32Z4

Stationary jib crane on mast

Technical specifications

Type of fold

Z

Number of arms

4

Horizontal range

32.00 m

Vertical reach

34.00 m

WORKTOP

3.215 m2

Final hose section

4.00 m

PIPE DIAMETER

125 mm

Electric motor

18.5 kW

electric current

380-400V / 50-60Hz / 63A

Components

Weight

Counter-feather

950 kg

Pedestal + Jib base section

3.950 kg

Set of jib sections

4.5 kg

Access walkways for the distribution boom

1.1 kg

TOTAL FEATHER WEIGHT

10,500 kg

Mast assembly (3 x 2,050 kg)

6.150 kg

Mast equipment (hydraulic jacks and slab bases)

900 kg

TOTAL EQUIPMENT WEIGHT WITHOUT COUNTERWEIGHTS

7.050 kg

Weight of concrete in boom

1.5 kg

TOTAL EQUIPMENT WEIGHT WITHOUT COUNTERWEIGHTS

19.050 kg

Counterweight

*4.300 kg

TOTAL WEIGHT OF THE EQUIPMENT WITH COUNTERWEIGHTS

23.350 kg

*IMPORTANT

When the concrete distributor boom operates on the mast designed by the manufacturer, the use of counterweights will not be necessary for the performance of its work thanks to its structural composition.

Should the concrete distribution boom operate on a lattice tower, the installation of an additional 4,300 kg counterweight will be necessary.

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4.900 kg

950 kg: Counterjib

3.950 kg: Pedestal + boom base sections

pedestalcontrapluma.png

Pluma: 4.500 kg

pluma-32z4.png

Counterweights: 4,300 kg

2 counterweights of 2,150 kg

contrapesos-32z4.png

Mast

dimensiones-mastil-18m-e1589182273247.jpg

REACTIONS ON THE SLABS

Operating weight

19.690 kg

OPERATIONAL MOMENT

1,026.64 kN·m

HORIZONTAL FORCE (FHORZ)

129 kN

13,154.34 kg

VERTICAL FORCE (FGREEN)

287 kN

29,265.85 kg

REACTIONS ON THE FOOTING

Operating weight

20.840 KG

OPERATIONAL MOMENT

1,026.64 kN·m

Horizontal arm

254.12 kN

25.913 kg

F-bolt (horizontal)

63.53 kN

29,265.85 kg

F-arm (vertical)

366.66 kN

37.389 kg

F-bolt (vertical)

91.66 kN

9.347 kg

FORCE AND TORQUE

PEN SPEED

0.72 m/s

Torsional force

2.99 kN

Torque

31,73 kN·m

Z-AXIS WIND DIRECTION

WIND SPEED

120 km/h

q (kN/m)2)

0,69

W=q.c (c=1,2)*

0,83

F-wind = W.A (Lee side)

17.74 kN

Wind force = W.A (Counterweight side)

146.57 kN

Tee-time (Suspended due to wind)

0,83

M (Bending moment due to wind)

25.82 kN·m

*c is the aerodynamic coefficient

WIND DIRECTION X-AXIS

WIND SPEED

120 km/h

q (kN/m)2)

0,69

W=q.c (c=1,2)*

0,83

F-wind = W.A

8 kN (H)

Tee-time (Suspended due to wind)

0

M (Bending moment due to wind)

33.3 kN·m

*c is the aerodynamic coefficient

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