1/23/19

MEC-MKT-1285
Transition
290HC/132HC
16'- 3" 40'- 9" 6 x 13'- 7" (4.14m) = 81'- 6" (24.84m) 13'- 7" 22'- 6" 6 x 8'- 2" (2.5m) = 49'- 1" (15.0m)
4.95m 12.42m 4.14m 6.85m

290 H C b a se section Sta n d a r d 290 H C tower section s 132 H C b a se section Sta n d a r d 132 H C tower section s

Configuration I
290 HC Undercarriage
19'-8" (6.0m) Gauge
6'-0"
132 HC

with 132 HC/290 HC Tower

1.83m

7'-7"
2.3m

max. 234 ft (71.2m) HUH on undercarriage

max. 218 ft (66.6m) HUH on concrete foundation
Transition
200HC/132HC

16'- 3" 40'- 9" 10 x 13'- 7" (4.14m) = 138'- 10" (41.4m) 13'- 7"
4.95m 12.42m 4.14m

290 H C b a se section Sta n d a r d 200 H C tower section s

undercarriage
concrete foundation
Configuration II
290 HC Undercarriage
19'-8" (6.0m) Gauge

max. 216 ft (66.0m) HUH on

max. 201 ft (61.3m) HUH on
7'-7"
2.3m

with 132 HC/200 HC/290 HC Tower

Transition
200HC/132HC
16'- 3" 29'- 0" 2 x 13'- 7" = 27'- 2" 13'- 7" 22'- 6" 9 x 8'- 2" (2.5m) = 73'- 8" (22.5m)
4.95m 8.85m 2 x 4.14m = 8.28m 4.14m 6.85m

200 H C b a se section 200 H C tower section s

undercarriage
132 H C b a se section Sta n d a r d 132 H C tower section s

concrete foundation
Configuration III
290 HC Undercarriage
19'-8" (6.0m) Gauge

max. 192 ft (58.6m) HUH on

max. 177 ft (53.9m) HUH on
with 132 HC/200 HC Tower
22'- 6" 14 x 8'- 2" (2.5m) = 114'- 7" (35.0m)
6.85m
164 ft (50.0m)

132 H C base section Sta n d a r d 132 H C tower section s

32'- 10"

concrete foundation
10.0m
with 132 HC Tower
8t

Configuration IV

max. 148 ft (45.1m) HUH on

FREESTANDING
132 H C lon g tower section

(traveling and stationary)

N O TE! See h ook h eigh t ch a r ts in sid e.
Hammerhead Tower Crane

1
 132 HC

18'-8"
168'-4" (51.3m)
5.7m
Jib Tip Radius

7'- 3"
2.2m
13'- 5"
4.1m
46'-3" 3'-10" 164 ft (50.0m)
14.1m 1.16m
4,850 lbs
2 200 kg

N O TE: See h ook h eigh t ch a r ts b elow.

148 ft (45.0m)

5,840 lbs
2 650 kg
14 x 8'- 2" (2.5m) = 114'- 7" (35.0m)
Sta n d a r d 132 H C tower section s

131 ft (40.0m)

7,055 lbs
3 200 kg

NOTE: Consult Morrow for specific

115 ft (35.0m)
information regarding alternate foun-
8,820 lbs dation details, dimensions, reaction
4 000 kg forces and slab opening require-
ments.
98 ft (30.0m)
FREESTANDING
11,025 lbs
5 000 kg
(stationary)
Ba se tower section

82 ft (25.0m) IMPORTANT: Please consult crane's

22'- 6"
6.85m

operation manual before erecting,

14,110 lbs operating and dismantling crane.
6 400 kg
8 3/4"
220mm NOTE: Alternate tower combinations
possible. Contact Morrow for addi-
tional information.
HOOK HEIGHTS
No. of Tower Hook Height Hook Height No. of Tower Hook Height Hook Height No. of Tower Hook Height Hook Height No. of Tower Hook Height
Tower Configuration Concrete Foundation 6m Undercarriage Tower Configuration Concrete Foundation 6m Undercarriage Tower Configuration Concrete Foundation 6m Undercarriage Tower Configuration Concrete Foundation
Sections I ft m ft m Sections II ft m ft m Sections III ft m ft m Sections IV ft m
0 290HC BTS-40 51.8 15.8 67.0 20.4 0 290HC BTS-40 51.8 15.8 67.0 20.4 0 200HC BTS-29 40.1 12.2 55.3 16.9 0 132HC BTS-22 33.2 10.1
1 290HC STS 65.4 19.9 80.6 24.6 1 200HC STS 65.4 19.9 80.6 24.6 1 200HC STS 53.6 16.4 68.9 21.0 1 132HC STS 41.4 12.6
2 290HC STS 78.9 24.1 94.2 28.7 2 200HC STS 78.9 24.1 94.2 28.7 2 200HC STS 67.2 20.5 82.5 25.1 2 132HC STS 49.6 15.1
3 290HC STS 92.5 28.2 107.8 32.9 3 200HC STS 92.5 28.2 107.8 32.9 3 Transition 80.8 24.6 96.1 29.3 3 132HC STS 57.8 17.6
4 290HC STS 106.1 32.3 121.4 37.0 4 200HC STS 106.1 32.3 121.4 37.0 4 132HC BTS-22 103.3 31.5 118.5 36.1 4 132HC STS 66.0 20.1
5 290HC STS 119.7 36.5 134.9 41.1 5 200HC STS 119.7 36.5 134.9 41.1 5 132HC STS 111.5 34.0 126.7 38.6 5 132HC STS 74.2 22.6
6 290HC STS 133.3 40.6 148.5 45.3 6 200HC STS 133.3 40.6 148.5 45.3 6 132HC STS 119.7 36.5 134.9 41.1 6 132HC STS 82.4 25.1
7 Transition 146.9 44.8 162.1 49.4 7 200HC STS 146.9 44.8 162.1 49.4 7 132HC STS 127.8 39.0 143.1 43.6 7 132HC STS 90.5 27.6
8 132HC BTS-22 169.3 51.6 184.6 56.3 8 200HC STS 160.4 48.9 175.7 53.6 8 132HC STS 136.0 41.5 151.3 46.1 8 132HC STS 98.7 30.1
9 132HC STS 177.5 54.1 192.8 58.8 9 200HC STS 174.0 53.0 189.3 57.7 9 132HC STS 144.2 44.0 159.5 48.6 9 132HC STS 106.9 32.6
10 132HC STS 185.7 56.6 201.0 61.3 10 200HC STS 187.6 57.2 202.9 61.8 10 132HC STS 152.4 46.5 167.7 51.1 10 132HC STS 115.1 35.1
11 132HC STS 193.9 59.1 209.1 63.7 11 Transition 201.2 61.3 216.4 66.0 11 132HC STS 160.6 49.0 175.8 53.6 11 132HC STS 123.3 37.6
12 132HC STS 202.1 61.6 217.3 66.4 12 132HC STS 168.8 51.4 184.0 56.1 12 132HC STS 131.5 40.1
13 132HC STS 210.3 64.1 225.5 68.7 13 1 132HC STS 177.0 53.9 192.2 58.6 13 132HC STS 139.7 42.6
14 1 132HC STS 218.4 66.6 233.7 71.2 1
Remove top climbing unit from crane prior to operating crane at maximum hook height. 14 2 132HC STS 147.8 45.1
2
Lower top climbing unit to base of crane prior to operating crane at maximum hook height.

MEC-MKT-1285
1/23/19

2
 132 HC

46'-3" 168'-4"
14.1m 51.3m

13 x 8'- 2" (2.5m) = 106'- 5" (32.5m) m a x .*

7'-3" (2.2m)
3'-11"
Min. hook position
1.2m
9 x 8'- 2" (2.5m) = 73'- 8" (22.5m)

8'- 2"
2.5m

*Hydraulic Top
NOTE: If hook height exceeds 330 ft (100m), Climbing Unit
100'- 3"
30.56m

6'-0"
the number of tower sections above the upper-
1.83m
most tie-in location MUST be reduced by 1 tower
section.

* Lower the top climbing unit to the uppermost tie-

10 x 8'- 2" (2.5m) = 81'- 10" (25.0m) m a x .

5 x 8'- 2" (2.5m) = 40'- 11" (12.5m) m in .
30'- 4" m in .
9.25m min.

in prior to operating crane at maximum hook

height.
Hydraulic bottom
16'- 5"
5.0m

climbing unit

BOTTOM CLIMBING [Site conditions

with 132 HC Tower Sections Centerline
dependent]
(inside structure) of Crane
Anchor
Face of
Shoe Tie-In
Tie-in Structure
Assembly
Collar
[Site con d ition s
d e p e n d e n t]
w h e n cl i m b i n g .
D i r e ct i o n o f j i b

132 HC base
1 x 22'- 6" (6.85m) + 11 x 8'- 2" (2.5m) = 112'- 7" (34.35m) m a x .
1 x 22'- 6" (6.85m) + 4 x 8'- 2" (2.5m) = 55'- 3" (16.85m) m in .

tower section
Reinforcing
steel each way
Elevation
➜

Tie-in Connection plate

Foundation Struts by contractor
anchors (4) 6'-7" (2.0m) min.
5'-1"
18'-0" (5.5m) max.
1544mm
Reinforcing
steel each way
TIE-IN ASSEMBLY
(Plan View)
1544mm
5'- 1"

NOTE: The tie-in assembly shown is an example

Plan View of a typical installation. Please note, however,
2"

mm
7'-

84 that factors determining the installation of tie-in

21
assemblies may vary due to project specific crite-
ria. Contact Morrow for information regarding
TOP CLIMBING
dimensions, reaction forces, tie-in locations and
FOUNDATION DETAILS slab opening requirements.
with 132 HC Base Tower with 132 HC Tower Sections
(concrete slab) (tied to structure)

MEC-MKT-1285
1/23/19

3
 132 HC

Radius and Capacities

Hook 2-Part Line ft 40 50 60 70 80 82 90 98 105 110 115 123 131 139 148 156 164
Radius Max Capacity – Radius m 12.2 15.2 18.3 21.3 24.4 25.0 27.5 30.0 32.0 33.5 35.0 37.5 40.0 42.5 45.0 47.5 50.0
164 ft 17,635 lbs – 54.5 ft lbs 17,635 17,635 16,180 13,710 11,815 11,175 10,010 9,060 8,355 7,825 7,560 6,945 6,415 5,950 5,555 5,180 4,850
50.0m 8 000 kg – 16.6m kg 8 000 8 000 7 340 6 220 5 360 5 070 4 540 4 110 3 790 3 550 3 430 3 150 2 910 2 700 2 520 2 350 2 200
148 ft 17,635 lbs – 56.8 ft lbs 17,635 17,635 16,910 14,350 12,370 11,705 10,495 9,500 8,765 8,200 7,935 7,300 6,745 6,285 5,840
45.0m 8 000 kg – 17.3m kg 8 000 8 000 7 670 6 510 5 610 5 310 4 760 4 310 3 975 3 720 3 600 3 310 3 060 2 850 2 650
131 ft 17,635 lbs – 58.7 ft lbs 17,635 17,635 17,550 14,945 12,875 12,190 10,935 9,900 9,125 8,555 8,270 7,630 7,055
40.0m 8 000 kg – 17.9m kg 8 000 8 000 7 960 6 780 5 840 5 530 4 960 4 490 4 140 3 880 3 750 3 460 3 200
115 ft 17,635 lbs – 62.0 ft lbs 17,635 17,635 17,635 15,875 13,690 12,960 11,640 10,535 9,735 9,125 8,820
35.0m 8 000 kg – 18.9m kg 8 000 8 000 8 000 7 200 6 210 5 880 5 280 4 780 4 415 4 140 4 000
98 ft 17,635 lbs – 64.6 ft lbs 17,635 17,635 17,635 16,580 14,285 13,535 12,170 11,025
30.0m 8 000 kg – 19.7m kg 8 000 8 000 8 000 7 520 6 480 6 140 5 520 5 000 2-Part Line
82 ft 17,635 lbs – 66.9 ft lbs 17,635 17,635 17,635 16,930 14,815 14,110
25.0m 8 000 kg – 20.4m kg 8 000 8 000 8 000 7 680 6 720 6 400

Capacity

18,000 lbs/8 165 kg 17,635 lbs (8 000 kg)

2-Part Line
15,000 lbs/6 805 kg 14,110 lbs
6 400 kg

12,000 lbs/5 445 kg 11,025 lbs

5 000 kg

8,820 lbs
9,000 lbs/4 080 kg 4 000 kg
7,055 lbs
3 200 kg
5,840 lbs
2 650 kg 4,850 lbs
6,000 lbs/2 720 kg
2 200 kg

3,000 lbs/1 360 kg

0
Jib Radius in feet 0 10 20 30 40 50 60 70 82 98 115 131 148 164
in meters 0 3.0 6.1 9.1 12.2 15.2 18.3 21.3 25.0 30.0 35.0 40.0 45.0 50.0

MEC-MKT-1285
1/23/19

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 132 HC

Hoist Speed and Capacity

Hoist Unit WiW271RX108 2-Part Line
82 hp (61 kW) AC hoist unit Gear Capacity Line Speed Capacity Line Speed
3-speed gearbox
Electromagnetic gear shifting 1 up to 17,635 lbs @ 52 fpm up to 8 000 kg @ 16 m/min
Eddy current brake
2 up to 9,590 lbs @ 187 fpm up to 4 350 kg @ 57 m/min

LS-164 3 up to 3,745 lbs @ 361 fpm up to 1 700 kg @ 110 m/min

NOTE: Capacities and line speeds indicated will vary depending on the amount of hoist rope installed. This crane model may be equipped with a hoist unit other than that
specified in the data above. To verify, check the serial number of the crane and refer to the Liebherr 132 HC Operation Manual for additional information.

Motor Information
Driv e Unit Horsepow er Kilow at t s Speed
Trolley (2-part line) 5.4 hp 4.0 kW 39 - 128 - 240 fpm 12 - 39 - 73 m/min

Swing (fluid coupling) * 2 x 6.7 hp 2 x 5.0 kW 0.9 rpm

Travelling (fluid coupling) 2 x 4 hp 2 x 3.0 kW 82 fpm 25.0 m/min

* NOTE: Jibs up to and including 131-ft (40.0m) hook reach require only one swing motor; jibs with 148-ft (45.0m) hook reach and longer require two swing motors.

Power Requirements
Power supply: 3-phase 480 V, 60 Hz; 3-wire plus ground; no Neutral.
480 V phase-phase, 277 V each phase to ground with 120° phase shift between phases.
Service size: 150 Amperes

NOTES:
1. For electric power provided by an electric utility, do not use open Delta transformers.
2. For electric power provided by a generator, the minimum generator size required is 300 kW. A properly sized generator is
critical to the safe operation of the crane.

Specifications subject to change without prior notice. For additional information, contact Morrow Equipment.

MEC-MKT-1285
1/23/19

5
 132 HC

Component List

Descr ipt ion Dimensions Weight Descr ipt ion Dimensions Weight
LxWxH LxWxH
Tower Top H 18'- 9" x 4'-9" x 5'-1" 3,030 lbs Jib Section ➀ H 33'-7" x 5'-2" x 6'-0" 3,925 lbs
L W
5.72m x 1.46m x 1.56m 1 375 kg #611 L W 10.24m x 1.58m x 1.83m 1 780 kg

Slewing Assembly H 19'- 1" x 8'- 8" x 7'- 7" 14,500 lbs Jib Section ➁ H 33'-10" x 4'-0" x 5'-7" 2,600 lbs
(Complete) 1 L W
5.82m x 2.65m x 2.3m 6 575 kg #621 L W 10.3m x 1.23m x 1.7m 1 180 kg

Slewing Assembly H 14'- 1" x 8'- 8" x 7'-7" 9,450 lbs Jib Section ➂ H 33'-10" x 4'-0" x 5'-7" 3,040 lbs
Upper Part 2 L W
4.3m x 2.65m x 2.3m 4 285 kg #622 L W 10.3m x 1.23m x 1.7m 1 380 kg

Slewing Assembly H 5'- 0" x 7'- 5" x 7'-1" 5,050 lbs Jib Section ➃ H 33'-10" x 4'-0" x 5'-7" 2,095 lbs
Lower Part 3 L W
1.52m x 2.26m x 2.17m 2 290 kg #631 L W 10.3m x 1.23m x 1.7m 950 kg

Hoist Unit with Frame4 H 7'-6" x 13'-6" x 5'-6" 10,580 lbs Jib Section ➄ H 17'-5" x 4'-0" x 5'-7" 1,070 lbs
82 hp (61 kW) L W 2.29m x 4.1m x 1.68m 4 800 kg #632 L W 5.3m x 1.23m x 1.7m 485 kg

Counterjib 5 H 36'-1" x 7'-10" x 4'-5" 5,510 lbs Jib Section ➅ H 17'-10" x 4'-7" x 5'-9" 1,115 lbs
L W 11.0m x 2.4m x 1.34m 2 500 kg #641 L W 5.44m x 1.43m x 1.76m 505 kg

Counter weight H 3'- 11" x 11" x 6'-9" 3,640 lbs Jib Assembly 6 165'-4" x 5'-2" x 6'-0" 15,695 lbs
Block A 1.19m x 0.28m x 2.05m 1 650 kg 164-ft (50.0m) ➀➁➂➃➄➅ 50.4m x 1.58m x 1.83m 7 120 kg
L W

Counter weight H 3'- 11" x 11" x 4'- 1" 2,205 lbs Jib Assembly 6 148'-11" x 5'-2" x 6'-0" 14,640 lbs
Block B L W 1.19m 0.28m x 1.25m 1 000 kg 148-ft (45.0m) ➀➁➂➃➅ 45.4m x 1.58m x 1.83m 6 640 kg

Base Tower Section H 22'- 6" x 6'-0" x 6'-0" 5,355 lbs Jib Assembly 6 132'-7" x 5'-2" x 6'-0" 13,670 lbs
132 HC L W 6.85m x 1.83m x 1.83m 2 430 kg 131-ft (40.0m) ➀➁➂➄➅ 40.4m x 1.58m x 1.83m 6 200 kg

Long Tower Section 32'- 10" x 6'-0" x 6'-0" 7,055 lbs Jib Assembly 6 116'-2" x 5'-2" x 6'-0" 11,685 lbs
➀➂➃➅
H

132 HC L W
10.0m x 1.83m x 1.83m 3 200 kg 115-ft (35.0m) 35.4m x 1.58m x 1.83m 5 300 kg

Standard Tower Section 8'- 2" x 6'-0" x 6'-0" 2,160 lbs Jib Assembly 6 99'-9" x 5'-2" x 6'-0" 10,580 lbs
➀➂➄➅
H

132 HC L W
2.5m x 1.83m x 1.83m 980 kg 98-ft (30.0m) 30.4m x 1.58m x 1.83m 4 800 kg

Transition Section 13'- 7" x 7'- 7" x 7'-7" 5,290 lbs Jib Assembly 6 83'-4" x 5'-2" x 6'-0" 9,500 lbs
200 HC/132 HC
H

4.14m x 2.3m x 2.3m 2 400 kg 82-ft (25.0m)

➀➂➅ 25.4m x 1.58m x 1.83m 4 310 kg
L W

Base Tower Section H 29'- 0" x 7'-7" x 7'-7" 8,960 lbs Top Climbing Unit H 21'- 2" x 6'- 11" x 7'-11" 9,900 lbs
200 HC L W
8.85m x 2.3m x 2.3m 4 065 kg w/hydraulics L W 6.45m x 2.1m x 2.42m 4 490 kg

Standard Tower Section H 13'- 7" x 7'- 7" x 7'-7" 4,520 lbs Climbing Collar H 8'- 2" x 7'-8" x 1'-5" 1,765 lbs
200 HC L W 4.14m x 2.3m x 2.3m 2 050 kg 132 HC L W
2.5m x 2.33m x 0.43m 800 kg

Transition Section H 13'- 7" x 7'- 7" x 7'-7" 5,290 lbs Bottom Climbing Unit H 16'- 5" x 6'- 0" x 6'- 0" 9,390 lbs
290 HC/132 HC L W
4.14m x 2.3m x 2.3m 2 400 kg w/hydraulics L W
5.0m x 1.83m x 1.83m 4 260 kg

Base Tower Section H 40'- 9" x 7'-7" x 7'-7" 17,505 lbs Hook Block H 1'- 7" x 1'- 6" x 2'- 11" 705 lbs
290 HC L W
12.42m x 2.3m x 2.3m 7 940 kg L W
0.49m x 0.45m x 0.9m 320 kg

Standard Tower Section H 13'- 7" x 7'- 7" x 7'-7" 5,025 lbs Trolley H 5'- 11" x 4'- 9" x 3'- 1" 640 lbs
290 HC L W 4.14m x 2.3m x 2.3m 2 280 kg L W 1.8m x 1.44m x 0.94m 290 kg

NOTE: Weights and dimensions are approximate. Scale components before lifting.

1
Slewing Assembly Complete includes operator’s cab, two swing motors, slewing ring, slewing ring support and climbing shoes.
2
Slewing Assembly Upper Part includes operator’s cab and two swing motors.
3
Slewing Assembly Lower Part includes slewing ring, slewing ring support and climbing shoes.
4
Includes 82 hp (61 kW) hoist unit, electrical panel and handrails. Does not include wire rope.
5
Counterjib includes counterjib section, pendant bars and handrails.
6
Jib Assemblies include jib sections, pendant bars, pendant bar connecting pins and plates, trolley drive unit, trolley wire rop e and trolley.

@MorrowEquipment: MEC-MKT-1285 1/23/19

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