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Mast

Conic-shaped elegance, tested for cyclonic zones

  • Height
  • Color
  • Mast diameter

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​Terms and Conditions
Prices are tax excluded. Taxes will be added in the basket 


Description
Round Tapered Steel Mast.
Height range: 4 to 6m.
Top diameter Ø75mm.

Prescription
HLE S420 steel mast.
Taper 15mm/m.
SSV flush welding.
HLE S420 steel stamped sole.

MAXIAL

Features

Height(m)
Top(mm)
Base(mm)
Handhole dimension (mm)
Flat steel base (mm)
Rods(mm)
Foundation blocks(m)



Height
Length
Distance
Square
Center distance
Length

Length
Height
3
60
103
400
70
500
60x50
200
271
16/M14x300
0.4
0.5
4
60
118
450
80
500
70x60
200
271
16/M14x300
0.4
0.6
5
60
134
450
80
500
70x85
200
271
16/M14x300
0.4
0.7
6
60
150
450
80
500
70x100
200
271
16/M14x300
0.4
0.7

Ability

Height
Weight
Zone 1
Zone 2
Zone 3
Zone 4
(m)
(kg)
22m/s
24m/s
26m/s
28m/s


Cat II
Cat I
Cat II
Cat I
Cat II
Cat I
Cat II
Cat I
3
30
1.30
1.11
1.08
0.92
0.90
0.77
0.77
0.65
4
30
1.04
0.82
0.85
0.66
0.71
0.54
0.59
0.45
5
30
1.03
0.81
0.83
0.65
0.69
0.53
0.57
0.43
6
30
0.98
0.78
0.80
0.62
0.50
0.53
0.41
0.24
Height
Weight
Zone  Cyclonic
M*
T*
(m)
(kg)
34m/s
36m/s





Cat II
Cat I
m.daN
daN
3
30
0.41
0.36
322
128


4
30
0.28
0.24
383
123


5
30
0.26
0.23
531
142


6
30
0.24
0.21
681
158


Calibrate dimension of top is Ø75mm, and in 95mm length .
2 rows of four M10 threaded punctures at 110 and 210mm from the top. Material of flat steel base is S355 H12m.
The CO2 impact is given in CO2 kg equivalent as an indication for any painted product per unit quantity.
The dimension of the concernment base are given as an indication for a pressure at the bottom of the excavation of 2 bars.
The loading capacity is given in m² with a head weight of 30Kg.

The loading capacity is given in m2 with a head weight of 30Kg.
*M and T are information reserved for installation companies to size the foundation blocks when the pressure at the
bottom of the excavation differs from 2 bars.

STERAL​

Features

Height(m)
Top(mm)
Base(mm)
Handhole dimension (mm)
Flat steel base (mm)
Rods(mm)
Foundation blocks(m)



Height
Length
Distance
Square
Center
distance
Length

Length
Height
4
75
136
500
85
500
75x70
300
400
20/M18x400
0.5
0.7
5
75
152
500
90
500
90x86
300
412
20/M18x400
0.5
0.8
6
75
168
500
100
500
90x100
300
412
20/M18x400
0.5
0.9

Ability

Height
Weight
Zone 1
Zone 2
Zone 3
Zone 4
(m)
(kg)
22m/s
24m/s
26m/s
28m/s


Cat II
Cat I
Cat II
Cat I
Cat II
Cat I
Cat II
Cat I
4
30
1.79
1.41
1.47
1.16
1.23
0.96
1.04
0.82
5
30
1.87
1.93
1.54
1.62
1.62
1.29
1.37
1.10
6
30
2.36
1.90
1.95
1.57
1.63
1.31
1.38
1.12
Height
Weight
Zone  Cyclonic
M*
T*
(m)
(kg)
34m/s
36m/s





Cat II
Cat I
m.daN
daN
4
30
0.52
0.46
567
158


5
30
0.72
0.63
1001
226


6
30
0.73
0.64
1323
252


Calibrate dimension of top is Ø60mm, and length 95mm.
Mast height 4/5/6m are available with or without punctures.
2 rows of four M10 threaded punctures at 110 and 210mm from the top except height 3/3.5/4.5m.
No Alto hinge on height 3/3.5/4/4.5m. No Soprano hinge on height 3/3.5m.
The CO2 impact is given in kg CO2 equivalent as an indication for any painted product per unit quantity.
The dimension of the massifs are given as an indication for a pressure at the bottom of the excavation of 2 bars.

The loading capacity is given in m2 with a head weight of 30Kg.
*M and T are information reserved for installation companies to size the foundation blocks when the pressure at the
bottom of the excavation differs from 2 bars.

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