Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure
. The adhesion of concrete is a decisive factor in restoring the performance of reinforced concrete structures. During the operation of reinforced concrete in an aggressive environment, aggressive agents penetrate through the pores and capillaries to the reinforcement which begins to corrode. The re...
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Belarusian National Technical University
2022-02-01
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| Series: | Наука и техника |
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| Online Access: | https://sat.bntu.by/jour/article/view/2519 |
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| author | V. V. Molodin S. N. Leonovich |
| author_facet | V. V. Molodin S. N. Leonovich |
| author_sort | V. V. Molodin |
| collection | DOAJ |
| description | . The adhesion of concrete is a decisive factor in restoring the performance of reinforced concrete structures. During the operation of reinforced concrete in an aggressive environment, aggressive agents penetrate through the pores and capillaries to the reinforcement which begins to corrode. The resulting corrosion products have a large volume than the metal itself, and create pressure on the protective layer concrete from the inside. Ultimately, it exfoliates, the unprotected reinforcement is destroyed even more intensively, and soon the structure loses its bearing capacity. Standard restoration includes cleaning the damaged surface, additional reinforcement and concrete coating of the structure. However, after sometime, peeling of the repair concrete is often observed. This is because a layer damaged by corrosion does not provide high-quality adhesion of the “old” concrete to the “new” one. The reason is the destruction of the structure of the surface concrete layer by aggressive influences. In most cases, carbon dioxide is an aggressive agent. The study of the effect of carbon dioxide on cement stone has shown the destruction of the crystalline framework of the material and a decrease in its cohesive strength. Micrographs of cement stone damaged and undamaged by corrosion, taken with magnification 7000 times, convincingly demonstrate the results of the destructive work of carbon dioxide. This has a significant effect on grip. The use of forced heating of the repair mixture when it is placed in contact with the restored structure leads to the appearance of temperature gradients that enhance thermal diffusion. And the greater the temperature gradient, the more intense and deeper the penetration of the cement dissolution products from the repair concrete into the concrete body of the structure being restored. And this, in turn, contributes to the impregnation of the damaged cement stone with the liquid phase from the repair concrete mixture. Crystallizing, the cement dissolution products form a new crystalline structure in the damaged cement stone, which enhances its cohesive strength and binds the repair concrete to the intact concrete structure of the restored structure, ensuring the quality of adhesion. |
| format | Article |
| id | doaj-art-bca6f12a01f7494c8efc1822ff53142e |
| institution | Kabale University |
| issn | 2227-1031 2414-0392 |
| language | Russian |
| publishDate | 2022-02-01 |
| publisher | Belarusian National Technical University |
| record_format | Article |
| series | Наука и техника |
| spelling | doaj-art-bca6f12a01f7494c8efc1822ff53142e2024-12-02T03:56:43ZrusBelarusian National Technical UniversityНаука и техника2227-10312414-03922022-02-01211364110.21122/2227-1031-2022-21-1-36-412171Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete StructureV. V. Molodin0S. N. Leonovich1Novosibirsk State University of Architecture and Civil EngineeringBelarusian National Technical University. The adhesion of concrete is a decisive factor in restoring the performance of reinforced concrete structures. During the operation of reinforced concrete in an aggressive environment, aggressive agents penetrate through the pores and capillaries to the reinforcement which begins to corrode. The resulting corrosion products have a large volume than the metal itself, and create pressure on the protective layer concrete from the inside. Ultimately, it exfoliates, the unprotected reinforcement is destroyed even more intensively, and soon the structure loses its bearing capacity. Standard restoration includes cleaning the damaged surface, additional reinforcement and concrete coating of the structure. However, after sometime, peeling of the repair concrete is often observed. This is because a layer damaged by corrosion does not provide high-quality adhesion of the “old” concrete to the “new” one. The reason is the destruction of the structure of the surface concrete layer by aggressive influences. In most cases, carbon dioxide is an aggressive agent. The study of the effect of carbon dioxide on cement stone has shown the destruction of the crystalline framework of the material and a decrease in its cohesive strength. Micrographs of cement stone damaged and undamaged by corrosion, taken with magnification 7000 times, convincingly demonstrate the results of the destructive work of carbon dioxide. This has a significant effect on grip. The use of forced heating of the repair mixture when it is placed in contact with the restored structure leads to the appearance of temperature gradients that enhance thermal diffusion. And the greater the temperature gradient, the more intense and deeper the penetration of the cement dissolution products from the repair concrete into the concrete body of the structure being restored. And this, in turn, contributes to the impregnation of the damaged cement stone with the liquid phase from the repair concrete mixture. Crystallizing, the cement dissolution products form a new crystalline structure in the damaged cement stone, which enhances its cohesive strength and binds the repair concrete to the intact concrete structure of the restored structure, ensuring the quality of adhesion.https://sat.bntu.by/jour/article/view/2519reinforced concrete structuresrestorationcarbon dioxideconcrete carbonationconcrete adhesionconcrete mixtureforced heating |
| spellingShingle | V. V. Molodin S. N. Leonovich Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure Наука и техника reinforced concrete structures restoration carbon dioxide concrete carbonation concrete adhesion concrete mixture forced heating |
| title | Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure |
| title_full | Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure |
| title_fullStr | Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure |
| title_full_unstemmed | Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure |
| title_short | Bonding of Recovery Concrete with Corrosion-Destroyed Reinforced Concrete Structure |
| title_sort | bonding of recovery concrete with corrosion destroyed reinforced concrete structure |
| topic | reinforced concrete structures restoration carbon dioxide concrete carbonation concrete adhesion concrete mixture forced heating |
| url | https://sat.bntu.by/jour/article/view/2519 |
| work_keys_str_mv | AT vvmolodin bondingofrecoveryconcretewithcorrosiondestroyedreinforcedconcretestructure AT snleonovich bondingofrecoveryconcretewithcorrosiondestroyedreinforcedconcretestructure |