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Ustinova Yuliya Valerievna -
Moscow State University of Civil Engineering (MGSU)
Candidate of Technical Sciences, Associated Professor, Department
of General Chemistry
8 (499) 183-32-92, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe
shosse, Moscow, 129337, Russian Federation;
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.
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Nasonova Alla Evgenevna -
Moscow
State University of Civil Engineering (MSUCE)
post-graduate student, Department of General Chemistry
8 (499) 183-32-92, Moscow
State University of Civil Engineering (MSUCE), 26, Yaroslavskoe shosse, Moscow, 129337, Russia;
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.
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Nikiforova Tamara Pavlovna -
Moscow State University of Civil Engineering (MGSU)
Candidate of Technical Sciences, Deputy Chair, Department of General Chemistry, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Kozlov Valeriy Vasilevich -
Moscow State University of Civil Engineering (MSUCE)
Doctor of Technical Sciences, Professor, Department of General
Chemistry
8 (499) 183-32-92, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russia.
The authors argue that a dry mixture composed of caustic magnesite and a microsilica additive represents a binding material which contributes to formation of a durable and water resistant artificial stone. The results of the research of the artificial stone performed through the application of the Fourier IR spectroscopy method are provided. Interaction between magnesium oxide (MgO) as the basic oxide and microsilica as an acidic oxide is proposed. This interaction makes it possible to add water to Sorel cement instead of the magnesium chloride (MgCl2) solution.
Compressive strength of the dry mix containing 10 % of microsilica has been measured. In the event of hydraulic hardening, the compressive strength of the dry mix is 11.5 MPa, while the compressive strength of the water-saturated mix is equal to 12.0 MPa. In the aftermath of the air-setting procedure, the compressive strength of the dry mix is 10.0 MPa, while the compressive strength of the water-saturated mix is 21.0 MPa. The IR spectra of the specimen exhibit vibrations at 1100-400 cm-1 that correspond to the area of Si-O and Si-O-Me stretching vibrations, a peak at 1121-1119 cm-1 that can be assigned to Si-O-Si bond vibrations, and a peak at 474-472 characteristic of Si-O-Mg stretching vibrations. The areas of 3700-3000 cm-1 and 1650-1600 cm-1 are assigned to stretching and deformational vibrations of OH groups, respectively.
DOI: 10.22227/1997-0935.2012.3.100 - 104
References
- Ustinova Yu.V., Nikiforova T.P., Kozlov V.V., Nasonova A.E. Issledovanie vzaimodeystviya kausticheskogo magnezita s dobavkoy khrizotil-asbesta [Research of Interaction between Caustic Magnesite and the Chrysotile-Asbestos Additive]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering], 2011, Issue 4, pp. 169 - 173.
- Ustinova Yu.V., Nasonova A.E., Kozlov V.V. Povyshenie vodostoykosti magnezial’nykh vyazhushchikh [Improvement of Water Resistance of Magnesia-based Binders]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering], 2010, Issue 4, v. 3. pp. 123—127.
- Sidorov V.I., Tupikin E.I., Malyavskiy N.I., Ustinova Yu.V., Platonova E.E. Ekologicheskie aspekty primeneniya i ekspluatatsii konstruktsiy na osnove steklomagnievogo lista [Environmental Aspects of Application and Maintenance of Structures of a Glass-Magnesium Sheet]. Jekologija urbanizirovannyh territorij [Ecology of Urban Lands], 2009, Issue 4, pp. 65—68.
- Nefed’ev A.P. Regulirovanie protsessov tverdeniya magnezial’nogo vyazhushchego [Regulation of Processes of Hardening of Magnesium Binding Materials]. Collection of research papers of Russian students, available at: http // www.cs-alternativa.ru/text/1954. Date of access: February 19, 2012.
- Des King. Microsilica in Concrete. Concrete Masonry. Íîng Kong Concrete Repair Association. Available at: http://www.hkcra.com.hk/tech_mason_00_2.htm. Date of access: February 19, 2012.
- B. Tooper, L. Cartz. Structure and Formation of Magnesium Oxychloride Sorel Cements. Nature 211, July 2, 1966. pp. 64—66.
- Pustovgar A.P. Effektivnost’ dobavok mikrokremnezema pri modifikatsii betona [Efficiency of Microsilica Additives Introduced into the Concrete]. StroyPROFIl’ [Building Profile]. 2005, Issue 8, available at: http // stroyprofile.com/archive/1980. Date of access: February 19, 2012.
- Shishelova T.I., Sozinova T.V., Konovalova A.N. Praktikum po spektroskopii. Voda v mineralah. [Workshop in Spectroscopy. Water in Minerals]. Moscow, Akademiya estestvoznaniya [Academy of Nature Studies], 2010.
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Pashkevich Stanislav Aleksandrovich -
Moscow State University of Civil Engineering (MGSU)
Candidate of Technical Sciences, Associate Professor, head, Laboratory of Climatic Tests, Scientific and Research Institute of Construction Materials and Technologies, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; +7 (495) 656-14-66;
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.
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Pustovgar Andrey Petrovich -
Moscow State University of Civil Engineering (National Research University) (MGSU)
candidate of technical sciences, assistant professor, Vice Rector for Research, scientific director of the Research Institute of Building Materials and Technologies (SRI SMiT), Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Adamtsevich Aleksey Olegovich -
Moscow State University of Civil Engineering (National Research University) (MGSU)
candidate of technical sciences, senior research worker of Head of the Department of Scientific Policy, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Golunov Sergey Anatolevich -
Moscow State University of Civil Engineering (MSUCE)
Deputy Director, Scientific and Research Institute of New Building
Materials and Technologies (NII «SMiT»), Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Shishiyanu Natalya Nikolaevna -
Moscow State University of Civil Engineering (MSUCE)
master student, Department of Construction of Nuclear Power
Plants, Junior Researcher, Scientific and Research Institute of New Building Materials and Technologies
(NII «SMiT»), Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
The article covers the formation of the pore structure of cement systems that harden at low and negative temperatures. Temperature fluctuations that accompany the hydration of cement systems can produce a substantial impact onto the chemical activity of the water in the course of hydration. These factors can produce an adverse impact on the formation of the structure of the cement stone and impair its performance characteristics. The formation of the structure of cement systems is dependent on the impact of specialized additives, including antifreeze agents that facilitate hydration at low and negative temperatures. The research of their action and the nature of their influence on the formation of the microstructure of the cement stone facilitate the purposeful adjustment of their properties. Therefore, modification of cement systems by specialized antifreeze components is a relevant objective of scientific and practical research.
Research of a classical cement system (a benchmark composition) and a cement system modified by a specialized antifreeze polymer-based additive (a modified composition) was performed to identify the impact of antifreeze additives onto the process of formation of its pore space.
Upon completion of the research project described in the article, the authors have concluded that antifreeze additives facilitate hydration of cement at low and negative temperatures and cause regular formation of the pore structure of the cement stone.
DOI: 10.22227/1997-0935.2012.3.120 - 125
References
- Bazhenov Yu.M. Sposoby opredeleniya sostava betona razlichnykh vidov [Methods of identification of Composition of Various Types of Concrete]. Moscow, Stroyizdat, 1975.
- Usherov-Marshak A.V., Sopov V.P., Zlatkovskiy O.A. Fiziko-khimicheskie osnovy vliyaniya moroza na tverdenie betona [Physical and Chemical Principles Underlying the Influence of Frost onto Concrete Hardening], Naukovo-praktichni problemi suchasnogo zalizo bstona, no. 50, K, NDIBK, 1999, pp. 391—394.
- Rukovodstvo po primeneniyu khimicheskikh dobavok v betone [Guide to the Use of Chemical Additives to the Concrete], NIIZhBGosstroya SSSR, Moscow, Stroyizdat, 1980.
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Ustinova Yuliya Valer'evna -
Moscow State University of Civil Engineering (MSUCE)
+7 (499) 183-32-92, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation;
This e-mail address is being protected from spambots. You need JavaScript enabled to view it
.
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Nasonova Alla Evgenievna -
Moscow State University of Civil Engineering (MGSU)
+7 (499) 183-32-92, Moscow State University of Civil Engineering (MGSU), 6 Yaroslavskoe shosse, Moscow, 129337, Russian Federation;
This e-mail address is being protected from spambots. You need JavaScript enabled to view it
.
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Nikiforova Tamara Pavlovna -
Moscow State University of Civil Engineering (MGSU)
Candidate of Technical Sciences, Deputy Chair, Department of General Chemistry, Moscow State University of Civil Engineering (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
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Kozlov Valeriy Vasil'evich -
Moscow State University of Civil Engineering (MSUCE)
Doctor of Technical Sciences, Professor, Department of Building Materials,
+7 (499) 183-32-29, Moscow State University of Civil Engineering (MSUCE), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
The authors demonstrate that the use of the dry mix that constitutes caustic magnesite and a micro-silica additive makes it possible to obtain a binding material that contributes to formation of a durable and water-resistant artificial stone. The results of the research performed through the employment of methods of Fourier IR spectroscopy and electronic microscopy are provided. Interaction between magnesium oxide (MgO) as the basic oxide and micro-silica as the acidic oxide is proposed.
The compressive strength of the dry mix containing 16.7 % of micro-silica has been measured. In the event of hydraulic hardening, the compressive strength is equal to 11.5 MPa and 12.0 MPa in dry and water-saturated states, respectively. In the aftermath of air setting, the compressive strength is 10.0 MPa and 21.0 MPa in dry and water-saturated states, respectively.
Thereafter, the dry mix is gaged by the sulfuric acid solution (10 %) to identify the pH influence. In the event of hydraulic hardening, the compressive strength is 19.8 MPa and 14.1 MPa in dry and water-saturated states, respectively. In the aftermath of air setting, the compressive strength is 18.0 MPa and 19.9 MPa in dry and water-saturated states, respectively.
DOI: 10.22227/1997-0935.2012.7.147 - 151
References
- Ustinova Yu.V., Nikiforova T.P., Kozlov V.V., Nasonova A.E. Issledovanie vzaimodeystviya kausticheskogo magnezita s dobavkoy khrizotil-asbesta [Research of Interaction between Caustic Magnesite and the Chrysotile-asbestos Additive] Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2011, no. 4, pp. 169—173.
- Ustinova Yu.V., Nasonova A.E., Kozlov V.V. Povyshenie vodostoykosti magnezial’nykh vyazhushchikh [Improvement of Water Resistance of Magnesium Binders]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2010, no. 4, vol. 3, pp. 123—127.
- Sidorov V.I., Tupikin E.I., Malyavskiy N.I., Ustinova Yu.V., Platonova E.E. Ekologicheskie aspekty primeneniya i ekspluatatsii konstruktsiy na osnove steklomagnievogo lista [Environmental Aspects of Application and Operation of Structures Based on the Glass-and-Magnesium Sheet]. Ekologiya urbanizirovannykh territoriy [Ecology of Urbanized Lands]. 2009, no. 4, pp. 65—68.
- Zimich V.V. Effektivnye magnezial’nye materialy stroitel’nogo naznacheniya s ponizhennoy gigroskopichnost’yu [Effective Low Water Absorption Magnesium Building Materials]. 2010.
- Nefed’ev A.P. Regulirovanie protsessov tverdeniya magnezial’nogo vyazhushchego [Regulation of Processes of Hardening of Magnesium Binding Materials]. Available at: http//www.cs-alternativa.ru/text/1954. Date of access: 19.02.2012.
- Pustovgar A.P. Effektivnost’ dobavok mikrokremnezema pri modifikatsii betona [Effectiveness of Microsilica Additives Used to Modify the Concrete] StroyPROFIl’ [Building Profile] Internet Journal. 2005, no. 8. Available at: http//stroyprofile.com/archive/1980. Date of access: 19.02.2012.
- Ustinova Yu.V., Nasonova A.E., Kozlov V.V. Issledovanie vzaimodeystviya kausticheskogo magnezita s dobavkoy mikrokremnezema [Research of Interaction between Caustic Magnesite and a Microsilica Additive]. Vestnik MGSU [Proceedings of Moscow State University of Civil Engineering]. 2012, no. 3, pp. 100—104.
- Shishelova T.I., Sozinova T.V., Konovalova A.N. Praktikum po spektroskopii. Voda v mineralakh [Workshop on Spectroscopy. Water in Minerals]. Moscow, Akademiya Estestvoznaniya [Academy of Natural Sciences] Publ., 2010.