氧化石墨烯与EVA聚合物改性水泥基材料抗硫酸盐侵蚀性能研究

Study on the anti-sulfate erosion performance of graphene oxide and EVA polymer modified cement-based materials

  • 摘要: 针对水泥基材料在硫酸盐环境中的耐久性问题,研究了氧化石墨烯(GO)与EVA聚合物协同改性水泥砂浆的抗侵蚀性能及其作用机理。通过在5%、10%两种浓度Na2SO4溶液中进行长期浸泡试验,测试了不同水泥砂浆试件质量损失率、相对动弹性模量、抗压强度损失率、SO42−扩散规律。采用XRD、低场核磁共振(LF-NMR)、SEM/EDS对不同Na2SO4浓度和浸泡时间下试件的物相组成、孔隙结构和微观形貌进行表征,从微观尺度探究GO与EVA对水泥基材料抗硫酸盐侵蚀性能的影响机制。研究结果表明:GO、EVA协同作用下,浸泡450 d时质量损失率和抗压强度损失率较普通砂浆最大分别降低46.2%和51.4%,相对动弹性模量提高19.6%。总孔隙度降低30.9%,且SO42−扩散系数显著减小。GO和EVA改善了水泥基材料的微观形貌,通过物理阻隔和聚合物膜包覆作用形成多层次协同防护,有效减缓了硫酸盐侵蚀的劣化程度,为盐渍土环境工程修复提供了高性能水泥基材料设计理论依据。

     

    Abstract: Regarding the durability issue of cement-based materials in a sulfate environment, the research focused on the anti-corrosion performance and mechanism of the cement mortar modified synergistically by graphene oxide (GO) and EVA polymer. Through long-term immersion tests in 5% and 10% Na2SO4 solutions, the mass loss rate, relative dynamic elastic modulus, compressive strength loss rate, and SO42− diffusion pattern of different cement mortar specimens were tested. XRD, low-field nuclear magnetic resonance (LF-NMR), SEM/EDS were used to characterize the phase composition, pore structure and microscopic morphology of the specimens under different Na2SO4 concentrations and immersion times. The influence mechanism of GO and EVA on the anti-sulfate erosion performance of cement-based materials was explored at the microscopic scale. The research results showed that under the synergistic effect of GO and EVA, the mass loss rate and compressive strength loss rate at 450 d of immersion were the lowest compared to ordinary mortar, respectively, reducing by 46.2% and 51.4%, while the relative dynamic elastic modulus increased by 19.6%. The total porosity decreased by 30.9%, and the SO42− diffusion coefficient significantly decreased. GO and EVA improved the microscopic morphology of the cement-based material, forming a multi-level synergistic protection through physical barrier and polymer film coating, effectively reducing the damage and deterioration caused by sulfate erosion, providing a theoretical basis for the design of high-performance cement-based materials for salt-affected soil environment engineering restoration.

     

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