Lightweight Aggregate Produced with Cold-Bonding of Fly Ash and Binder

Article Preview

Abstract:

Main object of this paper are results of ash usage in order to create artificial aggregates. Ashes are mineral residue of coal burning in thermal power stations. Fly ashes (high temperature ashes) are highly used in practice as supplement of cement and silicate components of silica materials. FBC ashes are not used such great scale. They can be used for restoration, mounds or for example also for production of ash autoclaved aerated concrete. [1] Production of artificial aggregate from sintered ash is possible mainly because of the fly ashes. [2] Focus of this paper is to compare various types of ashes for lightweight aggregate produced with cold-bonding. Apart from the fly ashes and FBC ashes are also tested bottom ashes from FBC technology. From the results could be assumed, that bottom ashes compared to their granularity could be used only very hardly. Fly ashes splendidly react with cement and reach higher strengths. But they need more than 10 % of binder in order to reach quality results. FBC ashes better cooperate with quicklime, but in order to reach suitable parameters they need smaller portion of binder.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

94-99

Citation:

Online since:

October 2017

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2017 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] R. Zarubova: Utilisation of coal combustion products from power and heat stations for remediation of open pit mines in Czechia, Proc. of the 1st Symposium On flue gas desulphurization, 4th Symposium On ash, slag and waste landfils in power plants and mines, Palič, 2012, 246-250.

Google Scholar

[2] Lo T. Y., Cui H., Memon S. A., Noguchi T.: Manufacturing of sintered lightweight aggregate using high-carbon fly ash and its effect on the mechanical properties and microstructure of concrete 112, Journal of Cleaner Production (2016), pp.753-762.

DOI: 10.1016/j.jclepro.2015.07.001

Google Scholar

[3] C.L. Verma, S.K. Handa, S.K. Jain and R.K. Yadav: Techno-commercial perspective study for sintered fly ash light-weight aggregates in India, Construction and Building Materials, 12, 341–346. (1998).

DOI: 10.1016/s0950-0618(98)00022-1

Google Scholar

[4] J. Adamek: Strength of Lightweight Concrete Influenced by Strength of Lightweight Aggregate, contribution to the Second International Symposium on Structural Lightweight Aggregate Concrete, Norwegian Concrete Association, Kristiansand, Norway, (2000).

DOI: 10.14359/4128

Google Scholar

[5] T. Melichar, J. Bydžovský, Study of the Parameters of Lightweight Polymer-Cement Repair Mortars Exposed to High Temperatures, Applied Mechanics and Materials, Vols. 395-396, pp.429-432, 2013. DOI 10. 4028/www. scientific. net/AMM. 395-396. 429.

DOI: 10.4028/www.scientific.net/amm.395-396.429

Google Scholar

[6] CSN 72 2072-8 Fly ash for building industry purposes Part 8: Fly ash for the artificial aggregate production under current atmospherical conditions and artifical aggregates hardened in an accelerated way. Czech Standards Institute, Prague, (2013).

Google Scholar