Setting Deadlines for the Manufacture of Monolithic Concrete Structures During Construction and Technical Examinations


Дәйексөз келтіру

Толық мәтін

Ашық рұқсат Ашық рұқсат
Рұқсат жабық Рұқсат берілді
Рұқсат жабық Тек жазылушылар үшін

Аннотация

The use of special knowledge in the field of building materials science is increasingly in demand in modern legal proceedings when conducting judicial construction and technical examinations in order to obtain an evidence base, in particular, on determining the timing of construction work. It is known that when conducting expert studies, it is possible to assess the increase in concrete strength due to the continued hydration of cement and a decrease in the basicity (pH) of the surface layer of concrete due to the processes of carbonization of cement stone in interaction with the atmosphere. The paper presents proven mathematical dependencies that make it possible to link the temporary change in the strength of concrete and the carbonation of the surface layer of concrete laid in monolithic structures with the structural parameters of concrete and its durability. These dependencies give the construction expert a fundamental opportunity to determine the age of concrete by changing the specified characteristics of concrete and, consequently, to determine the time period in which the construction structure was created from this concrete. Thus, expert determination of the production time of monolithic concrete structures is possible and is based on conducting research to establish the actual strength of concrete and determine the depth of its surface carbonation at the time of expert research. The described methodology for determining the timing of construction work on the manufacture of monolithic concrete structures in building conditions was used when conducting forensic examination.

Толық мәтін

Рұқсат жабық

Авторлар туралы

B. Bondarev

Lipetsk State Technical University

Хат алмасуға жауапты Автор.
Email: gr.kontrol@gmail.com

Doctor of Sciences (Engineering) 

Ресей, Lipetsk

V. Kozomazov

Lipetsk State Technical University

Email: gr.kontrol@gmail.com

Doctor of Sciences (Engineering) 

Ресей, Lipetsk

A. Bondarev

Lipetsk State Technical University

Email: lnsp-48@mail.ru

Candidate of Sciences (Engineering)

Ресей, Lipetsk

A. Kozomazov

Lipetsk State Technical University

Email: kozomazov.alexander@gmail.com

Bachelor 

Ресей, Lipetsk

V. Zhidkov

Tambov State Technical University

Email: gidkov_vova_1999@mail.ru

Postgraduate Student

Ресей, Tambov

Әдебиет тізімі

  1. Alekseev S.N., Ivanov F.M., Modry S., Shissl’ P. Dolgovechnost’ zhelezobetona v agressivnykh sredakh [The durability of reinforced concrete in aggressive environments]. Moscow: Stroyizdat. 1990. 320 p.
  2. Shalyi E.E., Leonovich S.N., Kim L.V. Degradation of reinforced concrete structures of marine works from the combined impact of carbonation and chloride aggression. Stroitel’nye Materialy [Construction Materials]. 2019. No. 5, pp. 67–72. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2019-770-5-67-72
  3. Leonovich S.N. Mechanics of durability of structural concrete: a new approach to the phenomenon of degradation. Part 1. Shrinkage. Stroitel’nye Materialy [Construction Materials]. 2024. No. 1–2, pp. 74–78. (In Russian). DOI: https://doi.org/10.31659/0585-430X-2024-821-1-2-74-78
  4. Langner E.A., Shikhovtsov A.A., Tsarev A.A., Petrosyan V.V. Modern technologies for accelerating the strength gain of concrete. Vestnik Evrazijskoj nauki. 2020. Vol. 12, No. 5, p. 36. (In Russian).
  5. Karpenko N.I., Yarmakovsky V.N., Karpenko S.N., Kadiev D.Z. About the diagram method of determination of parametric points of microcracking formation process in concrete elements under axial compression in conditions of low negative temperatures action. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2019. No. 6, pp. 3–9. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2019-6-3-9
  6. Marinin A.N., Garibov R.B., Ovchinnikov I.G. Soprotivlenie zhelezobetonnyh konstrukcij vozdejstviyu hloridnoj korrozii i karbonizacii [Resistance of reinforced concrete structures to chloride corrosion and carbonization]. Saratov: IC “Rata”, 2008. 200 p.
  7. Goglev I.N., Loginova S.A. A new indicator method for determining carbonization zones in concrete and reinforced concrete structures. Vestnik BSTU im. V.G. Shukhova. 2022. No. 8, pp. 8–16. (In Russian). DOI: https://www.doi.org/10.34031/2071-7318-2022-7-8-8-16.
  8. Alekseev S.N. Korrozionnaya stojkost’ zhelezobetonnyh konstrukcij v agressivnoj promyshlennoj srede [Corrosion resistance of reinforced concrete structures in an aggressive industrial environment]. Moscow: Stroyizdat, 1976. 205 p.
  9. Stepanova V.F., Falikman V.R. Modern problems of ensuring durability of reinforced concrete structures. BST: Bjulleten’ stroitel’noj tehniki. 2015. No. 2 (966), pp. 55–61. (In Russian).
  10. Fedorov P.A., Anvarov B.R., Latypova T.V., Anva- rov A.R., Latypov V.M. Carbonization of concrete. What is the formula to calculate the depth of corrosion? ALITinform: Cement. Beton. Suhie smesi. 2010. No. 4–5 (16), pp. 54–60. (In Russian).
  11. Vasiliev A. A. Raschetno-eksperimental’naya model’ karbonizacii betona [Calculation and experimental model of concrete carbonization]. Gomel: BelGUT, 2016. 263 p.
  12. Vasiliev A.A. Assessment of the maximum corrosion indicators of concrete of compressive strength class C20/25. Nauchnoe obozrenie. Tekhnicheskie nauki. 2023. No. 2, pp. 5–10. (In Russian).

Қосымша файлдар

Қосымша файлдар
Әрекет
1. JATS XML
2. Fig. 1. Drilling of concrete samples from a monolithic structure during the production of CTE

Жүктеу (116KB)
3. Fig. 2. Application of a phenolphthalein solution to the surface of a concrete sample

Жүктеу (92KB)
4. Fig. 3. Concrete samples treated with phenolphthalein solution

Жүктеу (159KB)

© ООО РИФ "СТРОЙМАТЕРИАЛЫ", 2024

Осы сайт cookie-файлдарды пайдаланады

Біздің сайтты пайдалануды жалғастыра отырып, сіз сайттың дұрыс жұмыс істеуін қамтамасыз ететін cookie файлдарын өңдеуге келісім бересіз.< / br>< / br>cookie файлдары туралы< / a>