Liebherr LR 1130 User Manual download pdf (Page 2)

Dimensions

2

LR 1

130

Operating weight

The

o

peratin

g w

eigh

t i

nclude

s t

h

e b

asi

c m

achin

e w

it

h c

rawlers

, 2 m

ain

winches

1

2

0 k

N a

n

d 1

7 m m

ai

n b

oom

, c

onsistin

g o

f

A

–frame

, b

oo

m f

oot

(7 m), boom head (10 m), 50.9 t basic counterweight, 20 t carbody

counterweight

a

n

d 1

6

0 t h

oo

k b

lock.

Tota

l w

eigh

t

a

pprox

. 1

46.

1 t

Ground pressure

Ground

b

earin

g p

ressur

e 1

.0

8 k

g/cm

2

Basic machine with undercarriage

Equipment

Main

b

oo

m

(No.

2

017.xx)

m

ax

. l

engt

h 8

0.

0 m

Hig

h r

eac

h

(No.

2

017.x

x a

n

d 1

309.xx)

9

2.

9 m

Luffin

g j

i

b

(No.

1

309.xx)

m

ax

. l

engt

h 7

8.

5 m

Max

. c

ombinatio

n b

oo

m 4

7.

0 m a

n

d l

uffin

g j

i

b 7

8.

5 m

Fixe

d j

i

b

(No.

0

806.xx)

1

1 m – 3

2 m

Auxiliar

y j

i

b 2

4 t l

iftin

g c

apacit

y (

optio

n 3

6 t

)

Remarks

1. Th

e l

iftin

g c

apacitie

s s

tate

d a

r

e v

ali

d f

o

r l

iftin

g o

peratio

n o

nl

y

(correspond

s w

it

h c

ran

e c

lassificatio

n a

ccordin

g t

o F

.E.M

. 1

.001

,

cran

e g

rou

p A

1)

2. Cran

e s

tandin

g o

n f

irm

, h

orizonta

l g

round.

3. The

w

eight

o

f t

h

e l

iftin

g d

evic

e (

hoistin

g r

opes

, h

oo

k b

lock

, s

hackl

e e

tc.

)

must

b

e d

educte

d f

ro

m t

h

e g

ros

s l

iftin

g c

apacit

y t

o o

btai

n a n

e

t l

iftin

g

value.

4. Additional

e

quipmen

t o

n b

oom

(

e.g

. b

oo

m w

alkways

, a

uxiliar

y j

ib

) m

us

t

be

d

educte

d t

o g

e

t t

h

e n

e

t l

iftin

g c

apacity.

5. Fo

r m

ax

. w

in

d s

pee

d p

leas

e r

efe

r t

o l

if

t c

har

t i

n o

perator’

s c

a

b o

r

manual.

6. Workin

g r

adi

i a

r

e m

easure

d f

ro

m c

entr

e o

f s

win

g a

n

d u

nde

r l

oad.

7. Th

e l

iftin

g c

apacitie

s a

r

e v

ali

d f

o

r 3

6

0 d

egree

s o

f s

wing.

8. Calculation

o

f s

tabilit

y u

nde

r l

oa

d i

s b

ase

d o

n D

I

N 1

501

9 / p

ar

t 2 / c

har

t 1

and

I

S

O 4

30

5 T

abl

e 1 + 2

, t

ippin

g a

ngl

e 4

º.

9. Th

e s

tructure

s a

r

e c

alculate

d a

ccordin

g t

o F

.E.M

. 1

.00

1 – 1

99

8

(E

N 1

3001–

2 / 2

004).

1 2 3 4 5 6 7 ... 23 24

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