Class A 15
walkways, cycling paths, green areas
The laying direction of the channel is always opposite to the direction of flow and starts at the ground pipe joint. If elements are laid in two directions it is necessary to join two counterfacing elements. To avoid a gap remove the profile rebate with an angle grinder or use end pieces. When laying, it must generally be ensured that the individual channel elements are installed vertically and are not pushed together!
Class A 15
walkways, cycling paths, green areas
Class B 125
pedestrian zones, car parking spaces
Class C 250
kerb areas, emergency lanes, car parking spaces
Class D 400
road surfaces, pedestrian streets
Class E 600
industry, military, high wheel loads
Class F 900
airport surfaces, docks, very high wheel loads
Type I
A drainage channel type I does not require a concrete encasement for bearing the loads. Foundations are only required to discharge the exerted vertical and horizontal forces.
Type M
A drainage channel type M requires a foundation and encasement of concrete that can discharge occurring vertical and horizontal loads into the foundation after installation.
Element
with vertical outlet
Feed box
incl. Dirt catcher
Asphalt / Paving
Type I
x (according to calculation) | |
---|---|
D 400 | 15 cm concrete C25/30 |
E 600 / F 900 | 20 cm concrete C25/30 |
z (according to calculation) | |
---|---|
D 400 | 20 cm concrete C25/30 |
E 600 / F 900 | 25 cm concrete C25/30 |
Roadway concrete / Paving
Type I
z (according to calculation) | |
---|---|
C 250 | 15 cm concrete C25/30 |
D 400 | 20 cm concrete C25/30 |
E 600 / F 900 | 25 cm concrete C25/30 |
Mastic asphalt
Type I
Concrete according to calculation of the respective load class.
Asphalt
Type M
x y z (according to calculation) | |
---|---|
A 15 | 10 cm concrete C25/30 |
B 125 / C 250 | 15 cm concrete C25/30 |
D 400* | 20 cm concrete C25/30 |
E 600 / F 900* | 25 cm concrete C25/30 |
*Not suitable for cross drainage on high-frequenzy ranges!
Roadway concrete
Type M
x z (according to calculation) | |
---|---|
A 15 | 10 cm concrete C25/30 |
B 125 / C 250 | 15 cm concrete C25/30 |
D 400* | 20 cm concrete C25/30 |
E 600 / F 900* | 25 cm concrete C25/30 |
*Not suitable for cross drainage on high-frequenzy ranges!
Paving
Type M
x y z (according to calculation) | |
---|---|
A 15 | 10 cm concrete C25/30 |
B 125 / C 250 | 15 cm concrete C25/30 |
Paving
Type M
x y z (according to calculation) | |
---|---|
D 400 | 20 cm concrete C25/30 |
E 600 / F 900 | 25 cm concrete C25/30 |
The paving must be installed in such a way that dynamic shear forces do not affect the channel sides. This is achieved by a non-positive bond between the paving.
Stretcher, kerb
Type M
y z (according to calculation) | |
---|---|
A 15 | 10 cm concrete C25/30 |
B 125 / C 250 | 15 cm concrete C25/30 |
Paving
Type I
z (according to calculation) | |
---|---|
A 15 | 10 cm concrete C25/30 |
B 125 / C 250 | 15 cm concrete C25/30 |
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