Technical Data Caract&istiques
techniques
LTM1090/2 -Mobile Wane Grue automotrke
Telescopic
boom
Fl&che tr51escopi~e
171
ft
,.
@iEzEl
Lifting capacities at tekscopic boom. Forces de levage. d Ia fI&che Mescopiqwe.
k@%l
El 38 ft
51 ft
63 ft
;B, ~m El ~
0°1360°
75 ft
99 ft
87 ft
111 ft
o 85?40
44100
124 ft
Ibs
136 ft
II 14S ft I 160 ft
171 ft
11 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 75 80 85 90 95 100 105 110 115 120
216 204 191 17.s 167 156 146 138 131 117 108 96 87.5
179 179 175 167 160 152 145 13s 131 117 106 95.5 85
165 160 156 151 144 138 130 116 105 94.5 84 76 69 63 58.1 53.8 49.5
143 137 132 127 123 118 115 107 98 88.5 79 71.5 64.5 58.9 54.3 50.4 46.4 42.8 36.2 32.6
114 110 107 103 99.5 - 93 87.5 81 73.5 66.5 60 55 50.6 46.8 43.1 39.7 33.2 28.2 23.9
9s.5 95.5 92.5 89.5 84 78.5 74 69.5 63.5 57.9 53 48.9 45.3 41.7 3s.5 32.3 27.4 24.8 22.9 21.2 19.7
80.5 78 74 70.5 67 63.5 60 56.6 51.9 48 44.6 41.2 38.1 32.1 27.4 23.4 20.1 18.1 16.8 15.6 14.6 13.8
69.S 68 65.5 62.5 59.4 56.7 54.2 51.8 49.6 47 44.1 41.1 38.4 32.6 29.2 26.6 24 21.3 18.7 16.5 14.6 12.9 11.5 10.6
56.5 54.5 52.4 50.2 48 45.9 44 42.2 40.s 38.8 36.9 31.5 27.1 23.9 22 20.3 18.4 16.4 14.5 13.3 12.5 11.6 10.6 9.6 8.9
45.5 44.1 42.5 40.9 39.4 38 36.6 35.2 33.9 30.9 27.6 24.3 21.2 18.7 17.2 16.2 15.1 13.5 12.1 10.8 9.7 8.8 8 7.4 6.8
125 130 135 140 14s 150 II
1) ~~~r r~~
Remarks
o
0/
o
46/ o
92/ o
9!2JO192J0
46/
O
461
461
0
92/
0/
0
92/ 0/ o 92./ 0/ o
36.3 35.4 34.5 33.6 32.6 31.6 30.6 :::
, 28.9 ! 28.2 27.6 26.9 26.2 25.6 ~ ~.:
23.5 21.2 19 17.6 16 14.2 12.6 11.2 10 8.9 8 7.3 6.6 6
21.5 20.3 18.8 17.1 15.3 13.6 11.9 10.4 9.2 8.2 7.3 , 6.5 ::;
5.4 4.9 4.6
4.6
92/ o
92/46
!
23.4 22.8 22.2 21.7 :.:
:
18.1 17.1 16 15.1 14.3 13.3 11.7 10.2 9.1 8.1
!
55 60 65 70 75 60 85 90 95 100 105 110 115 lZO
;:
I
92
100
Iv
62
100
v
‘rA8
10?’033
92
125 130 135 140 145 150
o
o
01 0
0/
o
0/92
0/ o
0/46
0146
0/46
0/46
0/46
0/92
0/46
to load charts.
! I
46f92
46/92/92
92/92/92
92/92
9W92
I
0/92
46/46/92
46/92/92
46/92
9W92
~
0/46
0/46/92
46/92
48/92
0146162
Remarques
1.TIM tabulatad lifting capacities do not excssd S5 % of the tipping load. 2. The crane’s structural staelwork is in aoeordance with DIN 15018, part 3. Design and eonstrnction of the crane somply with DIN 15018, part 2, and with F. E. M. regulations. 3. The 85 % overturning limit values take into acsount wind force 5 = wind snesd 20 mnh. 4. Lifting ca@nities a& given in kips. 5. The weight of the hook blooks and hooks must be dsducted from the lifting capacities. 6. Working radii are measured from the slewing centrelime. 7. The lifting capacities given for the telescopic boem only apply if the folding jib is taken off. 8. Lifting capacities are snbjeot to modifications. 9. Lifting capacities above 179 kips only with additional pulley block I special eqaipment.
LifGing capacities
1
4.4 3.9 3.4 3 2.6 2.2 100
4.1 3.6 3.2
/ ~~ ~~m.
referring
10 11 12 13 14 15 16 17 16 20 22 24 26 28 30 32 34 36 38
relatives
aux
tableaux
/ 10703I
des charges.
1. L%s forces de levage indiqn6ss me d~passent pas 85 % de la charge de basctdement. 2. La norme DIN 15018, 3&me partie est appliqde pour les charpentes. La aonstrnation de la grne eat r6alis6s conformhnent k la nonne DIN 15018, 2bme partie, et am +gles de la F. E. M. 3. A 85 % de la charge de bsscnlement, il a CM term oompts d’nn vent de force 5 = vitesse de vent 20 mph. -4. Les forces de levage sent donmkm en kips. 5. La poids des monfles et mhets doit i3tre sonstrait des charges indiqm%s. 6. Les port6es sent cslcnldes h pm-tlr de l’axe de rotation. 7. Les forces indiqn6ss pour la fkhe tilesoupique s’entsndent fk$chette d6pliable d6pos6e. 8. Lss forces de Ievage sent modifiable sane pdavls. 9. Forces de levage plus de 179 kfps senlement avea 4quipement supp16mentaire.
are given
Eii!i’13*fi.1,,. ml 000,3600 ELoolbs 38 ft
51 ft
63 ft
75 ft
87 ft
99 ft
111 ft
124 ft
136 ft
14s ft
160 ft
Cl@ 85%
171 ft
1) 10 11 12 13 14 15 16 17 18 20 22 24 26 28 30 32
216 201 187 173 162 151 142 134 126 113 102 92 83.5
179 179 174 166 158 150 142 134 126 112 100 89 79
165 160 156 150,, 141 133 126 111 97.5 86 76 68.5 62 56.6
143 137 132 127 123 11s 113 102 89.5 78.5 69.5 63 56.8 51.7
114 110 107 103 99.5 92.5 82 73 64.S 58.4 52.7 48
34 36
52 47.8
47.6 44
44,1 40.7
38 40 45 50 55 60 65 70 75 80 85 00 95 100 105 110 115 120 1s!5 130 135
45.5
40.4 37.8 34.9 30.9
37.3 34.2 28.4 24.5 22.7
0/ o 40/ o 0/ o Wo 0/46
46/ o 48/ o 0/ o
921 0 46/ o 0/ o 0/48 0/92
I
0
0/46
0146
10 11 12 13 14 15 16 17 18 20 22 24 26 28 30
9s.5 95.5 92.5 89.5 83.5 76.5 69.5 62 56.1 50..s 46.3
80.5 78 74 70.5 65.5 60 54.7 49.7 45.5
69.5 68 65.5 62.5 59.4 56.7 53.2 49.4 45.4
56.5 54.5 52.4 50.2 48 45.8 43.2
45.5 44.1 42.5 40.9 39.4
36.3 35.4 34.5
28.9 28.2
42.6
41,9
42
40.4
37.8
33.6
27.6
23.4
39.4 36.2 33.2 29.7 27.1 24.7 22.3 19.5 17.2
38.9 35.s 33 27.5 23.3 21.4 19.6 18.1 16.S 15.3 13.6 12.7
39 36.8 35.2 31.2 27.2 23.6 20.6 18 15.7 14.1 13.1 12.2 11.3 10.3
37.6 34.8 32.2 28.4 25.9 23.1 20.3 17.9 18.3 14.9 13.3 11.9 10.6 9.5 8.6 7.9 7.3
36.2 34.6 32.8 27.9 24 21.1 19.6 18.4 16.2 14.3 12.6 11.1 9.8 8.8 7.9 7.1 6.4 5.8 5.3
26.9 26.2 25.6 24.1 22.8 20.9 18.6 16.3 14.5 12.7 10.9 9.4 8.3 7.3 6.4 6.6 4.0 4.3 3.7 3.2 I!.7
22.8 22.2 21.7 20.4 19.2 1s.1 17.1 15.9 14.2 12.4 10.7 9.2 8.1 7.1 6.3 5.4 4.8 4.1 3.5 3 2.6
92/ o 92/ o 0/92 0/46 0/46
92J o 9W o 46/92 0/92 0/46
32.6 31.6 30.6 27.4 23.9 21.6 19.8 17.5 15.3 13.3 11.6 10.1 s 8 7.1 6.3 5.6 5 4.5 4 3.6 3.2 9W46 9W92 9W92 9W92 46/92
92 92 92 92 92
100 I 100 n 100 m 100 Iv 100 v TAB 107034I107036
92/ 0/ o 92/ 010 92J921o 92/9w46 46/92/92 92J9W92 40/46/92 46/9W92 0/46/92 0/46/92
92/ o 9W92 9W92 40/92 46/92
11overrearten arrib.o.
32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 185 130 135
.-
Les forces de Ievage 4 &- ---mm ■
sent donn~es
~“
Lifting heights. Hauieurs d-e Ievage.
262 ft.
246
– 4-~-
—
—
—
.
.
.
.
230
213
197
80
\ 64
148
\
\
-.
\
\
\
132
T, \\
\
1
(T136 ft. _K62ft.)_
115
‘\ \
\
\
\
\
\
\
\
\
\
h
82
7
\
/
99 \
\
_. 63 ft.. Ih -.
.A
_\
.)
A
.\-
1..
\.
\.
‘. \
65
50
33
17
o
17
33
50
65
82
99
115
132
148
164
180
0 197 ft.
Eii!!iJ..ft.e.ft F=) [=).O 3s ft 44100
lbs
10
53.7
11 12
50,2 47
13 14 15 16 17 1s 20 22 24 26 28 30 32 34 36 38 40 46 xn
44.1 41.6 39.1 36.9 35 33.2 2!3.7 26.9 24.3 22
““
1
I
@
51 ft 31800 ~
lbs
44100
lbs
63 ft 31800
lbs
44100 Itls
\
31600
lbs
51.8
10
48.4 45.3 4!2.5 40 37.6 35.5 33.6 31.s 2s.5 25.7 23.2 21
48.8 45.9 43.3 40.9 38.8 36.s 35 31.5 2S.7 26.2 23.9 21.9 20.1 18.5 17.2 1!5,9 14.7
47.1 44.3 41.8 39.4 37.3 35.4 33.7 30.3 27.5 25.1 22.9 21 19.2 17.5 15.9 14.4 12.9
I 0 0 o 0 0
O“= overrem I .WUtibre
(=L100/318001bs
o 0 o o 46
48.4 46.5 44.1 41.7 39.5 37.6 35.8 32.3 29.5 26.9 24.6 22.7 20.9 19.3 18 16.7 15.5 14.3 12 1O.z
11 12 13 14 15 16 17 1s 20 22 24 26 2s 30 32 34 36 38 40 46 50
47.9 45 42.6 40.2 3s.1 36.2 34.5 31.1 2S.3 26.9 23.6 21.8 20 18.5 17 1s.5 14 12.6 9.9 7.9 0 0 0 0 92
I II In
TAB 107023
I 1070s4
: ,’
1’ , {’ ,-
.-.
,.
<A&..y.
~.-
.
.
.
. .!---
.!
.-
*-.,...u*t—
—
Lifting capaci~ies Forces de Uevage
*
Eii!!!Lft-l.lft
I
124 ft
0“ 24.3 24.1 23.9 23.6 23.4 23.1 23 23.9 22.4 21 20.2 18.6 16.7 14.8 13.2 11.7 10.2 9 8 7.1 6.7 6.4 6.2
28 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160
$$$/%
15”
7;
921 0 92t46 92/92 46192 0192
——
. . ..—
.-”
.-—
at %he fokling iib. d Ra fEi5cheHeplimmte.
.
. .
.
. . .
.
.
.
.
. .
.
.
.
mIEzl
t!zl EL. ELOOJE 136 ft
I
148 ft
I
35 ft
30” I 45”
17 15.8 14.7 10.2 9.7 13.8 9.3 12.9 12.1 8.9 11.5 8.6 10.8 8.2 10.3 7.9 9.7 7.6 9.3 7.4 8.9 7.2 8.3 7 7.6 6.8 6.7 6.6 5.9 6.1 5.5 5.4 5.2 4.8 I ::; 5.1 4.7 4.6 5.5 5 5.3 4.8 4.5
II II IIII
-—.
B35ft
35 ft
?q#m
..-
o“
20 19.9 19.8 19.7 19.6 19.5 19.2 19 7.6 1s.7 7.4 18.2 7.2 16.9 7 15.6 6.8 14.5 6.7 13.3 6.5 11.9 6.4 10.5 6.3 9.3 6.2 8.3 7.4 6 5.9 6.9 5.8 6.7 5.4 6.4 4.8 6.2 4.3 5.7 4.2 I 6.2 4.8 4.3 3.9 3.5
15”
30”
14.7 13.7 “ 12.8 8.6 12 8.3 11.3 7.9 10.6 ?.@ 10 7.3 9.5 7.1 9 6.8 8.5 6.6 8.1 6.4 7.8 6.2 7.4 6 7.1 5.9 6.8 5.8 6.2 5.6 5.5 5.4 5.4 5.1 5.2 4.7 5.1 4.6 4.8 4.5 4.5 4.4 4.1 4.1 3.6 3.6 92/ o 92/92 92/92 48/92 46/92
160 ft
I
35 ft 45”
o“
15”
30”
171 ft
I
35 ft 45”
17.2 17.1 17 16.9 16.6 16.3 10.9 6.4 15.7 10.4 7 5.4 6.2 14.8 9.8 6.8 5.2 9.2 6.5 6.1 13.9 5.1 5.9 13.1 8.7 6.3 5 8.3 6 5.8 12.4 4.8 5.7 11.7 7.9 5.8 4.7 S.6 11.2 7.5 5.6 4.6 7.2 5.4 4.5 5.5 10.3 6.8 5.3 4.4 5.4 9.3 6.6 5.1 6.3 8.3 4.3 6.3 5 5.3 7.4 4.3 5.2 7.1 6 4.8 4.2 5.8 4.7 5.1 6.8 4.1 5.4 4.6 5.1 6.3 4.1 5.6 5.1 4.5 5 4 4.5 I 5.1 4.9 4.4 4 4.6 ! 4.7 4 I 3.8 4.2 4.3 3,9 I 3.6 4.1 4.1 3.6 3.9 3,8 3.s 4 3.4 3.5 3.9 3.2 3.5 2.8 3 3.1 3.1 2.4 2.6 2.6 S2146 92/92 92192 92192 46192
0“
15”
30”
13.6 13.1 12.7 8.4 12.2 8.1 11.7 7.8 11 7.5 10.3 7.3 9.8 7 9.3 6.8 8.8 6.6 8.4 6.4 8 6.1 7.7 5.8 7.4 5.6 6.7 5.4 6 5,2 5.3 5 4.7 4.8 4.1 4.4 3.6 I 3.9 3.1 3.4 2.7 3 2.3 2.5 2.1
6.1 5.9 5.7 5.5 5,3 5.1 4,9 4.7 4.6 4.4 4.3 4.2 4 3.9 3.8 3.7 3.6 3.4 3.2 2.7 2.3 92 92 92 92 92
I
35 ft 45”
4.4 4.3 4.2 4.1 3.9 3.8 3.7 3.6 3.5 3.5 3.4 3.3 3.3 3.2 3.2 3.1 3.1 3 2.8 2.4
o“
11.8 11.3 10.7 10.2 9.7 9.1 8.7 8.3 7.9 7.5 7.2 6.S 6.6 6.3 6 5.6 5.1 4.4 3.9 3.4 2.9 2.4 2
7 6.7 6.5 6.2 6 5.8 5.6 5.4 5.2 4.9 4.7 4.6 4.2 4 3.8 3.6 3.5 3.3 3.1 2.8 2.3 1.9
4.8 4.6 4.4 4.2 4 3.8 3.7 3.5 3.3 3.2 3.1 2.9 2.8 2.7 2.6 2.5 2.4 2.3 2.2 2.1 2
28 30 32 34 36 38 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160
I 100 II 100 100 RI 100 100 TAB 107078/107080/ 107o.w/1070s4
liiE!iJ124ft.171ft Ez!!iLftml mooB4100 124 ft
30 32
30”
10.2 10.1 10.1 10 10 9.9 9.8
34
36 38 40 46 50
45”
-lJ
55 60
9.6 9,4 9.2
7.9 7.8
65 70 75 80
9 8.8 8.6 8.4
7.6 7.5 7.4 7.2
6.3 6.1 5.9
4.7 4.5
S5 90 95 100 105
8.2 8 7.8 7.7 7.5
7.1 7 6.9 6.7 6.5
6.7 5.5 6.3 5.1 4.9
110 11s 120 12s 130 135 140 14s 150 1ss 160 165
7.1 6.5 S.8 5.1 4.s 4.2 4 3.8 3.7 3.5 3.4
6.2 6 s.? 5.5 5.1 4.6 4.1 3.s 3.1 3 2.9
4.8 4.6 4.s 4.3 4.2 4.1 4 3.8 3.4 2.9 2.4
3.3 3.2
2.8 2.7
170 175 180
3.1 1[
92/ o 9W46 9W92 46192 0/92
0“
15”
30”
46”
9.5 9.4 9.4 9.3 9.2
o“
15”
30”
45°
o“
8.2 8.1
7.3 7.Z
i ,
171 ft 62 ft
62 ft
62 ft
62 ft
82 ft 15”
160 ft
148 ft
136 ft
15” I 30”
o“
,
15” 30 32 34 36 38 40 45
9,1 9 8.8
7,6 7.5
8 7.9 7.8
6.8
7,1 7 6.8
5.5
6.1 6 6
8.7 8.5 8.4
7.3 7.2 7.1
5.6 5.4
7.7 7.6 7.5
6.6 6.4 6.2
4.4
6.8 6.6 6.5
5.3 5.1 4.9
3.7
5.9 5.8 5.7
4.3 4.2 4 3,9
60 65 70 75
4.4 4.3 4.1 4 3.9
8.2 8 7.8 7.6 7.5 7.3
7 6.9 6.6 6.4 6.1 5.s
5.2 5 4.8 4,6 4.5 4+3
3.8 3.7 3.6 3.5 3.3 3.2
7.3 7.2 7.1 7 6.9 6.8
6 5.8 5.6 5.4 5.2 5
4.2 4 3.8 3.7 3.6 3.4
3 3 2.9 2.8 2.7 2.7
6.4 6.3 6.2 6 5.8 5.5
4.8 4.6 4.4 4.3 4.2 4.1
3.6 3.5 3.3 3.2 3 2.s
5.6. 5.3 5.1 4.9 4.7 4.5
3.8 3.7 3.5 3.4 3.3 3.2
80 85 90 95 100
3.6 3.6 3.s 3.4 3.2 3.1 3 2.9 2.7 2.6 1.9
7.2 6.6 5.9 5.3 4.7 4.3 4.1 4 3.s 3.7 3,5
5.6 5.4 6.!2 s 4.8 4.6 4.2 3.7 3.3 3 3
4.2 4 3.9 3.7 3.6 3.4 3.3 3.1 3 2.8 2.6
3 2.9 2.7 2.6 2.5 2.4 2.4 2.3 2.2 2.2 Al
6.6 6.3 5..9 5.2 4.6 4.4 4.2 4.1 3.7 3.3 =.9
4.7 4.6 4.3 4.1 3.9 3.8 3.6 3.6 3.2 3 2.9
3.3 3.2 3.1 3 2.9 2.9 2.8 2.7 2.6 2.6 2.5
2.6 2.s 2.4 2.4 2.3 2.2 2.2 2.1 2 1.9 1.9
5.3 5.1 4.9 4.8 4.6 4.2 3.7 3.2 2.8 2.4 2
3.9 3.8 3.7 3.6 3.5 3.3 3.2 3 2.9 2.8 2.5
2.8 2.7 2.6 %5 2.4 2.3 2.3 2.2 2.1 2 1,9
4.3 4.2 4 3.9 3.7 3.6 3.3 2.9 2.5 2.2
3.1 3 2.9 2.7 2.6 2.4 2.3 2.1 2 1.9
2.3
3.2
2.9
2.s
2.1
2.6
2.8
2.3
2.1
1.8
165
2.3
2.8 2.s 2.2
2.8 2.7 2.4 9W o 92/92 92/92 46192 46!92
2.5 2.4
2
2.2 1.9
2.6 2.2
2 1.9 1.8
1.8
1.7
170 17s 160
9W46 92/92 92/92 92/92 46192
92 92 92 92 92
50 55
100 100 100 100 100 TA8
10707S
I 1070S0
105 110 11s 120 12s 130 13s 140 14s 150 1s5 160
I II III
1 1070S2
I 1070s
.
. b ..
Dimensions. Encombremen#.
(LTNI 1090/2)
t
~m+
m,.l~
8’2’’&5;5’’-+-7’zo/+
o’+
*
5’5”-—+———
‘
“
27’11” 18’10”-—————++————
9’ 4
*
.,
e
16.00 ●
lowered/ abaisscl
R 25
A
A 6’”*
B
12’9?4”
12’5%”
7’4”
Dimensions I Encombrement E a c &91/+**
17”
22”
\
al
B
P,
17”
18”
14”
Weights. Poids.
“”
‘”’
= [Fl Axle Essieu 1
I
.
,
)
26455 26455 26455 Ibs with !MOOlbs aonntamveight andfoldingjib/ aveocontrepoids2600 lbs etflkhette pliaate
E!!)
Total weight Poids total
4
3
z
1
26455
I
105820
G Load (kips) Forces de levage (kips)
No. of sheaves Poulies
No. of lines Brins
Weight Ibs Poids lbs
198 154 110 48.5 16.5
7 5 3 1
14 10 7 3 1
2200 1760 990 730 420
Working speeds. Vitesses.
F!!!EJ ?
1
2
5
4
3
R e
o mph
5.9
14.8
23.4
34.2
47.8
10.3
o
mph .~g~e -b
3.4
8,6
13.5
19,8
27,8
6
0
42 %
>60%
16.00 R 25
@
m I
Drive M&mnismes
360°
J ..... 4
Diami3tre du cilble I Longueur
en continu
I 1o
o
Rope dismeter / Rope length
infinitely vsriable
390 ftfmin single line ftimin au brin simple
0
390 ft/min singIe line ft/min au brin simple
0-
2.0
a713a”’
/
666’
I
I
“/.s” I 656’
rpm
aPProx. 50 seoonds to reach 83.5” boom angle env. 50 s jusqu’h 83.5”
,aPProx. 3o0 seconds for boom extension env. 300s pour passer de 38 ft -171 ft
from 38 ft -171
ft
du mible
Max. single line pull Effort au brin maxi.
I I
17370 lbs
17370 lbs
fLTM 1090/21
Crane carrier. Frame:
Liebherr designed and manufactured, box type, torsion resistant, struction made of high-tensile structural steel.
Outriggers: Engine:
+point
support, alI-hydraulic
6 cylinder, waterccckd
horizontal
ansmission:
Axles: Suspension: ‘&res: Steering
con-
and vertical operation.
type D 3406 TI, 300 kW (408 HP) at 2),max. torque 1250 Ibs-ft at 1500 rpm.
Liebherr Diesel,
2100 rpm ace.ta EEC standard (EURO
ok
all-welded
fiel tank capacity: 106 ga~ons. Allison automatic transmission with torque converter and hydrod>~ic retarder brake, 5 forward aud I reverse speed. Transfer case with off-road range. MI axles steered. Axles 1,3 and 4 with planetary gears and differential locks. All ties with hydropneumatic suspension and hydraulic locking facility. —. 8 tyres.!l’yre sise:16.00 R 25. Hydraulic power steering with dual circuit hydraulic system, mechanical5ydrostatic from lower cab. Stand-by steering pump. Steering sac. to EC directive 70/311/
EEc. Service brake: Dual circuit, servo-air brake, acting on all wheels. TELMA type eddy curzx?dt brake (wear resisting retarder). Hand brake: by spring action on all wheels of axIes 2,3 and 4. Brakes ace. to EC directive 71/320/EEC. “
Brakes:
Driver’s
cab:
Electrical
system:
Spacious all-steel of instruments.
cab on resilient
24 V DC, 2 batteries,
lighting
mountings,
safety glass windows and fulI range
according to countries’
regulations.
Crane superstrudure.
a .
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° continuous rotation.
Crane engine:
4 cylinder, watercmled
Liebherr Diesel, type D 914 ‘l’I, 125 kW (170 HP) at 1800 rpm ace. to DIN, max. tarqae 523 Ibs-ft at 1400 rpm. Fuel tank capacity: 79 gallons.
Crane drive:
Diesel-hydraulic, with 1 duplex axial-piston pump with automatic 1 duplex gear-typepump, open regulated hydraulic circuits. By 2 control levers (joy stick type),
Crane control: Hoist gesx: Luffing gear: Slewing gear: Crane cab: Safety devices:
output control,
Axial piston fixed displacement
motor, hoist drum with integrated phnetary gear and spring loaded static brake. 1 differential hydrauIic ram with safety check valve. Axial piston fixed displacement motor, planetary gear, spring loaded static brake. All-steel construction fully galvanized, safety glazing, heater, controls and instruments. LICCON safe load indicator, hoist limit switch,
safety valves against
rupture of pipe
and hoses. ‘Ikdescopic
boom:
1 base section and 5 telescopic seetions, seetions expendable independently. Boom length 3S ft to 171 ft.
Electrical
system:
24 V DC, 2 batteries.
hydraulically
expendable under load. All
.-
Compiementary Folding jib: 2nd hoist gear: rive s x 8: @
Other items of equipment
equipmen9. on telescopic boom at 0°, 15”, 30° or 45°. 35 ftto 62 ft long, for mohting For two-hook operation, or with folding—jib in case main hoist shall remain reeved. Axie 2 additiotiy
available
driven
on request.