BASF FA-561, Ludwigshafen
Fuel depot
Friesenheimer Insel, Werksgelände BASF, Ludwigshafen Deutschland
Construction year2014
Project descriptionThe designed tank is used for the storage of 20,000 m³ of water-polluting substances and was classified as a "LAU" facility according to VAwS. The retention in the sense of a secondary barrier was designed and constructed as an uncoated impermeable surface in accordance with DAfStb guideline BUmwS as a circumferential combined reinforced concrete containment space.
- Reduction of the slab thickness by optimising the position of the neutral axis in the cross-section towards the tensioned side (increase of the bending pressure zone) -> Economic aspect
- Significant reduction of the crack width-limiting reinforcement by more than half -> Optimal constructability/economic aspect
- Greater potential on the resistance side regarding tightness -> Durability is crucial
75 cm Bodenplatte (Slab) + 80 cm Sockel (Socket) = 155 cm
Executioncombined reinforcement
ConcreteC35/45 FD
Performance classL2,1/2,1
Fibre typeDramix® 5D 65/60BG
BASF – SE – The Chemical Company
Original solutionSIGMA Pro Consult, Baden-Baden
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