FT SL 620 (27-11-15) REV1saezkulevincleri.com/pdf/SL 620.pdfFEM 1001 / FEM 1004-C25 / EN 14439 -...

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


10.37 24102.162.12

L

Nº 3

W

H


10.37 22152.162.12

L

Nº 4

W

H


10.37 21252.162.12

L

Nº 5

W

H


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


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


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


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


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

FT SL 620 (27-11-15) REV1saezkulevincleri.com/pdf/SL 620.pdfFEM 1001 / FEM 1004-C25 / EN 14439 -...

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