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ANALYSIS OF THE CURRENT CONSTRUCTION FROM FAIR FACED CONCRETE IN TERMS OF BOUND CO2 EMISSIONS

Monika Utěšená

First published: 2019-06-20https://doi.org/10.5593/sgem2019/4.1/s19.107View metrics

Abstract

This paper analyses the structure made from fair faced concrete compared to a conventional concrete sandwich structure with a surface finish in terms of bound CO2 emissions. This article also takes into account the length of service life of the individual constructions. For each of these structures, an analysis for high-performance concrete (HPC) and conventional iron-reinforced concrete (sometime called normal strength concrete NSC) is provided. Due to the current tendency of construction from colored fair-face concrete, tentative calculation of color pigments? influence on the amount of bound CO2 emissions production is also performed. From the results we can concluded, that The structure made of HPC shows a higher production of bound CO2 emissions, but its declared durability is higher compared to the NSC construction. The use of colored inorganic pigments resulted in an increase in GWP (Global Warming Potential), and the construction of colored exposed concrete shows nearly three times the production of bound CO2 emissions.

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Publication details

Title
ANALYSIS OF THE CURRENT CONSTRUCTION FROM FAIR FACED CONCRETE IN TERMS OF BOUND CO2 EMISSIONS
Authors
Monika Utěšená
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 19th International Multidisciplinary Scientific GeoConference SGEM2019, Energy and Clean Technologies
Publisher
STEF92 Technology
Year
2019
Pages
845-850
SWS Citekey
Utesena201919845850
ISSN
1314-2704
ISBN
978-619-7408-83-6
Language
en
Publication type
Conference Paper
Keywords
References8
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  6. Vymazal, T., Teplý, B., Rovnaníková, P., ntroduction to an approach to performing sustainability quantification of concrete structures, Solid state Phenomena, vol 272, pp. 273-279, 2018

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  8. Müller, H.S., Sustainable Structural Concrete – from today’s approach to future challenge, Structural Concrete, vol.14, pp. 299-300, 2013.

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