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硅酸盐通报 ›› 2025, Vol. 44 ›› Issue (3): 852-861.

• 水泥混凝土 • 上一篇    下一篇

基于低场核磁共振的硫铝酸盐水泥砂浆孔结构演变研究

王丹, 薛善彬, 白如飞, 郭哲名   

  1. 青岛理工大学土木工程学院,青岛 266525
  • 收稿日期:2024-09-12 修订日期:2024-12-11 出版日期:2025-03-15 发布日期:2025-04-01
  • 通信作者: 薛善彬,博士,副教授。E-mail: xueshanbin@qut.edu.cn
  • 作者简介:王 丹(2000—),女,硕士研究生。主要从事混凝土耐久性方面的研究。E-mail:wangdan1415380249@163.com
  • 基金资助:
    国家自然科学基金(U2106220,52008222)

Pore Structure Evolution of Sulfoaluminate Cement Mortar Based on Low Field Nuclear Magnetic Resonance

WANG Dan, XUE Shanbin, BAI Rufei, GUO Zheming   

  1. School of Civil Engineering, Qingdao University of Technology, Qingdao 266525, China
  • Received:2024-09-12 Revised:2024-12-11 Published:2025-03-15 Online:2025-04-01

摘要: 本文研究了不同水灰比(W/C)硫铝酸盐水泥(SAC)砂浆力学性能与毛细吸水性能随龄期的演化规律,基于低场核磁共振(LF-NMR)技术表征了SAC砂浆特定龄期孔结构与硬化过程中的动态孔结构,结合压汞法、吸水数据和理论模型讨论了LF-NMR测试中SAC砂浆表面弛豫速率的取值。结果表明,经0.5 d标准养护后,0.45、0.50和0.55水灰比SAC砂浆的抗压强度和抗折强度分别为23.5、20.8、16.2和4.2、3.9、3.6 MPa,基本可达28 d龄期的60%以上。0.5 d龄期时,不同水灰比SAC砂浆的毛细吸水系数为0.020~0.042 g·cm-2·min-0.5。3 d龄期时,毛细吸水系数下降了18.5%~25.0%,此后至28 d龄期时变化较小。加水拌和后的0.5 d内,SAC砂浆孔结构快速演化,孔隙率和孔径分布在0.5~3 d龄期间逐渐稳定。利用毛细吸水系数等数据和理论模型估算的代表性毛细管直径与基于LF-NMR T2谱测定的SAC砂浆孔隙直径间存在密切关联,当快交换模型中表面弛豫速率取值范围为0.005 5~0.042 0 μm/ms时,二者较为接近。

关键词: 硫铝酸盐水泥, 低场核磁共振, 力学性能, 毛细吸水系数, 孔结构, 压汞法

Abstract: In this paper, the evolution of mechanical properties and capillary water absorption properties of sulfoaluminate cement (SAC) mortar with different water-cement ratios (W/C) with age was investigated. The pore structure of SAC mortar at specific age and dynamic pore structure during the hardening process were characterized based on low field nuclear magnetic resonance (LF-NMR), combined with mercury intrusion method, water absorption data and theoretical model, the value of the surface relaxation rate of SAC mortar was discussed. The results show that after 0.5 d of standard curing, the compressive strength and flexural strength of SAC mortar with W/C of 0.45, 0.50 and 0.55 are 23.5, 20.8, 16.2 and 4.2, 3.9, 3.6 MPa, respectively, which can basically reach more than 60% of those at 28 d age. At the age of 0.5 d, the capillary water absorption coefficients of SAC mortars with different W/C are 0.020~0.042 g·cm-2·min-0.5. At age of 3 d, the capillary water absorption coefficients decrease by 18.5%~25.0%. Thereafter, it changed little until age of 28 d. Within 0.5 d after adding water and mixing, the pore structure of SAC mortar evolves rapidly, and the porosity and pore size distribution gradually stabilize during 0.5~3 d age. The representative capillary tube diameters deduced from data such as capillary water absorption coefficients and theoretical models are closely related to the pore diameters of SAC mortar based on LF-NMR T2 spectra. When the values of the surface relaxation rate in the fast exchange model are in the range of 0.005 5~0.042 0 μm/ms, the two are relatively close.

Key words: sulfoaluminate cement, low field nuclear magnetic resonance, mechanical property, capillary water absorption coefficient, pore structure, mercury intrusion porosimetry

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