Our services:
Retention and clarifier basins, separation systems, Flood retention areas, amphibious guidance systems, Renaturation. |
Flood protection with high demands
Customer: Universitätsstadt Tübingen
Construction time: 7 months
Construction year: 2011
Facts and figures:
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10,000 t pitched slope and riprap by means of river construction stone in accordance with TLW
2003
- 380 m production of in-situ concrete construction piles
- Production of reinforced concrete structures with increased demands on the concrete (WU) and on the exposed concrete
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Dam body improvement and reinforcement with Dorosol C50. Total quantity approx. 23,000 m³
Flood protection for Remstal is guaranteed
Customer: Wasserverband Rems
Construction time: 18 months
Construction year: 2006 – 2008
Facts and figures:
Storage capacity for approximately 700,000 cubic metres of water, dam length of 1.45 km, maximum dam height on the Rems of 10.20 m, maximum dam height in the open of 6.30 m, major earth works (delivery of 200,000 t of dam construction material), disposal of 170,000 t of waste material LAGA Z 0 - Z 4, water stones, limestone and dolomite,10,500 t, 28,000 t of ballast material, asphalt 1,900 t, concrete, 1,300 cubic metres.
Construction of two storm water retention basins
Customer: Stadt Sinsheim
Construction time: 2 months
Construction year: 2008
Facts and figures:
One basin is used alongside the existing autobahn storm water retention basin for the retention of rainwater from the car parks in the Rhein Neckar Arena. It is designed in the ground basin form and is close to the north east arena park structure. The surface water runs from the parking lots to the basin through drainage channels, with diameters of between 800 mm and 1,400 mm.
In addition, a further ground basin to the west of the Sinsheim-Süd car park is used for the retention of rainfall from the parking spaces of the Sinsheim-Süd industrial Park.
Reinforcement of the canal dam alongside the Neckar
Customer: Amt für Neckarausbau Heidelberg
Construction time: 15 months
Construction year: 2009 – 2010
Facts and figures:
Increasing the stability of the canal-side dam by creating a load filter on the dam embankment blockage prevention system base (Neckar side) . Create a 2 m high wire mesh tank wall. The excavation work included excavating the concrete foundations and alignment of the future between the existing dam and the wire mesh container wall.
- Excavation: 4,000 cubic metres
- Concrete foundation: 2,800 cubic metres
- Gabions. Height 2 m: 2,200 m
- Cable protection pipes: 2,200 m
- Backfilling: 4,000 cubic metres
- Perennial planting: 180 pieces
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