Conversion of CO2 and Its Utilization in the Preparation of Cement-Slag-CaCO3 Ternary Blends

被引:3
作者
Lin, Run-Sheng [1 ]
Wang, Xiao-Yong [2 ]
Han, Yi [3 ]
机构
[1] Kunming Univ Sci & Technol, Fac Civil Engn & Mech, Yunnan Key Lab Disaster Reduct Civil Engn, Kunming 650500, Peoples R China
[2] Kangwon Natl Univ, Dept Architectural Engn, Dept Integrated Energy & Infra Syst, Chuncheon Si 24341, South Korea
[3] Kangwon Natl Univ, Dept Integrated Energy & Infra Syst, Chuncheon Si 24341, South Korea
基金
新加坡国家研究基金会;
关键词
CO2; conversion; Nano CaCO3; Slag; Hydration; Strength; Microstructure; Durability; COMPRESSIVE STRENGTH; CARBON-DIOXIDE; CONCRETE; SLAG; HYDRATION; CEMENT; LIMESTONE;
D O I
10.1061/(ASCE)MT.1943-5533.0004626
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A reduction in CO2 emissions is necessary in the concrete industry. This study proposes a CO2 conversion technique by which CO2 gas is converted into solid nano CaCO3 and used to replace the partial binder of cement-slag blends in ratios of 2%, 4%, and 6%. X-ray diffraction (XRD) and Fourier transform infrared (FTIR) spectroscopy analyses confirmed the formation of hemicarboaluminate (Hc) and monocarboaluminate (Mc) due to the chemical reaction between nano CaCO3 and the Al(2)O(3 )phase in the binder. XRD analysis revealed that at 28 days, the addition of nano CaCO3 can inhibit the transformation of ettringite (AFt) to monosulfate (AFm). As the contents of nano CaCO3 increased, the hydration heat, strength, ultrasonic pulse velocity (UPV), electrical resistivity, and combined water content increased. The degree of increment of the electrical resistivity was more pronounced than that of the strength. For various specimens, the strength and combined water content presented a linear relationship, and the strength and UPV presented an exponential function. The reduction rate of normalized CO2 emissions (the ratio of CO2 emissions of the paste to its strength) was much higher than the replacement percentage of nano CaCO3. This was because nano CaCO3 increased the late strength and had a negative CO2 emission value. (c) 2022 American Society of Civil Engineers.
引用
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页数:13
相关论文
共 37 条
[1]   Influence of limestone on the hydration of ternary slag cements [J].
Adu-Amankwah, Samuel ;
Zajac, Maciej ;
Stabler, Christopher ;
Lothenbach, Barbara ;
Black, Leon .
CEMENT AND CONCRETE RESEARCH, 2017, 100 :96-109
[2]  
ASTM, 2018, C34
[3]  
ASTM, 2016, C59
[4]   Coupling effect of γ-dicalcium silicate and slag on carbonation resistance of low carbon materials [J].
Chen, Z. X. ;
Chu, S. H. ;
Lee, Y. S. .
JOURNAL OF CLEANER PRODUCTION, 2020, 262
[5]   Hydration mechanisms of ternary Portland cements containing limestone powder and fly ash [J].
De Weerdt, K. ;
Ben Haha, M. ;
Le Saout, G. ;
Kjellsen, K. O. ;
Justnes, H. ;
Lothenbach, B. .
CEMENT AND CONCRETE RESEARCH, 2011, 41 (03) :279-291
[6]   Impacts of reducing air pollutants and CO2 emissions in urban road transport through 2035 in Chongqing, China [J].
Duan, Linfeng ;
Hu, Wei ;
Deng, Di ;
Fang, Weikai ;
Xiong, Min ;
Lu, Peili ;
Li, Zhenliang ;
Zhai, Chongzhi .
ENVIRONMENTAL SCIENCE AND ECOTECHNOLOGY, 2021, 8
[7]  
Gabrovsek R, 2006, ACTA CHIM SLOV, V53, P159
[8]   FTIR study of the sol-gel synthesis of cementitious gels:: C-S-H and N-A-S-H [J].
Garcia-Lodeiro, Ines ;
Fernandez-Jimenez, A. ;
Blanco, M. Teresa ;
Palomo, Angel .
JOURNAL OF SOL-GEL SCIENCE AND TECHNOLOGY, 2008, 45 (01) :63-72
[9]   Influence of an extrusion approach on the fiber orientation and mechanical properties of engineering cementitious composite [J].
Ge, Zhi ;
Tawfek, Abdullah M. ;
Zhang, Hongzhi ;
Yang, Yongwei ;
Yuan, Huaqiang ;
Sun, Renjuan ;
Wang, Zheng .
CONSTRUCTION AND BUILDING MATERIALS, 2021, 306
[10]   Evaluation of compressive strength development and carbonation depth of high volume slag-blended concrete [J].
Han-Seung, Lee ;
Wang, Xiao-Yong .
CONSTRUCTION AND BUILDING MATERIALS, 2016, 124 :45-54