Influence of Use Fluidized Fly Ash Combined with High Temperature Fly Ash on Microstructure of Cement Composite

Article Preview

Abstract:

The constraint of using fluidized bed combustion fly ash as addition for concrete is mainly its chemical composition. Increased contents of sulphates and free lime in fluidized bed combustion fly ash causes development of undesirable ettringite during hydration. Expansive character of this mineral can have degrading effect on hardened concrete. Fluidized bed combustion fly ash as well as high temperature fly ash are considered pozzolanic addition, which is capable of reacting with Ca(OH)2 and form similar hydration products as cement hydration. Use of small amount of fluidized bed combustion fly ash can cause production of ettringite, however, when combined with high temperature fly ash, possible micro-failures could be healed with new hydration products - CSH gels. The paper deals with possibilities of confirming this theory mainly through examination of microstructure of cement composite with an electron microscope and clarifying observed hydration products.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

146-150

Citation:

Online since:

December 2016

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] A. E. Bland, T. Brown, J. Wheeldon, Pressurized fluidized bed combustion ash 1. Construction-related use options, Fuel, Volume 76, Issue 8, June 1997, Pages 733-740, ISSN 0016-2361.

DOI: 10.1016/s0016-2361(97)00002-1

Google Scholar

[2] R. Hela, D. Orsakova, The Mechanical Activation of Fly Ash, in: J. Bujnak, J. Vican (Eds. ),. Concrete and Concrete Structures 2013, Procedia Engineering, Vol 65, 2013, pp.87-93.

DOI: 10.1016/j.proeng.2013.09.016

Google Scholar

[3] F. Škvára, R. Snop, R. Šulc, Z. Zlámalová Cílová, A. Peterová, L. Kopecký, Fluidized sulphate calcareous fly ash. ASVEP, Brno, 2015. Brno University of technology, Faculty of Civil Engineering, ISBN 978-80-214-5192-6.

Google Scholar

[4] M. Fridrichová, R. Magrla, D. Gazdič, J. Stachová, FBC-Ash as a Substitute of Part Material Raw during Production of Portland Cement, Advanced Materials Research, Vol. 1100, pp.11-14, Apr. (2015).

DOI: 10.4028/www.scientific.net/amr.1100.11

Google Scholar

[5] R. Hela, J. Maršálová, L. Bodnárová, Fly Ashes Thermal Modification and their Utilization in Concrete, in: F. Bontempi  (Ed. ), System-based Vision for Strategic and Creative Design, Vols 1-3, Roma, 2003, p.1649 – 1653.

Google Scholar

[6] D. Orsáková, A. Masárová, J. Válek, P. Novosad, R. Hela, Mixing of different particle-size fractions of fly ash to increase its activity in cement composites, In Advanced Materials Research Vol. 897, 2014, pp.297-300.

DOI: 10.4028/www.scientific.net/amr.897.297

Google Scholar

[7] R. Hela, M. Ťažký, Development of Structural Concrete with Fly Ash, Advanced Materials Research, Vol. 1054, pp.143-147, (2014).

DOI: 10.4028/www.scientific.net/amr.1054.143

Google Scholar

[8] C.J. Warren, E.J. Readon, The solubility of ettringite at 25 °C. Cement and Concrete Research. 1994, year. 24, No. 8.

Google Scholar