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1/9
SL 240
EN 14439‐FEM 1004‐ C25 / FEM 1001
C60T
C60T
C60T
FE
M 1
001-
H=
25,4
/43,
4 m
max
C25
-H=
40/5
8 m
max
C2
5-H
=36
,4 m
C25
-H=
42,4
m
C2
5-H
=60
,4 m
FE
M 1
001-
H=
54,6
m
FE
M 1
001-
H=
60,4
m
C25
-H=
54,4
m
FE
M 1
001-
H=
60,4
m
C2
5-H
=54
,4 m
FE
M 1
00
1-H
=60
,4 m
FE
M 1
001-
H=
66,4
m
C2
5-H
=60
,4 m
FE
M 1
001-
H=
66,4
m
C25
-H=
66,4
mF
EM
100
1-H
=72
,4 m
FE
M 1
001-
H=
40/5
8 m
max
C25
-H=
25,4
/43
,4 m
max
FE
M 1
00
1-H
=25
,4/4
3,4
m m
ax
C25
-H=
25,
4/43
,4 m
max
FE
M 1
001-
H=
25,4
/43,
4 m
max
C25
-H=
25,4
/43
,4 m
max
D
15°
7
6715°
57
15°
3
15°
1
3
57
15°
1
3
6 7
15°
7
C80T
A
B
EC
1,2
8 m
ts
1,7
8 m
ts
0,4
mts
4 m
ts
2 m
ts
15°
1
2
3
4
5
67
60 m 2300 Kg
2300 Kg
55 m 3000 Kg
3000 Kg
50 m 3700 Kg
3500 Kg
45 m 5000 Kg
4800 Kg
40 m 6400 Kg
6200 Kg
35 m 8000 Kg
8000 Kg
30 m 8000 Kg
8000 Kg
5
4
1
2
3
1
2
3
1
2
3
1
2
En servicioIn service
2,3
5
6
31,6m 8000Kg
24m 12000Kg
31,6m 8000Kg
23,9m 12000Kg
31,7m 8000Kg
18,5m 16000Kg
32,9m 8000Kg
19,7m 16000Kg
34,4m 8000Kg
20,2m 16000Kg
20,5m 16000Kg
17,7m 16000Kg
A CD EB
2/9
SL 240
Curvas de cargas - Load diagrams - Lastkurven - Courbes de charges - Curve di carico - График грузоподъёмности
7,8
H1 H + 23,8H + 6,7 H + 29,3
H1
18,5 m
H13,8 m
30 m
H1
0,8
13,2
60 m
H755 m
H650 m
H545 m
H440 m
H335 m
H2
H2
21,5 m
H321,3 m
H4
20,4 mH5
22,6 mH6
24,7 mH7
26,8 m
H24,2 m
H34,6 m
H45,1m
H55,5 m
H66,0 m
H76,4 m
1
35
40
45
H = m
1 2 3
H2H3
H4
H5
H + 28,2H + 34,3
H + 40,5
H + 45,2H + 12,1
H + 10,9
H + 9,5H + 8,2
30
H + 34,5H + 39,6
H + 44,6
H + 49,7
Pluma maxima -Portée maxi- Sbraccio massimo - Maximum jib -Max. Ausleger
Pluma min. en servicio - Portée min. in service - Minimum jib ( in service) - Sbraccio min. in servizio - Mindst. Ausleger in Betrieb
Pluma min. fuera de servicio - Portée min. hors service - Minimum jib ( out of service) -
Sbraccio min. fuori servizio - Mindst. Ausleger ausser Betrieb
Altura torre - Hauteur mat - Tower height - Altezza torre - Turmhohe
2
3
1
2
3
H
15°
50
55
60 1 + 2 + 3 + 4 + 5 + 6 + 7
1 + 2 + 3 + 4 + 5 + 7
1 + 2 + 3 + 5 + 6 + 7
1 + 2 + 3 + 5 + 7
1 + 2 + 3 + 6 + 7
1 + 3 + 5 + 7
1 + 3 + 6 + 7
1,6
H6
H7
H + 49,8
H + 54,3H + 14,6
H + 13,5 H + 54,8
H + 59,8
H
55°60°65°85°
3/9
SL 240
Kg
m8743 6887 5506 4437 3585 2889 23001137112000
10 15 23.8 25 30 35 40 45 50 5520 60
10 15 23.9 25 30 35 40 45
8768 6947 5591 4541
50
3703
55
3000
20 m
Kg
120001200012000
10 15 24 25 30 35 40 45
917312000 12000 11803
20 m
Kg1200012000 7314 5929 4800
10 15 24 25 30 35 40
960412000 12000 12000
20 m
Kg1200012000 7706 6200
1134612000120001200012000
10 15 23.4 25 30 35 40 45
8548
50
12000 12000 11100
20 m
Kg1200012000 6746 5404 4364 3500
10 15 25 25.8 30 35
1005512000 12000 12000
20 m
Kg1200012000 8000
10 15 20 25 30
800016000 13948 10472
17.7 m
Kg1600016000
30 m
10 15 20 25 30 4035 45
8000 6879 5500
31.6
4434
50
3583
55
2888
m
Kg
10 15 25 30 30.7 35 40 45
8000 6532 5197 4165
50
3342
55
2669
20
60
2300
60
2100
10 15 24 25 30 35 40 45
8584
50 55
12000 12000 11229
20 60
m
Kg
m
Kg
80008000800080008000
80008000800080008000
1200012000 6717 5327 4251 3394 2693 2100
10 15 20 25 30 4035 45
8000 6940 5586
31.6
4539
50
3702
55
3000
m
Kg
10 15 25 30 30.8 35 40 45
8000 6622 5309 4293
50
3481
55
2800
20
10 15 23 25 30 35 40 45
8607
50 55
12000 12000 11203
20
m
Kg
m
Kg
80008000800080008000
80008000800080008000
1200012000 6773 5408 4352 3508 2800
10 15 20 25 30 4035 45
8000 6923 5591
31.7
4558
50
3700
m
Kg
10 15 25 30 30.3 35 40 45
8000 6634 5338 4334
50
3500
20
10 15 23.4 25 30 35 40 45
8721
50
12000 12000 11258
20
m
Kg
m
Kg
80008000800080008000
80008000800080008000
1200012000 6928 5593 4559 3700
10 15 20 25 30 4035 45
8000 7499 6122
32.9
5000
m
Kg
10 15 25 30 32.3 35 40 45
8000 7238 5895 4800
20
10 15 24.7 25 30 35 40 45
935212000 12000 11969
20
m
Kg
m
Kg
80008000800080008000
80008000800080008000
1200012000 7502 6124 5000
10 15 20 25 30 35
8000 7897
34.4 m
Kg
10 15 25 30 33.5 35
8000 7666
20
10 15 25 25.6 30 35 40
978912000 12000 12000
20
m
Kg
m
Kg
80008000800080008000
80008000800080008000
1200012000 7899 6400
60 m
55 m
50 m
35 m
10 15 20 25 30 35 40 45
8541
50
16000 14973 11088
18.5 m
Kg1600016000 6741 5401 4363 3500
10 15 20 25 30 35 40 45
916716000 15800 11794
19.7 m
Kg1600016000 7311 5928 4800
45 m
10 15 20.2 25 30 35 40
960016000 16000 12280
17 m
Kg1600016000 7704 6200
40
6400
40
6200
10 15 18 20 25 35
8000 8000
30 m
Kg
10 15 20 25 30 35
8000 8000
18
10 15 25 25.8 30 35
1001012000 12000 12000
20
m
Kg
m
Kg
80008000800080008000
80008000800080008000
1200012000 8000
10 15 20.5 25 30 35
1005316000 16000 12756
20 m
Kg1600016000 8000
40 m
10 15 18 20 25
8000
30 m
Kg
10 15 20 25 30
8000
18
10 15 22.2 25 30
800012000 12000 10420
20
m
Kg
m
Kg
80008000800080008000
80008000800080008000
1200012000
10 15 22.2 25 30
800012000 12000 10475
20 m
Kg1200012000
4/9
SL 240
30m
36m/42m
30m/36m
24
21
21
21
18
55m
60m
35m
40m
45m
50m 30m/36m
30m/36m
24m/30m
D2 min/max
24m/36m
24m/36m
24m/36m
24m/36m
24m/36m
24m/36m
24m/36m
"T"
D1
D3
D2
D1 min/max D3 max
36m/48m
36m/42m
30
24
S 23 22 30m14
16
12
14
16
10
12
14
16
54
54
36
42
48
48
30
36
42
10
42
30m40m
45m50m55m60m
X
Y
H
C
i Consultarnos-Consultateci-Consult us-Nous consulter-Auf anfrage
C (mts) H (mts)
x (mts)
y (mts)
10
12
42
48
3
2.5
S2322- A
S2322- B
Mecanismos - Mechanisms - Antriebe - Mécanismes - Meccanismi - Приводы
Bloque de contrapeso- Counterweight blocks- Gegengewichtsblöcke- Bloc de contrepoid- Blocco di contrappeso - Плиты противовесa
Proceso de trepado - Climbing - Kletterkrane - Telescopable - Sopralzo idraulico - Процесс наращивания крана
A
50 m
B C
1 4 -
24200 Kg
A
45 m
B C
A
40 m
B C
A
55 m
B C
A
35 m
B C
1 3 1
21950 Kg
A
30 m
B C
A
60 m
B C
1 4 1
26450 Kg
1 4 1
26450 Kg
1 4 -
24200 Kg
1 4 -
24200 Kg
1 3 1
21950 Kg
- -
H.B.G 230Mts Ø16
H.B.G 172Mts Ø16
r.p.m
Kw
Kw
2 x 10,8
670 0,72
Kwm/min 0 24
m/min
Kw
Kg 800067
12000
90 Hp (67Kw)-INV
230067
34500 39.8 0 120 0 26.5 0 80
14500 159
21500 106
H.B.G 344Mts Ø16
67 67 67 67
1.7 min. de 15° a 85°1.7 minutes from 15° to 85°
2 x 10,8
16000 46000 19.9 0 60
29000 79
67 67 67
450 kVA 150 KWElevación / Hoisting / Heben / Levage / Sollevamento
Orientación / Slewing / Schwenken / Orientation / RotazioneTraslacion / Travelling / Schienenfahren / Translation / Traslazione
Cable / Rope / Seil / Câble / Fune
100m4x95mm2
400 V50 Hz60 Hz
2006/95/CEE
2000/14/CEE2005/88/CEE
Elevación de pluma / Luffing / Ausleger-Einziehen / Relevage / Brandeggio
5/9
SL 240
FEM 1001 / FEM 1004-C25 / EN 14439 - Mástil / Masts / Maste / Mat / Torre / Torre / Комплектaция башни
54,40
6x6m
A-B-C 8x8m
ED D
35
40
45
30
50
55
60 25,40
31,40
31,40
31,40
37,40
37,40
FEM 1004 C25
max. H(m)
FEM 1001
43,40
35
40
45
30
50
55
60 36,40
42,40
48,40
48,40
54,40
54,40
FEM 1004 C25
max. H(m)
FEM 1001
54,40
42,40
48,40
48,40
48,40
54,40
54,40
60,40
35
40
45
30
50
55
60 -
-
54,40
54,40
60,40
60,40
FEM 1004 C25
max. H(m)
FEM 1001
66,40
60,40
60,40
60,40
66,40
66,40
72,40
35
40
45
30
50
55
60 40,00
46,00
46,00
46,00
52,00
52,00
FEM 1004 C25
max. H(m)
FEM 1001
58,00
1
2
3
4
5
6
7
8
9
10
60,40 m
54,40 m
48,40 m
42,40 m
36,40 m
30,40 m
24,40 m
18,40 m
10
x S
2322
1
2
3
4
5
6
7
8
9
10
60,40 m
54,40 m
48,40 m
42,40 m
36,40 m
30,40 m
24,40 m
18,40 m
9 x
S23
22
11
12
72,40 m
66,40 m
3 x
S23
26 1
2
3
4
5
6
43,40 m
37,40 m
31,40 m
25,40 m
6,2
0 m
19,40 m
(C25)
(C25)
(C25)
1
2
3
4
5
6
7
8
9
58,00 m
52,00 m
46,00 m
40,00 m
34,00 m
28,00 m
22,00 m
(C25)
6 m
4 m
40,00
46,00
46,00
46,00
52,00
52,00
58,00
25,40
31,40
31,40
31,40
37,40
37,40
43,40
6/9
SL 240
Dimensiones y transporte - dimensions and transport - Abmessungen und Transport - dimensions et des transporte - dimensioni e trasporti - Размеры и транспорта
7/9
SL 240
8/9
SL 240
9/9
SL 240
