Reinforced Concrete Structure of the Puppet Theatre in Ostrava

Abstract:

The annex building for the alternative scene in the Puppet Theatre of Ostrava was designed and constructed as an interesting structure from raw face concrete. The size of the annex building is not so big. It is, however, distinct in terms of the shape and complexity. The annex building consists of the above-ground and underground parts and the outside amphitheatre. The above-ground part consists of a reinforced concrete monolithic structure with five floors. The façade is made from raw face concrete. The underground part comprises two underground floors and an inside amphitheatre which is connected to the outside amphitheatre. The paper describes the process and bottlenecks in the design and construction of the building which is interesting in terms of architecture and construction.

• Periodical: Applied Mechanics and Materials (Volumes 744-746)
• Pages: 217-221
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.744-746.217
• Online since: March 2015
• Authors: Radim Čajka*, Kamil Burkovič, Pavlina Mateckova, David Sekanina, Marie Stara, Anezka Jurcikova
• Keywords: Architectural Concrete, Contact Stress, FEM, Foundation Structure, Interaction Models, Reinforced Concrete Structure, Sliding Joint, Soil – Structure Interaction, Structural Design

References

[1] J. Bednar, F. Wald, J. Vodicka, A. Kohoutkova, Experiments on membrane action of composite floors with steel fibre reinforced concrete slab exposed to fire. Fire Safety Journal, Volume 59, 2013, pages 111-121. ISSN: 03797112, DOI: 10. 1016/j. firesaf. 2013. 04. 008.

DOI: 10.1016/j.firesaf.2013.04.008

[2] V. Buchta, P. Mynarcik, Experimental testing of fiberconcrete foundation slab model, Applied Mechanics and Materials, vols. 501 – 504, pp.291-294.

DOI: 10.4028/www.scientific.net/amm.501-504.291

[3] I. Bradacova, P. Kucera, Concrete structures restoration from the fire safety point of view. Advanced Materials Research, 688, 2013, pp.113-119. ISSN 10226680, ISBN 978-303785679-6, DOI: 10. 4028/www. scientific. net/AMR. 688. 113.

DOI: 10.4028/www.scientific.net/amr.688.113

[4] R. Cajka, Analytical derivation of friction parameters for FEM calculation of the state of stress in foundation structures on undermined territories, Acta Montanistica Slovaca, Volume 18, Issue 4, 2013, Pages 254-261, ISSN: 13351788.

[5] R. Cajka, J. Labudkova, Dependence of deformation of a plate on the subsoil in relation to the parameters of the 3D model, International Journal of Mechanics, Volume 8, 2014, Pages 208-215, ISSN: 1998-4448.

[6] R. Cajka, Horizontal Friction Parameters in Soil – Structure Interaction Tasks, Advanced Materials Research, Volume 818, pp.197-205, Trans Tech Publications, Switzerland, 2013, doi: 10. 4028/www. scientific. net/AMR. 818. 197.

DOI: 10.4028/www.scientific.net/amr.818.197

[7] R. Cajka, P. Mateckova, Temperature Distribution of Slide Joint in Reinforced Concrete Foundation Structures, 17th International Conference on Engineering Mechanics 2011, Svratka, May 09-12, 2011, Engineering Mechanics 2011, pp.95-98.

[8] P. Hunka, J. Kolisko, M. Vokac, S. Rehacek, Test and technological influences on modulus of elasticity of concrete – Recapitulation, Procedia Engineering, Volume 65, 2013, Pages 266-272, ISSN: 18777058, DOI: 10. 1016/j. proeng. 2013. 09. 041.

DOI: 10.1016/j.proeng.2013.09.041

[9] M. Janulikova, P. Mynarcik, Modern Sliding Joints in Foundations of Concrete and Masonry Structures, International Journal of Mechanics, vol. 8, iss. 1, United States: North Atlantic University Union, 2014, pp.184-189 (6 p), ISSN 1998-4448.

[10] M. Janulikova, M. Stara, P. Mynarcik, Sliding Joint from Traditional Asphalt Belts, Advanced Material Research, vol. 1020, pp.335-340.

DOI: 10.4028/www.scientific.net/amr.1020.335

[11] M. Janulikova, Comparison of the Shear Resistance in the Sliding Joint Between Asphalt Belts and Modern PVC Foils, Applied Mechanics and Materials, vols. 501 – 504, pp.945-948.

DOI: 10.4028/www.scientific.net/amm.501-504.945

[12] P. Kucera, J. Pokorny, Determination of temperature conditions for a design of engineering constructions during a fire. Komunikacie, 13 (2), 2011, pp.83-87, ISSN 13354205.

DOI: 10.26552/com.c.2011.2.83-87

[13] S. Seitl, Z. Kersner, V. Bilek, Z. Knesl, Fatigue parameters of cement - based composites with various types of fibres, Key Engineering Materials, 2010, Volume 417-418, Pages 129-132, ISSN: 10139826, DOI: 10. 4028/www. scientific. net/KEM. 417-418. 129.

DOI: 10.4028/www.scientific.net/kem.417-418.129

[14] L. Sitek, J. Foldyna, P. Martinec, J. Scucka, L. Bodnarova, R. Hela, Use of pulsating water jet technology for removal of concrete in repair of concrete structures, Baltic Journal of Road and Bridge Engineering, Volume 6, Issue 4, December 2011, Pages 235-242, ISSN: 1822427X, DOI: 10. 3846/bjrbe. 2011. 30.

DOI: 10.3846/bjrbe.2011.30

[15] P. Mynarcik, Measurement processes and destructive testing of fibre concrete foundation slab pattern, Advanced Material Research, vol. 1020, pp.221-226 (6 p), Trans Tech Publications, Switzerland, ISSN (Online) 1662-8985, ISSN (Print) 1022-6680, DOI: 10. 4028/www. scientific. net/AMR. 1020. 335, (2014).

DOI: 10.4028/www.scientific.net/amr.1020.221

[16] J. Navratil, Structural analysis of bridges, legitimate conservatism and obsolete theories Concrete Engineering International, 8 (1), 2004, pp.17-19, ISSN 14605856.

[17] J. Navratil, M. Zich, Long-term deflections of cantilever segmental bridges. Baltic Journal of Road and Bridge Engineering, Volume 8, Issue 3, 2013, pages 190-195. ISSN: 1822427X, DOI: 10. 3846/bjrbe. 2013. 24.

DOI: 10.3846/bjrbe.2013.24

[18] O. Sucharda, J. Brozovsky, Bearing Capacity Analysis of Reinforced Concrete Beams. International Journal of Mechanics, Issue 3, Volume 7, 2013, pp.192-200, ISSN 1998-4448.

[19] J. Strasky, J. Navratil, S. Susky, Applications of time-dependent analysis in the design of hybrid bridge structures. PCI Journal, 46 (4), 2001, pp.56-74, ISSN 08879672.

DOI: 10.15554/pcij.07012001.56.74