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Keywords = nanosized ultrafine CO2 bubble

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12 pages, 2778 KiB  
Article
Pore Filling Effect of Forced Carbonation Reactions Using Carbon Dioxide Nanobubbles
by Jihoon Kim, Ryoma Kitagaki and Heesup Choi
Materials 2020, 13(19), 4343; https://doi.org/10.3390/ma13194343 - 29 Sep 2020
Cited by 11 | Viewed by 3934
Abstract
Various methods for repairing and modifying concrete surfaces have been proposed and applied to improve the durability of existing concrete structures. Surface modification through forced carbonation is a method of densification that forms calcium carbonate in the pores on the surface of concrete [...] Read more.
Various methods for repairing and modifying concrete surfaces have been proposed and applied to improve the durability of existing concrete structures. Surface modification through forced carbonation is a method of densification that forms calcium carbonate in the pores on the surface of concrete to improve its durability. In this study, to evaluate the applicability of this surface modification method to existing buildings, a series of experiments was conducted in which mortar specimens were repeatedly immersed in a carbon dioxide nanobubble aqueous solution. By evaluating the weight change and absorption rate, it was determined that the higher the water/cement ratio of the mortar specimen, the higher the pore filling effect owing to immersion in the carbon dioxide nanobubble aqueous solution. In addition, the effect of clogged pores generated by the precipitation of calcium carbonate was confirmed, and it was found that the higher the water/cement ratio of the mortar specimen, the higher the pore filling effect due to clogging. We believe that our findings contribute to the development of research and construction practices associated with concrete repair and restoration. Full article
(This article belongs to the Special Issue Research of Mechanical Behavior of Cement and Concrete Composites)
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14 pages, 4907 KiB  
Article
Effect of Addition of Ca2+ and CO32− Ions with Temperature Control on Self-Healing of Hardened Cement Paste
by Heesup Choi, Masumi Inoue, Dongmin Kim, Hyeonggil Choi and Risa Sengoku
Materials 2019, 12(15), 2456; https://doi.org/10.3390/ma12152456 - 1 Aug 2019
Cited by 12 | Viewed by 3605
Abstract
Concrete has a remarkably low ratio of tensile strength to compressive strength, and is widely used in construction. However, the occurrence of cracks in a concrete structure is inevitable. Nevertheless, in the presence of adequate moisture, small cracks in the concrete structure exhibit [...] Read more.
Concrete has a remarkably low ratio of tensile strength to compressive strength, and is widely used in construction. However, the occurrence of cracks in a concrete structure is inevitable. Nevertheless, in the presence of adequate moisture, small cracks in the concrete structure exhibit a propensity to self-heal by getting filled due to the rehydration of cement particles and the subsequent precipitation of calcium carbonate (CaCO3). According to previous studies, the self-healing performance can be maximized by optimizing the temperature and pH to control the crystal formation of CaCO3. This study focused on the crystal form of CaCO3 generated in the self-healing of a cement-based composite material. To evaluate the self-healing performance depending on the type of aqueous solution and the temperature, the weight change, the weight change rate, and the porosity reduction in each case were evaluated. Moreover, to increase the generation of CaCO3 (which is a self-healing precipitate), nanosized ultrafine CO2 bubbles using CO2 gas were used, along with an adequate supply of Ca2+ by adjusting the aqueous solution (Ca(OH)2, CaO + ethanol). For greater pore-filling effects by controlling the CaCO3 crystal forms in the cement matrix, the change in the crystal form of the precipitated CaCO3 in the hardened cement paste with changing temperature was analyzed by scanning electron microscopy and X-ray diffraction. As a result, the possibility of the effective generation and control of vaterite with a dense pore structure together with calcite was confirmed by adjusting the temperature to approximately 40 °C at a pH of 12. Full article
(This article belongs to the Special Issue Self-Healing and Smart Cementitious Construction Materials)
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