FEATURES OF ASH OF THERMAL POWER PLANTS AS AGGREGATE FOR CONCRETES
DOI:
https://doi.org/10.15802/stp2017/113200Keywords:
ash of thermal power plants, properties, aggregates, concrete, moulding, vibrovacuumizingAbstract
Purpose. The scientific work is dedicated to development of scientific-technical bases of production and application of concrete on the basis of ashes of thermal power plants (TPP). Methodology. The properties of TPP ash, as well as the peculiarities of its behavior in a concrete mix as a fine aggregate, have been studied. It is shown that the hydrolysis and hydration of cement occur in the active environment of ash, which has a huge specific surface area. This significantly affects the course of these processes and the quality of the concrete produced. A new technology of application of ash of TPP for preparation of concrete mixes is offered. Vibrated and vibrovacuumized concretes of optimum composition from slag and ash, as well as from granite crushed stone and ash, are tested. The chara-cteristics of ordinary concrete (from granite crushed stone and quartz sand) are given to compare. Findings. The results of the tests showed the possibility of obtaining concretes of class C20/25…C25/30 on the basis of slag and ash of TPP at a limited consumption of cement. It is shown that the concrete with traditional aggregates has a lower strength than the concrete, which has ash as fine aggregate. This research results contribute to the increased use of ash in construction that solves the problem of aggregates as well as thermal power plants waste recycling. Originality. New method and technology of application of TPP ashes in concrete are developed. Ash concrete mix has rational flowability, which produces the greatest strength of ash vacuum concrete. This strength is twice or more as large as the strength of vibrated ash concrete mix with flowability S1. Practical value. The physico-chemical properties of TPP ash as aggregate for concrete are presented. Significant difference of ash from ordinary aggregates is shown. Chemical activity of the ash is justified. The special conditions of cement hardening in the case of using ash as aggregate for concrete are presented. The advantages of ash over traditional aggregate are shown. The research results contribute to the mass application of TPP ash in construction and obtaining the products from the proposed concrete of low cost with high physical-mechanical properties. Ash as an aggregate has a particularly high efficiency in vibrovacuumized concrete.
References
Baranov, A. T., & Buzhevich, G. A. (1960). Zolobeton yacheistyy i plotnyy. Moscow: Stroyizdat.
Volzhenskiy, A. V., Burov, Y. S., Vinogradov, B. N., & Gladkikh, K. V. (1969). Betony i izdeliya iz shlakovykh i zolnykh materialov. Moscow: Stroyizdat.
Buravchuk, N. I. (2016). Ispolzovaniye tekhnogennogo syrya v tekhnologii betonov. In Proceeding of the World Science, June 29-30, Karlovy Vary-Moscow (pp. 34-45). Warsaw: RS Global.
Volzhenskiy, A. V., Ivanov, I. A., & Vinogradov, B. N. (1984). Primeneniye zol i toplivnykh shlakov v proizvodstve stroitelnykh materialov. Moscow: Stroyizdat.
Murtazaev, S.-A. Y., Salamanova, M. S., Bisultanov, R. G., & Murtazaeva, T. S.-A. (2016). High-Quality Modified Concretes with the Use of a Binder on the Basis of a Reaction-Active Mineral Component. Stroitelnyye materialy, 8, 74-79.
Savitskiy, M. V., Sokolov, І. A., Storozhuk, M. A., & Abbasova, A. R. (2016). The effective method to use the ash of thermal power plants in construction. Construction, Materials Science, Mechanical Engineering. Series: Innovative lifecycle technology of housing and civil, industrial and transportation purposes, 91, 133-140.
Kokubu, M. (1968). Zola i zolnye tsementy. In Proceedings of the Fifth International Symposium on the Chemistry of Cement, Tokyo, 1968, October 7-11. Tokyo: Cement Association of Japan.
Kokubu, M., Yamada, D. (1976). Tsementy s dobavkoy zoly-unosa (osnovnoy doklad). In A. S. Boldyrev (Ed.), Proceedings of the International Congress on the Chemistry of Cement, Moscow, 1974, September 23-27 (pp. 83-94). Moscow: JSC NIICEMENT.
Popov, N. A., & Ivanov, N. A. (1961). Kharakteristika nesgorevshikh chastits v zolakh TES. Trudy Zapadno-Sibirskogo filiala AN SSSR, 5, 342-347.
Savitskiy, N. V., Pavlenko, T. M., & Abbasova, A. R. (2016). Vakuumbeton – osobyy vid betona. Beton i zhelezobeton, 2, 21-25.
Fedynin, N. I. (1963). Ob osobennostyakh nesgorevshego topliva v zolakh TES i yego vliyaniya na svoystva zolobetonov. Stroitelnyye materialy, 4, 9-12.
Khlopitskiy, O.O. (2014). State, problems and prospects of ash-slag waste recycling of Ukrainian thermal power stations. ScienceRise, 4, 2 (4), 23-28. doi:10.15587/2313-8416.2014.28511
Kikas, V. K., Piksarv, E. I., Khayn, A. A., & Laul, I. A. (1976). Effektivnyye zolnyye tsementy na osnove letuchikh zol tverdykh topliv. In A. S. Boldyrev (Ed.), Proceedings of the International Congress on the Chemistry of Cement, Moscow, 1974, September 23-27 (pp. 112-114). Moscow: JSC NIICEMENT.
Yao, Z. T., Tang, J. H., Xi, Y. Q., Ji, X. S., Ge, L.Q., Xia, M. S., & Sarker, P. K. (2015). A comprehensive review on the applications of coal fly ash. Earth-Science Reviews, 141, 105-121.
Durdziński, P. T., Dunant, C. F., Ben Haha, M., & Scrivener, K. L. (2015). A new quantification method based on SEM-EDS to assess fly ash composition and study the reaction of its individual components in hydrating cement paste. Cement and Concrete Research, 73, 111-122. https://doi.org/10.1016/j.cemconres.2015.02.008" target="_blank">doi:10.1016/j.cemconres.2015.02.008
Ismail, I., Bernal, S. A., Provis, J. L., Nicolas, R. S., Hamdan, S., & van Deventer, J. S. J. (2014). Modification of phase evolution in alkali-activated blast furnace slag by the incorporation of fly ash. Cement and Concrete Composites, 45, 125-135. doi:10.1016/j.cemconcomp.2013.09.006
Savitskyi, N., Pavlenko, T., Аbbasova, A. (2014). Properties of thermal power plants ash and concretes made on its basis. Theoretical Foundations of Civil Engineering, 22, 33-38.
Downloads
Published
How to Cite
Issue
Section
License
Copyright and Licensing
This journal provides open access to all of its content.
As such, copyright for articles published in this journal is retained by the authors, under the terms of the Creative Commons Attribution 4.0 International License (CC BY 4.0). The CC BY license permits commercial and non-commercial reuse. Such access is associated with increased readership and increased citation of an author's work. For more information on this approach, see the Public Knowledge Project, the Directory of Open Access Journals, or the Budapest Open Access Initiative.
The CC BY 4.0 license allows users to copy, distribute and adapt the work in any way, provided that they properly point to the author. Therefore, the editorial board of the journal does not prevent from placing published materials in third-party repositories. In order to protect manuscripts from misappropriation by unscrupulous authors, reference should be made to the original version of the work.