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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, [email protected]
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, [email protected]
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