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File:Tonnendach Zwickau20101109 Frank Schladitz01.jpg

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Deutsch: Die Verstärkung eines Tonnendaches in Zwickau aus dem Jahr 1903 kann in diesem Zusammenhang ebenfalls aufgeführt werden. Bei beiden nur 8 cm dicken Stahlbetonkonstruktionen wurde die vorhandene Tragfähigkeit mit ca. 1-2 cm dicken Carbonbetonschichten auf das heute geforderte Niveau erhöht. Vor allem durch den sehr dünnen Schichtenauftrag kann man dem Wunsch des Denkmalschutzes – das ursprüngliche Erscheinungsbild zu erhalten – gerecht werden.
Date
Source Schladitz, F.; Curbach, M.: Carbon Concrete Composite. In: Holschemacher, K. (Hrsg.): 12. Tagung Betonbauteile - Neue Herausforderungen im Betonbau. Beuth Verlag, 2017, S. 121-138
Author Dr.-Ing. Frank Schladitz

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