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材料导报  2026, Vol. 40 Issue (5): 25030051-8    https://doi.org/10.11896/cldb.25030051
  无机非金属及其复合材料 |
全再生混凝土微粉制品的碳矿化研究
周琳琳1,2,3, 胡翔1,2,3, 陈伟4, Amani Khaskhoussi1,2,3, 郭帅成1,2,3, 史才军1,2,3,*
1 湖南大学绿色先进土木工程材料及应用技术湖南省重点实验室,长沙 410082;
2 湖南大学湖南省绿色与先进土木工程材料国际创新合作中心,长沙 410082;
3 湖南大学建筑安全与节能教育部重点实验室,长沙 410082;
4 武汉理工大学硅酸盐建筑材料国家重点实验室,武汉 430070
Carbonation Mineralization of Full Recycled Concrete Fine Product
ZHOU Linlin1,2,3, HU Xiang1,2,3, CHEN Wei4, Amani Khaskhoussi1,2,3, GUO Shuaicheng1,2,3, SHI Caijun1,2,3,*
1 Key Laboratory of Green & Advanced Civil Engineering Materials and Application Technology of Hunan Province, Hunan University, Changsha 410082, China;
2 International Innovation and Cooperation Center for Green & Advanced Civil Engineering Materials of Hunan Province, Hunan University, Changsha 410082, China;
3 Key Laboratory of Building Safety & Energy Conservation, Ministry of Education, Hunan University, Changsha 410082, China;
4 State Key Lab SilicateMat Architectures, Wuhan University of Technology, Wuhan 430070, China
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摘要 针对再生混凝土微粉(RCF)利用率低的难题,本工作采用干法碳矿化再生混凝土微粉(RCF),同步实现RCF高值化利用和CO2封存。系统地探究了压实压力、粒径和CO2压力对再生微粉制品性能的影响规律,结果表明压实压力和RCF的粒径对制品初始孔隙率影响显著,进而影响碳矿化程度和强度;增加CO2有利于再生微粉制品的碳矿化和早期强度发展。采用15 MPa成型压力的RCF制品在0.2 MPa CO2压力下矿化48 h,制品碳矿化程度达75.17%、强度达40.8 MPa。通过多元线性回归建立了抗压强度与孔隙率、CO2吸收量的定量关系,抗压强度随碳矿化程度的提高呈线性增长,随孔隙率的增加而下降;碳酸钙网络骨架的形成和孔隙率的演变共同决定了制品的力学性能,为RCF的资源化利用提供了理论基础。
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周琳琳
胡翔
陈伟
Amani Khaskhoussi
郭帅成
史才军
关键词:  再生混凝土微粉  二氧化碳矿化  碳矿化产物  抗压强度  微观结构    
Abstract: This work presents an innovative approach to enhance the utilization efficiency of recycled concrete fines (RCF) through dry carbonation technology, simultaneously enabling high-value RCF application and CO2 sequestration. Through systematic investigation of the effects of compaction pressure, particle size and CO2 pressure on the performance of RCF products, the results demonstrate that compaction pressure and RCF particle size significantly influence the initial porosity of products, thereby affecting carbonation degree and strength development. Experimental results indicate that compaction pressure and RCF particle size distribution exert significant control over initial porosity, which in turn go-verns both carbonation efficiency and mechanical property development. It's also found that elevated CO2 partial pressure enhances carbonation kinetics and accelerates early-stage strength acquisition. Under optimized processing conditions, the resulting composites exhibites a compressive strength of 40.8 MPa with a corresponding carbonation conversion rate of 75.17%. Multivariate linear regression analysis is used to establish a quantitative correlation between compressive strength, porosity, and CO2 uptake capacity, demonstrating a positive linear dependence on carbonation degree and an inverse relationship with porosity. Microstructural analysis confirms that the mechanical performance is predominantly go-verned by the synergistic effects of calcium carbonate network formation and porosity evolution. These findings provide fundamental insights for advancing the sustainable utilization of RCF in construction materials.
Key words:  recycled concrete fine    carbon mineralization    carbonation products    compressive strength    microstructure
出版日期:  2026-03-10      发布日期:  2026-03-10
ZTFLH:  TU528  
基金资助: 国家自然科学基金(U22A20122;52078204)
通讯作者:  *王飞,博士,昆明理工大学冶金与能源工程学院教授、博士研究生导师。目前主要从事二次资源回收、稀土发光材料及真空冶金方面的研究。feiwang@kust.edu.cn   
作者简介:  周琳琳,湖南大学土木工程学院硕士研究生,在史才军教授的指导下进行研究。目前主要研究领域为全再生微粉制品的制备与性能。
引用本文:    
周琳琳, 胡翔, 陈伟, Amani Khaskhoussi, 郭帅成, 史才军. 全再生混凝土微粉制品的碳矿化研究[J]. 材料导报, 2026, 40(5): 25030051-8.
ZHOU Linlin, HU Xiang, CHEN Wei, Amani Khaskhoussi, GUO Shuaicheng, SHI Caijun. Carbonation Mineralization of Full Recycled Concrete Fine Product. Materials Reports, 2026, 40(5): 25030051-8.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.25030051  或          https://www.mater-rep.com/CN/Y2026/V40/I5/25030051
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