1/8 

TLS 70 10T

2 3 4 5 6 7 8 9 10 11 12

70 m18.6m10000 Kg

2 3 4 5 6 7 8 9 10 11

65 m2800-2600 Kg

20.8 m10000 Kg

2 3 4 5 6 7 8 9 10

60 m

3600-3400 Kg23.7 m

10000 Kg

2 3 4 5 6 7 8 9

55 m

4200-4000 Kg24,8 m

10000 Kg

2 3 4 5 6 7 8

50 m

4900-4700 Kg25.7 m

10000 Kg

2 3 4 5 6 7

45 m

5000-5500 Kg26.5 m

10000 Kg

2 3 4 5 6

40 m

5000-6600 Kg27.6 m

10000 Kg

2200-2000 Kg

C25

-47.

6 m

C50

-47.

6 m

D50

-41.

7 m

C60T

C60T

C60T

C25

-H=

60.6

m m

ax.

A

B

C

C50

-H=

54.7

m m

ax.

D50

-H=

42.9

m m

ax.

C25

-H=

61.1

m m

ax.

C50

-H=

55.2

m m

ax.

D50

-H=

43.4

m m

ax.

C25

-H=

61.2

m m

ax.

C50

-H=

55.3

m m

ax.

D50

-H=

43.5

m m

ax.

C60HB

F

C2

5-H

=4

2.4m

ma

xC

50

-H=

42.

4m m

ax

D50

-H=

36.5

m m

ax.

0,4 m

1,7 m

A C (OPCIONAL)DB

1.2

8 m

ts

1.7

8 m

ts

0.4

mts

2 m

ts

D

1.2m

F

S A E Z

2,2 m

119,8 m

4,25 m 0,5 m

0,8 m

2,35m

G

1.2

m

EN 14439‐FEM 1004‐ / FEM 1001 

2/8 

TLS 70 10T

15 20 25 35.535 40

5000

30

4520

45

3910

50

3430

60

2710

m

Kg

5000 5150 4350 3740 3250 2520

55

3040

2850

772010000 10000 9214

m

Kg

m

Kg

65

2440

2240

70

2200

2000

6210 2000

5000 4981 4440 3910 3110

m

Kg

5000 4940 4260 3720 2910

3470

3280

867010000 10000 10000

m

Kg

m

Kg

2800

2600

7000

5000 4500 3600

m

Kg

5000 4920 4310 3400

4010

3810

987010000

m

Kg

m

Kg8000

5000 4710

m

Kg

5000 4520

4200

4000

1029010000 10000 10000

m

Kg

m

Kg8350 6970

5000 4900

m

Kg

5000 4700

10000

m

Kg

m

Kg8660 7230 6170 5350 4700

5000

m

Kg

5000

10000

m

Kg

m

Kg8880 7420 6340 5500

5000

m

Kg

10000

m

Kg

m

Kg9230 7720 6600

55 m

50 m

45 m

60 m

40 m

65 m

70 m 15 20 25 3534 4030 45 50 6055 65 70

15 18.6 20 3530 4025 45 50 6055 65 70

15 20 25 39.835 4030 45 50 6055 65

15 20 25 38.335 4030 45 50 6055 65

15 20 20.8 3530 4025 45 50 6055 65

15 20 25 4035 4530 45.2 50 6055

15 20 25 4035 43.530 45 50 6055

15 20 23.7 3530 4025 45 50 6055

15 20 25 4035 4530 47.2 50 55

15 20 25 4035 4530 45.6 50 55

15 20 24.8 3530 4025 45 50 55

15 20 25 4035 4530 49.1 50

15 20 25 4035 4530 47.4 50

15 20 25 3530 4025.7 45 50

15 20 25 4035 4230 45

15 20 25 4035 4230 45

15 20 25 3530 4026.3 45

15 20 25 35 4030

15 20 25 3735 4030

15 20 25 3530 4026.5

10

5150 4350 3740 3250 25202850 2240

5820 4940 4260 3720 29103280 2600

6670 5680 4920 4310 34003810

5940 5150 4520 4000

5000500050005000 5000

5000500050005000

50005000500050005000

50005000500050005000

5000500050005000500050005000

500050005000500050005000

1000010000

5000500050005000500050005000

5000500050005000500050005000

5000500050005000500050005000

5000500050005000500050005000

100001000010000

5000500050005000500050005000

5000500050005000500050005000

100001000010000

500050005000500050005000

5000 5000 5000 5000 5000 5000 5000

100001000010000

A

60 m

B

20750 Kg

A

55 m

B

6 2

19500 Kg

A

50 m

B

5 3

18250 Kg

A

65 m

B

20750 Kg

A

45 m

B

5 2

16750 Kg

A

40 m

B

4 3

15500 Kg

A

35 m

B

4 2

14000 Kg

A

70 m

B

7 1

20750 Kg

7 1 7 1

Curvas de cargas- Load diagrams- Lastkurven- Courbes de charges- Curve di carico График грузоподъёмности

 

 

 

 

 

Bloque de contrapeso- Counterweight blocks- Gegengewichtsblöcke- Bloc de contrepoid- Blocco di contrappeso - Плиты противовесa 

3/8 

TLS 70 10T

0,3r.p.m

Nm

Kwm/min

0,62 x 65

110,9

11 / 37 / 75

Kwm/min

4 x 312 / 24

0,3 0,611

0,9

4 x 3

2 x 6512 / 24

m/min

Kw

Kg 5000 4000 10000 8000

56 Hp (42Kw) - INV

2500 50000 35 0 48 0 73 0 17.5 0 24 0 36.5

H.B.G 150Mts S/R Ø13

12500 107

25000 53.5

300 m

80 KW

POTENCIAINSTALADA

OPCIONAL

Elevación / Hoisting / Heben / Levage / SollevamentoDistribución / Trolleying / Katzfahren / Distribution / DitribuzioneOrientación / Slewing / Schwenken / Orientation / RotazioneTraslacion / Travelling / Schienenfahren / Translation / Traslazione

Opcional / Optional / Opzionale /*

Cable / Rope / Seil / Câble / Fune

100m4x35mm2

400 V50 Hz

380 V60 Hz

100m4x35mm2

2006/95/CEE

2000/14/CEE2005/88/CEE

2006/95/CEE

2000/14/CEE2005/88/CEE

42 42 42 42 42 42 42 42

11 / 37 / 75

100000 2.5

425000

0 5

42

0m/min5000

Kw

Kg33

5000 350033 33

1000033

10000 700033 33

45 Hp10T (33Kw) - INV-5V

200033

400033

6.3 0 33 0 45 0 65 0 3.1 0 16.5 0 22.5 0 32.5

H.B.G 126Mts S/R Ø12

125033

0 89250033

0 44.5H.B.G LEBUS 320Mts S/R Ø12

350 mLEBUS734 m

400V-50HZ/60HZ

MTS29.5

MONOBLOCK O/2.95m

A max.B max.C max.Hi max.

20.644.653.5

H max.94.7C+B+A

H max.115.3 / iC+B+B+A

Ot

Ot

PAGINA 4

*1

i Consultarnos-Consultateci-Consult us-Nous consulter-Auf anfrage

Mecanismos- Mechanisms- Antriebe- Mécanismes- Meccanismi - Приводы

 

 

 

Proceso de trepado- External climbing- Kletterkrane- Telescopable- Sopralzo idraulico - Процесс наращивания крана

  

4/8  

TLS 70 10T

S75R16/26

6m

6m6m

2,3m

16xM45L

16xM45L

16xM45L

T

U

U

U6m

6m

16xM45L

T

6m

T

16xM52L

16xM52L

H (m):83.5

6m

16xM45LX

8xM455,9

m

O

8xM45

2,30m

11

,8m

8xM45

O

8xM45

11,8

m

8xM45

O

8xM45

8xM45

8xM45

C50

S75R16/26

6m

6m6m

6m

2,3m

16xM45L

16xM45L

16xM45L

16xM45L

T

U

U

U

U6m

6m

16xM45L

T

6m

T

16xM52L

16xM52L

H (m):89.5

6m

16xM45LX

8xM455,9

m

O

8xM45

11,

8m

8xM45

O

8xM45

11,

8m

8xM45

O

8xM45

8xM45

8xM45

C25

11,8

m

O

11,8

m

O

S75R16/26

6m

6m6m

2,3m

16xM45L

16xM45L

T

U

U

U6m

6m

16xM45L

T

16xM52L

16xM52L

H (m):71.6

6m

16xM45LX

8xM45

11,

8m

8xM45

P

8xM45

11,

8m

8xM45

O

8xM45

8xM45

8xM45

D50

11,

8m O

S60R/16

11,

8m

16xM45

11,

8m1

1,8m

16xM45

16xM45

5,9

m

8xM45

8xM45

M

L

M

H:47.6 mtsS70/8

H:53.5 mts

11,

8m

S70R/16

16xM45

P

11,

8m8xM45

O

H:59.4 mts

K

K

8xM455,9

m

8xM45

O

1,7m

11,

8m

8xM45

5,9

m

O

8xM455,9

m

O

8xM455,9

m

O

8xM45

8xM45

C50

C25

C25

C50

8xM45

11,

8m

8xM458xM45

11,

8m

8xM458xM45

8xM45

O

O

11,

8m

8xM45

O

11,

8m

8xM45

OD5041.7m

O

8xM45

8xM45

O

8xM45

8xM45

5,9

m5

,9m

D50

C50

11,

8m

S70R/16

16xM45

P

11,

8m

8xM45

O

H:47.6 mts

8xM45

2,10m

11,

8m

8xM45

O1

1,8m

8xM45

O

D50

S75R16/22

6m6m

6m

16xM45L

16xM45LX

T

T

T6m

16xM45L

16xM45L

H (m):71.65

5,9

m

O

8xM45 C50

16xM45LT

11,

8m

8xM45

O

11,

8m

8xM45

O

11,8

m

8xM45

O

8xM45

S75R16/22

6m6m

6m

16xM45L

16xM45LX

T

T

T6m

16xM45L

16xM45L

H (m):71.55

C25

11,

8m

8xM45

O

11,

8m

8xM45

O

11,

8m

8xM45

O

11,

8m

8xM45

O

8xM45

S75R16/22

6m6m

16xM45LX

T

T6m

16xM45L

16xM45L

H (m):59.65

5,9

m

O

8xM45 D50

11,

8m

8xM45

P

11,

8m

8xM45

O

11,

8m

8xM45

O

8xM45

C25

47.6m

41.7m

47.6m

53.5m

2,30m

S70/8H:53.5 mts

8xM45

Ot

11,

8m

C25

C50

8xM45

D50

47.6m

41.7m

8xM458xM458xM45

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

8xM458xM458xM45Ot

*1

FEM 1005-C25-C50-D50 / EN 14439- Mástil / Reacciones- Masts / Reactions- Maste / Eckdrücke-Mat / Réactions- Torre / Réazioni / Реакции - Комплектaция башни

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

5/8  

TLS 70 10T

T = S2322 16/16 M45L

U = S2326 16/16 M52L

T (t)

M (t. m.)

P (t)

R R1 2

M (T·m)T (t)P (t)

H (m)

R (t)R (t)

1

2

C 2

5M (T·m)

T (t)P (t)

H (m)

R (t)R (t)

1

2

C 5

0

M (T·m)T (t)P (t)

H (m)

R (t)R (t)

1

2

D 5

0

K = S17 8/8L = S17 16/8N = S21-S17 8/8O = S21 8/8P = S21 16/8

503.59.44

67.86

47.60

221.9252.7

53.50563.710.4673.82187.6221.1

59.40648.214.4979.47215.1254.9

71.55933

17.7193.32298.5345.1

89.501545.5

24.6115.92

504562

503.59.44

67.86

47.60

221.9252.7

47.60488.49.48

64.83162.3191.8

53.50582.214.6476.77191.9230.3

71.651070.920.2795.42345.5393.2

83.501469.324.34

109.62479.4534.2

M O P T U

482.215

69.51

41.70

209.9244.6

486.915.572.17

41.70

158.5194.6

640.817.4574.07

47.60

213.8250.8

981.121.5785.02

59.65

317.1359.6

1414.527.18

101.32

71.60

462.5513.2

M O P T U

M O P T U

(A)

R1

(F/G)

R1

C60HB

Z (t)

H (m)

R1 (t)C2

5 54.7 m

140 t127.9 t

48.8 m

115 t100.6 t

42.9 m

95 t90.7 t

37 m

75 t81.7 t

31.1 m

60 t76 t

Z (t)

H (m)

R1 (t)C5

0

Z (t)

H (m)

R1 (t)D50

105 t93.2 t

85 t84.2 t

65 t76.1 t

50 t71 t

85 t80.7 t

65 t72.5 t

45 t66.7 t

Z (t)

H (m)

R1 (t)C2

5 36.5 m

75 t80.1 t

30.6 m

60 t73.8 t

24.7 m

45 t68.4 t

18.8 m

40 t63.6 t

12.9 m

45 t59.5 t

Z (t)

H (m)

R1 (t)C50

Z (t)

H (m)

R1 (t)D50

65 t73.9 t

12.9 m

65 t69.8 t

C60T

43.1 m

95 t88.8 t

36.5 m30.6 m24.7 m18.8 m 42.4 m

85 t82 t

105 t91.3 t

50 t68.4 t

40 t63.6 t

45 t59.5 t

12.9 m 36.5 m30.6 m24.7 m18.8 m

50 t63.6 t

45 t59.5 t

85 t78.2 t

115 t89.7 t

60.6 m

170 t157.7 t

54.7 m48.8 m42.9 m37 m31.1 m25.2 m

130 t114.4 t

150 t142 t

42.9 m37 m31.1 m25.2 m19.3 m

115 t93.2 t

140 t120.8 t

48.3 m

115 t98.8 t

(F/G) (F/G) (F/G) (F/G) (F/G) (F/G) (F)

2.1

2.3

 

 

 

 

 

 

 

 

 

 

 

 

FEM 1005-C25-C50-D50 / EN 14439- Bloque lastre de base- Base ballast block- Grundballastblöcke -Bloc de lest de base- Blocco di zavorra alla base - Балласты опорной рамы

 

 

 

 

 

 

 

 

 

 

 

 

 

  

6/8  

TLS 70 10T

L(m) H(m)W(m) Peso(Kg)

11.8 57002.361.63

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

5.35 16452.301.5023

6.55 15102.301.5045.3 20002.3055.3 7701.8465.26 67575.25 6201.8485.21 4251.4295.18 39510

Gancho, Carro y Puntera / Hook, Trolley and jib head / Lasthaken - Laufkatze-Cabeça de LançaCrochet - Chariot-Pointe de fleche / Gancio - Carrello e Punta freccia

WL WL

L

WH

H H

2.44 3901.581.651.24 7501.750.640.93 2001.421.7

Contrapluma 1/ Counter-jib / Gegenausleger / Contre-fleche / Controbraccio

5.00 26002.321.90

Bloque de contrapeso / Counterweight blocks / Gegengewichtsblöcke / Bloc de contrepoids /Blocco di contrappeso

L

AW

LH

W BH

3.5 27500.291.25

1.83 15000.291.25

L

H

W

L L

Nº 2, Nº 3

W

Nº 4

W

H H

L

5.15 305115.11 25512

L

H

W

Contrapluma 2/ Counter-jib / Gegenausleger / Contre-fleche / Controbraccio

11.94 25750.601.80

A

B

Elemento de empotre / Foundation anchor / Fundamentanker / Pieds de scellement El annegare

Nº 5

W

H

Nº 6,Nº7

W

H

L W

H

L

Nº 8

W

H

L

Nº 9,10,11

W

H

L

Nº 12

5.35 14252.301.50

1.50

1.501.50

1.50

1.501.50

1.501.50

1.84

1.421.421.42

L

H

W

H

W

L

1,85 9561,61,85

1,85 11081,61,85

2,27 11221,62,27

2,27 12741,62,27

0.5 284020.5

S60/8

S60/R16

S70/8

S70R/16

S75R16/22

0.5 31602.40.5S75R16/26

0.5 34002.40.5S75R24/26

H

W L

H

WL

Dima

S75R16/20 0.35 12001.60.35

2.31 16500.82.34Dima

Dimensiones y transporte- dimensions and transport - Abmessungen und Transport- dimensions et des transporte - dimensioni e trasporti - Размеры и транспорта

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

7/8  

TLS 70 10T

L(m) H(m)W(m) Peso(Kg)

Niveladores / Levellers / Spindel pyramide / Niveleurs / Piedi regolabile

H

W

n.° 4

L

H

WL

Traslacion / Travelling bogies / Kranfahren / Traslation / Traslazione

1,20 2500,901,20

1,15 5050,451,25

(x4)

H

WL

1,15 4500,450,25

(x2)

(x2)

Elemento de torre / Tower section / Turmstück / Elément de mât /Elemento di torre

WL

11,8 L

K K

35,9

14251,8524721,85

55201,85

1,851,85

1,85

11,8 K 46001,851,85

5,9 O

P O

11,83

570015452640

2,272,272,27

11,8 O 50442,27

N 5,9 3500

H

2,272,272,27

2,27

L 2,271,85

2,271,85

T X

66

43004000

2,272.27

2,292,29

(N)

U 6 59102,31 2,34 Z 6 59802,61 2,34

3,75 54001,20,5

WL

H

Bloque apoyo de base / Base support block / Grundballastblöcke / Bloc de appui de baseBlocco di appoggio alla base

Cabina y soporte / Cabin and platform / Kabine und wartungs / Cabine et support /Cabina e supporto

L W

H3,00 5582,351,15

Viga principal base C60HB / Main base beam / Hauptträger für fundamentkreuzPoutre de châssis de base / Trave principale della base

WL

H

8,65 0,78 0,92 4300

4,27 20250,970,68

WL

H

Semiviga secundaria base C60HB / Half base beam / Halbträger für fundamentkreuzSemipoutre de châssis de base / Semitrave secondaria della base

(x2)

11,8 M 57981,851,85

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

  

8/8  

TLS 70 10T

L(m) H(m)W(m) Peso(Kg)

9 26040.830.72

Base C60T / Crossbase C60T / Fundamentkreuz C60T / Châsis C60T /Carro base C60T

L

W

H

LW

H

L

W

H

LWH

(x2)

(x4)

W

H

(x4)

4.38 9300.830.67

5.38 5600.280.28

6 59002.292.27

0.65 3150.450.65

Bloque lastre de base C60T / Base ballast block / Grundballastblöcke / Bloc de lest de baseBlocco di zavorra alla base

L

W

H

L

W

H

W

H

A B C

L

5.8 80000.431.5A

4 49000.431.5B

3.5 42000.431.5C

Unidad de rotacion O / Complete slewing unit / Drehbühne / Orientation / Rotazione

L W

H

L W

H

2.30 56001.832.30

2.22 19503.281.64

L W

H

2.30 69504.432.30

Jaula de telescopaje tipo O / Climbing cage type K / HydraulikbühneCage de telescopage type K / Gabbia di montaggio K /

Tramo trepador Ot / Tower element / TurmstückElément de mâture / Elemento di torre monolitico

2.95 16172.272.27

H

WL

7,35 72002,62,6

H

WL

Completa / Full / Vollständige/Complete /completa / ????? ?

Estructura / Steel frame / Struktur/ Construction /Struttura /

Hidrailuco y accesorios /

?????????5440

Hydraulic and accessories/ Hydraulik-und Zubehör

hydraulique et accessoires / idrauliche ed accessori / ?????????????? ? ??????????1760

? ???????? ??????

L

HW

2.71 2.71 0.26 1240

Marco trepado externo O / Tie-frame / Cadre d´encrage externe / Sopralzo con ancoraggio ?? ?? ? ? ? ??? ?? ? ?? ? ??? ?? esterno /

11.8 51422.272.27

O-2.95

O-2.95

O-2.95

40" HC x 8 - HBG 36mt x 8 - HBG 36.9 mt