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Techdcal DaSa

Caructeristiquestechniques ..

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‘ LTM1090 Mobile Crone Grue automotrice

m


-?

as teiescopcBoom. Forcesde Eevage u lafE&cheWescopique. Lmmg

capacmes

o

El

o

w

85?40

m—m

64 ft

39 ft

69 ft

64 ft

33000

115 ft

ml

140 ft

148 ft

~rt.

*) 10 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 76 80 86 60 95

e

219 209 199 189 177 166 157 148 141 126 116 105 95.5 65.5

208 199 190 182 171 160 151 143 136 122 111 101 93 84

120 117 110 102 93 82 74 66 60 5s 50.7 46.3 42.4 35.1 28.9

.

70.6 70.5 70.5 70.5 70 68.5 66 62.5 58.5 54.5 50.8 43.2 36.8 31.6

68 68 65.5 62.6 58 53.9 50 46.1 42.6 36.8 30.4 25.9 22.1 19 16.4 14

54.6 S4.6 53.9 62.9 51 48.8 46.4 44.1 41.6 35.3 30.2 25.9 22.3 19.3 16.8 14.7 12.7 10.9 9.4 8

100

,.,

41.2 41.2 40.6 39.7 38.4 37.1 35.9 34.8 33.6 31 26.6 26.2 28.9 21.8 m 18.3 16.8 15.1 13.5 12

10.8

105 110 116 120 125 130 I

o o

93

o o

0 0

0

0 37 37 37

93 37 37 37

93 62 62 62

*)avwrrearlend&-a

Remarks referring to load charts.

Remarques rdatives des charges.

1. The tabulated fifting cap.snities do not exceed S5 % or the tippblgload. 2. The ormm”mstructural steelwnrk is In -rdance with DIN 15018, part 3. Design and construction of the crane aomply with DIN 1S018. part2, and with F. E. M. regulations. 3. The 86 % nve.rtumdnglfmit values take into -unt udnd force S = wind npeed .241mph. 4. Lffting Capacdtiedem given in Mps. 5. The weight of the honk blccks and hooks must be deducded frnm the Iffting aapaaities. 8. Working rudii are measured from the dewing

1. Les fmces de lcrvagetidiquhs ne d6passent 66% de la charge de lx+smdement. 2. La norme DIN 15018. ~me partie ant appliqude pour ]es nharpentes. La oonstructkm de la g-rue eat r&alis&e conformbment ~ la norme DIN 15018, 2i3me pcutie et au ri?gles de la F. E. M. 3.A 66 % de la charge de lmmxdement, il a btd tcmucnmp~ d’umvent de fame 6. viteuse de vent 24)mph. 4. Len forces de Image snnt donm5es en kips. 6. Im poids des mouflea et crochets doit atm soustmdt den charges indiqubs. 6. tin pnrt&s snnt calmdbes A partir de lkxe de mation. 7. LeiIforms imliqudes pour la flhhe t4kscopique s’entendent flhhette d~pliable d+ns&e. 8. Lea fode Image #rentmndiflables saris pn%vis.

atmtmlke.

*

7. TIM IiftSng c+witien given for the t.desoopic boom only npplyif the fohiingjib 1.staken off. 8- JJftingcaptudties am subjeat ta mc+lifimtions.

0 93 93 93

37.6 37.6 37.6 37 36.9 34.9 33.8 30.9 26.4 25.5 22.3 19.4 17 15 13.1 11.5 10.1 8.7

31.5 31.5 31.s 31.4 31.1 30.8 30.3 28.3 2S.4 $M.4 22.2 19.4 17 14-9 13.1 11-5 10,1 8.7

7.4 6.4 5.6 4.8 4

7.5 6.5 5.6 4.8 4.1 3.3 2.6 100 100 100 100

93 93 93 93

10 11 12 13 14 15 16 17 18 20 22 24 26 2a 30 32 34 36 38 40 45 50 55 60 65 70 76 80 85 60 9s 100 105 110 115 120 125 130

f-‘i

I n III Iv TAB 70100

aux tableaux

. .= ,., k

Lifting capacities are given


,.

...

‘=?

75?40 kii!!iJW3ft-148ft

i!!!!!)

39 ft

10 11 12 13 14 15 18 17 18 20 22 24 26

208 197 186 173 162 151 142 135 128 114 103 91.s 60.5

28 30 32 34

71.5

36 38 40 45 50

64 ft

@)360°

69 ft

l15ft

64 ft

140 ft

148 ft

16

117 Q 110 66.5 83.5 73 64

57 50.7 46.5 41.1

18.7

5s 60

03 o 0

0

17 18 m 22 % 20

70.5 70.5 70.5 70.6

65.5 60.5

54.6 S4.6

41.2 41.2

65.5 59.9 54.8

55 49.6 45.1

51.5 47.8 43.6

40.6 3!3.7 38.4

34 34 34

27.9 27.9 27.9

2a 30 32

50.4 46.5 42.7 39.2 32.6

41.1 37.7 34.3 31.2 2s-3

40 36.8 33.6 30.7 25.3

37.1 35.9 34.8 33.5 29.8

33.3 32.3 31.3 29.9 24.9

27.9 27.9 27.9 27.5

34 38 38 40

27.5 23.1

20.s 17.2 14.1

21 17.5 14.6

26.8 22.1

20.9 17.6

24.4 20.8 17.5

45 50 56

19.1 16.7 14.6 12.8 11.1 B.e 8.3 7.3 43.3 0 93

14.9 12.6 10.7 9 7.6 6.3 5.2 4.2 3.3 03 93

14.8 12.6 10.7 9.1 7.6 6.3 5.2 4.3 3.4 100 100

G 6s 70 75 80 6s 80 96 100

6s 70 75 80 85 00 es 100 o

Oe

10 11 12 13 14 16

37.3 33.4 30 23.7

I

=143WJ:

0 37 37 37

I

11.7 9.6 7.7

12.2 10.3 8.S 6.9 5.% 4.5 3.5

93 37 37 37

93 62

62

93

93

100

62

93

93

100

~

@

I

‘l!A8 70101

t i i

---

Les forces de Ievage en kims fl XMMJ Ilmd.

sent donnees


__-—._.—

.

—-. — .. ..-. ——

... . . .. .. . . ... .. ... . . ... .. . . . . . . .. . --- . .. . .. . .. -

.r--

!1’ ,,

h ,. .

?iE!iJ.sft_.**t E!i!El (@lOo

o 75%

GE133.00*b.1143001bs

39 ft 33000

lbs

69 ft 143001bs

33000

143001bs

lbs

14

63.6

54.7

14

15

60.6

16 17 18 20 22 24 26 28 30 32 34 38 38 40 45 so 65

57.5 64.1 50.3 42.9 37.4 32.7 28.7 2.5.6

SO.2 46.1 42.4 39.1 32.7 28.3 24.4 21.2 18.7

15 16 17 18 20 22 24 2% 28 30 32 34 36 38 40 45 so 65

I

OO=Ovsrrsar/sur

*

o o 0 0

4 ,.

38.8 36.6 32.3 2s.9 26 23.3 21.1 19.1 17.3 15.7 14.3 12.9 11.6 8.9 7 5.5

50.s 48.1 42.8 38.6 34.9 31.7 23.6 %.7 22.3 —— 21.4 1s.6 :J.g 16.4 13.4 11 0 37 37 37

I

arri&s

dirsotlon of -e: 1 mph (MS operating instructions). Ms.x. speed for trawl with auqsndsd load In longitudinal VitswIS de dbplscsment msui. vu la translation avsa charge en sena longitudinal psx rapport A Iagrus: 1 mph (vcdr msnuel

TAB 70064

I 7009s

.-

L

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. fi .: : j. i’*s

7

>“ .. dhatr’uotions).

e

1.

; r


Liitlng heights. Hauteurs de Revage.

.— 230

I

ft.

213

197

180

164

148

132 9 115

99

82

65

50

33

17

0

17

33

50

65

82

99

115

132

148

164

0 180tt. (

----


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. . . . .. .... ... . .,= ...

~ —..

.

.. . , .. . ,. .. .

-,. -., .—

Lifting capacities at the folding iib. Forces de hwage d la fflechet~e pfliumte.

*

~--

o 85%

115 ft-148 ft

30 :2 36 z 45 50 55 60 %5 70 75 80 85 60 lE 105 110 115 120 12s 130 135 140 145 150 165 160

0“ 24.3 24.3 24.2 24.1 24.1 %6 22.5 21.2 19.9 18.6 17.1 15.4 13.6 12 10.6 9.4 8.2 G % 4 M

E!!E!i137ft.mft

P!Il

@l...

@

33000 lbs

125 ft

140 ft

148 ft

115 ft

140 ft

146 ft

37 ft

37 ft

37 ft

66 ft

66 ft

66 ft

15” 19.3 18.9 18.4 18 17.5 17.1 16 15 14.1 13.2 12.2 11-5 10.8 10.3 9.7 9.4 8.9 8.3 7.7 6.7 5.9 H 3.8 3.1 2.4

30”

00

15”

19.8 19.7 19.5 19.4 19 18.6 17.7 16.8 15.9 14.8 13.8 12.8 11.7 10.4 9.2 8 6.9 6.1 5.3 4.5 3.9

14.8 14.5 14.1 13.7

o“

15”

15.8 15.8 15.8 15.7 15.6 15.2 14.7 13.9 13.2 12.5 11.7

12.2 11.9 11.6 11.3 10.8 10.4 9.9 9.4 8.8 8.2 7.8 7.4 6.8 6.4 6.1 6.7 5.3 6 4.6 4.2 3.9 3.5 3.1 2.6

30”

30”

IY

15”

30”

o“

15”

30”

0“

15”

; c’ 30” 30 32

11.1 10.6 10.1 9.8 9.4 9 8.5 8.1 8 7.8 7.4 7.2 7 0.8 %.6 6.1 5.4 4.7 4 3.3

z

:;.1 11.3 10.5 9.8 9.2 8.8 8.4 7.8 7.4 7 6.7 6.3 5.9 5.6 5 4.3 3.7 3.1 2.5

8-7 8.3 7.9 7.5 7 6.6 6.4 6.2 6 5.8 5.7

k 9.9 9.1 8.1

;: 5.1 4.9 4.7 4.5 4-3 3.9 3.4 2.8

:.1 :: 3.9 N 2.2

7.5 7.1 6.7 6.4 6 5.6 5.3 4s 4.6 4.4 4 3.7 3.3 3.2 3 2.8 2.6 2.4 2.2 2

11.6 11.5 11.5 11.4 11.2 11 10.8 10.6 10.5 10.3 10 9.6 9.2 8.9 8.5 8.1 7.8 7.4 7 x R 5.6 2+ 4.2 3.8

10.4 10 9.6 9.3 8.9 8.8 8.4 8 7.7 7.3 6.9 6.7 6.5 6.3 6-1 6.9 5.8 5.6 5.4 5.2 5 4.8 4.6 4.4 4.1

7.3 7 6.8 6.6 :: 6.1 5.9 5.7 5.5 5.3 5.2 5 4-8 4-6 4.4 42 $9 3.7 3.5

10.7 10.6 10.3 10.1 9.9 9.7 9.5 9.4 9.2 :.6 8.3 7.9 7.5 7 6.2 6.5 4.8 4.2 3.6 3.1 2.6 2.2

8.9 8.6 8.2 8 7.7 7.3 6.9 u 6.2 6 5.6 % 4.8 4.6 4.4 42 3.8 3-3 2.8 2.3

6.2 5.9 5.5 5.2 5.1 4.9 4.7 4.5 4.3 4.1 3.9 3.8 3.6 3.4 3.2 3 2.8 2.6 2.5 2.3 2.1

0.7 9.s 9.3 9.1 8.9 8.8 :: 7.9 7.5 7.2 %.9 6.7 %.3 6.1 6.8 5.2 4.6 3.9 3.4 2.9 2.4 2

7.5 7.1 6-8 6.6 6.4 6.1 5.8 S.6 :; 4.6 4.4 4 3.8 3.6 3.4 3.2 3 28 2.4 2.2 2

4.6 4.4 4.2 4 3.8 3.7 3.5 3.3

: 38 40 46 50 65 60 8s 70 75 80 65 60

lE 105 110 115 120 12s 130 135 140 145 150 155 160 TAB 70102 /70104/70106 M 2.5 2.3 2.1

*

125 ft

4

140 ft

148 ft

11s ft

140 ft

148 ft

.. 37 ft 30 32 34 % 40 45 50 55 60 66 70 75 80 85 60

*

-

lE 105 110 115 120 125 130 135 140 145 150 155

o“ 2s E 23 22 23 23 20.7 17.9 15.3 13.1 11.2 E 6.9 ;.: 3.9 2:

15” 193 18:9 18.4 18 17.5 17.1

37 ft 3W

11.1 10.5 :: 10.1 14.1 9.8 13.2 9.4 11.5 9 10.5 8.5 $3.2 8.1 8 7.8 7.8 6.7 7.2 S.6 6.3 4.7 5.2 3.8 3 4.3 3.5 2.3 2.7

37 ft

Oo

16”

19.4 19.4 19.4 19.4 19 18.5 17.1 14.8 12.7 10.9

14.8 14.5 14.1 13.7

8.7

R

S.1 11.3 10.5 9.8 9.2 8.8 8.3 7.6 6.5 5.5 4.5 3.7 2.9 2.3

n 7.5 7 6.6 6.4 6.2 6 5.8 5.7 5.5 5.1 4.3 3.5 2.7

:: 14.7 13.8 12.7 11 9.4 8 6.8 5.7 4.8 3.9 3.1 2.4

% e.7 5.6 4.7 3.8 3 2.3

30”

o“

::

15”

12.2 11.9 11.6 11.3 10.8 10.4 9.9 8.4 8.8 8.2 7.8 7.4 6.8 6.4 5.6 4.7 3.8 3.1 2.4

66 ft WY

7.5 7.1 6.7 6.4 6 5.6 5.3 4.9 4.6 4.4 4 3.7 3.3 3.2 3 2.6

0“

10.7 10.7 10.7 10.7 10.7 10.7 10.7 10.6 10.5 10.3 10 9.6 .% 8-3 7.6 6.8 :: 4.8 4.2 3.7 3.2 2.8 2.4 2

15”

66 ft 30”

w

16”

66 ft 30”

(Y

15”

304 30 32 34 36

10.4 10 9.6 9.3 8.9 8.8 8.4 8 7.7 7.3 6.9 6.7 6.5 6.3 6.1 5.9 5.5 4.8 4.3 3.8 3.3 2.8 2.4

7.3 7 6.8 6.6 E 6.1 5.9 5.7 5.5 6.3 5.2 s 4.8 4-6 4.4 4.1 3.7 3.2 2.7 2.1

9.7 8.7 9.7 9.7 9.7 9.7 9.5 9.4 8.9 7.7 6.7 5.7 4.9 4.1 3.4 2.7

8.5 8.5 8.9 8.5 8.2 8 7.7 7.3 6.9 6.6 6.4 6.2 5.9 5.4 4.6 3.8 3.2 2.5 2

6.2 5.9 5.5 5.2 5.1 4.9 4.7 4.5 4.3 4.1 3.9 3.8 3.6 3.4 2.7 2.1

u 8.5 8.5 8.5 8.3 7.9 7.4 6.4 5.4 4.e 3.8 3.1 2.4

7.5 7.1 %.8 6.6 0.4 (3.1 5.8 5.6 5.2 4.9 4.6 4.4 4 3.6 2.9

%! 45 50 4.8 4.4 4.2 4 3.8 3.7 3.5 3.3 3.1 2.9 2.5 2.3 2.1

E 6s 70 75 80 65

E 100 105 110 115 120 12s 130 13s 140 145 150 155 TAB 70103I7010’sI70107

1‘>

..’


Dimensions. Encombrement.

I

I

~10’61/4”+ :

+15’33,4”

RI - All-wheel Direotion

steering tautm rouem

e

16.00 ●

Icrwere’d I abd=ti

R 2s

uummmmn.m.aemz.nnn... 12”9%”

A

~,.. 13.3i/2..

B 8V/4as

c ~.~.

D Z2’4M”

1

~=

I

A

E

F

lb */z,,

17-”

a 24”

P 24”

lx 19”


.

-.

Weights. Poid-s.

.-

Axle

with 14300

..

26500

lbs

1

2

1

Essieu

lba countarwdght

and foldlng

jib/

3 26500

26500

aveo contrepcdds

14300

4

lbm et flc%betta

Total weight

5

26s00

Poids total

26500

0

132500

pliante

“m

(ldpe)

Load

No. of sheaves

No. of lines

Weight lbs

Poulies

Brins

Poids Ibs

14 10 7 3 1

2206 1764 862 728 419

Forces de levage (kipe)

7 6 3 1

198.4 154.3 110.2 48.5 16.53

Working speeds. Vitesses. (5G=_] * 1

3

2

4

5

R

f

-@@

o o mph

8

mph e-

5

13

7.5

19.9

28.8

42.9

8.7

26%

11.8

16.8

23

5

50%

@ c1

16.00

R 2S

m infinitely

Drive

BW3ankmes

H

en

0

1

380 o

4 J 4

376

37s

0-2.0

\ .-

Diam&re fthnin single line fthnin

0-

Rope diameter

variable

continu

au

brin simple

fthnin single line fthdn

au brin simple

env. 26s

- 40s jusqu’*

Max. single line puil Effort au brin maxi. 1861S

lbs

*%6” t 820’

16615

lbs

seconde to reaoh 83° boom angle 83°

approx. 120 seconds for boom extension env. 120s pour paaser de 39 ft -148 ft

dn cAble

1%6” 1820’

rpm

approx. 25 seeonds -40

/ Rope Iengz.h

du cable / Longueur

from 39 ft -148

ft

e


. ..

Truck chassis. C

Frame:

Liebherr designed and manufactured, box type, torsion resistant, all-welded construction made of high-tensile structural steel.

Outriggers:

4 sliding beams with hydraulic extension cylinders and hydraulic support pad jacks. Front outriggers mounted between axles 1 and 2, rear outriggers at rear of truck chassis. Diesel, 8 cyiinder, watercooled, make Daimler-Benz, type OM 442 LA, output 320 kW * DIN (435 HP) at 2100 rpm, max. torque 1300 lbs-ft at 1100 – 1600 rpm. Fuel tank$apacityv 132 gallons. Allison type CLBT 755 automatic transmission with torque converter and hydrcd~amic retarder brake. 5 forward speeds, 1 reverse. Transfer box with front —-. wheel drive engagement and off -road range.

Engine:

Transmission:

Axles:

Heavy duty crane truck axles, all 5 axles sprung. Axles 1,2 and 3 steered, Axles 1,4 and 5 are planetary axles with lockable transverse differentials.

Suspension:

~

axles are hydropneumatically sprung with automatic levelling. Load equalization between axles 1 and 2, single axle 3 and axles 4 and 5. Suspension hydraulically iocked.

Tyres:

10 tyres, alI axles with single tyres. Tyre size: 16.00 R 25.

Steering:

7#semi-unitaryhydraulic power steering, dual circuit system. with hydraulic servo mechanism and auxiliary pump circuit. Service brake: servo assisted air brakes acting on all wheels, dual circuit system. Hand brake: spring-action, acting on all wheels of axles 3 to 5. Large-area, all-steel cab with resilient mountings, safety glass windowe and full range of instruments.

Brakes: Driver’s

cab:

Electrical

system:

24 Volts DC, 2 batteries, lighting to German road vehicle regulations.

,. 1

.. ~

.

~ ~ c ;, t.. ., . % > ,. 6 ~ ~ $

‘.

Crane superstructure. Frame:

Liebherr-made, torsion-resistant,

Crane engine:

Diesel, 6 cylinder, watercooled, make Dairnler-Benz, type OM 366A, output 115 kW DIN (156 HP) at 2100 rpm, max. torque 413 lbs-ft at 1400 rpm. Fuel * capaeit~ 74 gallons. Diesel-l@rauli~ with 1 duplex -al-piston pump with automatic output control 1 duplex gear-type puxnp,regulated open hydraulic circuits. By self-centering control lever, movable in 4 directions (cross-control arrangement). Axial piston motor, ffl hydraulic power up and down. Hoist drum with integrated planetary gear and spring loaded brake. Hydraulic cylinder with integral safety locking valves. -

~ :

welded construction made of high-tensile structural steel. Connection to truck chassis by triple roller slewing ring, designed for 360° ccntinuous rotation.

Crane drive: Crane control: Main winch: Luffing gear: Slewinggear: Crane cab: Safety devices: Telescopic

boom:

Electrical

system:

; i } “o

Planetary gear with flange connected axial pistan motor and spring loaded brake. All-steel construction

fully galvanized,

[ :

: !“ -.

safety glazing, controls and instruments.

LICCON overload safety indicator, hoist limit switch, safety valves to protect hydraulic system against pipe and hose fracture. 1 boom pivot section and 4 telescopic sections; can be extended hydraulically under partial load. Telescopic section 1 can be hydraulically extended independently, telescopic sections 2, 3 and 4 can be extended with synchronised action. Boom Iength: 39 ft -148 ft.

1i i : i /

24 Volts DC, 2 batteries. b

Additional

equipment.

Folding jib: Hoisting gear 2: Drive 10x 8:

AU-wheel steering: Driving from crane cab: Other items of equipment

..-

37 ft -66 ft long. for mounting as extension on telescopic boom at 0°, 15° or 30°. For two-hook operation. driven. Axle 2 additionally Additional steering of axles 4 and 5. Driving and outrigger

available on request.

control

aISO from

crane cab.

. ,


Liebherr-110 Ton LTM 1090 - 5 Axles