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Fine Grain Portland Cement Concrete with Complex Nanodisperse Admixture for Structure Rehabilitating
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Influence of Temperature on Structure Formation Processes Geocements for Rehabilitation of Concrete
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Reconstruction of the Municipal Bath House
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Shielding Silicate Composition of Increased Durability for Repair and Rehabilitation
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Special Repair Materials and Influence of Aggressive Environment on their Properties
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Reconstruction of the Municipal Bath House

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Abstract:

The paper describes static failures, reconstruction and redevelopment of reinforced concrete load-carrying structures in the Municipal Bath House in Moravská Ostrava. The building was built at the beginning of the 1960s.The architectural, structural and typological features are typical of that time. Several rather serious failures have occurred during the operation in the reinforced concreted load-carrying skeleton and the bath tub structure. Reasons for the failures and general degradation of some parts of the reinforced concrete included undermining, weather, leakage of aggressive water and vapour from baths, saunas, laundry and other facilities. This paper describes the static underpinning, improvement of the degraded reinforced concrete structures and technical aspects of transformation of a former civil defence shelter into a wellness and swimming centre.

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Periodical:

Advanced Materials Research (Volume 1122)

Pages:

115-120

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1122.115

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Online since:

August 2015

Authors:

Radim Čajka*, Kamil Burkovič

Keywords:

Connecting Bridge, Corrosion, Degradation of Concrete, Improvement, Reconstruction, Reprofiling

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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