Study on Neutralization Progress Model of Concrete with Coating Finishing Materials in Outdoor Exposure Conditions Based on the Diffusion Reaction of Calcium Hydroxide
Source abstract
Abstract
In order to predict the neutralization of concrete which is the reaction of carbonation dioxide from the outside and cement hydration product, such as calcium hydroxide and C–S–H, it was studied the numerical analysis method considering change of the pore structure and relative humidity during the neutralization reaction. Diffusion–reaction neutralization model was developed to predict the neutralization depth of concrete with coating finishing material. In order to build numerical analysis models considering outdoor environment and finishing materials, the adaption of proposed model was shown the results of existing outdoor exposure test results and accelerated carbonation test.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Magnesium Oxide Properties and Applications · Grouting, Rheology, and Soil Mechanics
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (19)
Show source-provided references
1. Baba, A., & Senbu, O. (1988). A theoretical consideration on proceeding of carbonation in concrete after renewal by coating (Vol. 10, pp. 411–412). Architectural Institute of Japan Conference (in Japanese).
2. Chang, C.-F., & Chen, J.-W. (2006). The experimental investigation of concrete carbonation depth. Cement Concrete Research,22(36), 1760–1767.10.1016/j.cemconres.2004.07.025 ↗
3. Durability of reinforced concrete. (1963). Kajima Technical Research Institute Version section.
4. Fukushima, T. (1991). Theoretical predictive methods and numerical analysis for the progress of neutralization of concrete. Proceedings of Japanese Architectural Institute,428, 1–15. (in Japanese).
5. Hasegawa, T., Kashino, N., Hirata, N., Motegi, T., & Hirose, T. (2000). A study on the investigation methods on deterioration of surface finishing paintings for reinforced concrete urban collective housings: part 2. The results of accelerated deterioration tests and natural exposure tests. Japan Society for Finishings Technology, 10, 25–28 (in Japanese).
6. Hasegawa, T., & Senbu, O. (2009–2010). Changes in temperature or humidity of the concrete surface construction materials, finishing materials surface modification in Sapporo City. Japan Society for Finishing Technology, 2(6), 139–142. (in Japanese).
7. Houst, Y. F., & Wittmann, F. H. (1994). Influence of porosity and water content on the diffusivity of CO2 and O2 through hydrated cement paste. Cement and Concrete Research,24(6), 1165–1176.10.1016/0008-8846(94)90040-X ↗
8. Hwang, K., Takafumi, N., & Fuminori, T. (2001). Prediction model of carbonation process rate of concrete using fly ash. Journal of Structural and Construction Engineering AIJ, 22(541), 9–15 (in Japanese).10.3130/aijs.66.9_1 ↗
9. Kanematsu, M., Matsushita, T., & Park, D.-C. (2005). Study on the carbonation suppressive effects of concrete by finishing materials for building. Proceeding Japan Concrete Institute,27(1), 637–642. (in Japanese).
10. Lee, Y., & Masuda, Y. (2010). Analytical study about the carbonation progress of concrete depending on the quality of the surface layer. Transactions of AIJ, Journal of Structural and Construction Engineering, 75(3), 649 (in Japanese).
11. Li, C.-H., & Ishida, T. (2006). Carbonation model of cement hydration products based on micro-pore structure and mass transport. Proceedings of Japan Concrete Institute,28(1), 701–706. (in Japanese).
12. Ngala, V. T., & Page, C. L. (1997). Effects of carbonation on pore structure and diffusion properties of hydrated cement pastes. Cement and Concrete Research,27(7), 995–1007.10.1016/S0008-8846(97)00102-6 ↗
13. Papadakis, V. G., Vayenas, C. G., & Fardis, M. N. (1991). Physical and chemical characteristics affecting the durability of concrete. ACI Materials Journal,9(2), 186–196.
14. Park, D.-C. (2007). Analytic research about the prediction of long-term neutralization focused on the reaction and diffusion of calcium hydroxide. Transactions of AIK, Journal of Structural and Construction Engineering, 23(8), 99–107 (in Korean).
15. Park, D.-C. (2008). Carbonation of concrete in relation to CO2 permeability and degradation of coatings. Construction and Building Materials, 22(11), 2260–2268.10.1016/j.conbuildmat.2007.07.032 ↗
16. Park, J., Hasegawa, T., Kashino, N., Senbu, O., & Hamasaki, H. (2011). Various properties of primary and improved finishing coating materials exposed to outdoor for 10 years: Part 2: Carbonation preventive effects of finishing coating materials. Japan Society for Finishing Technology, 10, 25–28 (in Japanese).
17. Tanano, H., & Masuda, Y. (1988). Carbonation of concrete progress prediction model. Concrete Research and Technology, 2(1), 125–133 (in Japanese).
18. Toshio, I. (1991). Study on durability design of reinforced concrete buildings based on the rate of neutralization of concrete. Osaka University Thesis for Ph.D. Degree (in Japanese).
19. Yoshihiro, M., & Tanano, H. (1991). Mathematical model on process of carbonation of concrete. Concrete Research and Technology, 2(1), 248 (in Japanese).