Investigation of Heavy Concrete Hardening Processes under Condition of Alternate Freezing and Thawing During Winter Concreting

Number of journal: 4-2023
Autors:

Sakhibgareev R.R.,
Lomakina L.N.,
Sakhibgireev Rom.R.,
Sinitsin D.A.,
Ibraev A.A.

DOI: https://doi.org/10.31659/0585-430X-2023-812-4-51-59
УДК: 691.421.24: 543.6

 

AbstractAbout AuthorsReferences
The use of monolithic concrete is one of the most common and in demand for mass capital construction. The technology for the production of concrete and concrete work has been sufficiently studied, however, there are often problems with a lack of strength of concrete in finished structures, the laying of concrete in which is carried out in conditions of negative temperatures. The task of identifying the reasons for the lack of strength and finding solutions to eliminate this problem is currently very relevant for construction projects in the Russian Federation. The article considers the processes of destruction of cement concretes during alternate freezing and thawing. The influence of various structural and technological factors at different stages is analyzed: preparation, laying of the concrete mixture, hardening of monolithic concrete and reinforced concrete structures on the formation of their strength and operational properties. The results of the X-ray phase analysis of samples taken from several monolithic reinforced concrete structures with various modifiers and antifreeze additives from various construction sites, including from frozen structures with a lack of strength, are presented. The conducted studies showed a significant difference in the quantitative and qualitative content of the products of hydration and structure formation of cement stone. The results of X-ray diffraction analysis on the content of individual phases are analyzed and their influence on the processes of structure formation is assessed. The data obtained and their analysis expand the field of knowledge in the technology of winter concreting, can be used in assessing the technical condition of defective reinforced concrete structures and the possibility of their restoration and self-healing of cement concrete.
R.R. SAKHIBGAREEV, Doctor of Sciences (Engineering), Professor,
L.N. LOMAKINA, Candidate of Sciences (Engineering), Associate professor,
Rom.R. SAKHIBGIREEV, Candidate of Sciences (Engineering), Associate professor,
D.A. SINITSIN, Candidate of Sciences (Engineering), Associate professor,
A.A. IBRAEV, Postgraduate student

Ufa State Petroleum Technological University (1, Kosmonavtov Street, Ufa, 450062, Republic of Bashkortostan, Russian Federation)

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For citation: Sakhibgareev R.R., Lomakina L.N., Sakhibgireev Rom.R., Sinitsin D.A., Ibraev A.A. Investigation of heavy concrete hardening processes under condition of alternate freezing and thawing during winter concreting. Stroitel’nye Materialy [Construction Materials]. 2023. No. 4, pp. 51–59. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2023-812-4-51-59


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