Use of Textile Reinforced Concrete – Especially for Facade Panels

Magdaléna Novotná; Michaela Kostelecká; Julie Hodková; Miroslav Vokáč

doi:10.4028/www.scientific.net/AMR.923.142

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Use of Textile Reinforced Concrete – Especially for Facade Panels
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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 923Use of Textile Reinforced Concrete – Especially...

Use of Textile Reinforced Concrete – Especially for Facade Panels

Abstract:

In recent years, textile reinforced concrete (TRC) is at the beginning of industrial production mainly in Germany and relates especially to facade panels and concrete footbridges. The subtle panels with a minimum thickness of coverage layer can be designed due to the textile reinforcement, which is resistant to corrosion. Furthermore, a long durability is expected in case of these structures. The textile reinforcement with the fine-grained ultra-high performance concrete (UHPC) enables to produce concrete elements with a minimum thickness. Therefore, the concrete element with up to 70 % lower weight compared to element with conventional reinforcement can be produced and significant environmental savings can be achieved (reducing the consumption of non-renewable raw materials, transport energy, reduced dead load acting on the supporting structure, etc.).

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Periodical:

Advanced Materials Research (Volume 923)

Pages:

142-145

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.923.142

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Online since:

April 2014

Authors:

Magdaléna Novotná*, Michaela Kostelecká, Julie Hodková, Miroslav Vokáč

Keywords:

Facade Panels, Textile Reinforced Concrete, Ultra High Performance Concrete

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References

[1] BRAMESHUBER W.: Textile reinforced concrete, RILEM report 36, (2006).

Google Scholar

[2] GRAF, W. – HOFFMANN, A. – MÖLLER, B. – SICKERT, J.U. – STEINIGEN, F.: Analysis of textile-reinforced concrete structures under consideration of non-traditional uncertainty models, Engineering Structures 29 (2007) 3420–3431.

DOI: 10.1016/j.engstruct.2007.08.013

Google Scholar

[3] SODOMKA, L.: Technické textilie, přednášky z předmětu Textilní fyzika, TUL, Liberec (2006).

Google Scholar

[4] DOSTALOVÁ, M. – KŘIVÁNKOVÁ, M.: Základy textilní a oděvní výroby, Technická univerzita v Liberci, Liberec 1998, ISBN 80 – 7083 – 306 -8.

Google Scholar

[5] FRAAS,V.: http: /www. solutions-in-textile. com/126_innovation_for_the_textile_ reinforcement. html.

Google Scholar

[6] UNEP-SBCI. United Nations Environment Program – Sustainable Building and Climate Initiative. Buildings and Climate Change - Summary for Decision-Makers. s. l. : UNEP-SBCI, 2009. 987-92-807-3064-7.

Google Scholar

[7] LCEE, Life Cycle Engineering Experts GmbH; Hering Bau GmbH & Co. KG, Hochbauen. betoShell® featherlight concrete.

Google Scholar

[8] HERING, betoShell®featherlight concrete: http: /downloads. german-pavilion. com/downloads /pdf/exhibitor_27146. pdf.

Google Scholar