1/11
SL 620
EN 14439‐FEM 1004‐ C25 / FEM 1001
B
C25
-H=
56/6
8 m
max
FE
M 1
001-
H=
56/7
4 m
max
C100T
C
C25
-H=
56/6
8 m
max
FE
M 1
001-
H=
56/7
4 m
max
A
0,4
mts
B C
1
2
3
4
5
67
8
2,3
1
2
3
4
5
7 8
1
2
3
5
67
8
1
2
3
57
8
1
2
3
67
8
1
3
57
8
1
3
58
60 m 9000 Kg
8900 Kg
55 m 11000 Kg
10900 Kg
50 m 13100 Kg
13000 Kg
45 m 15100 Kg
15100 Kg
40 m 16500 Kg
16500 Kg
65 m 7500 Kg
7400 Kg
35 m 21200 Kg
21200 Kg
25m 36000Kg
33,6m 24000Kg
24,7m 36000Kg
33,3m 24000Kg
24,7m 36000Kg
33,5m 24000Kg
24,6m 36000Kg
33,6m 24000Kg
24,3m 36000Kg
33,1m 24000Kg
22,9m 36000Kg
31,3m 24000Kg
24m 36000Kg
32,9m 24000Kg
1
3
8
30 m 24000 Kg
25500 Kg23,8m 36000Kg
7
C25
-H=
54,
4 m
FE
M 1
001-
H=
60,4
m
C25
-H=
60,4
m
FE
M 1
001-
H=
66,4
m
C25
-H=
60,
4 m
FE
M 1
001-
H=
66,4
m
C25
-H=
60,4
mF
EM
100
1-H
=66
,4 m
C25
-H=
66,
4 m
FE
M 1
001-
H=
72,4
m
C25
-H=
54,4
m
FE
M 1
001-
H=
60,4
m
C25
-H=
66,4
mF
EM
100
1-H
=72
,4 m
C25
-H=
66,
4 m
FE
M 1
001-
H=
72,4
m
A
15°
15°15°
15°15°
15°15°
15°
En servicioIn service
2 m
ts
C100T
1,28
mts
2/11
SL 620
Curvas de cargas - Load diagrams - Lastkurven - Courbes de charges - Curve di carico - График грузоподъёмности
40
45
H = m
1 2 3
H2
H3
H4
H + 31,3
H + 37,3
H + 41,9H + 12,9
H + 11,6
H + 10,3 H + 36
H + 41
H + 45,9
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
1
2
3
H
50
55
60 1 + 2 + 3 + 4 + 5 + 7 + 8
1 + 2 + 3 + 5 + 6 + 7 + 8
1 + 2 + 3 + 5 + 7 + 8
1 + 2 + 3 + 6 + 7 + 8
1 + 3 + 5 + 7 + 8
H5
H6
H + 46,4
H + 50,9H + 15,5
H + 14,2 H + 50,9
H + 55,9
H
H7 H + 55,4H + 16,8 H + 60,9
H1 H + 27H + 9 H + 31 35 1 + 3 + 5 + 8
3,5
20,
2
3,8
9
1
2
3
4
5
67
8
60 m55 m
50 m H645 m H540 mH4
H3H2
35 m30 m
H1
65 m
H7H8
H8
28,8 m
H7
26,7 m
H6
24,6 m
H5
22,5 m
H4
20,4 m
H3
18,3 m
H2
18,8 m
H1
16,3 m
H8
5,4 m
H7
5 m
H6
4,5 m
H5
4,1 m
H4
3,6 m
H3
3,2 m
H2
2,8 m
H1
2,3 m15°
60°
65°
85°
1
3
2
H8 H + 60H + 18,3 H + 65,9
1 + 2 + 3 + 4 + 5 + 6 + 7+ 865
30 1 + 3 + 7 + 8
3/11
SL 620
10 15 20 25 30 35
24000 20644
31.3 m
Kg
10 15 22.9 25 30 35 40
2548136000 32301
20 m
Kg16500
35 m
40
16500
10 15 18 25 30 35
24000 21200
32,9 m
Kg
10 15 24 25 30 35
2713236000 34232
20 m
Kg21200
40 m
10 15 20 25 30 4035 45
24000 22445 18412
33,3
15293
50
12806
55
10776
m
Kg
60
9000
10 15 24,7 25 30 35 40 45 50 5520 60 m
10 15 20 25 30 4035 45
24000 22658 18685
33,5
15612
50
13160
55
11000
m
Kg
10 15 20 25 30 4035 45
24000 22762 18830
33,6
15786
50
13100
m
Kg
10 15 24,6 25 30 35 40 45 50
36000 35427
20 m
Kg13000
10 15 20 25 30 4035 45
24000 22280 18456
33,1
15100
m
Kg
10 15 24.3 25 30 35 40 45
2747136000 34773
20 m
Kg15100
60 m
55 m
50 m
45 m
Kg89003543936000
10 15 24,7 25 30 35 40 45
27897
50 55
10900
20 m
Kg3545736000
10 15 20 25 30 4035 45
24000 22683 18549
33,6
15352
50
12805
55
10726
m
Kg
60
8995
10 15 22 25 30 35 40 45 50 5520 60 m2400065 m
Kg28139 22583 18449 15252 12705 10626 889536000
65
7500
65
7400
22345 18312 15193 12706 1067627764
24000
22558 18585 15512 13060
22662 18730 1568627946
22312 18471
20661
30 m10 15 18 25
24000
30 m
Kg
10 15 23,8 25 30
2550036000 33941
20 m
Kg
25
24000240002400024000
36000360003600036000
2400024000240002400024000
360003600036000
24000240002400024000
360003600036000
2400024000240002400024000
360003600036000
2400024000240002400024000
360003600036000
2400024000240002400024000
360003600036000
2400024000240002400024000
360003600036000
2400024000240002400024000
360003600036000
4/11
SL 620
FEM 1001 / FEM 1004-C25 / EN 14439 - Mástil / Masts / Maste / Mat / Torre / Torre / Комплектaция башни
BA
35
40
45
50
55
60 44,00
50,00
56,00
FEM 1004 C25
max. H(m)
FEM 1001
35
40
45
50
55
60 42,40
48,40
48,40
48,40
54,40
54,40
FEM 1004 C25
max. H(m)
FEM 1001
48,40
54,40
54,40
54,40
60,40
60,40 35
40
45
50
55
60 44,10
44,10
50,10
50,10
56,10
FEM 1004 C25
max. H(m)
FEM 1001
1
2
3
4
5
6
7
8
9
54,40 m
48,40 m
42,40 m
36,40 m
30,40 m
24,40 m
18,40 m
10 x
S23
26
6 m
50,10
50,10
56,10
56,10
62,10
50,00
56,00
62,00
C
44,00
50,10 56,10
50,00
50,00 56,00
50,00 56,00
65 42,40 48,40 65 44,00 44,00 65 44,10 44,10
10
60,40 m
(C25)
30 54,40 60,40 30 56,00 62,00
10x10m 10x10m
1
2
3
4
5
6
7
8
9
62,00 m
56,00 m
50,00 m
44,00 m
38,00 m
32,00 m
26,00 m
9 x
S23
26
(C25)
1
2
3
4
5
6
7
8
9
62,10 m
56,10 m
50,10 m
44,10 m
38,10 m
32,10 m
26,10 m
9 x
S23
26
(C25)
30 56,10 62,10
6,20
m
6,2
0 m
5/11
SL 620
A
35
40
45
50
55
60 54,40
60,40
60,40
60,40
66,40
66,40
FEM 1004 C25
max. H(m)
FEM 1001
66,40
66,40
66,40
72,40
72,40
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
2326
11
66,40 m
S23
26Z
R
(C25)
60,40
B
35
40
45
50
55
60 56,00
56,00
62,00
FEM 1004 C25
max. H(m)
FEM 1001
62,00
62,00
74,00
C
1
2
3
4
5
6
7
8
9
10
62,00 m
56,00 m
50,00 m
44,00 m
38,00 m
32,00 m
26,00 m
20,00 m
9 x
S23
26
1
2
3
4
5
6
7
8
9
10
62,10 m
56,10 m
50,10 m
44,10 m
38,10 m
32,10 m
26,10 m
20,10 m
9 x
S23
26
62,00
62,00
68,00
68,00
68,00
68,00
35
40
45
50
55
60 56,10
56,10
62,10
FEM 1004 C25
max. H(m)
FEM 1001
62,10
62,10
74,10
62,10
68,10
68,10
68,1062,10
68,10
65 54,40 60,40 65 56,00 56,00 65 56,10 56,10
S23
26Z
12
72,40 m
S23
26Z
RS
2326
Z
74,00 m
68,00 m (C25)
11
S23
26Z
RS
2326
Z
11
74,10 m
68,10 m (C25)
30 66,40 72,40 30 74,0068,00 30 74,1068,10
10x10m 10x10m
6,20
m
6,20
m
6/11
SL 620
Mecanismos - Mechanisms - Antriebe - Mécanismes - Meccanismi - Приводы
r.p.m
Kw
Kw
2 x 21,1
930 0,72
Kwm/min
m/min
Kw
Kg 24000123
36000
167 Hp (123Kw)-INV
16000123
300000 21 0 31 0 14 0 16,5
120000 42
180000 27,5
H.B.G 400Mts Ø26
123 123 123 123
2,3 min. de 15° a 85°2,3 minutes from 15° to 85°
550 kVA 250 KW
Elevación / Hoisting / Heben / Levage / Sollevamento
Orientación / Slewing / Schwenken / Orientation / RotazioneTraslacion / Travelling / Schienenfahren / Translation / Traslazione
Cable / Rope / Seil / Câble / Fune
100m4x120mm2
400 V50 Hz60 Hz
2006/95/CEE
2000/14/CEE2005/88/CEE
Elevación de pluma / Luffing / Ausleger-Einziehen / Relevage / Brandeggio
H.B.G 265Mts Ø26
- -
i
i
i Consultarnos-Consultateci-Consult us-Nous consulter-Auf anfrage
7/11
SL 620
Proceso de trepado - Climbing - Kletterkrane - Telescopable - Sopralzo idraulico - Процесс наращивания крана
X
Y
H
C
i Consultarnos-Consultateci-Consult us-Nous consulter-Auf anfrage
C (mts) H (mts)
x (mts)
y (mts)
14
48
3
2.5
S2326- A
S2326- B
16
18
D1
D3
D2
D1 min/max D3 max
36m/48m 36
S 2326
36m/48m
30m/42m
36
30
30
30
24
55m
60m
30m
40m
45m
50m 30m/42m
30m/42m
36m/36m
D2 min/max
"U"
18m/24m
35m
2465m 36m/36m
18m/24m
18m/24m
18m/24m
18m/24m
18m/24m
18m/24m
21
40m
14
4216
18
21
45m
14
4216
18
21
60m55m50m
65m
36m/48m 3635m 18m/24m
30m
8/11
SL 620
Dimensiones y transporte - dimensions and transport - Abmessungen und Transport - dimensions et des transporte - dimensioni e trasporti - Размеры и транспорта
L(m) H(m)W(m) Peso(Kg)
10.4 51002.162.17
Pluma tramo primero / Jib heel section / Ausleger-Anlenkstück / Pied de fleche /Settore articolato di braccio /
Elemento intermedio de pluma / Intermediate jib section / Ausleger-ZwischenstückElément interm. de fleche / Spezzone di braccio /
10.37 26002.162.12
L
H
W
L
Nº 2
W
H
Elemento intermedio de pluma / Intermediate jib section / Ausleger-ZwischenstückElément interm. de fleche / Spezzone di braccio /
10.37 24102.162.12
L
Nº 3
W
H
Elemento intermedio de pluma / Intermediate jib section / Ausleger-ZwischenstückElément interm. de fleche / Spezzone di braccio /
10.37 22152.162.12
L
Nº 4
W
H
Elemento intermedio de pluma / Intermediate jib section / Ausleger-ZwischenstückElément interm. de fleche / Spezzone di braccio /
10.37 21252.162.12
L
Nº 5
W
H
Elemento intermedio de pluma / Intermediate jib section / Ausleger-ZwischenstückElément interm. de fleche / Spezzone di braccio /
5.27 10252.162.12
L
Nº 6
W
H
Elemento final de pluma / Intermediate jib section / Ausleger-ZwischenstückElément interm. de fleche / Spezzone di braccio /
5.31 13102.162.12
L W
H
Elemento intermedio de pluma / Intermediate jib section / Ausleger-ZwischenstückElément interm. de fleche / Spezzone di braccio /
5.27 10252.162.12
L
Nº 7
W
H
Nº 8
9/11
SL 620
Contrapluma / Counter-jib / Gegenausleger / Contre-fleche / Controbraccio
L
H
W
8.00 63152.302.40
L(m) H(m)W(m) Peso(Kg)
Plataforma de giro / Slewing platform / Drehbühne / Plateforme tournante /Cavalletto piattaforma girevole /
L W
H
Unidad de rotacion / Complete slewing unit / Drehbühne / Orientation / Rotazione
L W
H 7.30 181954.404.84
3.1 87401.992.32
Caballete / Frame / Bock / Chevalet / Cavalletto / Cavalete /
L W
H 2.4 32102.82.3
Giratorio / Slewing / Drehbühne / Plateforme tournante/ Cavalletto piattaforma girevole /
L W
H 3.1 119504.402.32
Cabina y soporte / Cabin and platform / Kabine und wartungs / Cabine et support /Cabina e supporto /
L W
H 7.59 30352.321.82
10/11
SL 620
Caballete de pluma / Jib gantry / Auslegerabspannbock / Chevalet de haubange de flèche/Tirante braccio /
H
W
L16.8 94201.912.12
Equipo de Pluma abatible / Luffing winch / Einziehwerk / Relevage / Brandeggio
Gancho Inferior / Lower Hook / Den unteren Haken / Crochet inférieure/ Gancio inferiore /
Gancho Superior / Upper Hook / Oberen Haken / Crochet supérieur / Gancio superiore/
L W
H
L W
H
L W
H
L W
H
Equipo de elevacion / Hoist winch / Heben / Levage / Sollevamento /
2.8 59501.612.25
2.8 48501.602.21
1.70 6491.520.51
1.17 5500.860.31
L(m) H(m)W(m) Peso(Kg)
Elemento de empotre / Foundation anchor / Fundamentanker / Pieds de scellement El annegare /
H
W L
H
W L
Dima
Elemento de torre S23 / Tower section S23 / Turmstück S23 / Elément de mât S23 /Elemento di torre S23 /
L
W,H
0.5 284020.5
0.5 31602.40.5
2.31 16500.82.34
S75R16/22
S75R16/26
DIMA
6 61982.342.31U
Marco trepado externo / Tie-frame / Cadre d´encrage externe / Sopralzo con ancoraggio esterno /
L
W
H
3.52 3.49 0.42 3900
11/11
SL 620
40" HC x 14 - HBG 36 mt x 14 - HBG 36 mt
Tramo trep. A S23 / Tower section A S23 / Turmstück A S23 / Elément de mât A S23 /Elemento di torre a S23 /
L
W,H
Tramo trep. B S23 / Tower section B S23 / Turmstück B S23 / Elément de mât B S23 /Elemento di torre B S23 /
L
W,H
6 48542.292.27A
6 48502.292.27B
L(m) H(m)W(m) Peso(Kg)
Jaula de telescopaje tipo S23 / Climbing cage type S23 / HydraulikbühneCage de telescopage type S23 / Gabbia di montaggio S23 /
H
WL
Completa / Full / Vollständige/Complete /completa /
Estructura / Steel frame / Struktur/ Construction /Struttura /
Hidraulico y accesorios / Hydraulic and accessories/ Hydraulik-und Zubehör
hydraulique et accessoires / idrauliche ed accessori /
11.6 135003.33.2
9550
3950
Marco trepado externo / Tie-frame / Cadre d´encrage externe / Sopralzo con ancoraggio esterno /
L
W
H
3.52 3.49 0.42 3900
H
L
W
Marco trepado interno S23 / Floor climbing frame/Cadre d´encrage interne /Sopralzo interno
Hidraulico y accesorios / Hydraulic and accessories/ Hydraulik-und Zubehör
hydraulique et accessoires / idrauliche ed accessori /
3.2 2.8 0.6 4720
3081
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