High Strength Construction Material Based on Sulfur Binder Obtained by Physical Modification

Описание

Тип публикации: статья из журнала

Год издания: 2022

Идентификатор DOI: 10.3390/buildings12071012

Ключевые слова: physical and mechanical properties, physical modification, shrinkage, silicon oxide, sulfur, sulfur concrete

Аннотация: In this work, a method for obtaining a high-strength composite material on a sulfur binder without the use of chemical modifiers was proposed. It consists in obtaining a thixotropic casting mixture in the vicinity of the yield point of the system during vibration laying. The compressive strength of the obtained composite was about Показать полностью97.5–94.0 MPa. Physical and mechanical characteristics remained stable for 7 years. The samples were obtained for a model composition of sulfur/marshalite (finely ground 98% silicon dioxide). The microstructure of the synthesized material was studied by electron microscopy, the results of which showed that shrinkage cavities are characteristic of a material with a low density, and no shrinkage cavities were found for a high-strength material. The phase composition was determined by the methods of XRD analysis, according to the results of which it can be argued that sulfur is in the orthorhombic form (S8). This technique can be proposed for obtaining the high-strength stable building material. © 2022 by the authors.

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Издание

Журнал: Buildings

Выпуск журнала: Vol. 12, Is. 7

Номера страниц: 1012

ISSN журнала: 20755309

Издатель: MDPI

Персоны

  • Dobrosmyslov S.S. (Federal Research Center Krasnoyarsk Scientific Center, Siberian Branch, Russian Academy of Sciences (FRC KSC SB RAS), Krasnoyarsk, 660036, Russian Federation, Department of Building Design and Real Estate Expertise, Faculty of Industrial and Civil Engineering, School of Engineering and Construction, Siberian Federal University, Krasnoyarsk, 660041, Russian Federation)
  • Zadov V.E. (Federal Research Center Krasnoyarsk Scientific Center, Siberian Branch, Russian Academy of Sciences (FRC KSC SB RAS), Krasnoyarsk, 660036, Russian Federation)
  • Nazirov R.A. (Department of Building Design and Real Estate Expertise, Faculty of Industrial and Civil Engineering, School of Engineering and Construction, Siberian Federal University, Krasnoyarsk, 660041, Russian Federation)
  • Nagibin G.E. (Department of Building Design and Real Estate Expertise, Faculty of Industrial and Civil Engineering, School of Engineering and Construction, Siberian Federal University, Krasnoyarsk, 660041, Russian Federation)
  • Voronin A.S. (Federal Research Center Krasnoyarsk Scientific Center, Siberian Branch, Russian Academy of Sciences (FRC KSC SB RAS), Krasnoyarsk, 660036, Russian Federation, Department of Building Design and Real Estate Expertise, Faculty of Industrial and Civil Engineering, School of Engineering and Construction, Siberian Federal University, Krasnoyarsk, 660041, Russian Federation)
  • Simunin M.M. (Federal Research Center Krasnoyarsk Scientific Center, Siberian Branch, Russian Academy of Sciences (FRC KSC SB RAS), Krasnoyarsk, 660036, Russian Federation, Department of Building Design and Real Estate Expertise, Faculty of Industrial and Civil Engineering, School of Engineering and Construction, Siberian Federal University, Krasnoyarsk, 660041, Russian Federation)
  • Fadeev Y.V. (Federal Research Center Krasnoyarsk Scientific Center, Siberian Branch, Russian Academy of Sciences (FRC KSC SB RAS), Krasnoyarsk, 660036, Russian Federation, Department of Building Design and Real Estate Expertise, Faculty of Industrial and Civil Engineering, School of Engineering and Construction, Siberian Federal University, Krasnoyarsk, 660041, Russian Federation)
  • Khartov S.V. (Federal Research Center Krasnoyarsk Scientific Center, Siberian Branch, Russian Academy of Sciences (FRC KSC SB RAS), Krasnoyarsk, 660036, Russian Federation)

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