C2600 BOOM ASSEMBLY

7/30/2019 C2600 BOOM ASSEMBLY

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Assembling the Main Boom 4

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4

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Z 50 491

32

”S”

1

4




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4 Assembling the Main Boom

4.1 General

RISK OF CRUSHING between the lattice mast compo-nents when assembling the main boom.When assembling and dismantling the crane, no--onemay be in the crushing and shearing areas!It is PROHIBITED to stand under swinging loads!

Depending on the erecting regulations, the boom may be assem-bled either with the superstructure perpendicular to the undercar-

riage or with the superstructure parallel to the undercarriage.

When assembling the main boom variants SH and SH/LH, theprescribed sequence for the equipment components must be ob-served (see combination drawings).

The lattice mast components may only be attached to the au-xiliary crane at the attachment points provided for this pur-pose using sufficiently dimensioned hook suspension gear.

To pin the boom parts, the mobile hydraulic power pack is used.Operation of the hydraulic power pack is described in section 13 of these assembly instructions. The mobile pin locking cylinder (1, Z 50 491) is attached between the pin rod (2) and the cylinder support (3) and connected via the hydraulic hoses (4) with the hydraulic power pack.After the pinning procedure the pins are secured with the safety fore locks (S).

Make sure that the safety fore locks (S, Z 50 491) are comple-tely closed!

For the stay bars only the rods belonging to the boom interme-diate sections can be fitted. The stay bars must be fitted in theorder given in the sketches for the boom pieces.

The bracing rods WU remain secured in the transport posi-tion to the intermediate sections.

The main boom variants SH and SH/LH are dismantled in the reverse order.



4

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Z 48 1711 2 3

6

7

13

16

22

24.1

29

19

24.2

42

40

24.3




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4.2 Assembling and Fitting the Main Boom SH

(Z 48 171)

1 Superstructure

2 Chassis

3 Counterweight

6 A--frame

7 Main boom SH

13 Hook block

16 Roller set on the superstructure (for derricking rope)

19 Stay bars HA

22 Derricking ropes ø 30; 2 x 230 m

24.1 Hoist rope H1 ø 28; 900 m



29 Back stops HA

40 Runner

42 Hook block (runner)



4

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Z 51 973

2 4 0 0 0

1 0 5 0 0

1 2 0 0 0

1 5 0 0

7 . 1

7 . 7

6

3 5

3 5

7

. 8 ’ X ’ 1

9 . 1

0

1 9

. 8

1 9

. 6 1 9

. 5 1 9

. 4 1

9 . 3

1 9

. 2

1 9

. 1

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9




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4.2.1 Assembling Main Boom Combinations SH

Main boom (type SH), 24 m boom length

(Z 51 973)

6 A--frame

7 Main boom

7.1 Foot section HA 10.50 m type 2724--22--02with rods 3.85 m+0.27 m+1.40 m+0.23 m+0.60 m

7.7 Reducer 12.00 m type 2724 / 2421with stay bars 12.002m

7.8 Connecting head 1.50 m

7.9 Roller set 600 t

19 Stay bars HA

19.1 Rods 2.00 m (remain on 6)

19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.8 Rods 12.002m (on 7.7)

19.10 Rod (right side) 1.054m (on 7.8)

32 Load cell 200 t (left side) (on 7.8)

35 Vibration damper

The bracing rods WU remain secured in the transport posi-tion to the intermediate sections. The bracing rods WU maynot be pinned together.



4

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Z 51 974

1 0 5 0 0

6 0 0 0

1 2 0 0 0

1 5 0 0

3 0 0 0 0

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

7 . 7

7 . 3

7 . 1

6

3 5

3 5

1 9

. 9

’ X ’

7 . 8 1

9 . 1

0

1 9

. 8

1 9

. 6 1 9

. 5 1 9

. 4 1 9

. 3 1 9

. 2

1 9

. 1




062--3040 --201 9/89


(Z 51 974)

6 A--frame

7 Main boom


7.3 Intermediate section 6.00 m type 2724--20--01with rods 2 x 3.002m




19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.8 Rods 12.002m (on 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

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Z 51 975

3 6 0 0 0

1 5 0 0

1 2 0 0 0

6 0 0 0

6 0 0 0

1 0 5 0 0

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

3 2

7 . 8

7 . 9

7 . 7

7 . 4

7 . 3

7 . 1

6

3 5

1 9

. 9

3 5

1 9

. 1 0

1 9

. 8

1 9

. 7

1 9

. 6 1 9

. 5 1 9

. 4 1 9

. 3 1 9

. 2 1 9

. 1

’ X ’

7 . 8




062--3040 --201 11/89


(Z 51 975)

6 A--frame

7 Main boom



7.4 Intermediate section 6.00 m type 2724--17--01with rods 6.002m




19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6,00 m (on 7.4)

19.8 Rods 12.002m (on 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

062--3040 --20112/89

Z 51 976

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

4 2 0 0 0

1 5 0 0

1

2 0 0 0

1 0 5 0 0

1 2 0 0 0

6 0 0 0

7 . 7

7 . 3

7 . 2

7 . 1

6

3 5

3 5

1 9

. 9

’ X ’

7 . 8 1

9 . 1

0

1 9 . 8

1 9

. 8

1 9

. 6 1 9 . 5

1 9

. 4 1 9

. 3 1 9

. 2

1 9

. 1




062--3040 --201 13/89


(Z 51 976)

6 A--frame

7 Main boom


7.2 Intermediate section 12,00 m type 2724--20--01with rods 12,002m





19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.8 Rods 12.002m (on 7.2; 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper

The bracing rods WU remain secured in the transport posi-

tion to the intermediate sections. The bracing rods WU maynot be pinned together.



4

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Z 51 977

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

3 8 5 0

4 8 0 0 0

1 5 0 0

1 2 0 0 0

1 0 5 0 0

6 0 0 0

6 0 0 0

1 2 0 0 0

7 . 7

7 . 4

7 . 3

7 . 2

7 . 1

6

3

5

1

9 . 9

3 5

’ X ’

7 . 8

1 9

. 1 0

1 9

. 8

1 9

. 7

1 9

. 8

1 9 . 6 1 9

. 5 1 9

. 4 1 9

. 3 1 9

. 2 1 9

. 1




062--3040 --201 15/89


(Z 51 977)

6 A--frame

7 Main boom








19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002 m (on 7.4)

19.8 Rods 12.002 m (on 7.2; 7.7)

19.9 Rods 3,002 m (on 7.3)



35 Vibration damper




4

062--3040 --20116/89

Z 51 978

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

1 2 0 0 0

1 0 5 0 0

1 2 0 0 0

1 2 0 0 0

6 0 0 0

1 0 5 4

2 4 0 0

1 2 0 0

1 2 0 0 2

1 2 0 0 2

3 0 0 2

3 0 0 2

1 2 0 0 2

5

1 5 6 4

1 2 0 0 2

1 2 0 0 2

3 0 0 2

3 0 0 2

1 2 0 0 2

7 4 5 3

8 5 0

2 7 0

1 4 0 0

2 0 0 0

6 0 0

5 4 0 0 0

1 5 0 0

7 . 7

7 . 5

7 . 3

7 . 2

7 . 1

6

3 5

1 9

. 9

3 5

’ X ’

7 . 8 1

9 . 1

0

1 9

. 8

1 9

. 8

1 9

. 8

1

9 . 6 1

9 . 5

1 9

. 4 1 9

. 31

9 . 2

1 9

. 1 2 3 0




062--3040 --201 17/89


(Z 51 978)

6 A--frame

7 Main boom




7.5 Intermediate section 12.00 m type 2724--17--01with rods 12,002m




19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)


19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

062--3040 --20118/89

Z 51 979

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

6 0 0 0 0

1 0 5 0 0

1 2 0 0 0

1 2 0 0 0

1 5 0 0

1 2 0 0 0

6 0 0 0

6 0 0 0

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

6

3 5

1 9

. 9

’ X ’

7 . 8 1

9 . 1

0

3 5

1 9

. 8

1 9

. 8

1 9

. 8

1 9 . 7

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3

1 9

. 2 1 9

. 1




062--3040 --201 19/89


(Z 51 979)

6 A--frame

7 Main boom









19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

062--3040 --20120/89

Z 51 980

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

1 5 0 0

1 2 0 0 0

1 2 0 0 0

1 2 0 0 0 6

6 0 0 0

1 2 0 0 0

6 0 0 0

1 0 5 0 0

7 . 7

7 . 6

7 . 5

7 . 3

7 . 2

7 . 1

6

3 5

1 9

. 9

’ X ’

7 . 8 1

9 . 1

0

3 5

1 9

. 8

1 9

. 8

1 9

. 8

1 9

. 8

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3

1 9

. 2 1 9

. 1




062--3040 --201 21/89


(Z 51 980)

6 A--frame

7 Main boom









19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.8 Rods 12.002m (on 7.2; 7.5; 7.6; 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

062--3040 --20122/89

Z 51 981

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

6 0 0 0

6 0 0 0

1 0 5 0 0

1 2 0 0 0

1 2 0 0 0

1 2 0 0 0

1 5 0 0

1 2 0 0 0

7 2 0 0 0

7 . 7

7 . 6

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

6

3 5

1 9

. 9

’ X ’

7 . 8

1 9

. 1 0

3 5

1 9

. 8

1 9

. 8

1 9

. 8

1 9

. 8

1 9

. 7

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3

1 9

. 2 1 9

. 1




062--3040 --201 23/89


(Z 51 981)

6 A--frame

7 Main boom









7.9 Roller set 600 t19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.6; 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

062--3040 --20124/89

Z 51 982

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

3 2

7 . 8

7 . 9

1 0 5 0 0

1 2 0 0 0

1 2 0 0 0

1 2 0 0 0

1 2 0 0 0

1 5 0 0

1 2 0 0 0

6 0 0 0

7 8 0 0 0

7 . 7

7 . 6

7 . 6

7 . 5

7 . 3

7 . 2

7 . 1

3 5

1 9

. 9

6

’ X ’

7 . 8

1 9

. 1 0

3 5

1 9

. 8

1 9 . 8

1 9

. 8

1 9

. 8

1 9 . 8

1 9

. 6 1 9

. 51

9 . 4

1 9

. 31

9 . 2 1

9 . 1




062--3040 --201 25/89


(Z 51 982)

6 A--frame

7 Main boom









19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.8 Rods 12.002m (on 7.2; 7.5; 7.6; 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

062--3040 --20126/89

Z 51 983

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’ 3

2

7 . 8

7 . 9

1 0 5 0 0

1 2 0 0 0

6 0 0 0

6 0 0 0

1 2 0 0 0

1 2 0 0 0

1 2 0 0 0

1 2 0 0 0

8 4 0 0 0

1 5 0 0

7 . 8

7 . 7

7 . 6

7 . 6

7 . 5

7 . 4

7 . 3

7 . 2

7

. 1

6

3 5

1 9

. 9

’ X ’

1 9

. 1 0 3

5

1 9

. 8

1 9

. 8

1 9

. 8

1 9

. 8

1

9 . 8

1 9

. 7

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2 1 9

. 1




062--3040 --201 27/89


(Z 51 983)

6 A--frame

7 Main boom









7.9 Roller set 600 t19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.6; 7.7)

19.9 Rods 3,002m (on 7.3)



35 Vibration damper




4

062--3040 --20128/89

Z 51 984

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

E i n z e

l h e i

t ’ Y ’

D e

t a i l ’ Y ’

E i n z e

l h e

i t ’ Z ’

D e

t a i l ’ Z ’

1

9 . 2

“ A ”

7 . 1 . 1

7 . 1 . 2

1 9

. 6 “ b ”

“ c

”

7 . 1 . 1

7 . 1 . 2

1

3

6

7 . 1

1 9

1 9

. 1

1 9

. 2

Z 3 8 5 5 1




062--3040 --201 29/89

4.2.2 Fitting Main Boom Combination SH

Configuration of the crane

* The base crane sits on its crawler--type carriers.

* The required counterweight (3, Z 51 984) is stacked on thesuperstructure (1).

* The A--frame (6, Z 51 984) is laid forwards in the assemblyposition.

Fitting procedure

The procedure described is for fitting the 48 m main boom combi-nation. For larger boom lengths additional intermediate sections

must be added in accordance with the corresponding combina-tion drawing.

Assembly in the air is only permitted up to a main boomlength of 58 m (without connecting head).

- Attach the foot section (7.1, Z 51 984) to an auxiliary craneusing sling ropes and guide to the superstructure (1).

- Start the engine. Switch on configuration program (see part1, Sect. 8). Preselect assembly function “Assembly mainboom foot section” on the monitor of the IC1--system.

- Activate the radio remote control (see part 1, section 14).

Press buttons (2 and 10, as well as 2 and 11, Z 38 551) andbolt the foot section (7.1, Z 51 984) on the superstructure (1).Place the foot section (7.1) on a base (wooden stack or frameof approx. 0.8 m).

- Remove bolts at point “a” (Z 51 984), swing shackles (19.2)upwards and reinsert bolts in the shackle (19.2), locking thebolts in place with safety locks (cf. detail ’x’).

- Insert the connecting bolts (7.1.1, Z 51 984) between therods(19.6) and the shackles (7.1.2) on the foot section andsecurewith a safety lock (cf. detail ’Y’).

When inserting the connecting bolts (7.1.1, Z 51 984), washers

must be fitted on the inside and outside of the shackles (7.1.2).These washers prevent the bolts from wandering (7.1.1).

- Remove the safety locks at point “b” (Z 51 984) and insert inpoint “c” (cf. detail ’Y’).

- Lower A--frame (6, Z 51 984) and bolt the shackles (19.2) tothe stay bars (19.1).

- Raise the A--frame (6, Z 51 984) until the stay bars HA (19)are taut.

When raising the A--frame (6, Z 51 984), make sure that the bolts (7.1.1) do not snag on the shackles (7.1.2) (see detail ’Z’).



4

062--3040 --20130/89

Z 51 985

E

i n z e

l h e

i t ’ X ’

D

e t a i l ’ X ’

7 . 1 . 1

7 . 1 . 2

1 9

. 6

6

7 . 1

7 . 4

7 . 7

7 . 8

7 . 3

7 . 2

’ X ’




062--3040 --201 31/89

(Z 51 985)

- Attach the intermediate section (7.2) to the auxiliary craneusing sling ropes, lift off the transport vehicle and guide to thefoot section (7.1).

- Bolt footsection (7.1) and intermediate section (7.2) together.Detach the auxiliary crane from the intermediate section(7.2).

- Attach the intermediate section (7.3) to the auxiliary craneusing sling ropes, lift off the transport vehicle and guide to theintermediate section (7.2).

-

Bolt the intermediate section (7.3) and intermediate section(7.2) together. Detach the auxiliary crane from the interme-diate section (7.3).

- Attach the intermediate section (7.4) to the auxiliary craneusing sling ropes, lift off the transport vehicle and guide to theintermediate section (7.3).

- Bolt intermediate section (7.4) to intermediate section (7.3).Detach the auxiliary crane from the intermediate section(7.4).

Additional intermediate sections may need to be fitted, depending on the boom length (see combination drawings in Sect.4.2.1). Note that the main boom may only be assembled in the air up to a main boom length of 58 m. Longer booms must be sup- ported beneath during assembly at 58 m.

- Attach the reducer (7.7) to the auxiliary crane using sling ro-pes, lift off the transport vehicle and guide to the intermediatesection (7.4).

- Bolt the reducer (7.7) and intermediate section (7.4) together.Detach the auxiliary crane from the reducer (7.7).

- Attach the connecting head (7.8) with sling ropes to the auxi-

liary crane, lift off the transport vehicle and guide to the redu-cer (7.7).

- Bolt the connecting head (7.8) and reducer (7.7) together.Unhook the auxiliary crane from the connecting head (7.8).

- Lower the A--frame (6) forwards until the boom comes to reston the support feet on the connecting head (7.8).

- Remove the connecting bolts (7.1.1) between the rods (19.6)and the shackles (7.1.2) (see detail ’X’).



4

062--3040 --20132/89

Z 51 986

E i n z e l h

e i t ’ X ’

D e

t a i l ’ X ’

2 4

. 2

7 . 8

7 . 9

4 3

4 4

6

7 . 1 2 4

. 2

1 9

1

7

’ X ’

1 9

. 6

1 9

. 9




062--3040 --201 33/89

(Z 51 986)

- Draw hoist rope H2 (24.2) forwards to the connecting head(7.8). Use auxiliary reeving ropes to draw through the hoistropes. Fittings are attached to the hoist ropes in order to se-cure the auxiliary reeving ropes.

- Feed hoist rope H2 (24.2) over the rear sheaves (see Sect.9, on reeving) on the connecting head (7.8) to the roller set(7.9) in the connecting head (7.8) and secure to the connec-ting head (see detail ’X’).

If a double hook block is reeved, hoist rope H1 must also be drawn to the connecting head (7.8) and be secured on the con-

necting head (7.8).If the runner is fitted, the hoist rope H3 must be drawn to the connecting head (7.8) and secured to the head (7.8).

- Bolt the stay bars HA (19) together and release the transportlocking pins.

The position of the individual stay bars (19) can be taken from the corresponding combination drawing (see Sect. 4.2.1).

- Check that the vibration dampers (35) are pinned to the staybars HA (19).

The vibration dampers (35) must always be fitted at the spe-cified points!

- Raise the A--frame (6) until the main boom stay bars (19) aretensioned.

- Fit and connect the aircraft warning light (43) and air speedindicator (44).

- Connect the cables between the superstructure (1) and mainboom foot section (7.1).

- Connect the cables in the main boom (7).

The plugs and connections are marked.Before the boom system is erected, all limit switches and the an- gle transducer, air speed indicator and aircraft warning light must be checked to make sure that they are fully functional.



4

062--3040 --20134/89

Z 51 987

E i n z e l

h e

i t ’ X ’

D e

t a i l ’ X ’

7 . 8

7 . 9

1 3

. 1

2

4 . 2

1

3

6

1

7

2 4 . 2

’ X ’




062--3040 --201 35/89

(Z 51 987)

- If required, fit the runner (see section4.2.4).

- Set down the hook block (13) next to the connecting head(7.8).

- Raise the main boom SH (7) until the connecting head (7.8)can be swung over the hook block (13).

The erecting regulations must be followed (see Sect. 10).

- Reeve hoist rope H2 (24.2) between the roller set (7.9) in the

connecting head (7.8) and the hook block (13) (see Sect. 9).

When using a double hook block the hoist rope H1 is also reeved between the roller set (7.9) and the hook block (13).

- Lift the rope shackle (13.1) from the transport mounting onthe connecting head (7.8), remove the bolts, guide the ropeshackle halves around the front strands of the hoist rope H1(24.2) or hoist ropes H1 and H2 and bolt again.

The hoist rope fall from the hook block (13) to the fixing point

on the connecting head (7.8) may not be fed through the ropeshackle (13.1).

Before erecting the boom system, check to make surethat all bolt connections have been secured and that notools are lying on the boom sections.



4

062--3040 --20136/89

Z 51 988

Einzelheit ’X’Detail ’X’

5

’A’

5

7

’X’




062--3040 --201 37/89

(Z 51 988)

- Erect the main boom SH (7) with the derricking gear into itsoperating position.


- Set the operating mode for the boom combination “SH” in ac-cordance with the load table (see part 1, Sect. 8)

The rope protection (5) must be fitted in point ”A” after erec-ting the boom (see detail ’X’).

To avoid damaging the derricking rope the rope protection(5) must be dismantled again before setting down the boom.



4

062--3040 --20138/89

Z 38 028

1

2a 2b

19

1

19

2

1

3a3b

19

1

19

3




062--3040 --201 39/89

4.2.3 Assembling the Main Boom Stay Bars with the Com-

bination SH(Z 38 028)

The main boom stay bars (19) have a double forked head at thefront end and a forked head at the rear end. Beneath the forkheads locking plates are fitted on each rod. The auxiliary bolts (2and 3) are fed through these locking plates in order to secure thestay bars HA (19) on the intermediate section during transporta-tion.After bolting the intermediate sections, the stay bars HA (19) arebolted together using bolts (1).

-Dismantle the auxiliary bolts (2 and 3) and their lock fittingsfrom the transport position (’a’) and insert in the operation po-sition (’b’) (only on the main boom stay bars ’19’).

- When dismantling the intermediate sections, the main boomstay bars (19) must be secured for transportation. Dismantleauxiliary bolts (2 and 3) with lock fitting from the operating po-sition (’b’) and insert in transport position (’a’).



4

062--3040 --20140/89

Z 48 185

40

24.3

41

13

24.2(24.1)

13.1

7.8

9.8.1




062--3040 --201 41/89

4.2.4 Fitting the Runner on the Connecting Head

(Z 48 185)

When fitting the runner (40) on the connecting head (7.8) thecrane is assembled up to thepoint when the hook block isreeved.The runner (40) can be fitted subsequently.

- Switch on configuration program (see part 1, Sect. 8).

- Dismantle the running wheels (9.8.1) from the fly jib top sec-tion and connect to the Runner (40).

- Raise the runner (40) in front of the connecting head (7.8)andpin.

- Raise the connecting head (7.8) approximately 0.5 m (ob-serve the erecting regulations in Sect. 10).

- Raise the stay bars (41) out of the transport position and boltto the connecting head (7.8).

- Detach the hoist rope H3 (24.3) from the connecting head(7.8), pull over the guide sheave in the connecting head (7.8)to the sheave in the runner (40), guide beneath the rope de-flector and secure in place.

- Connect the electric cable from the runner (40) to the distribu-

tion box in the connecting head (7.8).- Set down the hook block (13) next to the connecting head

(7.8).

- Raise the main boom SH until the connecting head (7.8) canbe swung over the hook block (13).


- Reeve the hoist rope H2 (24.2) between the roller set in theconnecting head (7.8) and the hook block (13) (see Sect.9).

-Lift the rope shackle (13.1) from the transport mounting onthe connecting head (7.8), remove the bolt, guide the ropeshackle halves around the front strands of the hoist rope H2(24.2) and bolt again.

The hoist rope fall from the hook block (13) to the fixing pointon the connecting head (7.8) may not be fed through the ropeshackle (13.1).



4

062--3040 --20142/89

Z 48 186

40

24.3

42

42.1

13

Z 51 989


5

’A’

5’X’




062--3040 --201 43/89

- Set down the hook block (42, Z 48 186) next to the runner

(40).- Raise the main boom until the hook block (42, Z 48 186) can

be reeved on the runner (40).

- Release hoist rope H3 (24.3, Z 48 186), guide through therope shackle (42.1) of the hoist limit switch and over thesheave of the hook block (42).

- Pin hoist rope H3 (24.3, Z 48 186) to the fixing point.

- Erect the main boom into its end position.


- Set the operating mode for the boom combination “SH withrunner” in accordance with the load table (see part 1, Sect.8).

The rope protection (5, Z 51 989) must be fitted after erectingthe boom in point ’A’ (see detail ’X’).To avoid damaging the derricking rope the rope protection(5) must be dismantled again before setting down the boom.



4

062--3040 --20144/89

Z 48 186

40

24.3

42

42.1

13

Z 48 187

40

41

7.8

9.8.1




062--3040 --201 45/89

4.2.5 Dismantling the Runner


- Lower the boom system until the hook blocks (13 and 42,Z 48 186) have been unreeved.

Follow the erecting regulations (see section 10). These alsoapply analogously in the reverse order for lowering.

- Unreeve the hook block (42, Z 48 186).

- Unreeve the hook block (13, Z 48 186).

- Lower the connecting head (7.8, Z 48 187) until the runner(40) is resting on the ground.

- Release the stay bars (41, Z 48 187) on the connecting head(7.8) and dismantle the runner (40) from the connecting head(7.8).



4

062--3040 --20146/89

Z 49 902

1

2 3

6

7

13

16

22

24.1

29

19

24.2

42

40

24.3




062--3040 --201 47/89

4.3 Assembling and Fitting the Main Boom SH/LH, Heavy

Basic Length of the Main Boom 58.5 m(Z 48 188)

1 Superstructure

2 Chassis

3 Counterweight

6 A--frame

7 Main boom SH/LH

13 Hook block

16 Roller set on the superstructure (for derricking rope)19 Stay bars HA

22 Derricking ropes ø 30; 2 x 230 m




29 Back stops HA

40 Runner

42 Hook block (runner)



4

062--3040 --20148/89

Z 51 990

9 . 8

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

6

’ Y ’

1 9

. 9

2 1

. 1 0

’ X ’

1 9

. 8

1 9

. 8

1 9

. 8

1 9

. 7

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2

1 . 1

0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1




062--3040 --201 49/89

4.3.1 Assembling the Main Boom Combinations SH/LH,

Heavy Basic Length of the Main Boom 58.5 m

Main boom (type SH/LH), 66 m boom length

(Z 51 990)

6 A--frame

7 Main boom


7.2 Intermediate section 12,00 m type 2724--20--01

with rods 12,002m7.3 Intermediate section 6.00 m type 2724--20--01

with rods 2 x 3.002m



7.7 Reducer 12.00 m type 2724 / 2421with rods 12.002m

9.8 Top piece 7.50 m

19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)19.9 Rods 3,002m (on 7.3)

21.10 Rods 6.45 m (on 9.8)

21.11 Rods (right side) 1.054m (on 9.8)


35 Vibration damper




4

062--3040 --20150/89

Z 51 991 2 1

. 1 0

’ X ’

2 1

. 9

1 9

. 8

1 9

. 8

1 9 . 8

1 9

. 7

1 9

. 9

6

’ Y ’

9 . 8

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2

1 . 1

0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1




062--3040 --201 51/89


(Z 51 991)

6 A--frame

7 Main boom







9.2 Intermediate section 6.00 m type 2421--10--04with fixing point for additional suspensionwith bars 6.002m


19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)

19.9 Rods 3,002m (on 7.3)21.9 Rods 6.002m (on 9.2)

21.10 Rods 6.45 m (on 9.8)



35 Vibration damper




4

062--3040 --20152/89

Z 51 992

2 1

. 9

’ X ’

2 1

. 9

1 9

. 8

1 9

. 7

1 9

. 8

1 9

. 9

9 . 8

9 . 2

9

. 3

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

’ Y ’

6

1 9

. 8

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1




062--3040 --201 53/89

Main boom (type SH/LH), 78 m boom length, heavy basic

length of main boom 58.5 m(Z 51 992)

6 A--frame

7 Main boom










19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)19.9 Rods 3,002m (on 7.3)

21.9 Rods 6.002m (on 9.2; 9.3)

21.10 Rods 6.45 m (on 9.8)



35 Vibration damper




4

062--3040 --20154/89

Z 51 993

’ X ’

2 1

. 1 0

2 1

. 7

2 1

. 5

’ W ’

2 1

. 9

1 9

. 8

1 9

. 8

1 9

. 7

1 9

. 9

1 9

. 8

6

’ Y ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 55/89



6 A--frame

7 Main boom








9.4 Intermediate section 12.00 m type 2421--14--01

with rods 8.50 m + 0.20 m + 3.30 m9.8 Top piece 7.50 m

19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)

19.9 Rods 3,002m (on 7.3)

21.5 Rods 3.30 m (on 9.4)

21.6 Shackles 0.20 m (on 9.4)

21.7 Rods 8.50 m (on 9.4)

21.9 Rods 6.002m (on 9.2)



4

062--3040 --20156/89

Z 51 993

’ X ’

2 1

. 1 0

2 1

. 7

2 1

. 5

’ W ’

2 1

. 9

1 9

. 8

1 9

. 8

1 9

. 7

1 9

. 9

1 9

. 8

6

’ Y ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 57/89

(Z 51 993)

21.10 Rods 6.45 m (on 9.8)21.11 Rods (right side) 1.054m (on 9.8)


35 Vibration damper




4

062--3040 --20158/89

Z 51 994

’ X ’

2 1

. 7

2 1 . 5

’ W ’

2 1

. 9

1 9

. 8

1 9

. 8

1 9

. 7

1 9 . 9

1 9

. 8

6

’ Z ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

9 . 3

2 1

. 9

3 3

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 59/89


(Z 51 994)

6 A--frame

7 Main boom









9.4 Intermediate section 12.00 m type 2421--14--01with rods 8.50 m + 0.20 m + 3.30 m


19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)

19.9 Rods 3,002m (on 7.3)

21.5 Rods 3.30 m (on 9.4)

21.6 Shackles 0.20 m (on 9.4)

21.7 Rods 8.50 m (on 9.4)

21.9 Rods 6.002m (on 9.2; 9.3)



4

062--3040 --20160/89

Z 51 994

’ X ’

2 1

. 7

2 1 . 5

’ W ’

2 1

. 9

1 9

. 8

1 9

. 8

1 9

. 7

1 9 . 9

1 9

. 8

6

’ Z ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

9 . 3

2 1

. 9

3 3

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 61/89

(Z 51 994)

21.10 Rods 6.45 m (on 9.8)



33 Auxiliary bracing (see section 4.3.6)

35 Vibration damper




4

062--3040 --20162/89

Z 51 995

’ X ’

2 1

. 7

2 1

. 5

’ W ’

1 9 . 8

1 9

. 8

1 9

. 7 1

9 . 9

1 9

. 8

6

’ Z ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

9 . 5

2 1

. 9

3 3

2 1

. 8

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 63/89



6 A--frame

7 Main boom









with rods 8.50 m + 0.20 m + 3.30 m9.5 Intermediate section 12.00 m type 2421--14--02

with rods 12.002m


19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)

19.3 Shackles 0,23 m (on 7.1)

19.4 Expander 1.40 m (on 7.1)

19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)

19.9 Rods 3,002m (on 7.3)

21.5 Rods 3.30 m (on 9.4)

21.6 Shackles 0.20 m (on 9.4)

21.7 Rods 8.50 m (on 9.4)

21.8 Rods 12.002m (on 9.5)



4

062--3040 --20164/89

Z 51 995

’ X ’

2 1

. 7

2 1

. 5

’ W ’

1 9 . 8

1 9

. 8

1 9

. 7 1

9 . 9

1 9

. 8

6

’ Z ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

9 . 5

2 1

. 9

3 3

2 1

. 8

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 65/89

(Z 51 995)

21.9 Rods 6.002m (on 9.2)

21.10 Rods 6.45 m (on 9.8)




35 Vibration damper

The bracing rods WU remain secured in the transport posi-tion to the intermediate sections. The bracing rods WU may

not be pinned together.



4

062--3040 --20166/89

Z 51 996

’ X ’

2 1

. 7

2 1

. 5

’ W ’

1 9

. 8

1 9

. 8

1 9

. 7

1 9

. 9 1 9

. 8

6

’ Z ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

9 . 5

2 1

. 9

3 3

2 1

. 8

2 1

. 9 9

. 3

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 67/89



6 A--frame

7 Main boom









with rods 6.002m

9.4 Intermediate section 12.00 m type 2421--14--01with rods 8.50 m + 0.20 m + 3.30 m



19 Stay bars HA


19.2 Shackles 0.60 m (on 7.1)


19.5 Shackles 0.27 m (on 7.1)

19.6 Rods 3.85 m (on 7.1)

19.7 Rods 6.002m (on 7.4)

19.8 Rods 12.002m (on 7.2; 7.5; 7.7)

19.9 Rods 3,002m (on 7.3)

21.5 Rods 3.30 m (on 9.4)

21.6 Shackles 0.20 m (on 9.4)



4

062--3040 --20168/89

Z 51 996

’ X ’

2 1

. 7

2 1

. 5

’ W ’

1 9

. 8

1 9

. 8

1 9

. 7

1 9

. 9 1 9

. 8

6

’ Z ’

9 . 8

9 . 4

9 . 2

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

9 . 5

2 1

. 9

3 3

2 1

. 8

2 1

. 9 9

. 3

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

9 . 8

2 1

. 1 0

3 5

2 1

. 1 1

3 2

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 6 1 9

. 51

9 . 4 1

9 . 3 1

9 . 2

1 9

. 1

E i n z e

l h e

i t ’ W ’

D e t a

i l ’ W ’

2 1

. 7

2 1

. 6

2 1

. 5

3 5




062--3040 --201 69/89

(Z 51 996)

21.7 Rods 8.50 m (on 9.4)

21.8 Rods 12.002m (on 9.5)

21.9 Rods 6.002m (on 9.2; 9.3)

21.10 Rods 6.45 m (on 9.8)




35 Vibration damper




4

062--3040 --20170/89

Z 51 997

Z 38 551

6

3

9 . 8

7 . 7

7 . 5

7 . 4

7 . 3

7 . 2

7 . 1

1




062--3040 --201 71/89

4.3.2 Fitting the Main Boom Combinations SH/LH

Configuration of the crane

* The base crane sits on its crawler--type carriers.

* The required counterweight (3, Z 51 997) is stacked on the super-structure (1).

* The A--frame (6, Z 51 997) is laid forwards in the assembly position.

Fitting procedure

The procedure described is for fitting the main boom combinationSH/LH 66 m. For larger boom lengths, additional intermediate sections

must be added in accordance with the combination drawing.

Assembling the boom may also be performed as assembly in the air up to a max. boom length of 58 m (see also Assembling SH in Sect. 4.2).

- Start the engine and switch on the configuration program (see part1, section 8).

- Attach the foot section (7.1, Z 51 997) to an auxiliary crane usingsling ropes and guide to the superstructure (1).

- Preselect assembly function “Assemblymain boomfoot section” on

the monitor of the IC1--system. Activate the radio remote control(see part 1, section 14).

- Press buttons (2 and 10, as well as 2 and 11, Z 38 551) and bolt thefoot section (7.1, Z 51 997) on the superstructure (1). Lay foot sec-tion (7.1) on the ground.

- Attach theintermediatesection (7.2, Z 51 997) to the auxiliary craneby means of sling ropes and guide to the foot section (7.1). Bolt thefoot section (7.1) and intermediate section (7.2) together in the up-per bolt joint. Set the intermediate section (7.2) down on theground.

- Attach intermediate sections (7.3, 7.4, and 7.5 Z 51 997) to the au-

xiliary crane by means of the sling ropes and guide to the interme-diate section (7.2). Bolt the intermediate sections together.

Additional intermediate sections may need to be fitted, depending on the boom length (see combination drawings in sect. 4.3.1).

- Attach the reducer (7.7, Z 51 997) to the auxiliary crane by meansof sling ropes and lift off the transport vehicle. Guide the reducer(7.7) to the intermediate section (7.5) and bolt to the intermediatesection (7.5).

- Attach the top piece (9.8, Z 51 997) to the auxiliary crane by meansof sling ropes and lift off the transport vehicle. Guide the top section(9.8) to the reducer (7.7) and bolt to the reducer (7.7).



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Z 51 998

E i n z e l h e

i t ’ X ’

D e

t a i l ’ X ’

4 4

4 3

2 4

. 2

9 . 8

E i n z e

l h e

i t ’ Y ’

D e

t a i l ’ Y ’

3 5

1 9

. 2 “ A ”

“ b ”

’ X ’

9 . 8

1 9 7

7 . 2

’ Y ’

7 . 1

1 9 . 1

1 9 . 2

6

2 4

. 2




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(Z 51 998)

- Pull hoist rope H2 (24.2) forwards to the top piece (9.8). Useauxiliary reeving ropes to draw through the hoist ropes. Fit-tings are welded onto the hoist ropes to secure the auxiliaryreeving ropes.

- Guide hoist rope H2 (24.2) over the rear sheaves and overthe front roller set on the top piece (9.8) andsecure (see detail’X’).

If a double hook block is reeved, the hoist rope H1 must also be drawn to the top piece (9.8) and secured to it (9.8).If the runner is fitted the hoist rope H3 must also be drawn to the top piece (9.8) and must be secured on the top piece (9.8).

- Raise the main boom foot section (7.1) and intermediate sec-tion (7.2) using the auxiliary crane and bolt together in the lo-wer pin stop.

- Bolt the stay bars HA (19) together and release the transportlocking pins.

The position of the individual stay bars (19) can be taken from the corresponding combination drawing (see Sect. 4.3.1).

-Pin vibration damper (35) to the stay bars HA (19).

The vibration dampers (35) must always be fitted at the spe-cified points!

- Remove the bolts at point “a” and swing the shackles (19.2)upwards. Release locking bolts in point “b” (see detail ’Y’).

- Lower the A--frame (6) and bolt the shackles (19.2) to the staybars (19.1).

- Raise the A--frame (6) until the main boom stay bars (19) aretensioned.

- Fit and connect the aircraft warning light (43) and air speedindicator (44).

- Connect the cables between the superstructure (1) and mainboom foot section (7.1).

- Connect the cables in the main boom (7).

The plugs and connections are marked.Before the boom system is erected, all limit switches and the an- gle transducer, air speed indicator and aircraft warning light must be checked to make sure that they are fully functional.



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Z 51 999

E i n z e

l h e

i t ’ X ’

D e

t a i l ’ X ’

4 4

4 3

1 3

. 1

2 4

. 2

1 3

9 . 8

’ X ’

7

2 4

. 2




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(Z 51 999)

- If required, fit the runner (see section4.2.4).

- Set down the hook block (13) next to the top piece (9.8).

- Raise main boom SH/LH (7) until the top piece (9.8) can beswung over the hook block (13).


- Reeve hoist rope H2 (24.2) between the roller set on the toppiece (9.8) and the hook block (13) (see Sect.9).

When using a double hook block the hoist rope H1 is also reeved between the top piece (9.8) and the hook block (13).

- Lift the rope shackle (13.1) from the transport mounting onthe top piece (9.8), remove the bolts, guide the rope shacklehalves around the front strands of the hoist rope H2 (24.2) orhoist ropes H1 and H2 and bolt again.

The strand of the hoist rope from the hook block (13) to thefixing point on the top piece (9.8) may not be guided through

the rope shackle (13.1).

Before erecting the boom system, check to make surethat all bolt connections have been secured and that notools are lying on the boom sections.



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Z 51 200

7


5

’A’

5

’X’




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(Z 51 200)

- Erect the main boom SH/LH (7) with the derricking gear intoits operating position.


- Set the operating mode for the boom combination “SH/LH” inaccordance with the load table (see part 1, sect. 8).

The rope protection (5) must be fitted in point ”A” after erec-ting the boom (see detail ’X’).

To avoid damaging the derricking rope the rope protection(5) must be dismantled again before setting down the boom.



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Z 38 028

1

2a 2b

19

1

19

2

1

3a3b

19

1

19

3




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4.3.3 Assembling the Main Boom Stay Bars for the Combi-

nation SH/LH(Z 38 045

The main boom stay bars (19) have a double forked head at thefront end and a forked head at the rear end. Beneath the forkheads locking plates are fitted on each rod. The auxiliary bolts (2and 3) are fed through these locking plates in order to secure thestay bars HA (19) on the intermediate section during transporta-tion.After bolting the intermediate sections, the stay bars HA (19) arebolted together using bolts (1).

-Dismantle the auxiliary bolts (2 and 3) and their lock fittingsfrom the transport position (’a’) and insert in the operation po-sition (’b’) (only on the main boom stay bars ’19’).

- When dismantling the intermediate sections, the main boomstay bars (19) must be secured for transportation. Dismantleauxiliary bolts (2 and 3) with lock fitting from the operating po-sition (’b’) and insert in transport position (’a’).



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Z 48 190

13.1

9.8

24.3

13

40

9.8.1

41

24.2

9.8.2




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4.3.4 Fitting the Runner on the Main Boom SH/LH

(Z 48 190)

When fitting the runner on the main boom SH/LH the crane ismounted up to the point when the hook block is reeved. The run-ner can then be fitted.


- Dismantle the running wheels (9.8.1) from the fly jib top sec-tion and connect to the Runner (40).

- Position runner (40) in front of the top section (9.8) and pin.

-

Raise the top section (9.8), using an auxiliary crane as requi-red (observe the erecting regulations in Sect. 10).

- Raise stay bars (41) and bolt to the top piece (9.8).

- Release the hoist rope H3 (24.3) from the top section (9.8),pull over the guide sheave in the top section (9.8) to thesheave in the runner (40), guide beneath the rope deflectorand secure in place.

- Connect the electric cable of therunner (40) to thedistributionbox in the top section (9.8).

- Set down the hook block (13) next to the top piece (9.8).

- Raise the main boom SH/LH until the top section (9.8) can beswung over the hook block (13).


- Reeve hoist rope H2 (24.2) between the roller set in the toppiece (9.8) and the hook block (13) (see section 9).

- Mount the rod with rope securing rollers (9.8.2).

- Lift the rope shackle (13.1) from the transport attachment on

the top piece (9.8), remove the bolt(s), fold the rope shacklehalves around the front strands of hoist rope H2 (24.2) andbolt together again.

The strand of the hoist rope from the hook block (13) to thefixing point on the top piece (9.8) may not be guided throughthe rope shackle (13.1).



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Z 48 191

4242.1 24.3




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(Z 48 191)

- Set down the hook block (42) next to the runner (40).

- Raise the main boom until the hook block (42) can be reevedon the runner (40).

- Release hoist rope H3 (24.3), guide through the rope shackle(42.1) of the hoist limit switch and over the sheave of the hookblock (42).

- Bolt hoist rope H3 (24.3) to the fixing point.

- Erect the main boom into its end position.


- Set the operating mode for the boom combination “SH/LHwith runner” in accordance with the load table (see part 1,Sect. 8).



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Z 48 192

42 40

41

13

9.8




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4.3.5 Dismantling the Runner

(Z 48 192)


- Lower the boom system until the hook blocks (13 and 42) canbe unreeved.

Follow the erecting regulations (see section 10). These alsoapply analogously in the reverse order for lowering.

- Unreeve hook block (42).

-Unreeve hook block (13).

- Lower the main boom until the sheaves of the runner (40)come into contact with the ground.

- Release the stay bars (41) on the top piece (9.8) and dis-mantle the runner (40) from the top piece (9.8).



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Z 47 589

33.1

33.2

33.3

33.4

33.5

33.6

33.5

33.7

33.8

’A’

Ansicht ’A’View ’A’




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4.3.6 Assembling the Auxiliary Bracing (Bracing Chains)

for the Combination SH/LH

4.3.6.1 Assembling the Auxiliary Bracing (Bracing Chains)for the Combination SH/LH --Jib Length 90 m and 96 m

(Z 47 589)

33 Additional bracing assy.

33.1 Fork

33.2 Fork

33.3 Bolt ø 55 x 219

33.4 Bolt ø 40 x 152

33.5 Bolt ø 40 x 140

33.6 Chain 3.168m

33.7 Safety fore lock 17 x 75

33.8 Safety fore lock 9.5 x 55



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Z 52 001

33.1

33.2

33.3

33.4

33.5

33.9

33.5

33.7

33.8

’A’

Ansicht ’A’View ’A’




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4.3.6.2 Assembling the Auxiliary Bracing (Bracing Chains)

for the Combination SH/LH --Jib Length 102 m

(Z 52 001)

33 Additional bracing assy.

33.1 Fork

33.2 Fork

33.3 Bolt ø 55 x 219

33.4 Bolt ø 40 x 152

33.5 Bolt ø 40 x 140

33.7 Safety fore lock 17 x 75

33.8 Safety fore lock 9.5 x 55

33.9 Chain 2.784m

The chain 2.784 m (33.9) must be removed from the auxiliary bracing of the fly jib.

C2600 BOOM ASSEMBLY

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Transcript of C2600 BOOM ASSEMBLY