12,0

m

0,17 m

46,2 m

1 kg300

50,0 m

1,2 m

83,9

x m

5,8

5 m

1,2 m

93,9

x m

44,0 m

0,25 m

85 LC

85 LC

85EC-B5TowerCrane

i

B-

Sectio

n

m3,9

3,9

m

LN 303

2

12,6 m

11,31 m 9,85 m 5,0 m10,0 m 2,5 m 7,5 m 5,0 m

0,92 m1,0

2 m

2,4 m

1,8 m

1,6 m

1,08 m

1300 kg / 1150 kg50,0 m

r

0,47 m1,3 m

0,32m0, m23

10,0 m

32,5 m2500 kg / 2650 kg

1450 kg / 1300 kg47,5 m

45,0 m

1600 kg / 1450 kg

1800 kg / 1650 kg42,5 m

40,0 m

2000 kg / 1850 kg

37,5 m

2250 kg / 2100 kg

35,0 m

2500 kg / 2350 kg

30,0 m2500 kg / 3000 kg

27,5 m

2500 kg / 3450 kg

2 m5,0

2500 kg / 4000 kg

2 m2,5

2500 kg / 3450 kg

2 m0,0

2500 kg / 4000 kg

EC-B585 i

3,9

m

a)

a) Tower Section or climbing tower section

3

Radius and capacity

EC-B585 i

m r

m r

m/kg

m/kg

m/kg

m/kg

50 51 5,0 (r= , )

47,5 49,0(r= )

45 46 5,0 (r= , )

42,5 44 0(r= , )

40 41 5,0 (r= , )

37,5 39,0(r= )

35 36 5,0 (r= , )

32 5 34,0, (r= )

30,0 31 5(r= , )

27,5 29,0(r= )

25 26 5,0 (r= , )

22 5 24 0, (r= , )

20 21 5,0 (r= , )

50 51 5,0 (r= , )

47,5 49,0(r= )

45 46 5,0 (r= , )

42,5 44 0(r= , )

40 41 5,0 (r= , )

37,5 39,0(r= )

35 36 5,0 (r= , )

32 5 34,0, (r= )

30,0 31 5(r= , )

27,5 29,0(r= )

25 26 5,0 (r= , )

22 5 24 0, (r= , )

20 21 5,0 (r= , )

2, –4 29,22500

2, –4 27,52500

2, –14 5,25000

2, –4 30,22500

2, –4 28,52500

2, –4 15,75000

2, –4 31,02500

2, –4 29,32500

2, –14 6,15000

2, –4 32,22500

2, –4 30,52500

2, –4 16,85000

2, –4 33,12500

2, –4 31,42500

2, –14 7,25000

2, –4 34,32500

2, –4 32,52500

2, –4 17,85000

2, –4 35,02500

2, –4 33,32500

2, –4 18,25000

2, –0 32,52500

2, –4 32,52500

2, –4 18,75000

2, –4 30,02500

2, –4 30,02500

2, –14 9,25000

2, –4 27,52500

2, –4 27,52500

2, –4 19,85000

2, –4 25,02500

2, –4 25,02500

2, –4 20,55000

2, –5 22,52500

2, –4 22,52500

2, –4 16,25000

2, –5 20,02500

2, –4 20,02500

2, –14 6,45000

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

4270

4440

4560

4770

4910

5000

5000

5000

5000

5000

5000

4590

4650

17,5

17,5

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

3670

3810

3920

4100

4230

4400

4510

4640

4770

4950

5000

3950

4000

20,0

20,0

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

3200

3330

3430

3590

3700

3850

3950

4060

4180

4340

4500

3450

22,5

22,5

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2830

2940

3030

3170

3280

3410

3500

3600

3710

3850

4000

25,0

25,0

2500

2500

2500

2500

2500

2500

2500

2500

2500

2500

2520

2630

2710

2840

2930

3060

3140

3230

3320

3450

27,5

27,5

2420

2500

2500

2500

2500

2500

2500

2500

2500

2270

2360

2440

2560

2640

2760

2830

2920

3000

30,0

30,0

2210

2300

2360

2470

2500

2500

2500

2500

2050

2140

2210

2320

2400

2500

2570

2650

32,5

32,5

2020

2100

2170

2270

2340

2440

2500

1870

1950

2010

2120

2190

2290

2350

35,0

35,0

1860

1940

2000

2090

2160

2250

1710

1790

1850

1940

2010

2100

37,5

37,5

1720

1790

1850

1940

2000

1570

1640

1700

1790

1850

40,0

40,0

1600

1670

1720

1800

1450

1510

1570

1650

42,5

42,5

1490

1 505

1600

1340

1400

1450

45,0

45,0

1390

1450

1240

1300

47,5

47,5

1300

1150

50,0

50,0

4

85 LC

Radius and heighthook

Internal climbing

1,9

5 m

1,95 m

EC-B585 i

3,9

m

he

D

B

5,8

5m

1,2 m

3,9

m3

,9m

1,2 m

5,8

5m

3,9

m3

,9m

D

B

he

5,8

5m

3,9

m

he

1,2 m

B

D

n(pcs) hook height

76543

n7,5 – 8,57,0 – 8,55,5 – 8,55,5 – 8,0

9,5 – 12,58,0 – 12,58,0 – 11,58,0 – 9,50

n

11,0 – 15,511,0 – 13,5

nnnm

hook heights for tower configuration on foundation anchors. For erection on climbing frame substract a height of 1,15 m to

calculate the hook height in relation to the lower edge of the lowermost internal climbing frame.

n = not valid

For Details please refer to the operating manual.

he (min. – max.)

m

36,2532,3528,4524,5520,65

3)

3)

3)

3)

3)

3)

Hoisting height

=2)

Without cabin

9876543210

3,9m LC85

m m m

0,2

5 m

0,2

5 m

5,8

5m

B-S

ection

–46,242,338,434,530,626,722,818,915,0

38,234,330,426,522,618,714,8

–––

44,040,236,332,428,524,620,716,812,9

–

0,

m1

7

12,0

m

1)

1)

1)

1) 1)

1) 2)

1)All hoisting heights inclusive climbing tower section.

3,9

m

LN 303

5

1,60

0,78

1,28

0,66

0,78

1,25

171

35

11 1

12 1 Maintenance cage

Trolley

2,342,342,34

0,511,040,65

1,361,311,36

125135120

11,40 1,39 0,66 2210

1,35 2,38 2,28 875

3,30 0,71 1,35 1306 1

3 1

4 1

5 1 Counter-jib

Platforms

Cabin

Counter-jib platforms

2,42 2,77 2,52 3685

2,42 2,00 2,52 34302 1

1 1 Slewing platform cpl.

Erection weights: see instruction manual.

Packing List

Item Qty.

Upper part of crane L (m) B (m) H (m) kg5)

Slewing platform

1,24

10,06

10,235,212,697,685,17

10,20

1,11

1,30

1,101,101,101,101,10

1,10

0,44

1,93

1,841,841,251,241,23

1,83

� 60

1920�

1120470160390210

�

�

�

�

�

740

7 1

8 1

9 1

10 1 Jib head section

Jib heel section

Intermediate jib section

Intermediate jib section

EC-B585 i

Driving units

kg m/min

123

500050002 080

3,716,4

,033

123

250025001 040

7,433,066,0

3,8 /18,5 /22,0kWWIW230MZ413

239,0 m/120,0 m

Layers7

max.278/139m4)

Step

4)Further hoist load data: see instruction manual.

0,8 / 2,7 / 3, kW5

5,0 kW FU0 0,8U/minsl./mintr./min

8,0 / 30,0 / 60,0 m/min

3 ,05

22,0 kW

kVA

6

Printed in Germany.

6

12 P – • DIN 15018 • BGL C.0. 0.00 • . /0 7131 LN 303 – -H1/B3 1 80 07 16 (i)

This information is supplied without liability.Subject to alterations!

L (m) B (m) H (m) kg5)

Item Qty.

Liebherr India Private LimitedHead 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 305 301,www.liebherr.com lid.tc@liebherr.com,

4,17

12,00

14 1

15 1

16 1

17 1

13 1

Hydraulic unit, supporting and climbing cross members

Single weights.5)

Tower

External climbing

Base tower section

Tower section

Guide section cpl.

Climbing tower section

2,00

8,74

4, 71

0,90

1,20

1,66

1,66

1,42

0, 08

1,20

1,75

1,66

1,42

1152

5 03

3642

Internal climbing

6,12 1,20 1,20

119

121

Climbing section (D-section)

Climbing section (B-section)

4,17 1,37 1,20DD

120 Hydraulic system

BB

0,85 950, 35 1,15

1450

2892

2137

2052

EC-B585 i

18 1 Building anchorage frame 2,07 1,82 0, 03 725

122 Guide frame 1,92 690 (3x)1,92 0,80

123 Climbing ladders 5,50 440 (2x)0,17 0,15