Comprehensive Approach to Quality Control of High-Strength Concrete During Operation

Number of journal: 6-2020
Autors:

Rimshin V.I.,
Truntov P.S.,
Ketsko E.S.,
Nagumanova A.S.

DOI: https://doi.org/10.31659/0585-430X-2020-781-6-4-7
УДК: 691.3

 

AbstractAbout AuthorsReferences
The behavior of high-strength concretes manifests itself in the operation of buildings. This raises the question how to conduct quality control of structures made of high-strength concrete. This work considers the features of behavior of high-strength concrete during operation. The nature of the behavior is considered in connection with the principle of calibration of devices when controlling the quality, options for a comprehensive approach to quality control of high-strength concrete during operation. In the course of the study, various methods of quality control of high-strength concrete during operation are analyzed, options for optimal combinations of test methods that ensure correct calibration are described, and the influence of shrinkage cracks when controlling the quality is indicated. Quality control of high-strength concrete and structures made of it must be carried out through the integrated use of destructive and non-destructive methods. In turn, shrinkage cracks formed during operation do not affect the bearing capacity of structures made of high-strength concretes. High-strength concretes and structures made of them have a number of specific features that make themselves felt at different stages of the building’s life.
V.I. RIMSHIN1, Doctor of Sciences (Engineering) (This email address is being protected from spambots. You need JavaScript enabled to view it.),
P.S. TRUNTOV1, Bachelor (This email address is being protected from spambots. You need JavaScript enabled to view it.);
E.S. KETSKO2, Master (This email address is being protected from spambots. You need JavaScript enabled to view it.);
A.S. NAGUMANOVA3, Student (This email address is being protected from spambots. You need JavaScript enabled to view it.)

1 National Research Moscow State University of Civil Engineering (26, Yaroslavskoye Highway, Moscow, 129337, Russian Federation)
2 Research Institute of Building Physics of the Russian Academy of Architecture and Building Sciences (21, Lokomotivniy Driveway, Moscow, 127238, Russian Federation)
3 Russian State Agrarian University - Moscow Agricultural Academy named after K.A. Timiryazev (49, Timiryazevskaya Street, Moscow, 127550, Russian Federation)

1. Kaprielov S.S., Sheinfeld A.V., Kiseleva Yu.A. Peculiarities of system of control of high-strength concretes quality. Stroitel’nye Materialy [Construction Materials]. 2012. No. 2, pp. 63–67. (In Russian).
2. Nesvetaev G.V., Kolleganov A.V., Kolleganov N.A. Features of non-destructive testing of concrete strength of operated reinforced concrete structures. Internet-Journal Naukovedenie. 2017. Vol. 9. No. 2. (In Russian).
3. Nesvetaev G.V. Prospects for the use of the ultrasonic sounding method in the examination and design of reinforced concrete structures. Bezopasnost’ truda v promyshlennosti. 2008. No. 2, pp. 62–66. (In Russian).
4. Rimshin V.I., Kurbatov V.L., King E.A., Kuzina E.S., Sattarov S.A. To the question of the residual resource of reinforced concrete structures during transverse bending by the strength of normal sections. Construction system engineering. Cyber-physical building systems – 2019. Collection of materials of the All-Russian Scientific and Practical Conference. Moscow. November 25, 2019, pp. 440–444. (In Russian).
5. Varlamov A., Rimshin V., Tverskoi S. A method for assessing the stress-strain state of reinforced concrete structures. E3S Web of Conferences. 2019. Vol. 91. 02046.
6. Krishan A.L., Rimshin V.I., Troshkina E.A. Strength of short concrete filled steel tube columns of annular cross section. IOP Conference Series: Materials Science and Engineering. 2018. Vol. 463. Part 1. 022062.
7. Krishan A.L., Rimshin V.I., Astafeva M.A. Deformability of a volume-compressed concrete. IOP Conference Series: Materials Science and Engineering. 2018. Vol. 463. Part 1. 022063.
8. Kuzina E., Rimshin V., Kurbatov V. The reliability of building structures against power and environmental degradation effects. IOP Conference Series: Materials Science and Engineering. 2018. Electronic edition. Vol. 463. Part 3. 042009.
9. Rimshin V.I., Gavrilov V.B., Varlamov A.A. Assessment of the mechanical and macrostructural characteristics of concrete by local fracture. Byulleten’ stroitel’noi tekhniki. 2018. No. 12 (1012), pp. 24–26. (In Russian).
10. Varlamov A.A., Rimshin V.I., Tverskoi S.Y. Durability of buildings in urban environment. Materials Science Forum. 2018. Vol. 931 MSF, pp. 340–345.
11. Krishan A.L., Rimshin V.I., Astafieva M.A. Strength of centrally compressed pipe-concrete elements of advanced design. Stroitel’stvo i rekonstruktsiya. 2018. No. 3 (77), pp. 12–21. (In Russian).
12. Krishan A.L., Rimshin V.I., Troshkina E.A. Strength of short concrete filled steel tube columns of annular cross section. IOP Conference Series: Materials Science and Engineering. 2018. 022062.
13. Valevich D.M., Gavrilova N.G., Rimshin V.I. On the issue of confirming the physicomechanical properties of concrete under the influence of various operational factors. Universitetskaya nauka. 2018. No. 1 (5), pp. 41–43. (In Russian).
14. Rimshin V.I., Varlamov A.A. Volumetric models of the elastic behavior of the composite. Izvestiya vysshikh uchebnykh zavedenii. Tekhnologiya tekstil’noi promyshlennosti. 2018. No. 3 (375), pp. 63–68. (In Russian).
15. Kuzina E., Rimshin V. Strengthening of concrete beams with the use of carbon fiber. Advances in Intelligent Systems and Computing. 2019. Vol. 983, pp. 911–919.

For citation: Rimshin V.I., Truntov P.S., Ketsko E.S., Nagumanova A.S. Comprehensive approach to quality control of high-strength concrete during operation. Stroitel’nye Materialy [Construction Materials]. 2020. No. 6, pp. 4–7. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2020-781-6-4-7


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