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- 1 - REV.003 Build the future www.everdigm.com EVERDIGM Tower crane ED130F-8 1.5m 0.25m Concrete foundation HS 5.9m 5.9m 5.9m 5 x 5.9 m Internal climbing device Internal climbing max HUH 47.6m 1.7m STD 1.6t 1.5m 11.8m 0.25m 6 x 5.9m HS STD 1.7m 60m max HUH 47.6m HUH : Height under hook FEM 1.001 A4 GOST R/RTN 건설기계 안전기준에 관한 규칙
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Page 1: Internal climbingmedia.cranepedia.com/uploads/2019/06/ED130F-8_spec_mt_en... · 2019-06-26 · - 1 - REV.003 Build the future EVERDIGM Tower crane ED130F - 8 1.5m 0.25m Concrete foundation

- 1 - REV.003

Build the future www.everdigm.com

EVERDIGM

Tower crane ED130F-8

1.5

m

0.2

5m

Concrete

foundation

HS

5.9

m5

.9m

5.9

m5

x 5

.9 m

Inte

rna

l

clim

bin

g d

evic

e

Internal climbingmax HUH 47.6m

1.7m

ST

D

1.6t

1.5

m11

.8m

0.2

5m

6 x

5.9

mH

SS

TD

1.7m

60m

max HUH 47.6m

HUH : Height under hook

• FEM 1.001 A4

• GOST – R/RTN

• 건설기계 안전기준에 관한 규칙

Page 2: Internal climbingmedia.cranepedia.com/uploads/2019/06/ED130F-8_spec_mt_en... · 2019-06-26 · - 1 - REV.003 Build the future EVERDIGM Tower crane ED130F - 8 1.5m 0.25m Concrete foundation

- 2 - REV.003

8 7 6

47.6

5 4 3

41.7 35.8 29.9

47.6 41.7 35.8

2 1 0

24.0 18.1 12.2

29.9 24.0 18.1

5.9m Mast m m

Concrete Foundation Internal climbing

56m 1.93t

50m 2.8t

44m 3.35t

38m 4.17t

32m 5.22t

26m 7.25t

14.5m 60m1.6t

61.7m

3.2

6m

02. Hoisting height ED130F-8

01. Jib combination ED130F-8

4m

HS

0.2

5m

5.9

m5

.9m

5.9

m

1.5

m

4m

1.5

m11

.8m

0.2

5m

HS

1.7m

min

. 1

2m

ma

x.

35

.9m

min. 2.1m

min

. 2

.0m

ma

x.

17

mm

in.

30

.9m

Page 3: Internal climbingmedia.cranepedia.com/uploads/2019/06/ED130F-8_spec_mt_en... · 2019-06-26 · - 1 - REV.003 Build the future EVERDIGM Tower crane ED130F - 8 1.5m 0.25m Concrete foundation

- 3 - REV.003

Jib length Max capacity (m/kg) Radius & Hoisting capacity

m 2 fall 4 fall m / kg 16 20 24 26 32 38 44 50 56 60

60 2.4 – 29

4,000

2.4 – 16.1

8,000

4 fall 8,000 6,310 5,108 4,646 3,606 2,895 2,377 1,984 1,708 1,600

2 fall 4,000 4,000 4,000 4,000 3,606 2,895 2,377 1,984 1,708 1,600

56 2.4 – 32

4,000

2.4 – 18.1

8,000

4 fall 8,000 7,143 5,792 5,272 4,102 3,302 2,720 2,277 1,930

2 fall 4,000 4,000 4,000 4,000 4,000 3,302 2,720 2,277 1,930

50 2.4 – 37

4,000

2.4 – 21.2

8,000

4 fall 8,000 8,000 6,879 6,276 4,918 3,989 3,313 2,800

2 fall 4,000 4,000 4,000 4,000 4,000 3,989 3,313 2,800

44 2.4 – 38

4,000

2.4 – 22.1

8,000

4 fall 8,000 8,000 7,225 6,569 5,094 4,084 3,350

2 fall 4,000 4,000 4,000 4,000 4,000 4,000 3,350

38 2.4 – 38

4,000

2.4 – 22.8

8,000

4 fall 8,000 8,000 7,533 6,831 5,250 4,168

2 fall 4,000 4,000 4,000 4,000 4,000 4,000

32 2.4 – 32

4,000

2.4 – 23.2

8,000

4 fall 8,000 8,000 7,588 6,858 5,216

2 fall 4,000 4,000 4,000 4,000 4,000

26 2.4 – 26

4,000

2.4 – 24.1

8,000

4 fall 8,000 8,000 8,000 7,254

2 fall 4,000 4,000 4,000 4,000

Hoist winch 37kW – 37HF550 – AC – Stepless Electrical information

2 Part

Line

1,200kg 0 ~ 115m/min

4,000kg 0 ~ 42m/min

Power supply 3ph x 380V, 50/60Hz (Standard)

3ph x 415V, 50/60Hz (Option)

Control circuit 24Vdc

Power consumption 70kVA

4 Part

Line

2,400kg 0 ~ 57m/min

8,000kg 0 ~ 21m/min

Power cable PNCT x 35SQ x 4Core

Slewing machinery- 2Drive units-AC-Stepless

2 fall

4 fall

21 32 57 64 80 90 115m/min

0

2000

4000

6000

kg

8000

42

2x5.5kW – AC

0 – 0.74rpm

Trolley winch 6.6kW - AC - Stepless

0 ~ 4,000kg 0 ~ 79m/min

8,000kg 0 ~ 40m/min

Hoist wire rope - standard 400m

Necessary wire length according to height under hook

W = ( H x P ) + R + 35

▪ W (Wire length)

▪ H (Height under hook)

▪ P (Part line) = 2 or 4

▪ R (Jib length)

04. Driving performance ED130F-8

03. Radius and capacity ED130F-8

Speed

Speed

Page 4: Internal climbingmedia.cranepedia.com/uploads/2019/06/ED130F-8_spec_mt_en... · 2019-06-26 · - 1 - REV.003 Build the future EVERDIGM Tower crane ED130F - 8 1.5m 0.25m Concrete foundation

- 4 - REV.003

Upper part

Description Q’ty Sketch Dimension(m)

L W H

Weight(kg)

Unit Total

No. 1

No. 2

Jib single

Element

No. 3

No. 4

1

11.940 1.240 2.510 2,440 -

1

6.170 1.240 2.280 920 -

1

6.170 1.240 2.280 840 -

1

6.160 1.240 2.280 690 -

No. 5

No. 6

Jib single

Element

No. 7

No .8

N0. 9

1

6.160 1.240 2.270 650 -

1

12.050 1.240 2.270 1,260 -

1

6.130 1.240 1.370 510 -

1

4.640 1.240 1.350 370 -

1

3.360 1.240 1.350 270 -

Initial counter jib ass’y,

Tie rod, Handrail etc. 1

8.155 1.597 0.760 4,690 -

End counter jib ass’y,

Hoist winch, Handrail etc. 1

5.220 1.528 1.547 3,460 -

Turn table ass’y,

Slewing ass’y etc. 1

2.194 2.688 2.063 3,150 -

Top head &

Connection plate 1

2.031 1.279 2.322 1,330 -

Operating cabin &

Platform ass’y 1

2.344 1.531 2.201 1,200 -

Panel frame &

Electric panel 1

1.425 2.165 2.135 630 -

05. Packing list l continued l ED130F-8

Page 5: Internal climbingmedia.cranepedia.com/uploads/2019/06/ED130F-8_spec_mt_en... · 2019-06-26 · - 1 - REV.003 Build the future EVERDIGM Tower crane ED130F - 8 1.5m 0.25m Concrete foundation

- 5 - REV.003

Description Q’ty Sketch Dimension(m)

L W H

Weight(kg)

Unit Total

Trolley winch ass’y 1

1.442 0.540 0.891 320 -

Trolley ass’y 1

1.880 1.478 0.755 300 -

Hook block ass’y 1

1.290 0.291 1.819 265 -

Counter weight block 8 1.8

ton

1.240 0.285 2.700 1,850 14,800

Climbing equipment

Climbing cage ass’y 1

12.000 2.485 2.280 6,180 -

Mast

Connection mast 1

1.550 1.896 1.896 655 -

5.9m Mast section -

5.900 1.920 1.920 1,910 -

11.8m Mast section -

11.800 1.920 1.920 4,180 -

Foundation anchor 1

1.730 1.960 1.960 610 -

Internal climbing equipment

Climbing section ass’y 1

6.108 1.920 1.920 3,530 -

Climbing frame(Collar) 6

2.310 1.365 0.500 565 3390

Resting beam 4

1.750 0.182 0.330 130 520

Ladder 6

2

3.820

2.920

0.080

0.080

0.180

0.180

120

85

720

170

6m 1st Special Mast 1

5.900 1.920 1.920 2325 -

6m 2nd

Special Mast 1

5.900 1.920 1.920 2470 -

05. Packing list l continued l ED130F-8

Page 6: Internal climbingmedia.cranepedia.com/uploads/2019/06/ED130F-8_spec_mt_en... · 2019-06-26 · - 1 - REV.003 Build the future EVERDIGM Tower crane ED130F - 8 1.5m 0.25m Concrete foundation

- 6 - REV.003

max HUH 224.6m

※ NOTES 상기 타워크레인 제원 및 사양은 사전통보 없이 변경 될 수 있음.

06. Tie schedule ED130F-8

1st

max H

UH

77.1

m

max.

35.6

5m

max.

41.4

5m

max. 47.6

m

1st

max H

UH

106.6

m

max. 29.5

m

2nd

1st

max H

UH

130.2

m

max. 29.5

m

2nd

3rd

max.

35.5

5m

1st

max H

UH

153.8

m

max. 29.5

m

2nd

max. 23.6

mm

ax.

35.5

5m

3rd

4th

max H

UH

177.4

m

max. 23.6

mm

ax.

35.5

5m

3rd

4th

max. 23.6

m

5th

ma

x H

UH

201m

max. 23.6

mm

ax.

35.5

5m

3rd

4th

max. 23.6

m

5th

max. 23.6

m

6th

max H

UH

224.6

m

max. 23.6

mm

ax.

35.5

5m

3rd

4th

max. 23.6

m

5th

max. 23.6

m

6th

7th

max. 23.6

m

max.

35.6

5m

max.

41.4

5m

max. 29.5

mm

ax.

35.6

5m

max. 29.5

mm

ax.

35.6

5m

1st max. 29.5

m

2nd max. 29.5

mm

ax.

35.6

5m

1st max. 29.5

m

2nd max. 29.5

mm

ax.

35.6

5m

1st max. 29.5

m

2nd max. 29.5

mm

ax.

35.6

5m


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