GISKB Technical Documentation GISKB III GISKB IV

01.10 9309.9810.1.doc

GISKB

01.01.10 9309.9812.1 2

Table of contents Page Table of contents ................................................... 2 General notes ........................................................ 3 Summary ............................................................... 4 Summary of suspension types .............................. 5 Guide notes for the suspension points .................. 6 Dimensioning suspended crane .........................7-8 Dimensioning the monorail .................................... 9 Approach and construction dimensions .............. 10 Track section ....................................................... 11 Cover ................................................................... 12 Profile junction ..................................................... 12 Crane bridge suspension..................................... 13 Trolley .................................................................. 13 Single pendulum crane bridge............................. 14 Single rigid crane bridge...................................... 15 Double rigid crane bridge .................................... 16 Monorail ............................................................... 17 Suspension pendulating short ............................. 18 Suspension pendulating from rod........................ 19 Bracing pendulating from rod .............................. 20 Load plate ............................................................ 21 Electric tug ........................................................... 22 Power supply summary ....................................... 23 Trailing cable ....................................................... 24 C-rail .................................................................... 25 Conductor line...................................................... 26

GISKB

01.01.10 9309.9813.1 3

General notes In this GIS document you will find information on the layout and design of suspended cranes and monorails for loads up to 2000 kg. 1. Crane systems can be designed quickly and efficently using the dimensioning documentation.

Technical notes: − The project documentation is compiled in accordance with current technology. − Only original GIS parts may be used. − The customer is responsible for the stability of the supporting structure. − Painting: The crane equipment is delivered with a grey primer (RAL 7004).

On request, a final coat of the paint of your choice can be applied, or alternatively it may be galvanised.

2. The technical information and dimensions are given for the components used, together with the order

numbers.

3. The form for "Planning small GIS crane systems" has been included as the last sheet in this document. It will make it easier for you to record the required data for the crane system.

Changes Changes in the contents of this documentation will be published via an exchange procedure. The corresponding page will be replaced and extended with a suffix letter after the 9-digit number. Supplements Where the supplement involves additional pages being added to the existing documentation, the page number is given a suffix letter. Signs and symbols

Crane bridge Profile Trolley Traverse Saddle

Flange width [mm] Load capacity [kg] Dead weight [kg] Mains power supply Order number

kg

N°

GISKB

01.01.10 9309.9814.1 4

Summary

Single bridge suspended crane

Double bridge suspended crane

Monorail

Page 1 Track section ....................................11 2 Suspension.........................................5 3 Profile junction ..................................12 4 Trolley ..........................................14-15 5 Trolley ...............................................16 6 Trolley ...............................................17 7 Load plate .........................................21 8 Cover ................................................12 9 Power supply ....................................23

GISKB

01.01.10 9309.9815.1 5

Summary of suspension types

Pendulating short, adjustable

Pendulating from rod, adjustable

Pendulating from rod, braced, adjustable

Page 1 Binding clip complete...................18-20 2 Ceiling clip ...................................18-20 3 Suspension short..............................18 4 Suspension from rod ........................19 5 Bracing..............................................20

GISKB

01.01.10 9309.9816.1 6

Guide notes for the suspension points of GISKB crane systems The distances between the suspension points depend on the profile size and the load. This dimensioning is carried out according to the diagrams or the calculation program. The type of suspension depends on the situation. The short suspension can be of a rigid or pendulating type. Suspensions from rods are only available in the pendulum version. The pendulum suspensions allow a more simplified assembly, avoiding alignment errors resulting from uneven ceilings. Care should be taken to ensure that the angle of the suspension is not more than 5° from the vertical. 1. Monorails suspended from rods Monorails suspended from rods do not have to be braced, provided that there is no side dragging of the hoist. However, in practice, side dragging cannot be prevented and so bracing is recommended. For rod suspensions of less than 0.5 m, no bracing is required. If the monorail is suspended from rods of 0.5 m or more, it should be braced longitudinally and laterally. Longitudinal bracing should be provided for both track ends and lateral bracing for every second suspension. 2. Suspended cranes suspended from rods If the suspended crane is suspended from rods by 0.5 m or more, the two crane tracks must be braced longitudinally and one crane track must be braced laterally. Longitudinal bracing is to be provided for both track ends and lateral bracing for every second suspension.

GISKB

01.01.10 9309.9817.1 7

3. Dimensioning suspended crane 3.1 Crane bridge Selecting the profile size depends on the load (P) and span (W) of the profile. The ideal profile size can be deter-mined from Tables 3-1 (single crane bridge) and 3-2 (double crane bridge). Load......... : The weight of the hoist and the trolley is taken account of in calculating the load (P). The maximum permissible load for GISKB III and GISKB IV = 2000 kg. Span ........ : The maximum span for each type of profile can be determined from the table. The maximum span is 11800 mm. The calculations in Tables 3-1 and 3-2 are based on a maximum deflection of W / 400 and a maximum tension of 180 N/mm2. The lifting load coefficient ψ and the dead weight coefficient ϕ are calculated according to DIN 15018. A calculation program is available for other deflection values. Permissible load overhang (y): For crane bridges, a load overhang is only permissible after calculating with the

calculation program. Table 3-1 Single crane bridge span W [m]

Load capacity GISKB III GISKB IV

100 kg 8.2 10.5 125 kg 7.8 10.2 160 kg 7.4 9.9 200 kg 7.0 9.3 250 kg 6.5 8.9 320 kg 6.0 8.2 400 kg 5.5 7.7 500 kg 5.1 7.2 630 kg 4.6 6.6 800 kg 4.1 5.9 1000 kg 3.6 5.4 1250 kg 2.9 4.9 1600 kg 2.4 4.0

Table 3-2 Double crane bridge span W [m]

Load capacity GISKB III GISKB IV

100 kg 9.4 11.8 125 kg 9.1 11.6 160 kg 8.7 11.3 200 kg 8.5 11.0 250 kg 8.1 10.8 320 kg 7.6 10.1 400 kg 7.2 9.7 500 kg 6.7 9.3 630 kg 6.2 8.5 800 kg 5.7 8.0 1000 kg 5.2 7.2 1250 kg 4.7 6.7 1600 kg 4.2 6.0

GISKB

01.01.10 9309.9818.1 8

400

0 1 2

0

100

300

200

1300

600

500

700

800

900

1000

1100

1200

1500

1400

1600

63 4 5 7 8

1700

1900

1800

2000

9

GISKB III

GISKB IV

400

0 1 2

0

100

300

200

1300

600

500

700

800

900

1000

1100

1200

1500

1400

1600

63 4 5 7 8

1700

1900

1800

2000

109 11 12

GISKB III

GISKB IV

10 11 12

3.2 Crane track The span length A is calculated using chart 3-3 (end field) and 3-4 (middle field). In the middle field, the resulting span length is greater than in the end field for the same load. The load PKB is composed of the crane load, the weight of the electric chain hoist and half that of the crane bridge. PKB = PH + P1 + 0.5 x PKT PKB = Crane track load [kg] PH = Permissible lifting capacity [kg] P1 = Dead weight of trolley and electric chain hoist [kg] PKT = Dead weight of crane bridge [kg] Permissible joint spacing (x)..... : The junction of two section tracks shall be at a distance of max. 0.2 x A and a

minimum of 100 mm from the nearest suspension point. Permissible load overhang (y) .. : In general, on crane rails no load overhang is used. Diagram 3-3 End field (EF) Diagram 3-4 Middle field (MF)

EF EFyx

EF EFMFy

GISKB

01.01.10 9309.9819.1 9

400

0 1 2

0

100

300

200

1300

600

500

700

800

900

1000

1100

1200

1500

1400

1600

63 4 5 7 8

1700

1900

1800

2000

9

GISKB III

GISKB IV

400

0 1 2

0

100

300

200

1300

600

500

700

800

900

1000

1100

1200

1500

1400

1600

63 4 5 7 8

1700

1900

1800

2000

109 11 12

GISKB III

GISKB IV

10 11 12

4. Dimensioning the monorail The span length A is calculated using chart 4-1 (end field) and 4-2 (middle field). In the middle field, the resulting span length is greater than in the end field for the same load. The load PHB is composed of the lifting load and the dead weight of the electric chain hoist. PHB = PH + P1 PHB = Monorail load [kg] PH = Permissible lifting capacity [kg] P1 = Dead weight of trolley and electric chain hoist [kg] Permissible joint spacing (x)..... : The junction of two section tracks shall be at a distance of max. 0.2 x A and a

minimum of 100 mm from the nearest suspension point. Admissible load overhang (y) ... : In general, on monorails no load overhang is used. Diagram 4-1 End field (EF) Diagram 4-2 Middle field (MF)

EF EFyx

EF EFMFy

GISKB

01.01.10 9309.9820.1 10

y1a1

M1

a1

y2a2

M2

y1

M1

a3M

3

y3

h2h1

h3h4

W

L

M4

a4y4

h1h2

Am

ax

L

d1

y2 a2

Am

ax

D

M2d1

d2

B

Approach and construction dimensions

GISKB III

GISKB IV

a1 93 mm 93 mm

a1 243 mm 243 mm

a1 243 mm 243 mm

a3 243 mm 243 mm

h1 [mm] see dimensions of electric chain hoist

h2 277 mm 337 mm

h2 277 mm 337 mm

h2 128 mm 188 mm

h3 pendulat. 328 mm 388 mm

h3 rigid 289 mm 349 mm

h4 pendulating, short 120

±7.5 mm 120 ±7.5 mm

h4 rigid, direct 95 mm 95 mm

a2 [mm] a1 + 15 + (x1 · D)

a4 [mm] a3 + 15 + (x2 · D)

M1 [mm] a1 + y1

M2 [mm] a2 + y2

M3 [mm] a3 + y3

M4 [mm] a4 + y4

d1 / d2 [mm] 15 + (x1(2) · D)

ymax [mm] see page 8

Amax [mm] see page 8

W [mm] see table 3-1 and table 3-2 page 7

x1 [Piece]

x2 [Piece]

Cable carriages crane bridge (L:1250)-1

Cable carriages crane track (B:1250)-1

D [mm] Cable carriage = 100

GISKB

01.01.10 9309.9821.1 11

l

d

e

c

b

a

h

Track section Finish ..................: GISKB III + IV are profiles of special design, cold rolled and with a grey primer. At their ends are welded three tubes which serve as a connection for two profile sections or for the assembly of the cover.

Paint....................: RAL 7004 grey.

Note ....................: The dimensioning is carried out according to the documentation (pages 7 - 9).

GISKB III GISKB IV

[kg/m] 18.400 22.200

a [mm] 54 54 b [mm] 108 108 c [mm] 187 247 d [mm] 197 257 e [mm] 20 20 h [mm] 231 291

Wx [mm3 x 103] Ix [mm4 x 106]

92.50 9.129

148.50 19.148

l = 1 m 9307.1010.4 9307.1030.4 l = 2 m 9307.1011.4 9307.1031.4 l = 3 m 9307.1012.4 9307.1032.4 l = 4 m 9307.1013.4 9307.1033.4 l = 5 m 9307.1014.4 9307.1034.4 l = 6 m 9307.1015.4 9307.1035.4 l = 7 m 9307.1016.4 9307.1036.4 l = 8 m 9307.1017.4 9307.1037.4 l = 0.001 - 0.999 m 9307.1020.4 9307.1040.4 l = 1.001 - 1.999 m 9307.1021.4 9307.1041.4 l = 2.001 - 2.999 m 9307.1022.4 9307.1042.4 l = 3.001 - 3.999 m 9307.1023.4 9307.1043.4 l = 4.001 - 4.999 m 9307.1024.4 9307.1044.4 l = 5.001 - 5.999 m 9307.1025.4 9307.1045.4 l = 6.001 - 6.999 m 9307.1026.4 9307.1046.4 l = 7.001 - 7.999 m 9307.1027.4 9307.1047.4 l = 8.001 - 12.000 m 9307.1028.4 9307.1048.4

kg

GISKB

01.01.10 9309.9822.1 12

b

ac

b

a

Cover Finish ..................: Steel, galvanised. The cover serves as an end cover for the track section.

[kg]

a

[mm]

b

[mm]

c

[mm]

GISKB III 0.500 110 220 3 9307.1057.4 GISKB IV 0.700 110 280 3 9307.1058.4

Profile junction Finish ..................: Steel, galvanised. The junction of two section tracks is made by three high-tensile inner hexagon screws.

[kg]

a

[mm]

b

GISKB III + IV 0.600 130 M12 9307.1063.4

N°kg

N°kg

GISKB

01.01.10 9309.9823.1 13

a

a

3

21

ab

d

c

f

h

e

Crane bridge suspension Finish ..................: Steel, galvanised.

Use .....................: For pendulum suspension of the crane bridge.

Note ....................: The pendulum suspension of the crane bridge is only possible with pendulum type crane tracks.

[kg]

[kg]

a

[mm]

1 1.200 1600 92 Crane bridge suspension 9307.1050.4 2 0.600 1600 51 Joint suspension 9307.1003.4 3 0.400 1600 51 Profile retainer complete 9307.1004.4

Trolley Finish ..................: Steel, galvanised. The trolley is made of steel and fitted with plastic guide rollers.

Use .....................: The trolley moves the electric chain hoist. It can also be used as a longitudinal trolley for the crane bridge.

[kg]

[kg]

a

[mm]

b

[mm]

c

[mm]

d

[mm]

e

[mm]

f

[mm]

h

[mm]

GISKB III 6.200 800 185 85 77 82 20 27 277 9307.1002.3 GISKB IV 6.200 800 185 85 77 82 20 27 337 9307.1002.3

For better load distribution, two trolleys are connected with a traverse. Four trolleys are needed for the traverse of the double rigid crane bridge (see page 16).

N°kg

N°kg

GISKB

01.01.10 9309.9824.1 14

300

Ø20

485

GIS

KB

III 2

77

30

51

Ø18 18

299

GIS

KB

III 2

77300485

Ø82

30

240432

30

Ø20 GIS

KB

III 3

2821

4G

ISK

B II

I 328

1

2

3

4

5

2

7

1

2

3

4

5

7

GIS

KB IV

337

GIS

KB

IV 3

88G

ISKB

IV 3

37G

ISKB

IV 3

886

Single pendulum crane bridge Crane track: GISKB III/IV Crane bridge: GISKB III/IV

Crane track: GISKB III/IV Crane bridge: GISKB II Crane track: GISKB II Crane bridge: GISKB III/IV

[kg]

[kg]

1 6.200 800 Trolley 9307.1002.3 2 0.500 1600 Overload protection 9307.1108.4 3 3.400 1600 Traverse 9307.1006.3 4 0.600 1600 Joint suspension 9307.1003.4 5 0.400 1600 Profile retainer complete 9307.1004.4 6 1.200 1600 Crane bridge suspension 9307.1050.4 7 0.600 1000 Eyebolt suspension GCH 250/500 9307.1052.4 1.100 1600 Eyebolt suspension GCH 1000 9307.1049.4

N°kg

GISKB

01.01.10 9309.9825.1 15

300

485

182

GIS

KB II

I 289

188

GIS

KB II

I 307

610

4

3

2

1

2

2 6

1

GIS

KB

IV 3

49G

ISKB

IV 3

67

5

Single rigid crane bridge Crane track: GISKB III/IV Crane bridge: GISKB II

Crane track: GISKB II Crane bridge: GISKB III/IV

[kg]

[kg]

1 6.200 800 Trolley 9307.1002.3 2 0.500 1600 Overload protection 9307.1108.4 3 2.500 1600 Traverse EQB 9307.1053.3 4 0.500 1600 Profile retainer complete 9307.1055.3 5 3.400 1600 Traverse 9307.1006.3 6 0.600 1000 Eyebolt suspension GCH 250/500 9307.1052.4 1.100 1600 Eyebolt suspension GCH 1000 9307.1049.4

N°kg

GISKB

01.01.10 9309.9826.1 16

640300

184

62

GIS

KB

III 3

12G

ISKB

III 2

89

300

9 6 7

321

9

765

4321

5

300640

6561

300

181

GIS

KB II

I 289

765

4

184

62

640

300

10

8

8

GIS

KB

III 3

0718

8

2

2

GIS

KB

IV 3

49G

ISK

B IV

372

GIS

KB IV

349

GIS

KB IV

367

5

Double rigid crane bridge Crane track: GISKB III/IV Crane bridge: GISKB III/IV Crane track: GISKB III/IV Crane bridge: GISKB II

Crane track: GISKB II Crane bridge: GISKB III/IV

[kg]

[kg]

1 6.200 800 Trolley 9307.1002.3 2 0.500 1600 Overload protection 9307.1108.4 3 2.500 1600 Traverse EQB 9307.1053.3 4 0.500 1600 Profile retainer complete 9307.1055.3 5 8.800 1600 Elevation bracket, tall 9307.1101.3 6 11.000 1600 Elevated cross section 9307.1104.3 7 0.800 1000 Suspension part GCH 250/500 9401.3046.4 2.000 1600 Suspension part GCH 1000 9307.1103.3 2.800 1600 Suspension part GCH 1600/2000/2500 9408.3020.3 8 0.600 1600 Trolley connector complete 9307.1106.4 9 5.900 1600 Elevation bracket 9307.1100.3 10 0.200 1600 Rolling apparatus connector complete 9307.1107.4

N°kg

GISKB

01.01.10 9309.9827.1 17

1

2

4

3

1

2

3

Ø82

185

300

485

GIS

KB II

I 277

GIS

KB

III 2

77G

ISK

B IV

337

GIS

KB

IV 3

37

2

2

Monorail Monorail: GISKB III/IV Monorail: GISKB III/IV

[kg]

[kg]

1 6.200 800 Trolley 9307.1002.3 2 0.500 1600 Overload protection 9307.1108.4 3 0.600 1000 Eyebolt suspension GCH 250/500 9307.1052.4 1.100 1600 Eyebolt suspension GCH 1000 9307.1049.4 4 3.400 1600 Traverse 9307.1006.3

N°kg

GISKB

01.01.10 9309.9828.1 18

5

4

3

2

1

GIS

KB

III =

225

120±

7.5 5

0G

ISK

B IV

= 2

85

Suspension pendulating short adjustable Finish ..................: Steel, galvanised.

The ball pin (3) and ball nut (2) are directly bolted together to form the shortest pendulum suspension. Pendulum movements of up to 10° are allowed. The suspension can be adjusted by ± 7.5 mm.

Note ....................: Please pay attention to the guide notes for suspensions (see page 6).

[kg]

[kg]

1 0.400 1600 Profile retainer complete 9307.1004.4 2 0.200 1600 Ball nut complete 9307.1068.4 3 0.120 1600 Ball pin complete 9309.3010.4 4 2.000 1600 Ceiling clip, flange width: 65 - 200 mm 9309.3003.3 4.000 1600 Ceiling clip, flange width: 200 - 300 mm 9309.3112.3 5 0.600 800 Binding clip complete, flange width: 65 - 200 mm 9309.3005.4 0.650 800 Binding clip complete, flange width: 200 - 300 mm 9309.3113.4

N°kg

GISKB

01.01.10 9309.9829.1 19

6

5

4

3

7

2

1

l M16

GIS

KB

III =

225

l+11

0±15

50G

ISK

B IV

= 2

85

Suspension pendulating from rod adjustable Finish ..................: Steel, galvanised.

The screwed rod (3), the length of which can be varied, is screwed together with the two ball nuts (2, 4) to form the rod suspension. The suspension allows height adjustments of ± 15 mm. Two screwed rods can be coupled together using the coupling (7).

Note ....................: Please pay attention to the guide notes for suspensions (see page 6).

[kg]

[kg]

1 0.400 1600 Profile retainer complete 9307.1004.4 2 0.200 1600 Ball nut complete 9307.1068.4 3 0.100 1600 Screwed rod, l = 100 mm 9309.3024.4 0.200 1600 Screwed rod, l = 200 mm 9309.3025.4 0.400 1600 Screwed rod, l = 300 mm 9309.3026.4 0.650 1600 Screwed rod, l = 500 mm 9309.3027.4 1.200 1600 Screwed rod, l = 1000 mm 9309.3028.4 4 0.160 1600 Ball nut complete 9309.3011.4 5 2.000 1600 Ceiling clip, flange width: 65 - 200 mm 9309.3003.3 4.000 1600 Ceiling clip, flange width: 200 - 300 mm 9309.3112.3 6 0.600 800 Binding clip complete, flange width: 65 - 200 mm 9309.3005.4 0.650 800 Binding clip complete, flange width: 200 - 300 mm 9309.3113.4 7 0.150 1600 Coupling complete 9309.3033.4

N°kg

GISKB

01.01.10 9309.9830.1 20

1

4 3

6

5

l

max. 45°min. 30°

26

262

Bracing pendulating from rod adjustable Finish ..................: Steel, galvanised. The bracing consists of the lower node (1) and the upper node (3), connected with a screwed rod (2). The length of the screwed rod is same as for the suspension.

Note ....................: Please pay attention to the guide notes for suspensions (see page 6).

[kg]

[kg]

1 0.300 1600 Lower node 9309.3015.4 2 0.100 1600 Screwed rod, l = 100 mm 9309.3024.4 0.200 1600 Screwed rod, l = 200 mm 9309.3025.4 0.400 1600 Screwed rod, l = 300 mm 9309.3026.4 0.650 1600 Screwed rod, l = 500 mm 9309.3027.4 1.200 1600 Screwed rod, l = 1000 mm 9309.3028.4 3 0.600 1600 Upper node 9309.3016.4 4 0.150 1600 Coupling complete 9309.3033.4 5 2.000 1600 Ceiling clip, flange width: 65 - 200 mm 9309.3003.3 4.000 1600 Ceiling clip, flange width: 200 - 300 mm 9309.3112.3 6 0.600 800 Binding clip complete, flange width: 65 - 200 mm 9309.3005.4 0.650 800 Binding clip complete, flange width: 200 - 300 mm 9309.3113.4

N°kg

GISKB

01.01.10 9309.9831.1 21

b

a

Load plate Finish ..................: Aluminium anodized.

Use .....................: Crane bridge, monorail.

[kg]

a

[mm]

b

[mm]

...... 297 37 9309.1049.3

80 297 37 9309.1050.3

125 297 37 9309.1051.3

160 297 37 9309.1066.3

200 297 37 9309.1067.3

250 297 37 9309.1052.3

320 297 37 9309.1068.3

400 297 37 9309.1069.3

500 297 37 9309.1053.3

630 297 37 9309.1070.3

800 297 37 9309.1071.3

1000 297 37 9309.1055.3

1250 297 37 9309.1072.3

1600 297 37 9309.1073.3

N°

GISKB

01.01.10 9309.9832.1 22

ca

b

f

ed

Electric tug Construction........: Friction roller drive.

Trolley galvanised and equipped with plastic rollers, gear box and motor in black finish. Standard version controlled by frequency converter and equipped with brake.

Use .....................: Electric drive for cross and long travel with GISKB III + IV.

Note ....................: Determine suspension spacing for the profile in accordance with load diagram with electric tug. Connector clamp to the trolley (No. 9307.1115.4) must be ordered separately.

[kg]

a

[mm]

b

[mm]

c

[mm]

d

[mm]

e

[mm]

f

[mm]

GISKB III + IV

GISKB III + IV

15.100

14.600

190

190

90

90

100

100

134

134

104

104

244

244

SAKB3/4.BR/FU

SAKB3/4.BR

Classification and technical data: Type

[kg]

Speed

[m/min]

Power

[kW]

3x400V, 50Hz

[A]

% duty / s/h Type

SAKB3/4.BR/FU

SAKB3/4.BR

GISKB III + IV

GISKB III + IV

800

800

0-12 / 0-40

0-12 / 0-40

0.25

0.25

0.8

0.8

60 / 360

60 / 360

with control

without control

Speed and ramp-up can be regulated according to customer requirements.

N°kg

GISKB

01.01.10 9309.9833.1 23

Power supply summary

Trailing cable

C-rail

Conductor line

Page 1 Trailing cable ....................................24 2 C-rail .................................................25 3 Conductor line ..................................26

GISKB

01.01.10 9309.9834.1 24

4

2

3

1

5

6

Trailing cable

[kg]

1 0.100 Traction limit 9307.1060.4 2 0.150 Cable carriage 9307.1005.3 3 0.130 Flat cable 4 x 1.5 mm2 9055.0300 4 0.040 Cable fixing part 9309.3069.4 5 0.300 Terminal box complete 9307.1096.4 6 0.050 Cable gland M25 x 1.5, FK, PVC 9055.3107

N°kg

GISKB

01.01.10 9309.9835.1 25

5

2

11

10

8 9

4

3

1

76

max. 2000

C-rail

[kg]

1 0.250 Suspension 9057.4200 2 0.300 Cable carriage 9057.4250 3 0.300 Connector 9057.4150 4 0.130 Flat cable 4 x 1.5 mm2 9055.0300 5 0.040 Cable fixing part 9309.3069.4 6 0.300 Terminal box complete 9307.1096.4 7 0.200 Cable end clamp 9057.4100 8 0.150 C-rail stop 9057.4300 9 0.050 Cable gland M25 x 1.5, FK, PVC 9055.3107 10 0.500 Clamping device complete 9307.1009.4 11 1.500 C-rail 1 m 9309.3046.4 3.000 C-rail 2 m 9309.3047.4 4.500 C-rail 3 m 9309.3048.4 6.000 C-rail 4 m 9309.3049.4 7.500 C-rail 5 m 9309.3050.4 9.000 C-rail 6 m 9309.3051.4

N°kg

GISKB

01.01.10 9309.9836.1 26

1

2

34

78

1110

9

max. 2000

6

5

Conductor line

[kg]

1 0.100 Power feed 9309.3127.4 2 0.050 Suspension 9057.0103 3 1.100 Conductor line 1 m 9309.3058.4 2.200 Conductor line 2 m 9309.3059.4 3.300 Conductor line 3 m 9309.3060.4 4.400 Conductor line 4 m 9309.3061.4 5.500 Conductor line 5 m 9309.3062.4 4 0.100 Connection cap 9057.0552 5 0.900 Conductor line retainer 9307.1097.3 6 0.050 Fixed suspension 9057.0104 7 0.300 Terminal box complete 9307.1096.4 8 0.200 Connection cable 9309.3071.4 9 0.100 End cap 9057.0151 10 0.110 Driving pin 9309.3070.4 11 0.600 Current collector trolley 9057.0400

N°kg