Cần cẩu Liebherr LTM 1300 by Kiểm Định An Toàn Miền Nam

Technkd Data Ckamac*erk?iqk9esGedmiques

â&#x20AC;&#x2DC; LTM1300 Mobile Crane Grue autonnotrice

EE!!iJ51ft-197ft E!5ilm.... GiL80001bs E! !

I \

11 12 13 14 15 16 17 18 20

I ; 1 ! ; !

l&is%~s~~ i 326 i 321 302 ~ 3CU6 ; 287 , 284 269 i 2.70 .— 254 i 253 I 239~3S \ 223 I 223 I I

z 36 38 40 45

●

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

l19ft

103 ft

85 ft

i 314 295 278 1 262 ~ 248 ‘ 233 219 206 179 157 140

391 380 369 358 347 327

156 154 148 143 138 128

301 294 287 280 ‘267

z~y 276. 262 249 238 227 ;;;

i% 106 101 95.5 90.5 86.5 82.5 79 75.5 68.5 62.5 57.3 52.9

%: ~232 :221 ;211 202 194 ~ 178 i170 )153 138 I 126 I 116

196 176 156 138 123

‘ ;:-

I I

1’

,;RJ 171 163 156

186 a137

; 1::.5 91.5 83.5 76 70

132 121 111 103 96 ‘g:; 78.5 74 70.5 67

130

M 198 189 180 173

;%~176’/l’ ~~~ \+x

w 154 149 136 124 114 104 :;-5 83 77.5 72 68 64 60

Ill

I 0!

94 5094

94 94 :

{

referring

%–40 45 Go_= 55 69== 65 70 75

53.9 51

x So_

i %:2 44 41.9 40 ~ 38.4 36.7 35.1 —z

95 100 105 11.0. 115 120 . 125 130_ 135 140 145 150 155 160_

I%: ~a: ] =:8 .21:3 f 20.3

i! 94 94

94’0 94

‘;’:

‘946

84 .:941

; 100 OOII

:% 175——— 180 I

~1~ TAB 80255 / W=.:

to load

1. The tabulated lifting capacities do not exceed 85 % of the tipping load. 2. The cranes structural steelwork is in accordance with DIN 1S018, part 3. Design and construction of the crane comply with DIN 15018, part 2, and with F. E. M. regulations. 3. The 6S % overturning limit vafues take into account 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 modifications. 9.

“% I ; I 79.5 76 I 72 I 68 64 ~ ~;.5

*)over rear I en arricre

Remarks charts.

! %: 30.7 29.2 27.8 31.5 ~ 29.6 26.6 30.4 / ~:~ , &~

Ill

;: 26 28 30”

,159 ~153

Ill

:9:;:

139__ 95.5 ‘ 135 94 130 —-%— ~5i;~ ;% 88.5 ;% i 86:5 I137—”— 119 86.5-2 i 83.5 I 132 115 ! 84.5 84 100 76 ~ 122 107 93.5 79.5 77.5 70 !113 995 73 87.5 I 76 64.5 ~104 ‘—— 68.5 92.5 82 60 —-L.—— ..___ 76.5 i ~~.5 ~ ~;.: ~ :“: ;.; ‘ i:; g 49:3 I 78. 70.5 ~ 53X 64 I 58.6 46.5 I 73—— 67 A..—. 50.7 60.5—! 55.5 63.5 I 47.7 5.8 I L8 596 I 45.1 Z.; I %6 39.6 I 60.5 56~8Q—– 51.7 I 47.5 37.4 I 56.7 53.3 I 40.6 ._ 49.~ i 45.1 53.6 50.2 38.6 46.6 I 42.9 47.4 1 36.7 445 I 41.1 ::.7 .4:-9~ 3GT-L- 42.6 ‘ 39.4 I 46.1 40.8 .——... — ——LI 377 40.9 i 32.2 38.9 I 36 39.2 ‘ 309 .—— 37.3 I 34.6 37.8 I 29.7 35.8 I 33.2 35.61 28.6 34.2 ! 31.9

102 98

224

50<%’0 0 0:0: .,0

1l_ 12 la 14 15 16 17.. 18 20

!’

224 219 207

197ft

172ft !188ft

i!l

‘;’ ml ;

154 ft

! I

! , 485 485 464 441 I 417 402

o o

138ft

I 1;;

69 ft

lj~~j~i~~~

z 26 28 30

‘

51 ft II I 719 661 665 ~ ~~~ 619 580 547 545 509 510 476 474 457 450 ! 440

Llftlng capacities above 485 kips only with special equipment.

Remarques relatives aux tableaux des charges. 1. Les forces de levage indlqui!es ne d.Spassent pas 8S % de la charge de basmdement. 2. b norme DIN 15018, 3&me partie est appli. qu& pour les charpentm. La construction de la g-rue est r&lisee c0nf0rm6ment Ala norme DIN 1S018. 2&me partie, et aux rbgles de la F. E. M. 3. A 85 % de la charge de basculement. ils eti tenucompte dhm vent de force 5 = vitesse de vent 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 A partir 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.

, —

–—..

m... m.....,.=

E!i!!iL-ft E!Il I

10 1 I_ 12 13 14 15 16 17

1“

12 13 :: 16 17 18 E 24

522

i 501

453 435

~ 443 I 426

‘%mw.% 351 328 306 285 263 244 228 214 200

330 307 285 263 244 228 214 200

E 30 32 34 36 38 40 45 50

I 417 ’369 .,401 358 344 320 299 279

I308 !291 276 262

z 225 211 197 184 158 138 121

l%: i224 ,209 ‘195 I182 /156 :135

1 148 ; 143

294 287

, ,224

1% 120 113

% 256 244 232 c221

;;; 197 187 178 171

224 215 206 198 189

,30 123 117 112 107

176 168 163

; 139

95.5

x% 149 143

% 166 160 154 149 136 124

1% 94 90.6 86.5 83.5 76 70 64.5 %9

R 147 142 137 132 122 113 104 :: ~

‘:% 126 123 119 115 ,107 99.5 ; 92.5 : :3.;

E 91 88.5 86.5

82:5

52:4

;:::/ ;;:: 66.5 I 61.5 60.6 I 55.5 50.1 45.3

:::: 44 41.8 39.6 37.4

82’ :: 62 57 52.4 48.1 43.7 39.9 36.5 33.4

E; 86.5 82.5 79 75.5’ i 68.5 62.5

% 194 186

I g::

%: I% 92.5 I 89.5 83.5 [ 83.5

81.5

46:2

% 153 135

iW [;!;

; ~: 54”

1% 105 110 115 120

125 130 135

75” :;5

%.5 73 68.5 6’J.: 56:8 :::;

~ 25.2 I

1’

2:: 42.8 40.6 38.6 36.7 35 33.5

28.6

175 180 o

Illi

108 105 102 100

64!94 50 0

0 o

~: 70 ::

1 -44:; 2

51.7 49.1

47.5 45.1 I %9

95 100 105 110

::”: I ::”: ~ ::4 39:4 36:7 40:5 37.7 37.7 I 35.1

34.9 36 32.3 34 31.8 29.5 27.4 25.6 23.8 22.1

29.9 27.7 25.6 23.7 22

33.6 I

30.7 29.1 27.5 25.6 23.8 22.2

20.6 19.2 17.9

100

\ 94

100

94 94

60 o

94 0

94 94

64!94 60 ~

20.6 19.2 ;::;

135 140 145 150_ 165 160_ 165 170 175 180 I II

94 TAB 802S7 /802-!X3

rear I en arri&m3

-- .. . . . ..— —..-— . ..— —— ..— —-—

Les forces de Ievage 41!EAM4 L&meI!??l nnnh mwa

:;.5 ! E 6S 60.5 62 67 g::; ::9

9410 I 60 o I o

I ;:

%“5

:.5 68 g.

u 36 38 40

79.5

:::;

50 !94’0 OiOr 0!0!0 o~ 0/94

I 84.5

57:% I ~56 f %:: t 52.9 48.8 46.1 I 41.6 i 38.3 I 35.1

, 32.2 32.2 ! 29.7 30.9 / 27.3 29.7

140 145 150 156 160 165 170

x) 22 24 26 E

% 65 70 75 80 85 90

11over

saat chances

-01

Lifting heights. Haurteums

de Ievage.

“/0

13ft

t. t. ,—

“-\ -’\

\ \

\ 48

\ 82

\ \

\ %

------

115

132

148

. -..———.——— . .—..

164

180

0 197 ft.

at guyed telescopic boom. Ei@Cl Forces de 9evage a la fleche telescopique haubanee. Lifting

capacities

@!!i185ft.197ft ml ELoo E!, ....... 103 ft

85 ft

l19ft

138 ft

1s4 ft

172 ft

188 ft

197 ft >’ I

14 15 16 17 H 22 24 26 28 30 32 34 36 38 40 45

‘

:: 60 65 70 75 80 85 90 9s 100 105 110 115 120 125 130 135 140 145 150 155 160 165

400 397 384 372 362 343 328 315 303 289 274 258 244 231 218 205 177 155 136 121 107 96

137 136 135 133 132 130 128 126 124 122 121 120 119 118 117 115 106 96 87 79.5 73.5 69

272 272 271 270

; 194

x 266

~ ::: 194

~:~

244 234 225 216 207 199 179 158 140 $ 124 111 99 ~

! f

( \ \ 194

I I

I I /

218 ;::

I I 89.5 / ~.:

;:;

[ S&

!;~ ::

,32

210 203 :::

89:5 89.5

! ::::

1 :::

I ~~

S1-

i g;

;;.5

I 63.5

;:”5

g. 62

~ ;;;;

59.2 56.9 54.7 52.4 50.3 48.3 46.3

I 2:”: 58:2 I 56.2 54 j 51.6 48.4 47.4 45.6 43.9

x:: 41.1 38.8 36.3 34

! ::.: 39:3 I 37.9 36.4 34.1

:;:

1 ::

:::

I ::::

:::

‘ H:

I z:;

133

I :2

1 g::

:: Zii5 63 57.7

72:5 I X:;

i %2 I 65.6 I 53.2

M 109 102 E 78.5 72 ;:.6 S6.8 51.5 47.6

;!: ~

1 ::

i :: 83.6

I ::

62.5 52.1 57.7 , 49.7 63.4 47.7 49.5 46.8 4S.8 44 42.5 42.3 3!3.5 i 40.8 36.7 , 39.5 38.2 33.6

60;S 57.4 56 52 48.7 45.4 42.3 39.5 36.8 34.4 32.1 30

O O

0194 0!94

94 94 50 o

94!0 94 I 84 0 I

94 94 94

64 94 94 50

:: 34 36 38 40 45 50 55 60 657

, 64 64 64 , z 64 64

58.2 58.2 58.2 58.2 58.2 58.2 58.2

; ; ~ ! ;

ii 85= 90 95 100 105 no_ 115 120

I :

;

‘ ~ I I

1 ~ ,

;:: 136* 140 145— 160

‘

:::q

28:1

28.1

1667

26.3 24.7

26.4 24.7

170 175

94 64 94 64

23.2 100 100 100 100

180 019410,94! 0 5o194~94[o 0 0 I 50 010 94

i ~~ 82.5 82.5 82.5 82.5 82.5 82.5 82.5 82.5 82.5 80

148 ::!

96.5 88 80 73.5

]~~

170 175 1194 III IIII %~lo

( ;

194 194 190 182 175 168 154 142 131 122 p:

102 89:5 81 73.5 67

14 15 16

180 I II

Iv TA2

80302

@!433001bs

@E!iJ8.-?7ft Eil EL. I l19ft

103 ft

85 ft

138 ft

154 Pt

: 172ft

188 ft

! , ! / 1

15 16 17

I I

& 22 24 26 28 30

; ~ I ! ~

z :: 40 46 50

: I ]

400 397 384 372 362 343 328 312 295 277 258 240 225 210 195 182 155 134

137 ~ 136

I ;:: ; !

132 130 128 t 126

I j

:% ~~~

I I I 1 !

;:: 117 115 106 96

; 272 i 272 271 !%: ! 267 ! 266 % 244 234

194

1;: 194 I

i ~:

% 194 194 190 182

~ ::

I I

/ 137

% 154 141

i M ! $:.5I M I :%

[

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

1 ~ , I i I I ‘ \

~~”s

~ I

89.5 89.5 89.5 89.5 89.5 89.5 89.5

, 162 162 162 162 162

I ~ ! 132 132 I 132

‘

::::

l~& ;;5 :$:

:;: 154 135 118 104

143 130 1 117 104 I 92.5 , 83.5

%-5 84 59.1

%5 62’ 59.2

::”: 58:2 56.2

i PM I

%; 49.7 47.7 44.9 41.7 38.6 35.9

g“; 46:4 I 43 , 39.9 i 37 1 34.2 31.5

%“: 47:6 44.3 4~.~ 38.4 35.8 33.4

;;”9 47.3 44 40.9 38.1 35.5 33.2

%-3

;:.7 26.6 24.6 22.7 21 10.4 17.8 16.5

:!.;

g’

::.:

;;5

60.5 54.7 49.1 44.1

61% 58.4 55.6 53.2

62 56.6 51.8 47.3 42.9 38.9 35.3 32

.3;::

52.6 48.3 44.4 41 37.5 34.2

II i

I ~ 116 j

::: %

86 83.5 81

I I

82.5 82.5

%: 825 80”

%5 60:5 57.4

I ; : ~

:.: 22:5 20.7

1 II i j I

! I:94i

1’

I O!94i0

010!50

L&:!9:\:~5:

940 94 ::::

H x

%.5

58.2 58.2 58.2 58.2 58.2 58.2 58.2

89.5 89.5 87.5 82.5 77.5 72.5

‘~:%;

g~~gjwg,

~“5

218 218 218 218 215 210 203 196 189

I 94 94

9410i94 94

‘:

:~zz!;g

64 64 64 64 (3.&

94 94

‘

1% ‘: !

I I

40 45 50 55 60 65 70

! I

% 85

~ ;

;: 100 105 110 115 120 125 130 135 140

24:8 22.9 21.2

{

;:”5 16.6 15.3 100 100

;% 155 160

% 175 180

I I I II ;;

TAJ380303

-...

L.w.E!z

Lifting heights. Hauteurs de Ievcage.

Guyed telescopic boom. Fl~che telescopique haubanee.

213 !1

197

180

164

148

132

115 e

115

132

148

164

180

197 ft.

Lifting capacities at the IaWice fly iib. Forces de Ievage & la fleche~te treiRk fixe.

m...

— *

.-—

-. .-—

..-

I LTM1300

(2ELoo,b E

lifting heights. Hauteurs de Ievage.

E@E

Latticeflyjib. Flechettetreillis fixe.

3’17

323

312

295

279

262

246 230

213 197 m 180

7N-%-PH 148 132 115

82 65 50

33 17

‘9fl

—

Liftimg capacities

de Ievcqe

Forces

We hsffing lattice iib. fleche~te

treih

EiEEl

releva?de.

Fik’ft.ll,ft Lz!!!il.9ft-230ft m El..ooml.......@ I

85ft + 10ft*

r’-~~t \

69ft

34 36 38 40 45 50 65 60 66 70

E 85 90 95 100 105 110 115 120 125 130

140 14s 150 1s5 160 165 170 175 180 185 190 195 200 210 220 1adapter/

I 79 ! 74

60 60

I 37.4 =.8

i z:;

23.3

%: 27.9 27.7 27.5 27.3 27.2 27

%2, 22.8 22.8 22.7 22.5 22.3 22.1

M 17.2 17 17 16.9 16.7 16.5

34.8 26.9

22.1

16.5 /

34.6 34.4 34.2 34

22 f 16.4 ! 21.8 16.3 ! 16.3 i 21.8 21.7 16.1 ; 21.6 16 II 21.6 16 15.8 11 ~ 21.4 21.3 15.8 ; 21.2 15.7 I 15.5 I 21.1 21.1 15.3 I 20.9 1s.1 : 15 I : 14.8 I ~ 14.6 \

E.7 I % 35.9 59.2 47.5 35.7 58.8 ; 47.4 35.5 47 35.3 46.7 46.6 35.2 46.4 35

I 1 I I Ii’

26.8 26.7 26.7 26.5 26.4 26.4 26.2

/ I I

Iii pike

92ft il15ft 138ft

IG8 \ ! 67 66.5 ; 54.1 65.6 { 53.7 I 53.3 [ 41.2 40.8 /= i 52.7 ! 63.5 ! 52.3 40.4 51.8 40.1 61.3 39.7 51 39.3 50.6 38.9 38.7 38.4 ; 38.1 37.9 I 37.7 I I !

;:;

%::~ I

69ft

161 ft 184 ft;207 ft\230 ft

62.5 I 62 61.5 ! 49.9

%i~;l%

230ft

i%.5

::”5 / %:

‘

d’adaptatam

33.1 32.8 32.4 32 31.8 31.7 31.4 31 30.0 30.5 30.2 301 29:7

!%j38 40 45 50 55 60 65 70 75 80

25.4 25.1 i 19.8 I 24.8 i 19.7 i 24.6 i 19.5 ~~.3

% 1 11 [ 10.8 I

% 11s 120

2; .24 23.8 23.6 23.5

1 ;::: I 19.2 i 19 ; 18.9 i 18.9

I :::; 15 I 14.9 I 14.8 i 14.7

I ::; ,.

I 2“: ;:.; ~ ;:

...—-——.

--— .-—.—. .-. _ _—

‘

22.9 I 18.3

14.3

10.7 ~

135

22.6 i 18.1

14.2

10.6

140

I H , :;.9 M I :;:

R 21.9 I 17.8 17.7 17.7 17.5 y-:

I 13.7 I 13.6 1 13.5 I 13.4 ,::.2

10 9.9 9.9 9.7

155 160 165 170

;;:

12.9 12.9 12.7

9.5 9.5 9.3 9.1 8.7

, I I ! !

8.5 ] TA8

_—.

l19ft + loft*

92 ft 115 ft!138 ft,161 ft 184 ft 207ft

I105 !104 104 103 83.5 103 83 102 82.5 101 82 101 ~ 81.5 100 81 97.5 80.5

135

cat

185 190 195 200 210 220 80023.

, 1/2

IiiiEil::ft.l?.ft EE!5Lft.230ft El m... 1

154 ft + loft*

E5b

m430.0,bs I

172ft + loft*

! 69

50 55 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

42.1 41.8 41.4 41 40.7 40.3

92 ft

~ \ 33.8 I 33.4 33.3 I 32.9 ! 32.6 32.4 32 31.8 31.7

115 ft

138 ft

161

30.2 30 , 29.8 29.6 29.4 29.2

25.3 25.& 20.5 24.% i 20.3 / 24.8 I 20.1 %

15.7 15.5

I %3 2?2 H

I %;

;::

I ::”:

:;.2

i 23:2

18.9 18.7 18.5 18.4 18.4

t~.8 14.6 14.4 14.2 14.1 13.9 13.8 13.7 13.6 13.6 13.4

adapter/

8.5!

::: ;: ~~ 8.3 10.9 I 8.3 10.8 8.2 8 10.7 10.5 8 10.4 8 10.4 7.9 10.2 7.8 10.2 7.8 7.6 10 9.9 7.5 9.9 7.5 9.7 7.3 9.7 7.3 9.6 7.3 7.2

! 5.8 , 5.8 ( 5.7 5.6 I 5.6 5.4 5.3 5.3 6.1 ~ 6.1 i 4.9 : 4.9 I 4.8 4.6 1 4.6 , 4.5 : 4.4

w’

195

200 210 220 ●

ft 184ft 207 ft ;230 Pt! 69 ft ~ 92 ft l15Pt

, :.;

I 4:1

pkice d’adaptataur

‘

138 ft

161

ft. ! 184 ft ~

23.4 23.3 23.3 23.1 22.9 22.8 22.8 22.6 22.4

60 65 70

I 16.s 16.7 16.7 16.6 16.6 16.4 16.3 16.3 16.1 15.9 15.8

12.5 12.4 12.4 12.1 12.1 11.9 11.9 11.8 11.6 11.6 11.4 11.4 11.4

8.5 8.5 8.3 8.3 8.2 8 8 7.9 7.8 7.8 76 7“5 . 7.5 7.6 7.3 7.3

; 1:’ I 5.6 ; 5.5 5.3 ! 5.3 6.3 , 5.3 I 5.I I ::: ! 5.1 I 5.1

60 95 100 105 110 115 120 125

;::

i I \

;

i::l:::l l:.:~;g: . 4.9 4.9 \ 4.9

170 175 180 185 i 190 195 200 210 ~ 220 ~ TAB 80023.2

kifkimg heighfs. Huuteuws de levage.

@u!?!?-

Luffing lattice jib. F16chette treillis relevable.

396 It. 380

-J 347

246

65 \ 7

A 33

,JI \ ~-fit

-0---1 Telescopic

boom I Fleche

?----33

telescopique:

50 83°

-82-

’115

‘132”

148

164 ‘“ “180--197

213

230 ft.

Lifting capacities at the Juffing lattice iib wi~h guyed telescopic boom. Forces de ievage u la flechette treilk relevable avec ffleche telescopique haulxmee.

●

Ei5J:ft.ll,ft uz1169ft_230ft [.1[=13.00 (2ELooo @ 85ft

69 ft 80 85 90 95 100 105 110 116 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 210 220 230 2’40 250 260

●

adaptar

94.5 90 85 80

92 ft

l15ft

loft*

I1/’ 138ft

161ft

~lS4ft

207ft

230ft

I 76.5 74 69.5 66 63

69ft

92ft

! I I 59.8 \ 58.6 I 57.5

I* f %3 62.5 61 58.4 55.5 53 50.7 48.5

l19ft

I 49.3 49 48.8 48.5 47.4 45.4 43.5 41.8

49.5 48.7 48 47.3 46.5 45.8

,56.2

I I ! 36.3 I 36.1 / 35.8 35.5 35.3

Iii i:

~ I 26.9 I 26.8 26.5 26.1 26 25.8 25.6

161ft

1’184ft

~ )

21:4 21.2 ; 21 20.8 ~ 20.6 ; 20.4 20.3 1 20.1 1:::

207ft

~230ft

l“% ~

ijt;:g : i

~ 41.1

i!M

40.7 40.4 i 40.1

! ! i 32.7

I R

1 %2

I %

i al 31.7 31.5 31.3 31.1

120 ~,,;v;:;

25.4

~ R:: [ 18.4 ! 18.3 18.2

: I ! 14.4 : 14.3

~ /

i :!1

i ;:;:

‘ ,03

17.9 ] 17.7 17.5

14 I 13.8 ~ 13.6 13.6 ] 13.5

, 10.1 9.9 9.9 9.8 9.7 ~ 9.7 9.5

40-l~fi:~l~~jj~ 34.5 34.3 33.5 32.4 31.2

138ft

f I

28.1 27.9 / 27.6

115ft~

+ loft*

1! I

16.1 ~ 15.9 15.7 15.5 15.4 15.2 15

: : i

% 14.2

;

~ ,

I (

I ;/i

I I pi~ce d’adaptateur

% 24.9 I 24.’7 24.5 24.3 24.3

:: II

\ I I

1; I

;;!

I R ‘ I 1

;:; 170 175 180

y ;

2 210 220 230 240 250 260 TAB801O9,1

. ..

@w!?

iiislRLt.172ft m.9ft.230pt @Il m3600 m.oo.lb t!E I

\ 69 ft 105 110

:;: I %: 125 1 I

e ●

●

——-

adapter

92ft

~ l15ft

138ft ! 161ft ~ 184ft / 207ft

32.5 1 31.8

130 135 140 145 150 155 160 165 170 175 180 185 190 19.5 200 210 220 230 240 250 260 270

[ (

172ft + loft*

154ft + loft”

27.4, 26.9 j 26.3 ; 25.9 23.1 25.5 ~ 22.6

i I

123/ I 22.7 22.3 I 21.9 1 I

I.li ! :;:: ! I 17.2 I 16.8 I 13 16.5 12.8 ; 16.3 12.6 ! ~ 16.1 ~:1:11 I 15.8 .

d’adaptateur

.. . ..—--- . ------- —— --—— ——

(

I I

1 I I 18.4 [ ‘ 18 i ‘ 17.7 I 17.3 ! 13.9 ~ ;;.; 13.6

I “’;:: 113

‘in”” I ;;: 1

IRI

i 5.8 I 5.8

3.4 3.2

I 8.3

, :::

;::

5.3 5.3

3.1 3! 2.9

;

9.9 7.2 9.7 I 7.1

i %“

I Y7\4!

iq::~fl 8.8

i I

6.3

3.9

165 170 175 180 185 190 195

z l:’:! 3.4 I

I TAB

.... . ..

125 130

Ill:%

l::i

8.5 8.3

;

138ft I 161ft

::;\fi[y

l15ft

12.8 12.6 12.5

i;; ! R i H

; 92ft

111%

69ft

1’

I z:: ‘ 21.5 21.2 20.8 20.4

/ piha

230 ft

230 240 2s0 260 270 80109.2

L;ftingheights at the [Wing

Iattice @

with guyed telescopic boom. Hauteurs de levage a la fieche~te treiIIis relevabie

avec fleche te{escomique

EEiiC

haubanee.

-363

347

328

312

295

279

262

246 230 213

197

180

164

148

132

115

99 82 65 50

33 17

Telescopic

boom/ Y?leche telescopique:

68째

115

132

148

164

180

197

213

230

246

262

279

0 295 ft.

fl.

:—20,31 :—1

/2,, 3,7”/2$,

~7’2i/z ~so’’l’l”

c’+ -!

41 “ H7

1 ;

A...T

14.00

e *

lowered

/abaiss6

R 25

13’3/4”

Dimensions

A 6“’* 12,63,,4,,

D13’11/2”

E ~13y4-

I Encombroment

IF Id

,;2 . .

17”

B 16.5°

“

9“

Weagnlrs.

I LTM1300

Poids.

F+ l.---.) Axle Essieu

26400

lbs

Total weight

~4’5

26400

Poids total

16!71

26400

184800

m I

Load (kips)”

No. of lines

No. of sheavea

Forces delevage(kips)

Brins

Poulies

440 12 370 9 300 7 ! 226 5 150 3 1 1 66 I 22 IIThe s~etY re@ations of the respective country shall be applicable. Les specifications de sdcurit&du pays concern~ seront en vigueur.

Weight lbs

I I ~

5940 5280 5390 4290 3190 1670 860

Poids lbs

24 19 15 11 7 3 1

I I

Working speeds. Vitesses. m I I

mph

o mph

1 .~~a .

3.75

Drive

infinitely

en continu

R *

8.6

18%

32 ‘%

14.00

R 25

m M&anismes

o _ 492

variable

ft/min

Rope diameter

I Diam&re single line

ftfmin au brin simple ft/min single 0-492

1.3

line

ft/min au brin simple

I Rope length

I Max. single lirtepuH

duc&ble /Longueurduc&ble

Effort au brin maxi,

9V,.S’”11640’

22420

Ibs

‘VT6”I 2000’

22420

lbs

rpm

approx.

70 seconds to reach 83° boom angie

approx.

7012401490

l----++-‘nv-vs’”sq”’’830 -env. 701240

1490s

seconds

for boom exten;ion

from 69 t I Ig I 197~< (incl. locking)

pour passer de 69 I 119 t 197 ft (incl. verrouillage)

Truck chassis.

I LTM1300

Frame:

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

Outriggers:

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 truck chassis. Diesel, 12 cylinder, watercooled, make Daimler-Benz, type OM 444 A, output 390 kW DIN (530 HP) at 2100 rpm, max. torque 1734 lbs-ft at 1100-1500 rpm. Fuel tank capacity: 162 gallonsAllison type CLBT 755 automatic transmission with torque converter and hydrodynamic retarder brake. 5 forward speeds, 1 reverse. Splitter gearbox with differential and off-road range. Heavy duty crane truck axles, all 7 axles sprung. Axles 1 to 3 and 6 and 7 steered. Axles 1,3,4 and 5 are planetary axles with differential locks. All axles are hydropneumatically sprung with automatic levelling. Load equalization between axle pairs. 14 t$res, all axles with single tyres. T~e size: 14.00 R 25.

ngine:

Transmission: Axles: Suspension: Tyres:

all-welded construc-

Steering:

ZF semi-unitary hydraulic power steering, dual circuit system, with hydraulic servo mechanism and auxiliary pump circuit.

Brakes:

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 range of instruments.

Driver’s cab: Electrical

system:

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

Crane superstructure.

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.

rame:

Crane engine:

Diesel, 6 cylinder, watercooled, make Daimler-Benz, type OM 447A, output 213 kW DIN (290 HP) at 1800 rpm, max. torque 950 lbs-ft at 1000-1600 rpm.

Crane drive:

Diesel-hydraulic, with 5 axial piston swiveling output regulation.

Crane control: Main winch:

By self-centering

pumps with servo control and automatic

control Iever, movable in 4 directions (cross-control

arrangement).

Axial piston motor, full hydraulic power up and down. Hoist drum with integrated planetary 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 hydraulic system against pipe and hose fracture.

Luff ing gear: Slewing gear: Crane cab: Safety devices:

Telescopic boom:

1 boom pivot section and 4 telescopic sections. All sections separat hydraulically extendable. Boom length: 51 ft -197 ft.

Electrical

24 Volts DC, 2 batteries.

system:

Additional

equipment.

attice jibs: isting gear 2:

Other items

of equipment

Luffing lattice jib 57 ft – 230 f t, lattice fly jib 34 f t -138 For two-hook operation or to luff the lattice fly jib. available

on request.

f t.