

1:7

7.7 7.2

: 7.8 7.5 ;3

;.5

;.7

gi;:l;~

I

5.7 5.1

6.8 6.6

6.8 6.2

5.4 5.1

6.2 5.9

i

;: 3.4 2.8

6“4

:; 4.6 4.1 3.5 3

:: 4.3 3.8 3.3 2.8

I i I 1:

1::’

I

I

.. —- . . . .

::.6 12.2 11.7 11.2 10.6 10.1 ; 8.7 8.4

I

9:5 9.2

;:.2 11.4 10.6 9.9

I j !

14.3

S; 11.5 10.9 10.3 9.s 9.3

I

!

15.8 15.3

% ‘u 9.3 8.9 S.4

I

:: 6.7 6.3

I

t s 7.s 7.6

; 6.9 6.8

45

~ I

;:

;

9;2

65

i

!::

E“

!

% 95

~

% 7.5 7.2 6.9 6.6 ::;

I

1

~

100

I ;

105 no___ ;;:

5.6 52

I

~~

!

::

,

;;:

I

3.5 3.4 3.2

I

Ul;: 4.9 4.4 4 3.5 3.1 2.7

{3 I I

2.8 2.4

;

170 175 180 185 190 TAB WoS6

mEii!!iJ108ft.148ft @%t-98ft

124 ft

40 45 50 R 65 70 75 80 85

~ I

l:~ylo 105 ! 110 115 120 125 130 135 140 145 150 155 160 165 170 175 1s0 185 190 195

39 ft

39 ft

20.2 19.2 18.4

15.6 14.9 14.2 13.6 13 12.5 12 11.6

;1”7 16.4 15.8 15.3 14.8 14.3

12.7 12.5 11.9 10.9 9.7 8.8 8’ 7.2

;;; 10.5 10.2 1 ; ~

, ~ 1

I

, i I ~ i

i

.

m

39 ft

11.3 l%: 10

U

: 1

108 ft 59 ft 12.7 12 11.4 10.8 10.3 9.9 9.4

i .;;

!: 8.2 7.9 7.7 7.5 7.3 7.1 6.9 6.8 6.7 6.5 6.4 6.3 5.3

9.7 9.5 9.3 9.2 9 8.8 8.2 7.4 6.7 6 5.3 4.6

(

._ .-.

148 ft

~~ I

Ii Ii

9

—..

I

139 ft

@

..——.-—. -—

. 7.1 6.8 6.6 6.3 6.1 5.8 5.6 5.5 5.3 5.2 5.1 4.9 4.5 3.9 3.2

~3f3C10

139ft 59 ft

\ ,

~6330CIW 148ft 59 ft

! \

139 ft 79 ft

~ I

@ 148 ft 79 ft

6.6 6.4

‘

40 45 50 55 60 65

;;

,

g

I 10.5 10.1 9.7 ~~

i j

~!;;l;.8 8.3 8.1 7.9 7.7 7.5 7.4 7.2 7.1 6.9 15 6.8 6.7 6.6 6.4 6.2 5.7 5.1 4.6 4 3.4

-...—— .—— — --—-

S-5

~

8.2 7.9

i

~:~

~

6.6 6.5 6.3 6.1 5.9 5.8 5.6 5.4 5.2 4.8 4.6 4.5 4.3 4.2 4.1 3.9 3.7 3.3

7.6 7.4 ~~

/

6.7 6.6 6.4 6.2 5.9 5.8 5.7

:; 5.3

2

4.7 4.5 4.4

110 115 120

II;:}::

: 5.3 5.2 5.1 5 4.9 4.8

1;!;;; 4: 3.8 3.7 3.6 3.4

I

;

140 145 150 155 160 165

HiV%. 4.2 3.7 3.3 2.7

2.8 2.7 2.6 2.5

180 185 190 I 195 TAB 93087

k!w!?_J

Dimensions. Encombrement.

e

/’libJ--!!u

ml

Ill

I

~181’’/1~10730”7/’”7

(.

1-

~—..--lmw

(

!

$3 @

16.00

* lowered

I abaisn6

R 25

,8,;:5

Dimensions

‘l 12”9’

AI z“

12”3’h”

8,~3/a

,7 ...

.

..

.,,

.

.

. . . ..

. .

. . . . . !..:>.

‘-;. “.$.,:, .. “’

-.

Crane engine:

Crane drive: Crane control: Main winch:

.

.

.

.

,.,

: -;-

,,.

..

,.. .,,-- .,..

. ,.’. .., ., ,. ...-..,.. .....’,’ . .. ..,.:,.+ -... :’.!-! .. --,...-w-.“ ,.“.;. ,. ...,. -’. .,.‘“,,, .’f. . .,.

Crane superstruchre. Frame:

..

.,!

.,

Liebherr-made, torsion-resistant, welded construction made of high-tensile structural steel. Connection to truck chassis by triple roller slewing ring, designed for 360° con-.. . .. ---: ‘ tinuous rotation. .—. . : A-.” ---- n-”.--=, Diesel, 6 cylinder, watercooled, make Daimler-Benz, type OM 366A, output 121 kW 0 DIN (165 HP) at 2300 rpm, max. torque 415 lbs-ft at 1500 rpm. . .: .-:,. “.”~ : . Fuel tank capacity: 74 gallons. ::-. -, . ,., Diesel-hydraulic, with 1 dupIex axial-pistori p=p with automatic output control 1 duplex gear-type pump, open hydraulic circuits. By self-centering control lever, movable in 4 directions (cross-con-trol arrangement). Axial piston motor, full hydraulic power up and down. Hoist drum with integrated planetary gear and spring loaded brake. ,,

Luffing

gear:

Tkvin double-acting

Slewing

gear:

Planetary gear with flange connected hydraulic motor and spring loaded brake.

Crane cab: Safety devices: Telescopic boom:

Electrical

system:

hydraulic cylinder with integral safety locking ~ves.

All-steel construction,

safety glazing,

controls and instruments.

‘.,.; ~ .‘

LICCON overload scfety indicator, hoist limit switch, safety valve= to protect hydraulic ,,.,.. , -> .,,. ,. ‘v ~,d?>> .;&;’;..;:w,.!- . . . system against pipe and hose fracture. 1 boom pivot section and 3 telescopic sections; can be exterided hydraulically under partial load. Telescopic section 1 can be hydraulically extended independently, telescopic sections 2 and 3 can be extended with synchronised action. “--i.; . . . ~ ~: , ... ..