.,
...”.. .
.
,e. ,i ”.,
.
.
—— _ . _—.
.-.
~..
Techdcal DaSa
Caructeristiquestechniques ..
..
.
.
‘ 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
[ ;: .
. 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. (
----
,.
. . . . .. .... ... . .,= ...
~ —..
.
.. . , .. . ,. .. .
-,. -., .—
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.
. ,