1 kg200

62,5 m

0,3 m

13

3,9

x m

53,2 m16EC

m3,9

EC

TS

LN 303

NC-B 6-62TowerCrane

NC-B 6-62NC-B 9-62

1200 kg / 1100 kg

11,3 m

1500 kg / 1400 kg

2000 kg / 1950 kg

2600 kg / 2550 kg

3000 kg / 3250 kg

3000 kg / 3950 kg

3000 kg / 4600 kg

3000 kg / 5450 kg

3000 kg / 6000 kg

3,1m 10,0 m 6,0 m 10,0 m 5,0 m4,8 m 10,0 m 10,0 m 5,0 m2,5m 0,6m

1,5m

2,5m

62,5m

60,0m

55,0m

50,0m

45,0m

40,0m

35,0m

30,0m

24,0m

2,2 m

3,9

m

a)14,4 m

1,7m0,43 m0,6 m

2,2 m

2NC-B 6-62

a) Tower section or climbing tower section

Radius and capacity

3NC-B 6-62

m r m/kg

m/kg

62,5 63,9(r= )

60,0 61,4(r= )

55 56 4,0 (r= , )

50,0 51,4(r= )

45 46 4,0 (r= , )

40,0 41,4(r= )

35 36 4,0 (r= , )

30,0 31,4(r= )

24,0 25,4(r= )

2,2 30,5–3000 3000

3000

3000

3000

3000

3000

3000

3000

3000

24,0

2,2 34,4–3000

2,2 39,4–3000

2,2 44,3–3000

2,2 45,0–3000

2,2 40,0–3000

2,2 35,0–3000

2,2 30,0–3000

2,2 24,0–3000

30,0 35,0 40,0 45,0 50,0 55,0 60,0 62,5

3000

3000

3000

3000

3000

3000

3000

3000

2540

2940

3000

3000

3000

3000

3000

2160

2510

2950

3000

3000

3000

1860

2170

2560

2950

3000

1630

1900

2250

2600

1430

1680

2000

1270

1500

1200

kg 3000

2000

1000

0

m 24,0 30,0 35,0 40,0 45,0 50,0 55,0 60,0 62,5

4NC-B 6-62

Radius and capacity

kg 6000

4000

2000

0

m

m r m/kg

m/kg

62,5 63,9(r= )

60,0 61,4(r= )

55 56 4,0 (r= , )

50,0 51,4(r= )

45 46 4,0 (r= , )

40,0 41,4(r= )

35 36 4,0 (r= , )

30,0 31,4(r= )

24,0 25,4(r= )

2,2 16,4–6000

4790

5500

6000

6000

6000

6000

6000

6000

6000

20,0

2,2 18,5–6000

2,2 21,6–6000

2,2 24,2–6000

2,2 26,5–6000

2,2 27,8–6000

2,2 27,7–6000

2,2 27,6–6000

2,2 24,0–6000

3880

4460

5320

6000

6000

6000

6000

6000

6000

24,0

2970

3430

4110

4690

5210

5500

5490

5450

30,0

2450

2850

3430

3920

4370

4610

4600

35,0

2060

2410

2920

3350

3740

3950

40,0

1770

2070

2520

2900

3250

45,0

1530

1800

2210

2550

50,0

1330

1580

1950

55,0

1170

1400

60,0

1100

62,5

5000

3000

1000

20,0 24,0 30,0 35,0 40,0 45,0 50,0 55,0 60,0 62,5

5NC-B 6-62

Hoisting height

LN 303 16EC13 53,2 1) 2) 5)

12 49,3 1) 2) 4)

11 45,4 1) 2) 3)

10 41,5 1)

9 37,6

8 33,7

7 29,8

6 25,9

5 22,0

4 18,1

3 14,2

2 10,3

1 6,4

0 2,5

m

3,9

m0

,

m3

1)

2) 1 x 16 EC 160-240 TST-0390c 3) 1 x 16 EC 240 TS-0390c 4) 2 x 16 EC 240 TS-0390c 5) 3 x 16 EC 240 TS-0390cTower sections 16 EC 240 must be installed on the tower base. See operation manual for further details.

All hoisting heights inclusive climbing tower section 16 EC 160 ECTS

16EC

3,9

m3

,9m

3,9

m

D

TST

he

D

TST

3,9

m7

,8m

3,9

m

he

2,2

m

2,2

5 m

2,49 m

2,31 m

pcs tower height he (min. – max.)

13 50,76) 8,5 – 15,0

1,7

2 m

1,11m 0,86m

12 46,86) 7,5 – 15,0

11 42,96) 7,5 – 15,0

10 39,06) 7,5 – 13,0

9 35,16) 7,5 – 11,5

8 m 31,26) m 7,5 – 9,0

Radius and heighttower

Internal climbing

6) Tower heights for tower configuration on foundation anchors. For Details please refer to the operating manual.

Floor opening

Shaft opening

6NC-B 6-62

0 0,6 U/min. 2 x 5,0 kW FU

kVA24 kW FU 30 kW FU

0 60,0 m/min. 5,5 kW FU

39,0 44,0

stepless

kg m/min kg

24,0 kW FUWIW 230 MZ 426 7 layers

247,0 m / 123,0 mmax. 288,0 m / 144,0 m10)

30001100

0 380 91

60002400

0 190 46

30,0 kW FUWIW 240 MZ 410 10 layers

501,0 m / 250,0 m

30001000

0 460 115

60002400

0 230 57

Driving units

10) Further hoist load data: see instruction manual

7) Total number of tie-in‘s can be decreased by Liebherr Tower Crane Solutions.8) Tower height above last tie-in frame. 9) All data's calculated with 16 EC 160. Optimization by using 16 EC 240 possible.

External climbing9)

Hook height

256,0

240,4

224,8

209,2

193,6

178,0

162,4

146,8

131,2

115,6

100,0

80,5

61,0

m 41,5

Tie-in positionNumber oftie-in‘s 7)

226,5 6

210,9 6

195,3 5

179,7 5

164,1 4

148,5 4

132,9 3

117,3 3

101,7 2

86,1 2

66,6 2

47,1 1

m 27,6 1

Overhang8)

29,5

29,5

29,5

29,5

29,5

29,5

29,5

29,5

29,5

29,5

33,4

33,4

m 33,4

7NC-B 6-62

Packing ListErection weights: see instruction manual.

Upper part of crane L (m) B (m) H (m) kg

Item Qty.

1 1Slewing platform with slewing ring and slewing ring support 16 EC

L B

H

2,40 2,28 1,84 3400

2 1 Cabin with platformL B

H

2,54 1,54 2,29 650

3 1 Counter-jibL B

H

11,90 1,33 0,62 2700

4 1Jib heel section including control unit an hoist winch (removable) L B

H

7,85 2,12 2,45 3860

5 1 Intermediate jib section L B

H

10,29 1,23 2,31 2180

6 1 Intermediate jib section L B

H

6,26 1,15 2,25 880

7 1 Intermediate jib section L B

H

10,25 1,15 2,24 1130

8 1 Intermediate jib section L B

H

5,24 1,15 1,66 540

9 1 Intermediate jib section L B

H

10,21 1,15 1,63 890

10 1 Intermediate jib section L B

H

10,17 1,15 1,60 640

11 1 Intermediate jib section L B

H

5,15 1,15 1,57 260

12 1 Intermediate jib section L B

H

2,65 1,15 1,57 150

13 1 Jib head section L B

H

1,04 1,17 1,80 100

14 1 TrolleyL B

H

1,62 1,36 0,78 180

15 1 HookL B

H

1,06 0,26 0,94 320

Tower

16 1Climbable tower section 16 EC 160 TS-0390c

L B

H

4,19 1,73 1,68 1550

17 1Tower section 16 EC 160 TS-1170

L B

H

11,99 1,64 1,64 3620

18 1Transition tower section 16 EC 160-240 TST-0390c

L B

H

4,21 1,76 1,68 2100

19 1Climbable tower section 16 EC 240 TS-0390c

L B

H

4,21 1,76 1,68 2050

20 1Tower section 16 EC 240 TS-1170

L B

H

12,01 1,64 1,64 5050

Subject to alterations! This information is supplied without liability.

TCS-001439-LBC-01 • LN 303 – EN 13001-HC1/S2 • BGL C.0.10.0140 • 12.16 Printed in Germany.

8NC-B 6-62

Liebherr India Private Limited Head OfficeKesar Solitaire, 25th & 26th floor, Plot no. 5, Sector 19, SanpadaNavi Mumbai, 400 705, India.www.liebherr.com, lid.tc@liebherr.com

LIEBHERR CMCtec India Pvt. Ltd.Gat No. 196-199, Dhaygudewadi,NH-9 Pune Solapur Road,Tal- DaundMaharashtra Pune – 412203Telefon: +91 (0)2117 305 300, Telefax: +91 (0)2117 305 301www.liebherr.com, lid.tc@liebherr.com

Item Qty. L (m) B (m) H (m) kg

Climbing equipment

21 1Climbing tower section 16 EC 160 ECTS-0390

L B

H

4,19 2,11 2,11 1800

22 1Guide section 16 EC 160 ECGS

L B

H 8,83 3,39 4,13 4230

23 1Hydraulic unit 16 ECP

L B

H 2,37 1,24 0,81 670

Climbing in the building

24 1Internal climbing D-section 16 EC 240 ICDS-0390

L B

H

4,21 1,76 1,93 2520

25 1Hydraulic unit 16 ECP

L B

H 2,37 1,24 0,81 670

26 1 Climbing cross memberB

H

L

1,65 0,24 0,76 340

27 1 Tower reinforcementB

H

L

1,38 0,76 0,26 50

28 1Guide frame 16 EC 240 ICGF

L B

H 2,20 2,31 1,41 1030