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
Pluma: 4.500 kg
Counterweights: 4,300 kg
2 counterweights of 2,150 kg
Mast
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