1 2 3

Technical Data
TYPE
H
H1
H2
H3
DA/DE
m
n x Øs/ØM
Typ wieńca
a x a x h
 
m
m
m
m
mm
kg
mm
m
M-160K
16
9,0
7,0
200/470
761
12 x M30/600
WF600/12xM30
2,8 x 2,8 x 2,2
M-180K
18
9,0
9,0
200/470
833
12 x M30/600
WF600/12xM30
2,8 x 2,8 x 2,2
M-200K
20
9,0
9,0
2,0
200/470
905
12 x M30/600
WF600/12xM30
2,8 x 2,8 x 2,2

Note: The foundation sizes are preliminary to Group II soils
The higher masts are made in accordance with the PN-EN 1090 standard for individual orders
The foundation construction and mast assembly conditions should be designed in accordance with the documentation for the target location.
The dimensions of the prefabricated foundation block are determined for moderate geotechnical parameters of the soil.
The conditions for prefabricated foundations should be designed in accordance with the construction design and assembly instructions for the lighting mast for the target location.

These masts can be used to illuminate parking lots, sports fields, railway and tram turnouts, etc. At the top of the mast there is a head with a crown left. On the crown can be mounted lighting projectors from different companies, it is recommended to mount 3 or 6 pieces of projectors. Lowering and lifting the crown is carried out manually with a drill with rotation to the right and to the left and a tip that allows insertion on the shaft of the gear. The mast is made of sheet metal bent in a 12-point profile with appropriate ribbing ensuring adequate stiffness and lightness of the structure.

Strength data
TYPE
Weight of iluminaires

Wind zone acc, to PN EN 1991-1-4
Permissible surface of luminaires [m2]

MF
 
kg

I≤300 m a.s.l.

I≤500 m a.s.l.

II≤300 m a.s.l.

III≤950 m a.s.l.

kNm
M-160K 200 5,291 2,911 1,781 0,971 149
M-180K 200 3,745 1,745 0,807 0,122 149
M-200K 150 2,485 0,785 149

Downloadable:

Ikony- pdfCatalog page