Liebherr-1000 Ton LG LTM 11000

\

LIEBHERR

LG/LTM 11000

ANTHONY

iooo TON

CRANE, INC.

COMPLETELY ROADABLE CRANE

325 ft MAIN BOOM -300 ft JIB

.“@--

Technical description.

Truck chassis.

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

4 hydraulic swing-out beams with support pad jacks.

Frame: Outriggers: Engine:

Diesel, 12 cylinder, watercooled, make Dairnler-Benz, type OM 444 A, output 390 kW DIN (530 HP) at 2100 rein-t, max. torque 1813 lbs-ft at 1300 rain-’.

Fuel tank capacity: 132 gallons.

Allison type CLBT 755 automatic transmission with torque converter and hydrodynamic retarder brake. 5 forward speeds, 1 reverse. Splitter gearbox with differential and clifferential lock, of f-road range.

Transmission:

Axles:

Heavy duty crane truck axles, all 8 axles sprung. Axles 1 to 4 and 7 and 8 steered.

Axles 1,2,”5 and 6 have planetary reduction gears with differential locks.

Suspension:

All axles are hydropneumatically sprung with automatic levelling. Load equalization between all axle pairs. Suspension can be hydraulically locked.

24 tyres. Axles 1,2,5 and 6 with singele tyres, axles 3,4,7 and 8 with twin tyres.

‘I@e size: 14.00 R 25.

-es: Steering

ZF semi-unitary hydraulic power steering with 2 pump circuits. Main pump circuit driven from engine, auxiliary pump circuit from final drive.

Brakes:

Service brake: servo assisted air brakes acting on all wheels, dual circuit system.

Hand brake: spring-action, acting on all wheels of axles 2 to 7.

Driver’s

cab:

Electrical

Large-area, all-steel cab with resilient mountings, of instruments.

system:

safety glass windows and full range

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

Crane superstrudure.

Frame:

Self-manufactured, torsion resistant, welded construction of high-tensile nected to chassis by a 3-row roller slewing ring, 360” slewing range.

steel. Con-

Engine:

10 cylinder Daimler-Benz Diesel, type OM 423 A-turbo, watercooled, output ace. to DIN 70020-300 kW (408 HP) at 2100 rein-’, max. tnrque 1216 lbs-f t at 2100 rein-’.

Fuel tank capacity: 177 gallons.

Crane drive:

Hydraulically by pump transfer case and 5 axial piston variable displacement pumps with capacity control; closed hydraulic circuits.

Servo control with electronic synchro nizing device on hoisting winches. Energy recycling during lowering of load. All motions controlled independently by joystick selectors. . .

4 winches, hydraficdly controlled by axial piston variable displacement pumps and planetary gears. Spring-loaded multi-disc brakes with hydraulic release.

Hydraulically controlled by axial piston pump and planetary gear, spring-loaded multidisc brake with hydraulic release. Infiitely variable slewing speed 0-1,2 rein-’.

Crane controI:

Winches: Slewing

gears:

Counterweight: Operator’s cab: Safety

Electronic load-moment limiter, hoist limit switch, safety valves to protect hydraulic system against pipe and hose fracture.

devices:

Electrical

441000 Ibs, consisting ofi 1 base slab of 35300 lbs. 12 slabs of 22000 lbs each and 4 slabs of 13200 lbs each and 4 slabs of 22000 Ibs. Sheet steel design with safety glazing, movable sideward and inclinable .- to the rear; including operating equipment and check instruments.

system:

24 V DC -2

batteries, 143 Ah each.

-. B64Srn cotifi~uti-&ii6-mS0-‘*----” Heavy-weight

design:

SL – SLN

- -‘-

——— . .--—----—

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u9menslons.

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Dimensions.

25°

253

Cab m worimg

posmon

/

w, —.

——

‘

Cab m road-travel positron w,lho.t telescopic bmxn

./

—-.

_

->.,=

Weights.

0

#1-

IIFii L

/

1112

Axle

lbs

! 28455

ml

I 26455

3

4

~ 26455

! 26455

‘

‘

26455

28455

7

8

I 26455

26455

211641

<5

Load

No. of sheaves

(kipS)

772 518 205 90 32

No. of lines

Weight lbs

31 19 7 3 1

11023 8818 4409 2646 1322

15 9 3 1

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.

..

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

Working speeds.

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Total weight

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mph

o“ mph .=:.

0

s=

2

3

4

9.1

12.8

20.3

30.2

42

9

18%

4.7

7

11.2

16.4

23.2

5

34%

14.00

@

5

IR

1

R 25

m infinitely

Drive

~

variable

Rope diameter / Rope length

0-425

ft/min single line

0-475

Wxninsingleline

0-475

ftkin

I

Max. single line pulJ ‘

31460

Ibs

31460

lbs

1%” 12950”

31460

Ibs

‘1%’ ’1820”

40451

lbs

1%” / 1970’

1“/3500’

I

I

.2x

165

single line

ftlminsingle

line

--

;,

1

0 – 1,2

360° o

IILuffingjlbgear

IILuffing gear

rein-i

. . . . .. . ... . . ..... .+. ...... ... . .

.

——

Lifting heights at Sk boom.

I

!

347

328

312

295

279

262

246

230

213

O.

197

I

180

164

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99

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132

-“148“”

164

180

197

I 213

0 230

246

262

279

fi

ft.

——.—.—-.-—..

——— —-.

—

Lif#img capacities at SL boom.

(ziiil,,ft..,,ft m m.o.EELo.olbsE .

85!ii(

I 69 ft

:

I

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92ft

!

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138 ft

l15ft

161 ft

207 ft

184ft

230 ft

253 ft

l!

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276 ft

I 14 15 16 17 18 19 20 21 22 23 24 26 28 30 32 34 36

1400 1316 124.2 1181 1129 1078 1029 988 938 884 865 825 787 751 719 683 644

38

612

40

581

46 50 55 60 65 70 75 80 85 90 95

516 464 420 382 346

‘

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,

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599

588

574

573

!

540

569 506 454 411 374 343 317 294 272 252

558 496 445 402 366 335 309 286

545 484 434 392 356 326 300 278

544 482 432 390 354 323 298 275

;

525 474 427

450 418 388

; 335

334 312 ~ 29:

385 349 319 294 272

361 335 311

, 312 / 292 I 274

256 240

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180 190 200 —

I

capaoitles abeve 849 Mps only with speciaf equipment over rear (special beam head and another support base).

.-. —-.–-—.

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* Pmmlssible wind speed

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299 ft ~

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Lmiq

capacities

1 _

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65 % ‘%

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172 161 160

110 115 120 125 130 135 140 150 160 170 180 190 200 210 220 230

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125 111 119 108 113 106 108 104 :),5 1 !335 l~j~ 82 68

I

%1 260 270 280

314 289 310 282 302 275 294 { 268 277 262 241 252 238 219 202 183

1%/% % K Ii% k :8 1%569.5 170 165 140 /121 68.5 i 59.3

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264 254 247 240 234 226 217 202 188 175 164 154 144 131

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69ft[92ftil15ft

280 ‘ 271 247

256 249 243 236 223 206 189

I I I i I I I

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204 200 195 191 187 183 179

157 148

1s4 146

174 171 167 184 180 157

148 145 142 139 137

147 128 142 125 137 /122 1291120 1231117 1171114 111 110 100 101

276 272 267 252 1123 102 I 1121 ,101 i /119 1116

109 I 107 I 105 I 103 I 101 99 I 97 I 93.5!

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250 245 240 235

225 218 212 205

195 191 1861161 1S2 1158 136

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160 !140 i121 103 I 87 156 137 ’119 101 i 85.5 I 69.5 I 59.7 49.8 149 134 1117 48.8 99.584 .5188.5158.7 1401132 !115 97.5i 83 67.5157.8 47.9 1321129 )112 68 /82 ’67 /56.9 47 125 125 110 94.5180.5 i 66 ,56 46.2 116 ,120 I109 92.5179 6S I 55.2 45.3 1051114 1107 91.5i 78 ,84.5 i 54.3 ,44.5 103 ilol 88.575.5162.5152.7142.9 91 92.5 85.5I 73.5 I 61 ~51.2 I 41.5 72.5 84.5 83 i 71 ~59.7 I 49.7 I 40.1

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64.5i 64.560 I 49.1:39 59.758.4147.7 38

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1% 105 110 115 120 125 130 135 140 150 180 170 180 190 200 210 220

138 ft 161 ft 184 f+.i207f ;

130 123 113 103

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200 210 220 230 240 250 280 TIIE49193.2

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184R 69 ft 92 f t 115ft138 f t 161 50

272 269 243 215 266 239, 209 264 I,?35 202

z 65

70 75 80 85 601 19: 105 110 115

261 231

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135 140 150 160 170 180 180 200 210

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165 ,143%,122 161 ’140 120 ‘158 !137 118 155135 116 :151 132 114 149 1130 112 ,146 ,127 110 108 ! 144 !125 ~ 140 133

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252 227 226 I223 186 168 219 182 j207 178 195 174 ,179 I171 !169 , I161 I152 ‘

120 125.

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192 I 169

212 208

186 t 165 182 161 139 ‘

204 200 196

177 173 166

157 136 ~117 153 133 I115 149 130 I112

% 180

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II ( 97.5 I 95,5 i

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46” 38.4 i 44,7 37.2 I 43.4 36.1 I :::

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TAB 49193.4

r

.= == = =-=

with : with

352700 441000

lbs lbs

0

LifZiflg Baeighk d SIN Iwwatfiib

cembi6naSiem.

581ft.

564 547 530 513 496 479 462 446 429 413 396 380 363 347 328 312

Irt-t

295

1

// 279 262 246 230 213 197 180 164 148 132 115 99 82 65 50 33 .—

‘a

—.——

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0 SL boom:

87°

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17 33 50

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65 82 99 115 132148164180197

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213.230246262279295312

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LifEing capuci~ies at SLN boomfiib combina~ion.

c

‘- Cz!ikL.lft kii?!!l,f-,ft (i!51@l..eLiLbs 850’0 l15ft

92 ft

;,

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I 187 I I 177 175 ~ , i!

168 1;, 167 I 159 152 151 I 145:144, 142.

139 I138 I 136 I

95 100 105 110 115 120 125 130 135

181 171 183 155 148

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220

59.6

23o 240

55.6

II

250

56.7

47.2

54.9

46.4

38.3

53.3

52.2

45.5

I 37.5

49.8

48.7

44.7

36.7

45.6

43.9

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1181117~ 115!

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13:

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138 ft -n

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120

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131

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280 290 300

;

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111 ’109 108 Ilol 100 99

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1:

15;

125 130 135 140 150 160 170 180

i

33.3 I 30.9127.7 /

M

260 ~~ 270 280 280

300 310 320 330 340 % TAE49105.2

513 ft.

\

-496 479 -462 446 429

380 363 347 328 312

v--r

295 279 262 246 230 213 197 180 164 148 132

P

1 .a ‘“‘-

0

17

.—..

SL boom:

33

I=EE ““’’’’’ 115

99 82

65 50

33

17

50

65

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— ——— -..—.

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115 132 148 164 180 197 213 230246262279295

312 32834736338

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125 130 135 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280

128 123 118 113

I

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