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材料导报  2026, Vol. 40 Issue (5): 25060140-8    https://doi.org/10.11896/cldb.25060140
  生物质助力建筑材料可持续发展 |
基于核磁共振技术的生物炭水泥砂浆强度及孔结构性能研究
薛翠真*, 李肖克, 苏丽, 冯琼, 乔宏霞
1 兰州理工大学土木与水利工程学院,兰州 730050;
2 西部先进土木工程材料创新研究中心,兰州 730050;
3 甘肃省先进土木工程材料工程研究中心,兰州 730050;
4 高性能土木工程材料国家重点实验室甘肃研究基地,兰州 730050
Study on Strength and Pore Structure Properties of Biochar Cement Mortar Based on Nuclear Magnetic Resonance Technology
XUE Cuizhen*, LI Xiaoke, SU Li, FENG Qiong, QIAO Hongxia
1 School of Civil and Hydraulic Engineering, Lanzhou University of Technology, Lanzhou 730050, China;
2 Western Advanced Civil Engineering Materials Innovation Research Center, Lanzhou 730050, China;
3 Gansu Advanced Civil Engineering Materials Engineering Research Center, Lanzhou 730050, China;
4 Gansu Research Base of State Key Laboratory of High Performance Civil Engineering Materials, Lanzhou 730050, China
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摘要 针对“双碳”目标下水泥及水泥基材料碳排放问题,以玉米秸秆生物炭为原材料,在研究其基本性能的基础上,借助核磁共振技术定量表征了生物炭掺量(5%、8%、12%、15%,均为质量分数)与粉磨时长(10 min、20 min、30 min)对水泥基材料孔隙分布特征与强度的影响规律,并通过分形维数理论对掺生物炭水泥基材料孔结构的复杂性与均匀性进行评价;最后,基于灰熵关联度理论定量分析了孔径分布与孔隙率对试件抗压强度影响的显著性。结果表明:粉磨后生物炭颗粒均小于水泥,粒径主要集中在1~10 μm范围内;随粉磨时长延长,细小颗粒含量逐渐增加,颗粒细度逐渐增大。当生物炭掺量较少(不大于8%)时,对水泥砂浆早期的抗压强度影响较小;生物炭掺量过高(大于8%)会显著降低水泥砂浆早期强度,但90 d抗压强度略高于基准砂浆;随掺量及粉磨时长的增加,试件28 d孔隙率总体呈上升的趋势,T2图谱曲线主要表现为试件微小孔数量增加,其中凝胶孔占比对砂浆抗压强度的影响最为显著;此外,除个别配合比外,大孔及整体曲线分形维数均随掺量及粉磨时长的增加而增大。研究结果可为生物炭在水泥基材料中的推广应用提供理论价值,并助力碳达峰、碳中和国家战略。
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薛翠真
李肖克
苏丽
冯琼
乔宏霞
关键词:  生物炭  核磁共振  抗压强度  孔径分布  分形维数  灰熵关联度    
Abstract: In response to the carbon emission issues of cement and cement-based materials under the dual carbon goals, using corn stalk biochar as the raw material, this study quantitatively characterized the effects of biochar dosage (5%, 8%, 12%, 15%) and grinding time (10 min, 20 min, 30 min) on the pore distribution characteristics and strength of cement-based materials based on the research of its basic properties, with the aid of nuclear magnetic resonance technology. The complexity and uniformity of the pore structure of biochar-containing cement-based mate-rials were evaluated through the fractal dimension theory. Finally, the significance of the influence of pore size distribution and porosity on the compressive strength of specimens was quantitatively analyzed based on the grey entropy correlation degree theory. The results show that after grinding, the biochar particles are all smaller than cement, and the particle size is mainly concentrated in the range of 1—10 μm. With the extension of grinding time, the content of fine particles gradually increases, and the particle fineness gradually increases. When the biochar dosage is relatively low (not more than 8%), it has a relatively small impact on the early compressive strength of cement mortar; when the biochar dosage is too high (more than 8%), it will significantly reduce the early strength of cement mortar, but the 90 day compressive strength is slightly higher than that of the reference mortar. The results of nuclear magnetic resonance show that with the increase of dosage and grinding time, the 28 day porosity of the specimens generally shows an upward trend, and the T2 spectrum curve mainly shows an increase in the number of micro-pores in the specimens, among which the proportion of gel pores has the most significant impact on the compressive strength of mortar. The results of fractal dimension show that the fractal characteristics of the pore structure of biochar-containing cement mortar are significant. Except for a few mix ratios, the fractal dimensions of large pores and the overall curve increase with the increase of dosage and grinding time. The research results can provide theoretical value for the promotion and application of biochar in cement-based materials and contribute to the national strategy of carbon peaking and carbon neutrality.
Key words:  biochar    nuclear magnetic resonance    compressive strength    pore size distribution    fractal dimension    grey entropy correlation degree
出版日期:  2026-03-10      发布日期:  2026-03-10
ZTFLH:  TU528.1  
基金资助: 国家自然科学基金(52568035;U21A20150);兰州理工大学红柳优青项目(04-062407)
通讯作者:  *薛翠真,博士,兰州理工大学土木与水利工程学院副教授、硕士研究生导师。主要研究方向为水泥基及水泥混凝土材料结构、性能,混凝土耐久性能损伤规律及机理,建筑固废再生利用,机制砂及石粉再生利用技术等。xuecuizhen2008@163.com   
引用本文:    
薛翠真, 李肖克, 苏丽, 冯琼, 乔宏霞. 基于核磁共振技术的生物炭水泥砂浆强度及孔结构性能研究[J]. 材料导报, 2026, 40(5): 25060140-8.
XUE Cuizhen, LI Xiaoke, SU Li, FENG Qiong, QIAO Hongxia. Study on Strength and Pore Structure Properties of Biochar Cement Mortar Based on Nuclear Magnetic Resonance Technology. Materials Reports, 2026, 40(5): 25060140-8.
链接本文:  
https://www.mater-rep.com/CN/10.11896/cldb.25060140  或          https://www.mater-rep.com/CN/Y2026/V40/I5/25060140
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