BASF FA 561
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 + 80cm Sockel = 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
Flüssigkeitsdichte Bauteile in Kombinationsbewehrung
Bauingenieur Heft 11/2015. / www.bauingenieur.de
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