Effects of Calcination Temperature and Time on the Physical-Chemical Efficiency of Thermally Activated Clays in Cement Systems

Article Preview

Abstract:

Introduction of finely disperse mineral additives of natural and man-made origin to Portland cement in order to improve the indicators of its physical-mechanical properties and partially replace clinker is one of the urgent directions for solving the resource and energy saving problems, as well as environmental protection problems in the production and application of building materials. The expansion of the raw material base of mineral additives can be achieved by using calcined polymineral clays, which are common in many regions of the Russian Federation, including the Republic of Mordovia. The article presents the results of research on the effects of calcination temperature and time of thermally activated polymineral clays of the Republic of Mordovia on their physical-chemical efficiency in cement systems. According to the study results of dehydration processes of clay minerals using the synchronous thermal analysis, it is established that the optimum calcination temperature for clays of Nikitsky and Staroshaigovsky deposits located in the area of 500–800 °C. This temperature range corresponds to the processes of the initial crystal structure restructuring of clay minerals of the kaolinite and illite groups, associated with their dehydroxylation, which contributes to the transition of these phases to the active form. The optimization of calcination parameters of polymineral clays based on the study results of influence of their additives on the mixed cement binder activity confirmed the thermal analysis data. It was found that the production of mineral additives with the highest values of the activity index is facilitated by 2-hour heat treatment of clays at 700 °C. At the specified calcination parameters, the replacement of 10% of Portland cement with the additive of thermally activated Nikitsky clay allows achieving the mixed binder activity that exceeds by 3 % the same indicator of mixed binder based on Portland cement and high-quality metakaolin.

You might also be interested in these eBooks

Info:

Periodical:

Materials Science Forum (Volume 1017)

Pages:

61-70

Citation:

Online since:

January 2021

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2021 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] H. Huang, C. Qian, F. Zhao, J. Qu, J. Guo, M. Danzinger, Improvement on microstructure of concrete by polycarboxylate superplasticizer (PCE) and its influence on durability of concrete, Constr. Build. Mater. 110 (2016) 293-299. https://doi.org/10.1016/j.conbuildmat.2016.02.041.

DOI: 10.1016/j.conbuildmat.2016.02.041

Google Scholar

[2] O.M. Smirnova, Compatibility of portland cement and polycarboxylate-based superplasticizers in high-strength concrete for precast constructions, Magazine of Civil Engineering 66(6) (2016) 12-22. https://doi.org/10.5862/MCE.66.2.

DOI: 10.5862/mce.66.2

Google Scholar

[3] F. Lollini, E. Redaelli, L. Bertolini, Effects of portland cement replacement with limestone on the properties of hardened concrete, Cem. Concr. Compos. 46 (2014) 32-40. https://doi.org/10.1016/j.cemconcomp.2013.10.016.

DOI: 10.1016/j.cemconcomp.2013.10.016

Google Scholar

[4] G. Le Saoût, B. Lothenbach, A. Hori, T. Higuchi, F. Winnefeld, Hydration of Portland cement with additions of calcium sulfoaluminates, Cem. Concr. Res. 43(1) (2013) 81-94. https://doi.org/10.1016/j.cemconres.2012.10.011.

DOI: 10.1016/j.cemconres.2012.10.011

Google Scholar

[5] K. Celik, R. Hay, C.W. Hargis, J. Moon, Effect of volcanic ash pozzolan or limestone replacement on hydration of Portland cement, Constr. Build. Mater. 197 (2019) 803-812. https://doi.org/10.1016/j.conbuildmat.2018.11.193.

DOI: 10.1016/j.conbuildmat.2018.11.193

Google Scholar

[6] P. Carballosa, J.L. García Calvo, D. Revuelta, J.J. Sánchez, J.P. Gutiérrez, Influence of cement and expansive additive types in the performance of self-stressing and self-compacting concretes for structural elements, Constr. Build. Mater. 93 (2015) 223-229. https://doi.org/10.1016/j.conbuildmat.2015.05.113.

DOI: 10.1016/j.conbuildmat.2015.05.113

Google Scholar

[7] J.D.S. Jacob, A.G. Mascelani, R.L.R. Steinmetz, F.A.D. Costa, O.A. Dalla Costa, Use of silica fume and nano-silica in mortars attacked by acids present in pig manure, Procedia Structural Integrity 11 (2018) 44-51. https://doi.org/10.1016/j.prostr.2018.11.007.

DOI: 10.1016/j.prostr.2018.11.007

Google Scholar

[8] A.S. Rassokhin, A.N. Ponomarev, O.L. Figovsky, Silica fumes of different types for high-performance fine-grained concrete, Magazine of Civil Engineering 78(2) (2018) 151-160. https://doi.org/10.18720/MCE.78.12.

Google Scholar

[9] Y. Kocak, Effects of metakaolin on the hydration development of Portland–composite cement, J. Build. Eng. 31 (2020) 101419. https://doi.org/10.1016/j.jobe.2020.101419.

DOI: 10.1016/j.jobe.2020.101419

Google Scholar

[10] S.S.S.A. Nedunuri, S.G. Sertse, S. Muhammad, Microstructural study of Portland cement partially replaced with fly ash, ground granulated blast furnace slag and silica fume as determined by pozzolanic activity, Constr. Build. Mater. 238 (2020) 117561. https://doi.org/10.1016/j.conbuildmat.2019.117561.

DOI: 10.1016/j.conbuildmat.2019.117561

Google Scholar

[11] T.A. Nizina, A.S. Balykov, D.I. Korovkin, V.V. Volodin, Modified fine-grained concretes based on highly filled self-compacting mixtures, IOP Conference Series: Materials Science and Engineering 481(1) (2019) 012048. https://doi.org/10.1088/1757-899X/481/1/012048.

DOI: 10.1088/1757-899x/481/1/012048

Google Scholar

[12] T.A. Nizina, A.S. Balykov, V.V. Volodin, D.I. Korovkin, Fiber fine-grained concretes with polyfunctional modifying additives, Magazine of Civil Engineering 72(4) (2017) 73-83. https://doi.org/10.18720/MCE.72.9.

DOI: 10.5862/mce.62.2

Google Scholar

[13] R.Z. Rakhimov, N.R. Rakhimova, A.R. Gayfullin, V.P. Morozov, Effect of the Addition of Thermally Activated Heavy Loam to Portland Cement on the Properties of Cement Stone, Inorg. Mater.: Appl. Res. 9(4) (2018) 679-686. https://doi.org/10.1134/S2075113318040330.

DOI: 10.1134/s2075113318040330

Google Scholar

[14] A.R. Gaifullin, R.Z. Rakhimov, N.R. Rakhimova, The influence of clay additives in Portland cement on the compressive strength of the cement stone, Magazine of Civil Engineering 59(7) (2015) 66-73. https://doi.org/10.5862/MCE.59.7.

DOI: 10.5862/mce.59.7

Google Scholar

[15] G. Habert, N. Choupay, G. Escadeillas, D. Guillaume, J.M. Montel, Clay content of argillites: Influence on cement based mortars, Appl. Clay Sci. 43(3-4) (2009) 322-330. https://doi.org/10.1016/j.clay.2008.09.009.

DOI: 10.1016/j.clay.2008.09.009

Google Scholar

[16] R. Fernandez, F. Martirena, K.L. Scrivener, The origin of the pozzolanic activity of calcined clay minerals: A comparison between kaolinite, illite and montmorrilonite, Cem. Concr. Res. 41(1) (2011) 113-122. https://doi.org/10.1016/j.cemconres.2010.09.013.

DOI: 10.1016/j.cemconres.2010.09.013

Google Scholar

[17] C. He, B. Osbaeck, E. Makovicky, Pozzolanic reactions of six principal clay minerals: Activation, reactivity assessments and technological effects, Cem. Concr. Res. 25(8) (1995) 1691-1702. https://doi.org/10.1016/0008-8846(95)00165-4.

DOI: 10.1016/0008-8846(95)00165-4

Google Scholar

[18] B.B. Sabir, S. Wild, J. Bai, Metakaolin and calcined clays as pozzolans for concrete: a review, Cem. Concr. Compos. 23(6) (2001) 441-454. https://doi.org/10.1016/S0958-9465(00)00092-5.

DOI: 10.1016/s0958-9465(00)00092-5

Google Scholar

[19] A. Tironi, C.C. Castellano, V.L. Bonavetti, M.A. Trezza, A.N. Scian, E.F. Irassar, Kaolinitic calcined clays – Portland cement system: Hydration and properties, Constr. Build. Mater. 64 (2014) 215-221. https://doi.org/10.1016/j.conbuildmat.2014.04.065.

DOI: 10.1016/j.conbuildmat.2014.04.065

Google Scholar