Effect of nanobubble water on the mechanical properties and carbon sequestration efficiency of concrete cured under various conditions

被引:0
|
作者
Choi, Hong-Joon [1 ]
Kim, Jong Kyu [2 ]
Yeo, Wooseok [3 ]
Lee, Namkon [4 ]
Moon, Hoon [4 ]
Park, Jung-Jun [4 ]
Yoo, Doo-Yeol [5 ]
机构
[1] Hanyang Univ, Dept Architectural Engn, 222 Wangsimni Ro, Seoul 04763, South Korea
[2] Shinhan Univ, Dept Energy Engn, 95 Hoam Ro, Uijeongbu Si 11644, South Korea
[3] Shinhan Univ, Dept Civil & Environm Syst Engn, 95 Hoam Ro, Uijeongbu Si 11644, South Korea
[4] Korea Inst Civil Engn & Bldg Technol, Dept Struct Engn Res, 283 Goyangdae Ro, Goyang Si 10223, South Korea
[5] Yonsei Univ, Dept Architecture & Architectural Engn, 50 Yonsei Ro, Seoul 03722, South Korea
关键词
Carbon consuming concrete; Nanobubble; Curing condition; Chemical analysis; CEMENT; MORTAR;
D O I
10.1016/j.cscm.2024.e03596
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Carbon consuming concrete (CCC) represents an advanced sustainable concrete designed to optimize carbon sequestration efficiency. This study conducted preliminary tests on curing conditions to evaluate the effects of nanobubble water on the strength and carbon sequestration efficiency of concrete cured under various conditions. The curing conditions were characterized by temperature, duration, and the type of curing water utilized. The precipitation method was employed to validate the variation in the CO2-capturing capacity of nanobubble water (NBW), essential for carbon fixation within cementitious composites, as temperatures increased. Subsequently, compressive strength test and chemical analyses were performed on CCC manufactured under different curing conditions. Analysis techniques comprise differential thermogravimetry (DTG) and Fourier transform infrared spectroscopy (FT-IR). The carbon sequestration efficiency of CCC was observed to increase with shorter curing durations, and high temperatures could boost both the strength and carbon sequestration efficiency of CCC.
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页数:11
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