36Z4

Stationary jib crane on mast

Technical specifications

Type of fold

Z

Number of arms

4

Horizontal range

36.00 m

Vertical reach

38.00 m

Work surface

4.069 m2

Final stretch of hose

4.00 m

Pipe diameter

125 mm

Electric motor

18.5 kW

Voltage

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

Components

Weight

Counter-feather

1.050 kg

Pedestal + Boom base section

4.55 kg

Set of boom sections

5.6 kg

Access walkways to distribution boom

1.1 kg

TOTAL FEATHER WEIGHT

12,300 kg

Set of masts (2 x 4,850 kg)

9,700 kg

Access walkways to distribution boom

900 kg

TOTAL WEIGHT OF MASTS

10,600 kg

Weight of concrete in the boom

10,600 kg

Total equipment weight without counterweights

10,600 kg

* Counterweights

10,600 kg

Total equipment weight with counterweights

10,600 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.

Share it
Facebook
Twitter
LinkedIn

5.600 kg

950 kg: Counterjib

3.950 kg: Pedestal + boom base sections

pedestalcontrapluma.png

Feather: 6.600 kg

pluma-32z4.png

Counterweights: 5,200 kg

2 counterweights of 2,600 kg

contrapesos-32z4.png

Mast

diagrama-36z4

REACTIONS ON THE SLABS

Operating weight

24.950 kg

OPERATIONAL MOMENT

1,411.42 kN·m

HORIZONTAL FORCE (FHORZ)

293,76 kN

29,955.18 kg

VERTICAL FORCE (FGREEN)

235.24 kN

23,987.8 kg

REACTIONS ON THE FOOTING

Operating weight

24.950 kg

OPERATIONAL MOMENT

1,411.42 kN·m

Horizontal arm

349.36 kN

3.5624,8 kg

F-bolt (horizontal)

87.34 kN

3.5624,8 kg

F-arm (vertical)

504.08 kN

51,401.84 kg

F-bolt (vertical)

126.02 kN

12,850.46 kg

FORCE AND TORQUE

PEN SPEED

0.74 m/s

Torsional force

3.62 kN

Torque

43,52 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)

20.31 kN

Wind force = W.A (Counterweight side)

1 kN

Tee-time (Suspended due to wind)

219.19 kN

M (Bending moment due to wind)

35.10 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

9 kN (H)

Tee-time (Suspended due to wind)

0

M (Bending moment due to wind)

37.5 kN·m

*c is the aerodynamic coefficient

Scroll to Top