Technical Papers
Apr 23, 2024

CO2-Cured Fiber-Reinforced Board from Low-Calcium Clinker: Key Synthesizing Factors, Carbonation Products, and Comparison to Autoclaved Calcium Silicate Board

Publication: Journal of Materials in Civil Engineering
Volume 36, Issue 7

Abstract

CO2-cured fiber-reinforced boards (CFBs) were fabricated from low-calcium clinkers (CaO content from 48.0% to 53.5%) by CO2 curing. Key synthesizing factors, including clinker composition, compaction pressure, water content, carbonation duration, carbonation temperature, and partial pressure of CO2, were investigated. Further, a performance comparison between CFB and autoclaved calcium silicate board (ACSB) was made. The results showed that the CFB with water-saturated flexural strength of 17.8 MPa, CO2 sequestration content of 18%, water adsorption of 9.2%, and bulk density of 2,059 kg/m3 was successfully prepared. CFBs, prepared at the compaction strength of 10 MPa, water content of 16%–18%, carbonation temperature of 50°C, and CO2 partial pressure of 0.3 MPa, were preferred to reach superior performance. CFB showed slightly higher water-saturation flexural strength, 59.3% lower water adsorption, and 22.5% lower calcium carbonates induced CO2 emission in comparison with ACSB. Owing to the higher increase in solid weight and volume during carbonation, CFB is much denser than autoclaved ACSB. Rhombohedral crystals of calcite could be observed in CFB, rather than the crystals of vaterite (cauliflower-like) and aragonite (needle-like), although diffraction signals of the latter two were detected.

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Data Availability Statement

All data, models, and code that support the findings of this study are available upon reasonable request.

Acknowledgments

Financial support from Huaxin Cement Co., Ltd., and postdoctoral innovation practice posts in Hubei Province and are gratefully acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 7July 2024

History

Received: Apr 10, 2023
Accepted: Dec 13, 2023
Published online: Apr 23, 2024
Published in print: Jul 1, 2024
Discussion open until: Sep 23, 2024

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Yeqing Li
Senior Executive, Huaxin Cement Co., Ltd., No. 600 Daqi Ave., Huangshi, Hubei 435002, China; Professor, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China.
Jianping Tian
Ph.D. Candidate, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China.
Yunyao Wang, Ph.D. [email protected]
Huaxin Cement Co., Ltd., No. 600 Daqi Ave., Huangshi, Hubei 435002, China (corresponding author). Email: [email protected]
Jiajun Wang
Ph.D. Candidate, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China.
Xuanqian Wang
Ph.D. Candidate, School of Materials Science and Engineering, Wuhan Univ. of Technology, Wuhan 430070, China.
Songbai Yu
Senior Engineer, Huaxin Cement Co., Ltd., No. 600 Daqi Ave., Huangshi, Hubei 435002, China.

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