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Technkd DataCkamac*erk?iqk9esGedmiques
‘ LTM1300Mobile CraneGrue autonnotrice
,.
EE!!iJ51ft-197ftE!5ilm.... GiL80001bsE!!
I 51 ft 69 ft 85 ft 103 ft l19ft 138ft
\ II I
154 ft 172ft !188ft 197ft
1!,
10 i 719 66111 I 665 ~ ~~~ ! ! 1’12
1l_; 619 , 485 I
13 1 580 547 !’12
48514 545
la509 464 391 156 I
15 ! 510 476 38014
441 154 301 1
16 ; 474 457 I 417 36915
148 29417 ! 450 ! 440 I ii 16
402 358 143 287 22418
17..
lj~~j~i~~~347 138 280 219
20 327 128 ‘267 207 224 I18
130 I
z l&is%~s~~ z~y i% %: ,;RJ M ;%~176’/l’ ;:
20
26 i 326 i 321 i 314 276. 106 ~232 I~ 3CU6
19828 302 295 262 101 :221 171 189
~~~ \+x 26139__ 95.5 ‘
3028
; 287 , 284 278 249 95.5 ;211 163 180 102 ,159i 2.70
135 94269 1 262 238 90.5 202 156 173 98
I 30”
z.- — ~153 130
254 i 253 ~ 248 227 86.5 194a w ~5i;~ ;% 88.5 ;% i I
—-%— “%36 I 239~3S ‘ 233 ;;; 82.5 ~18638 \ 223 I 223 219 79 178 137 154 86:5 I137—”—40
119I 206
86.5-2 i ;196 75.5 i170 132 149
%–-83.5 I132 115 84 100 ! 84.5 I 79.5
45 I 179 17640
68.5 )153 121 136 76 ~122 107 77.5157
93.5 79.5 76156 62.5 138 111
45124 70 !113 995 73
R I 140 13887.5 I 76 I 72 Go_=
57.3 I126 103 114 64.5 ~104 ‘——92.5 68.5 8260 123
I 68 5552.9 I116 96 104 60
6576.5 i ~~.5 64
I 1;; ‘ ;:- ;1::.5 ‘g:; :;-5 ~;.: ~ :“: ;.; ‘ i:; g
69==—-L.—— ..___~ ~ ~;.5 65
7075 ~
91.570
78.5 83 49:3 I 78.80
70.5 ~ 53X 64 I 58.6 53.9 7583.5 74 77.5 46.5 I 73 67
8550.7
I 7660.5 ! 55.5 51—— A..—. —
70.5 72 63.5 I 47.7 x‘ 90 70 67 68 5.8 I L8 596 I 45.1 Z.; I %6 i %:2 So_
95I I
64 39.6 I 60.5 56~8Q—–100
51.7 I 47.5 4460
9537.4 I 56.7 53.3 I 40.6
105._ 49.~ i 45.1 41.9 100
i!l 53.6 50.2 38.6 46.6 I 42.9 40110
105
●47.4 1 36.7 445 I 41.1 ~ 38.4 11.0.
115 II ~::.7 .4:-9~ 3GT-L- 42.6 ‘ 39.4 36.7120
115I 46.1
12540.8 I 377 35.1 120.——... — ——L —z .
40.9 i 32.2130
38.9 I 36 125
13539.2 ‘ 309 37.3 I 34.6 ! %:.- —— 130_
, 37.8 I 29.7 35.8 I 33.2 30.7140
13535.61 28.6
14534.2 ! 31.9 29.2 140
160 I II ~ 27.8 145
15531.5 ~ 29.6 26.6 150
160 Ill I I30.4 / ~:~ , &~ 155
165160_
170 Ill Ill175180 Ill
I%: ~a: :%I i! ]=:8 .21:3 ———175
f 20.3 180II o 50<%’0 94 0 94 0 94 94’0 84 94 ; 100 I
o 0 0! 0! 5094 94 94 94 ‘946 .:941 OOII
‘;’ ; : .,0 :9:;: 5: : { 5: ‘;’: ~1~0:0:
% ml
*)overrear Ien arricre TAB 80255 / W=.:
Remarks referring to loadcharts.
1. The tabulated lifting capacities do not exceed85 % of the tipping load.
2. The cranes structural steelwork is in accor-dance with DIN 1S018, part 3. Design and con-struction of the crane comply with DIN 15018,part 2, and with F. E. M. regulations.
3. The 6S % overturning limit vafues take intoaccount wind force 5 - wind speed 20 mph.
4. Lifting capacities are given in kips.5. The weight of the hook blocks and hooks mus t
be deducted from the lifting capacities.6. Working radii are measured from the slewing
centreline.7. Ths Ufting capacities given for the telescopic
boom only apply if the folding jib is taken off.
8. Lifting capacities are subject ta modifica-tions.
9. Llftlng capacities above 485 kips only withspecial equipment.
Remarques relatives aux tableauxdes charges.
1. Les forces de levage indlqui!es ne d.Spassentpas 8S % de la charge de basmdement.
2. b norme DIN 15018, 3&me partie est appli.qu& pour les charpentm. La construction de lag-rue est r&lisee c0nf0rm6ment Ala normeDIN 1S018. 2&me partie, et aux rbgles de laF. E. M.
3. A 85 % de la charge de basculement. ils etitenucompte dhm vent de force 5 = vitesse devent 20 mph.
4. Les forces de levagt? eont donn~es en k.ips.6. Le poids des moufleset crochets doit Mra SOUS.
trait des charges indiqubea.6. Les porties sent cnicukiea Apartir de lkxe de
rotntion.7. Lee forces indlquees pour la fldche ttileacopi.
que s’entendent fl&hette d~pliable dbposee,8. Les forces de levage sent modifiable Bans
pl-.%avis.9. Forces de levage plus de 485 klps seulement
avec bquipement suppl&mentaire.
, — –—..
E!i!!iL-ftE!Il m... m.....,.=I
I 1“ 10
121I_
1312
522 i 50113
::14
16 453 ~ 443 I 41715
’369 1148 294 ,17 435 I 426 .,401 358
16;143 287 ,224
18$$ ‘%mw.% 1% % ;;; 224 ,30 :
17
E 351x)
344 I308 120 256 197 215 12324 330 328
22320 !291 113 244 187 206 117 176
307 30624
299 276 232 178 198 112E 285 285
168 ;279 262 t%
26
30c221 171 189 107 163
263139
26395.5
32 244 244 z l%: E; % x% % 1% R ‘:% EE
34 228 228 225 i224 86.5 194 149 166 94 14736
126 91214 214
108 u211 ,209 82.5 186 143 160 90.6 142 123
38 200 20088.5 105 36
197 ‘195 79 15440
86.5 137184 I182 75.5’ % iW ,119 86.5 102 38
149 83.5 132 115 100 I 84.545
79.5 40158 /156
50:135 i 68.5 153 136 76 122 %.5
62.5 135 [;!;,107
138 124 70 113 99.5 73 :::; %“5 I ;: ::121
%64.5 104 ; 92.5 68.5
%J I g:: %: I% ;~ ~ %9 :: ~ : :3.; 6’J.: :.5 :;.5 ! E ~:6570
92.5 I 89.546:2
6S81.5
60.583.5 [ 83.5 82:5 52:4 82’ 75” 56:8 68 62
7567 70
80 ; ~: ;:::/ ;;:: :::: :: :;5 :::; g. g::; ::9 ::
8590
66.5 I 61.5 44 6254” 60.6 I 55.5 41.8 57 f %:: 2::
57:% I ~56 1 -44:;2
50.1 39.6 52.4 t 52.9 42.8 51.7 47.51% 45.3 37.4 48.1 48.8 40.6 49.1 45.1 I %9 95105
100
11043.7 46.1 38.6
::”: I ::”: ~ ::4105
11539.9 I 41.6 36.7 110
, 36.5 i 38.3 35120
40:5 39:4 36:733.4 I 35.1 33.5 37.7 37.7 I 35.1
125I , 32.2 32.2 34.9 36
13033.6
! 29.7 30.9 32.3 34135 I / 27.3 29.7140
29.9 31.8 I 30.7 135~ 25.2 28.6 27.7 29.5
14529.1 140
1’I 25.6 27.4
15027.5 145
23.7 25.6156
25.6 150_I
16022 23.8 23.8 165
16522.1 22.2
1:
160_
17020.6 20.6 165
17519.2 19.2 170
I180 Illi I 17.9 ;::; 175
I o180
50 !94’0 9410 I 94 0 94 94 0 84 I 94 100 I
OiOr O 60 I 64!94 o 94 94 94 94 \ 94 100 II0!0!0 o I 50 0 94 60 94 94 64!94o~ 0/94 o 0 I o 94 o 0 94 60 ~ 94
11over rear I en arri&m3 TAB 802S7 /802-!X3
-- .. . . . ..— —..-— . ..— —— ..— —-—
Les forces de Ievage saat chances41!EAM4L&meI!??lnnnh mwa
-01
P“/0
%
Lifting heights.Haurteums de Ievage.
------
%
--
I
t.
t.,—
“-\
-’\
\
\
\
\ \
\
\\
\
\ \\
\I
13ft
37
90
64
48
32
15
99
82
65
50
33
17
00 17 33 50 65 82 99 115 132 148 164 180 197 ft.
. .
a .. -..———.———.. ..- —..
Lifting capacities at guyed telescopic boom. Ei@ClForces de 9evage a la fleche telescopique haubanee.
@!!i185ft.197ftml ELoo E!, .......85 ft 103 ft l19ft 138 ft >’1s4 ft 172 ft 188 ft 197 ft
I
14 400 137 ( !15 397 136 272 \
14f (
16 384 135 272 \ 19415
17 372 133 27116 ;
362 132 270 ; 194H 343 130 218
II 89.5 !;~
22 328 12824 315 126
x ~ :::266 194
;:: / ~.:
26 303 12428 289 122 ~ ~:~ ;:; [ S& :: ,32 ~ g~
,30 274 121 244 194 21032
89:5258 120 234 194 203 89.5 ]~~ I ~~ i ~~
34 244 119 225 I 190::: ! :::: 1 ::: ::: 1 ::
82.5:: ;
36 231 118 216 I 18234
38 218 117 20782.5 ,
17536
;: I :::: ::: ‘ H: i :: 82.540 205 115 199 168
38
45 ‘ 177 106 179 I 15482.5 64 58.2 40 ‘
155 96 158 142 148 I z:; 133 I :282.5 64 58.2 ; 45
~
:: 136 8783.6 82.5 64 58.2
140 I 13150
I60 121 79.5 $ 124 122 ::! 1 g:: M ;!: ~ I :: 82.5 58.2 ; 55
65 107 73.5 11199 ~ / p: 10982.5 , z 58.2 60 I
70 96 6982.5 64
102 72:5 102 S1- i g; 80 6458.2 ~ 657
75 89:5 96.5:: I X:; E ;;.5 I 63.5 ;:”5 g.
58.2
80 81 888590
73.5 80 78.567 73.5 Zii5 i %2 72
62 I 2:”: ! ii i
: ~ ;;;; ~;58:2 ; 85=
9s 6359.2 I 56.2
I 65.690
10056.9
;:.654
57.7 I 53.2 62.5 52.1I 95
1105
60;S 54.7 j 51.6S6.8 57.7 , 49.7
100
11057.4 52.4 48.4 105 ~
51.5 63.4115
47.7 56 50.3 47.4 : no_
12047.6 49.5 46.8 52 48.3 45.6 115 ,
1254S.8 44 48.7 46.3 43.942.5
120
13042.3 45.4
1353!3.5 i 40.8 42.3
140
x:: ! ::.: ;::36.7 , 39.5 39.5 41.133.6
39:338.2
*136
14536.8 38.8 I 37.9 1 140
15034.4 36.3 36.4 145—
15532.1 34 34.1 ‘ 160
16030
:;: 1 :: I :::q
165 I 28:1 1667170
28.126.3 26.4
175170
18024.7 24.7 175
I1194
23.2019410,94! o 94
18094!0 64 94 1
III O 0100 I
5o194~94[o 94 94 I 94 94 64 100 IIIIII O 0 0 I 50 0194 50 84 94 94
%~lo 9494 100
010 I 0!94 o 0 I 94 50 64 100 IvTA2 80302
e @E!iJ8.-?7ftEil EL. @!433001bsI
I 85 ft 103 ft l19ft 138 ft 154 Pt : 172ft 188 ft
!
, 400 13715 ! 397 ~ 136 ; 272 , I R16 / 384 I ;:: i 27217 1 372 271 194 I :;I 362 ; 132& I 343 ! 130 !%: 1;: 218 89.5
Ii M
22 328 128 ! 267 ,! 266
21824 ; 312
89.5t 126 194 218 89.5 162 I I I H
26 ~ 295I :% % I %
218 89.5 I28 277
162 ~215 89.5
30162 ! 132 x
I 258 j ~~~ 244 194 210 89.5! 240
162 132234 194 203 89.5 162 I 132
z ~ 225I ;:: i ~:
190 196210 182 189
g~~gjwg, ‘~:%; ‘:1%
:: : 195 I 11740 182 I 115 ~ :: I % :;: 64 58.2 ! 4046 I 155 1 106 I 154 154 89.5 143 I 86 I 82.5 64 58.2 4550 ] 134 ! 96 / 137 141 135 89.5 130 ~ 116 83.5 82.5 64 ‘ 58.2 ~ 50
% i M ! $:.5I M I :% 118 , 87.5 1 117j :::
81 64I %: (3.&
58.2 ; 55104 82.5 104
% I % ! 80” 64
58.2 60
~ [ ~“5 1 ~~”s I %5 ‘ l~& %.577.5 I 92.5 82572.5 , 83.5
58.2 I 6558.2 I 70
75 180 ~
:; ~ ;;5 g’ ::.: ;;5 , Z:%5 I %-5 %5 ::”: ! %
85 ,I :::: \ :$:
60.5 61% 62 1 .3;:: 60:5 ; 84 62’90 I
58:2 I 8554.7 58.4 56.6 57.4 : 59.1
95 i59.2 56.2
49.1 55.6 51.8 52.6100 I 44.1 53.2 47.3105 I
48.3 I %; ~ g“; %“: ;;”9;:
10042.9 44.4 49.7 46:4 47:6 47.3
110 ‘ 47.7 I 43105
38.9 41 44.3 44115 \
11035.3 37.5 44.9 , 39.9 4~.~
12040.9 115
I125 ~
32 I 34.2 41.7 i 37 38.4 38.1 120
II38.6 1 34.2
130 I i PM I 35.935.8 35.5 125
13531.5 33.4 33.2 130
140 I iI %7 %-3 I :.: ;:.7 :!.;
135
145140
150 !26.6
I 22:5 24.6 24:8 { ;% ~155
II1 20.7 22.7 22.9
160 I155
165 i21 21.2 160
1’ I10.4
170 j 17.8 ;:”5 I %175 I180 ! 1! 16.5 16.6 I 175
I I
I:94i O!94i015.3 180
940 94 9410i94 94 100 I I010!50 I 94 94 94 I 94 94 ! 94 94 100 II
L&:!9:\:~5: :::: 5: \ ‘: :~zz!;g ;;
TAJ380303
-... .
Lifting heights.Hauteurs de Ievcage.
L.w.E!z
9Guyed telescopic boom.Fl~che telescopique haubanee.
213 !1
197
180
164
148
132
115 e
99
82
65
50
33
17
00 17 33 50 65 82 99 115 132 148 164 180 197 ft.
*
Lifting capacities at the IaWiceForces de Ievage & la fleche~te
fly iib.treiRk fixe.
I LTM1300
m... (2ELoo,bE
—
*
-. .-— -. .-— ..- .-
I
1
I
I
lifting heights. E@EHauteurs de Ievage.
Latticeflyjib.Flechettetreillisfixe. *
—
3’17
323
312
295
279
262
246
230
213
197
m180
7N-%-PH148
132
115
99
82
65
50
33
17
u
‘9fl
*
Liftimg capacities cat We hsffing lattice iib. EiEElForces de Ievcqe a la fleche~te treih releva?de.
* Fik’ft.ll,ftLz!!!il.9ft-230ftm El..ooml.......@I
r’85ft + 10ft* l19ft + loft* I 1
-~~t \69ft 92 ft 115 ft!138 ft,161 ft 184 ft 207ft 230ft 69ft 92ft il15ft 138ft 161 ft 184 ft;207 ft\230 ftI
34 I105 I I
36 !104 I !1 !%j38 104
IG8 \38
40 103 83.5 4045 103 83 ! 67 45 ‘50 102 82.5 62.5 I 66.5 ; 54.1 5065 101 82 62 65.6 { 53.7
~ 81.5 61.5 ! 49.9 I 53.3 [ 41.255
60 101/ = i 52.7
6066 100 81
::”5 / %: I 37.440.8 65
70 97.5 80.5 ! 63.5 ! 52.3 40.4 33.1 70
E 1 i%.5 %i~;l% =.851.8 40.1 32.8 25.4 7561.3 39.7 32.4 25.1 i 19.8 I 80
85 I 79 6060 i z:; % ;:; 23.3
51 39.3 32 24.8 i 19.7 i90 ! 74 50.6 38.9 31.8 24.6 i 19.595 i %::~E.7 I % %: %2, M i I 38.7 31.7
100 38.4 31.4105
Ii
2; 1 ;::: I :::; ~~.3 8
59.2 47.5 35.9 27.9 22.8 17.2 ; 38.1 31110 58.8 ; 47.4
.24 I 19.2 I 1535.7 27.7 22.8 17 37.9 30.0 23.8 i 19 I 14.9 % 1 %
115 47 35.5 27.5 22.7 17 I 37.7 30.5 23.6 ; 18.9 I 14.8 11 [ 11s120 I 46.7 35.3 27.3 22.5 16.9 I 30.2 23.5 i 18.9 i 14.7 10.8 I 120125 I 46.6 35.2 27.2 22.3 16.7 I
29:7 % I ::; I 2“: ;:.; ~ ;:301130 46.4 35 27 22.1 16.5 ! ,.135 I 34.8 26.9 22.1 16.5 / ‘ 22.9 I18.3 14.3 10.7 ~ 135140 34.6 26.8 22 f 16.4 ! 22.6 i 18.1 14.2 10.6 14014s 1 34.4 26.7 21.8150
16.3 !34.2 26.7 21.8 16.3 i R I H , :;.9 M I :;:
1s5 I 34 26.5 21.7 16.1 ;I II
21.9 I 17.8 I 13.7 10 155160 26.4 21.6 16 17.7 I 13.6 9.9
Ii’
160165 26.4 21.6 16
1117.7 1 13.5 9.9 165
170 26.2 21.4 15.8 ~ 17.5 I 13.4 9.7 170175 21.3 15.8 ;180 / 21.2 15.7 I185 I 21.1 15.5 I
y-: ,::.2 :J ;;:
12.9 9.5 , 185190 21.1 15.3 I 12.9 9.5 I 190195 I I 20.9 1s.1
I12.7 9.3 I 195
200 : 15
Iii9.1 ! 200
210 : 14.8 I 8.7 ! 210220 ~ 14.6 \ 8.5 ] 220 ,
1adapter/ pike d’adaptatam TA8 80023. 1/2
_—.
9...—-——. .-. _ _—--— .-—.—.
IiiiEil::ft.l?.ftEE!5Lft.230ftEl m... m430.0,bs E5b154 ft + loft*
1172ft + loft* I
1!
69 ft 92 ft 115 ft 138 ft 161 ft 184ft 207 ft ;230 Pt!I
69 ft ~ 92 ft l15Pt 138 ft 161 ft.!184 ft
50 42.1 ~ 30.2 ~55 41.8 \ 33.8 30 23.460 41.4 I 33.4 , 29.8 23.365 41 33.3
6029.6 23.3 I
7065
40.7 I 32.9 25.3 29.4 23.1 16.s75 40.3 ! 32.6
7025.& 20.5 29.2 22.9 16.7
80 32.4 24.%12.5
i 20.3 15.785 32 / 24.8 I 20.1 15.5
22.8 16.7 12.4 8.5 ;22.8 16.6 12.4 8.5 1:’
90 31.831.7 % I %3 2?2 H 8.5! 22.6 16.6
9512.1 8.3 I 60
22.4 16.4 12.1 8.3100
5.6 95
I %; ;:: t~.8 ::: ;: ! 5.816.3 11.9 8.2 ;
1055.5 i 100
16.3110
I ::”: :;.2 14.6 ~~11.9 8 5.3 I 105 ~
8.3 , 5.8 16.1 11.8 8115
! 5.3 \ 11014.4 10.9 I 8.3 ( 5.7 15.9 11.6 7.9
120 i 23:26.3 115
18.9 14.2 10.8 8.2 5.6I 5.6 ~
15.8 11.6125
7.8 , 5.3 12018.7 14.1 10.7 8 11.4 7.8 I 5.I I
130125
18.5 13.9 10.5 8 5.4135
11.4 7618.4 13.8 10.4 8 5.3 7“5 I ::: ! %11.4 .
140 18.4 13.7 10.4 7.9 5.3145
7.5 ! 5.113.6 10.2 7.8 6.1 \ 7.6 I 5.1 I ;:: ;
150 13.6 10.2 7.8 ~ 6.1155
7.313.4 10 7.6 i 4.9 7.3 i::l:::l
160 9.9 7.5 : 4.9 ‘165 9.9 7.5 I 4.8 l:.:~;g:
170 9.7 7.3 4.6.
1754.9 170
9.7 7.3 1 4.6 4.9 \180
175
I9.6 7.3 , 4.5
1854.9 180
7.2 : 4.4190 w’
185 i
195
190
200195
210 I7 , :.; 200
220210 ~
I 4:11 220 ~● adapter/ pkice d’adaptataur TAB 80023.2
. .
.
kifkimgheighfs.Huuteuws de levage.
@u!?!?-
Luffing lattice jib.F16chette treillis relevable.
I
396 It.
380
-J
347
246
\65
7A
,JI33
\~-fit
-0---1 ?----33 50 65 -82- W ’115 ‘132” 148 164 ‘“ “180--197 213 230 ft.
e; Telescopic boom I Fleche telescopique: 83°
Lifting capacities at the Juffing lattice iibwi~h guyed telescopic boom.Forces de ievage u la flechette treilk relevableavec ffleche telescopique haulxmee.
●
Ei5J:ft.ll,ftuz1169ft_230ft[.1[=13.00(2ELooo@85ft + loft* I l19ft + loft*
69 ft 1/’92 ft l15ft I 138ft 161ft ~lS4ft 207ft 230ft 69ft 1’92ft 115ft~ 138ft 161ft 184ft 207ft ~230ft
80 94.5I
85 90 I ! I l“%90 85
I* I ~ /!95 80 76.5 f
~ ::I 59.8 )
!100 74 \ 58.6105 69.5 %3 I 57.5 49.5 ijt;:g110 66 62.5 ,56.2 : ~48.7116 63 61 I 48 i i!M120 58.4 49.3 i I 47.3 41.1 !
125120
55.5 49 I 46.5130
40.7 !53 48.8 I
Iii45.8 40.4 !
135 50.7 48.5 ! 36.3 i 40.1 i 32.7140 48.5 47.4 I 36.1
~,,;v;:;
f
145 45.4 / 35.8 28.1 I i: I R 1 %2 25.4 ! I ! ;;!150 43.5 35.5 27.9 I155 41.8 35.3 / 27.6 I % i al % I I I R160165
40-l~fi:~l~~jj~ ~ ~ 1I 24.’7 ~ R:: : ~ ‘ ;:;
31.7 24.931.5
170 34.5 I 26.9 21:41!
31.3 24.5 [ 18.4 I / I175
17034.3 I 26.8 21.2 16.1 I 31.1 24.3 ! 18.3 ! 14.4 1
180175
33.5 26.5 ; 21 ~ 15.9 I 24.3 18.2 : 14.3185
18032.4 26.1 20.8 15.7 I (
190 31.2 26 ~ 20.6 15.5195 25.8 ; 20.4 15.4 : ;/i :: i :!1 i ;:;: ‘ ,03 y
200 25.6 20.3210
15.2 :II
17.9 14 , 10.1 ; 21 20.1 15 i ~ ] 17.7 I 13.8 9.9
220210
230 1::: % ~ I I17.5 ~ 13.6 9.9 220
2’4013.6 9.8 230
14.2 ; , \ ] 13.5 9.7250 I 1;
240
260~ 9.7 250
I I I I 9.5 260● adaptar I pi~ce d’adaptateur TAB801O9,1
. .. -- .
@w!?
iiislRLt.172ftm.9ft.230pt@Il m3600m.oo.lbt!E
e
I\ 154ft + loft” 172ft + loft*
I
! \ 69 ft 92ft ~ l15ft 138ft ! 161ft ~ 184ft /207ft 230 ft 69ft ; 92ft l15ft 138ft I 161ft
105 32.5 (
110 1 31.81’ /i
1 I ‘in””I:;: I %: 27.4,
123/ II 22.7 I I I ;;:
125[
26.9 j I.li~22.3 18.4
[125
130 26.3 ; I 21.9 ‘ 18 i 1 130135 ( 25.9 23.1 ! 1 ‘ 17.7 I
I 140 25.5 ~ 22.6 17.3 ! 13.9I Ill:%1 145I I z:: :;:: ! I
~ ;;.; 13.6150 111%155 ‘ 21.5 17.2 I
160 21.2 16.8 I 13 II I “’;:: I i %“113 IRII
165 20.8 16.5 12.8 12.8 9.9 7.2170
16520.4 ; 16.3 12.6 ! I1 12.6 9.7 I 7.1 I 170
175 ~ 16.1~:1:11
12.5 I 175180 I 15.8 . l::i Y7\4!I 180185 i i W i;; ! R i H I ~ iq::~fl 185190 I 19019.5
::;\fi[y 34 I8.8 6.3 3.9
200195
210 I 8.5 i 5.8 3.4 ,220 8.3 I 5.8 3.2 i z l:’:!230 I 8.3 , ::: ;:: , I 3.4 230240 , 240250 5.3 3.1 ;260
I2s0
5.3 3! 260270 ; I 2.9 I 270
● adapter / piha d’adaptateur TAB 80109.2
..——- . ..—--- . -------- —— --—— —— .... . ..
●
I
L;ftingheightsat the [Wing Iattice @ EEiiCwith guyed telescopic boom.Hauteurs de levage a la fieche~te treiIIis relevabieavec fleche te{escomique haubanee.
is -363
347
328
312
295
279
262
246
230
213
197
180
164
148
132
115
99
82
65
50
33
17
00
17 33 50 65 82 99 115 132 148 164 180 197 213 230 246 262 279 295 ft..-
fl.
i Telescopic boom/ Y?leche telescopique: 68°
:—20,31 /2,,
:—1 3,7”/2$,
-! H7
~7’2i/z c’+ 41 “
~so’’l’l”
1
1
;
c) Dimensions I Encombroment mm
e
@-A...T
A D- E6“’* IF a B
~ “14.00 R 25 13’3/4” 12,63,,4,,
13’11/2” ~13y4- Id ,;2 . .
* lowered /abaiss617” 16.5° I 9“
Weagnlrs.
Poids.I LTM1300
l.---.)F+Axle
Essieu
I I1 I 2 ! 3 ~4’5
16!71
Total weightPoids total
I 1
lbs 26400 26400 26400 26400 26400 26400 26400 184800
mI Load (kips)”
bNo. of sheavea
I
No. of lines I Weight lbs
Forces delevage(kips) Poulies Brins Poids lbs,
440 12 24 I 5940370 9 19 I 5280300 7 15 ~ 5390226 ! 5 11 I 4290150 3 1 7 3190
66 1 1 3 167022 I 1 I 860
IIThe s~etY re@ations of the respective country shall be applicable.Les specifications de sdcurit&du pays concern~ seront en vigueur.
Working speeds.Vitesses.
m
JI
I
1 2 3 4 5 R,*
omph
1813 22 30 40 8.6 18%I
o1
mph .~~a ! 3.75 6!. 10 14 19 4 32 ‘%
o@ 1 14.00 R 25
mDrive I infinitely variable ~ Rope diameter I Rope length I Max. single lirtepuH
M&anismes I en continu I Diam&re duc&ble /Longueurduc&ble Effort au brin maxi,
I o _ 492 ft/min single line II ftfmin au brin simple
9V,.S’”11640’ I 22420 Ibs
ft/min single line0-492
ft/min au brin simple‘VT6”I 2000’ I 22420 lbs
0- 1.3 rpm
l----++-‘nv-vs’”sq”’’830-- *approx. 70 seconds to reach 83° boom angie
approx. 7012401490 seconds for boom exten;ion from 69 t I Ig I 197~< (incl. locking)env. 701240 1490s pour passer de 69 I 119 t 197 ft (incl. verrouillage)
Truck chassis. I LTM1300 1
Frame:
Outriggers:
mngine:
Transmission:
Axles:
Suspension:
Tyres:
Steering:
Brakes:
Driver’s cab:
Electrical system:
Liebherr designed and manufactured, box type, torsion resistant, all-welded construc-tion made of high-tensile structural steel.4 sliding beams with hydraulic extension cylinders and hydraulic support pad jacks.Front outriggers mounted between axles 2 and 3, rear outriggers at rear of truckchassis.Diesel, 12 cylinder, watercooled, make Daimler-Benz, type OM 444 A, output 390 kWDIN (530 HP) at 2100 rpm, max. torque 1734 lbs-ft at 1100-1500 rpm.Fuel tank capacity: 162 gallons-Allison type CLBT 755 automatic transmission with torque converter and hydro-dynamic retarder brake. 5 forward speeds, 1 reverse. Splitter gearbox with differentialand off-road range.Heavy duty crane truck axles, all 7 axles sprung. Axles 1 to 3 and 6 and 7 steered. Axles1,3,4 and 5 are planetary axles with differential locks.All axles are hydropneumatically sprung with automatic levelling. Load equalizationbetween axle pairs.14 t$res, all axles with single tyres.T~e size: 14.00 R 25.ZF semi-unitary hydraulic power steering, dual circuit system, with hydraulic servomechanism 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 7.Large-area, all-steel cab with resilient mountings, safety glass windows and full rangeof instruments.24 Volts DC, 2 batteries, lighting to German road vehicle regulations.
Crane superstructure.
arame:
Crane engine:
Crane drive:
Crane control:Main winch:
Luff ing gear:Slewing gear:Crane cab:Safety devices:
Telescopic boom:
Electrical system:
Liebherr-made, torsion-resistant, welded construction made of high-tensile structuralsteel. Connection to truck chassis by triple roller slewing ring, designed for 360° con-tinuous rotation.Diesel, 6 cylinder, watercooled, make Daimler-Benz, type OM 447A, output 213 kWDIN (290 HP) at 1800 rpm, max. torque 950 lbs-ft at 1000-1600 rpm.
Diesel-hydraulic, with 5 axial piston swiveling pumps with servo control and automaticoutput regulation.By self-centering control Iever, movable in 4 directions (cross-control arrangement).
Axial piston motor, full hydraulic power up and down. Hoist drum with integratedplanetary gear and spring loaded brake.Twin double-acting hydraulic cylinders with integral safety locking valves.Planetary gear with flange connected hydraulic motor and spring loaded brake.AU-steel construction, safety glazing, controls and instruments.LICCON overload safet y indicator, hoist limit switch, safet y valves to protect hydraulicsystem against pipe and hose fracture.1 boom pivot section and 4 telescopic sections. All sections separat hydraulicallyextendable.Boom length: 51 ft -197 ft.24 Volts DC, 2 batteries.
Additional equipment.
6attice jibs: Luffing lattice jib 57 ft – 230 f t, lattice fly jib 34 f t -138 f t.
isting gear 2: For two-hook operation or to luff the lattice fly jib.
Other items of equipment available on request.
Recommended