Construction and Static Loading Tests of Experimental Subtle Frame from High Performance Concrete for Energy Efficient Buildings

Article Preview

Abstract:

Mechanical properties of high performance concrete (HPC) enable design of subtle structural elements. Subtle HPC frame concept comes from the effort to integrate load bearing elements into building envelope in order to reduce risks of thermal bridges. Substantial advantages of subtle structural elements are material and energy savings during production, transportation, manipulation and assembling. Paper presents implementation of construction of experimental frame at University Centre UCEEB in Buštěhrad. Individual structural elements were made in prefa plant ŽPSV a.s. in Litice nad Orlicí and Čerčany, the company also assembled the experimental frame. The frame was built from February to April 2016. Within June and July, the construction was tested by static loading test, which partial results are presented in the paper. Accomplished calculations, experimental verification and analysis show that subtle HPC frame is the effective solution from reliability aspects as well as from environmental and economical parameters.

You might also be interested in these eBooks

Info:

Periodical:

Solid State Phenomena (Volume 259)

Pages:

275-279

Citation:

Online since:

May 2017

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Fiala, C., Hejl, J., Bílek, V., Růžička, J., Vlach, T., Novotná, M., Hájek, P., Experimentální ověření prototypů prvků subtilního skeletu z vysokohodnotného betonu pro energeticky efektivní budovy (in Czech), 22. Betonářské dny 2015, Litomyšl, ČBS ČSSI, 2015, ISBN978-80-906097-0-9.

Google Scholar

[2] Hajek, P., Fiala, C. and Lupisek, A. (2016) High Performance Concrete for Environmentally Efficient Building Structures, Key Engineering Materials ISSN: 1662-9795, Vol. 691, pp.272-284, Trans Tech Publications.

DOI: 10.4028/www.scientific.net/kem.691.272

Google Scholar

[3] Fiala, C., Růžička, J., Hájek, P.: Příprava realizace experimentálního skeletu OSEEB, Sympozium Energeticky efektivní budovy 2015, Buštěhrad, 2015, s. 67 – 72, ISBN 978-80-02-02615-0.

Google Scholar