硫酸盐侵蚀对水泥基材料产物及孔结构的影响
作者:
作者单位:

新疆大学建筑工程学院

中图分类号:

TU528??????

基金项目:

新疆维吾尔自治区“天山英才”科技创新领军人才项目(2023TSYCLJ0006)、国家自然科学基金(52168036)、绿色低碳建筑材料关键技术研究与应用(2022B03034-2)


Product and Pore Effects of Sulfate Attack on Cementitious Materials
Author:
Affiliation:

College of civil Engineering and Architecture Xinjiang University

Fund Project:

The “Tianshan Talent Training” Programme of Xinjiang Autonomous Region (2023TSYCLJ0006), The National Science Foundation of China (52168036), The Research and Application of Key Technologies of Green and Low-Carbon Building Materials (2022B03034–2).

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    摘要:

    采用X射线衍射、压汞法及热力学模拟等手段,研究了干湿循环与硫酸盐侵蚀对水泥基材料力学性能、物相变化及孔结构的影响. 结果表明,耦合侵蚀120天后,膨胀性侵蚀产物如钙矾石的形成速率加快,引起水泥基材料的宏观与微观特性的显著变化. 具体表现为抗压耐蚀系数由增长转为下降,质量损失加剧. 且水灰比越高,侵蚀产物越多. 这些产物主要积聚在10-100 nm过渡孔中,发生膨胀作用后造成此类孔隙破坏,数量减少. 平均孔径由小变大,从120天的45.31 nm显著增大至180天的78.79 nm,使得水泥基材料在180天后严重劣化.

    Abstract:

    The effects of wet and dry cycling and sulfate erosion on the mechanical properties, physical phase changes and pore structure of cementitious materials were investigated by means of X-ray diffraction, Mercury intrusion porosimetry and thermodynamic simulation. The results show that after 120 d of coupled erosion, the formation rate of expansive erosion products, such as ettringite, is accelerated, which causes significant changes in the macroscopic and microscopic properties of cementitious materials. Specifically, the compressive and erosion resistance coefficients changed from increasing to decreasing, and the mass loss increased. The higher the water-cement ratio, the more erosion are produced. These products mainly accumulate in the transition pores of 10-100 nm, and the swelling effect causes the destruction of such pores, resulting in a decrease in their number. The average pore size increased from 45.31 nm at 120 d to 78.79 nm at 180 d, resulting in severe deterioration of the cementitious material after 180 d.

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  • 收稿日期:2024-12-01
  • 最后修改日期:2025-03-31
  • 录用日期:2025-04-01
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