青稞秸秆灰改性氯氧镁水泥的抗冻性能

Enhanced frost resistance of magnesium oxychloride cement through modification with highland barley straw ash

  • 摘要: 氯氧镁水泥(MOC)的耐水性能较差,导致其抗冻性能不高,严重制约了其在高原地区的推广应用,高原地区往往存在昼夜温差大、冻融循环频繁等恶劣的环境因素,而氯氧镁水泥的低抗冻性使其无法满足在高海拔地区长期稳定使用的要求. 为了改善MOC的抗冻性能,提高其在高原地区的适用性,采用盐湖副产氯化镁与青稞秸秆灰(HBSA)协同制备MOC. 为了探究HBSA是否对改善HBSA抗冻性能存在积极作用,制备不同HBSA掺量的MOC砂浆(MOCM),通过MOCM在冻融侵蚀环境下的损伤劣化评价指标测试、表观形貌特征分析,进而探究HBSA对MOCM抗冻性能的影响规律. 采用吸水率试验、低场核磁共振技术(LF-NMR)、气体吸附法(BET)对MOCM的孔隙结构进行测试,结合扫描电子显微镜(SEM)、X射线衍射(XRD)、热重(TG)等测试技术对MOC的微观结构与物相组成进行表征分析,进而揭示HBSA影响MOCM抗冻性能的内在原因. 结果表明,HBSA掺量为10%(质量分数)的MOCM的抗冻性能显著增加,比未掺HBSA时提高了23.21%. 经过60次冻融侵蚀后,掺入10% HBSA的MOCM的开口孔隙率比未掺HBSA时降低了2.11%,且无害孔和少害孔的比例增加了59.28%,有害孔和多害孔的比例减小了25.76%,最可几孔径减小,孔隙结构更为细化. HBSA掺量为10%的MOCM冻融侵蚀环境下微观结构组成表现的更为稳定,5相晶体的结构与晶型更加完整,与未掺HBSA时相比,MOCM的水化产物中产生了大量的M–S–H凝胶,增强了微观结构的致密性,提高了5相晶体的稳定性,从而改善了MOCM的抗冻性能.

     

    Abstract: The poor water resistance of magnesium oxychloride cement (MOC) is a significant drawback with far-reaching consequences, particularly affecting its frost resistance. This limitation has become a major obstacle to its widespread use in plateau areas, where harsh environmental conditions prevail, such as large temperature differences between day and night and frequent freeze–thaw cycles. MOC’s low frost resistance makes it unsuitable for long-term, stable use in these areas. To address this issue and expand MOC’s applicability in plateau areas, an innovative approach was adopted. Magnesium chloride was coproduced from salt lake and highland barley straw ash (HBSA) to prepare MOC. The unique properties of HBSA were expected to enhance the performance of MOC. Subsequently, MOC mortar (MOCM) with different HBSA content was carefully prepared. A series of tests were conducted to understand HBSA’s impact on frost resistance. The damage deterioration evaluation index was used to objectively assess the damage MOCM suffered under freeze–thaw erosion conditions, providing crucial data on performance changes. At the same time, the apparent morphology of MOCM in freeze–thaw erosion environments was analyzed to gain a more intuitive understanding of how the material degraded. Moreover, the pore structure of MOCM was tested using multiple methods. Water absorption tests measured its capacity and inferred pore characteristics. Low-field nuclear magnetic resonance (LF-NMR) accurately analyzed internal pore distribution, while the gas adsorption method (BET) provided detailed information about specific surface areas and pore size distribution. Scanning electron microscopy (SEM), X-ray diffraction (XRD), and thermogravimetric (TG) testing characterized the microstructure and phase composition of MOC, revealing the internal reasons for HBSA’s influence on frost resistance. The results were remarkable. MOCM with a mass fraction of 10% HBSA showed a 23.21% increase in frost resistance compared to MOCM without HBSA. After 60 freeze–thaw cycles, the open porosity of MOCM doped with a mass fraction of 10% HBSA decreased by 2.11%. What’s more, the proportion of harmless pores and less harmful pores increased by 59.28%, while harmful pores decreased by 25.76%. The most effective pore size also decreased, indicating a more refined pore structure. Furthermore, a significant amount of M–S–H gels formed in the hydration products of MOCM, enhancing microstructure compactness and stabilizing the 5-phase crystal, thereby effectively improving frost resistance.

     

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