hankook tower crane hs
TRANSCRIPT
www.hktc.co.kr
1 REV.002
HK360L-18
H
(H)
6m
6m
12 x
3m
0.4
5m
2.1m
Free standing height 50.6m
Concrete foundation
60m
2.14t
16°
HS
2.1
m
1.5
m
TR
AN
SIT
ION
ST
D
FEM 1.001 A3 건설기계 안전기준에 관한 규칙
HANKOOK TOWER CRANE
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2 REV.002
60m
2.14t
55m
10.4m5.2m
5.2m10.4m
10.4m
10.3m
10.4m
16°
3.1t
50m
4.6t
45m
5.8t
40m
7.2t
35m
8.7t
30m
10.4t
* 비 가동시 지브 정지 위치
(r = 8.1m)30m
2.14t3.1t4.6t5.8t7.2t8.7t10.4t
13
.6m
12
.2m
10
.7m
9.3
m
7.9
m
6.4
m
5.0
m
3.9m
3.6m
3.3m
3.0m
2.8m
2.5m
2.2m
8.0m
13
.8m
35m 40m 45m 50m 55m 60m2.1
m
29m *
26.8m *
26.5m *
23.8m *
21.2m *
21.3m *
20.4m *
87°
16°
65°
60°
55°
50°
RADIUS & HOISTING HEIGHT
JIB COMBINATION
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3 REV.002
1169013500
3.3-32 / 9000 9000 9000 9000 7960 6570 54009000
3.3-23 / 13500 13500 9620 7900 6590 53501215013500
3.3-33 / 9000 9000 9000 9000 8270 68009000
3.3-24 / 13500 13500 8100 675012700 1004013500
3.3-33 / 9000 9000 9000 9000 83009000
3.3-23 / 13500 13500 825012730 1013013500
3.3-30 / 9000 9000 9000 90009000
3.3-24 / 13500 13500 12800 1015013500
50m
3.3-19 / 16000 15510 9340 7500 6130 5050 420011910
3.3-22 / 13500 13500 9430 7950 6620 5380 440011910
3.3-31 / 9000 9000 9000 9000 7920 6540 5460 4600
16000
13500
9000
45m
3.3-32 / 9000
3.3-23 / 13500
3.3-20 / 16000 16000
13500
9000 9000 9000
9800
9700
8280
8130
7850
6880
6790
6470
5800
5600
5400
12380
1229016000
13500
9000
40m
3.3-33 / 9000
3.3-24 / 13500
3.3-18 / 18000 16540
13500
9000 9000 9000 8600
8300
8190
7200
7000
6800
12900
12650
10240
1004018000
13500
9000
35m
3.3-34 / 9000
3.3-24 / 13500
3.3-18 / 18000 16550
13500
9000 9000 9000 8700
8500
8300
12930
12700
10330
1013018000
13500
9000
30m
3.3-30 / 9000
3.3-24 / 13500
3.3-18 / 18000 16630
13500
9000 9000 9000
13000
12770
10400
1020018000
13500
9000
3.9-20 / 12000
3.9-25 / 9000
12000 9470 7530 5900 4560 3580 2840 2250 155012000
9000 9000 7270 5700 4520 3600 2870 22709000 1740
3.6-26 / 9000 9000 9000 7700 6130 4950 4030 3300 27009000
3.6-21 / 12000 12000 7940 6430 5080 4030 3290 2630987012000
3.3-30 / 9000 9000 9000 9000 7520 6140 5060 42009000
3.3-22 / 13500 13500 9210 7750 6420 5180 4150
RADIUS(m) AND CAPACITY(kg)
20 25 30 35 40 45 55 6050
JIB LENGTH
60m
MAX CAPACITY
m / kg
120003.9-20 / 12000 9460 7530 5910 4670 3710 2930 2290 1800
3.9-20 / 12000 12000 9460 7660 6040 4690 3700 2960 2370 1900
3.9-26 / 9000 9000 9000 7620 6040 4860 3940 3210 2610 2140
15
12000
12000
9000
55m
3.6-21 / 12000 12000 9920 7720 6140 4960 4040 3350 2700
3.6-22 / 12000 12000 8130 6620 5270 4230 3470 288010460
3.6-27 / 9000 9000 9000 8120 6540 5360 4440 3710 3100
12000
12000
9000
RADIUS AND CAPACITY
※ 상세 로드 차트는 매뉴얼 참조
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4 REV.002
Hoist Winch - 75HF640
75 kW
4000 ~ 9000 kg 0 ~ 46 m/min
2000 ~ 4000 kg 0 ~ 75 m/min
1500 ~ 2000 kg 0 ~ 103 m/min
0 ~ 1500 kg 0 ~ 115 m/min
6000 ~ 13500 kg 0 ~ 31 m/min
3000 ~ 6000 kg 0 ~ 50 m/min
2250 ~ 3000 kg 0 ~ 69 m/min
0 ~ 2250 kg 0 ~ 77 m/min
8000 ~ 18000 kg 0 ~ 23 m/min
4000 ~ 8000 kg 0 ~ 37 m/min
3000 ~ 4000 kg 0 ~ 51 m/min
0 ~ 3000 kg 0 ~ 58 m/min
※ 소비전력 : 170 kVA
※ 전원사양 : 380 V, 60 Hz (Standard)
Slewing Machinery
7.5 kW x 2
0.73 rpm
Luffing Winch
45 kW
1' 42"
10 m/min0
2000
6000
9000
kg
13500
4000
8000
18000
20 30 40 50 60 70 80 90 100 110 120
3000
마스트 높이에 따른 필요 와이어로프 길이
W = ( H x P ) + ( R x P ) + R + 36 ▪ W (Wire length)
▪ H (Mast height + 2.1m)
▪ P (Part line) = 2 or 3 or 4
▪ R (Jib length)
JIB n
30m / 35m / 40m 45m / 50m / 55m / 60m
14
13
12
56.6
53.6
50.6
50.6
1.5
m
8.8m x 8.8m0.4
5m
6m
6m
4m
HS
TR
AN
SIT
ION
11
10
9
47.6
44.6
41.6
47.6
44.6
41.6
8
7
6
38.6
35.6
32.6
38.6
35.6
32.6
5
4
3
29.6
26.6
23.6
29.6
26.6
23.6
2
1
0
20.6
17.6
14.6
20.6
17.6
14.6
3m Mast m
FREE STANDING HEIGHT
SPEEDS
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5 REV.002
Description Q’ty Sketch Dimension(m)
L W H
Weight (kg,±5%)
Unit Total
Jib
No. 1 1
L W
H
10.625 1.970 2.082 2,400 -
No. 2 1
L W
H
10.550 1.925 2.000 1,200 -
No. 3 1
L W
H
5.350 1.925 2.000 660 -
No. 4 1
L W
H
5.350 1.925 2.000 610 -
No. 5 1 L W
H
10.550 1.925 2.000 1,040 -
No. 6 1
L W
H
10.550 1.925 2.000 1,040 -
No. 7 1
L W
H
10.408 1.925 2,190 1,500 -
Turn table ass'y 1
L W
H
2.310 2.714 2.297 8,000 -
Cabin platform 1
W
H
L
3.423 2.225 2.575 1,950 -
platform 1
L W
H
2.040 0.875 1.287 240 -
Counter Jib 1 L W
H
6.795 2.316 1.075 6,000 -
Top tower ass'y 1 L W
H
13.517 2.176 1.032 6,080 -
Luffing block 1
L W
H
1.068 0.380 0.920 170 -
PACKING LIST
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6 REV.002
Description Q’ty Sketch Dimension(m)
L W H
Weight (kg,±5%)
Unit Total
L5100
Tie bar L5250
L2600
6
1
1
5.310
5.460
2.810
0.064
0.064
0.050
0.180
0.180
0.180
100
105
60
600
-
-
Connection plate 1
1.605 0.195 0.180 65 -
Hook ass’y 1
L W
H
1.350 0.440 2.090 700 -
Pulley block ass'y 1
L W
H
0.950 0.316 1.002 100 -
Hoist winch ass'y 1
L W
H
2.716 2.088 1.286 3,280 -
Luffing winch ass'y 1
L W
H
2.730 2.000 1.292 2,750 -
Counter weight block Aw
Bw
4
1 L W
H
3.500
1.260
1.000
0.770
0.630
0.750
5,000
1,700
20,000
-
Climbing equipment
Climbing cage ass'y 1
L W
H
7.900 3.180 2.820 7,670 -
Mast
6m Mast section
(HS) 1
L W
H
6.000 2.298 2.298 4,805 -
6m Mast section
(Transition) 1
L W
H
6.000 2.298 2.298 3,620 -
3m Mast section
(STD) 12
L W
H
3.000 2.298 2.298 1,920 23,040
Foundation anchor 1
L W
H
1.960 2.400 2.400 1,911 -
PACKING LIST
www.hktc.co.kr
7 REV.002
*1st 1st
2nd
1st
2nd
3rd
1st
2nd
3rd
4th
1st
2nd
3rd
4th
5th
1st
2nd
3rd
4th
5th
6th
1st
2nd
3rd
4th
5th
6th
7th
* 브레이싱 칼라 간격은 클라이밍 케이지 길이를 감안한 최대 높이임
* 브레이싱 칼라 간격은 클라이밍 케이지 길이를 감안한 최대 높이임
※ 상기 타워크레인 제원 및 사양은 제품의 품질과 성능 개선을 위해 사전통보 없이 변경 될 수 있음.
※ 본 문서의 제공된 내용은 법적 책임이 없음.
BRACING COLLAR SCHEDULE
▶ 아래 브레이싱 칼라 스케쥴은 지브 60m 사양의 예시이며 당사 정품을 사용하였을 때를 기준하였음.
▶ 호이스트 와이어는 설치 높이에 적합한 길이를 선정해야 하며, 선정 기준 및 와이어 권취에 대한
주의사항은 매뉴얼 참조할 것.
1st 1st
2nd
1st
2nd
3rd
1st
2nd
3rd
4th
1st
2nd
3rd
4th
5th
1st
2nd
3rd
4th
5th
6th
※ 지브 길이 : 60m ~ 45m
※ 지브 길이 : 40m ~ 30m