玻璃微珠及硅烷偶联剂对水泥基钻孔密封材料力学性能的影响规律

Influence of glass microbeads and silane coupling agents on mechanical properties of cement-based drilling sealing materials

  • 摘要: 深部低渗煤层瓦斯抽采钻孔密封效果差、瓦斯抽采效率低是制约煤炭安全高效开采的瓶颈问题。玻璃微珠作为玻璃生产过程中的工业废料,可以降低水泥基材料的自身质量,同时因强度高、稳定性强的优良特性,可以提高水泥基材料的力学性能。为探究玻璃微珠对水泥基材料流动性和力学性能的影响规律,通过流动性测试研究不同类型及掺量的玻璃微珠对水泥基材料流动性的影响规律,通过单轴压缩试验、蠕变试验、X射线衍射试验和热重试验研究了空心玻璃微珠和硅烷偶联剂对水泥基材料力学性能和能量演变的影响规律。结果表明:空心玻璃微珠的掺入,能够提高水泥基材料的流动性,同时掺量越大,流动性越好,其中最优组流动性相比传统材料提高了8%,实心玻璃微珠的掺入效果与之相反;空心玻璃微珠的掺入,使水泥基材料的抗压性能显著增强,最优组的抗压强度达到55.025 MPa,KH-550硅烷偶联剂对空心玻璃微珠改性后,水泥材料的抗压强度得到进一步提高,可达60.191 MPa;在空心玻璃微珠和异丁基三乙氧基硅烷的协同作用下,水泥基材料的耐高压性能进一步提升,长时间承载后仍具有较强的抗压能力,最优组的应力峰值可达50.32 MPa,相比传统水泥基材料提高了67.85%;通过掺入以上填料,水泥材料水化程度得到明显提高,最优组存在更少的Ca(OH)2水化物和未水化的C3S,生成了更多的C−S−H水合物凝胶。研究揭示了硅烷偶联剂与空心玻璃微珠对水泥基材料多种性能的影响规律。

     

    Abstract: Poor sealing effectiveness and low gas extraction efficiency in boreholes within deep, low-permeability coal seams remain among the most critical bottlenecks for the safe and efficient mining of coal resources. Glass microbeads, an industrial by-product of glass manufacturing, can reduce the density of cement-based materials while improving their mechanical properties due to their high strength and excellent stability. To investigate the effects of glass microbeads, flowability tests were conducted to assess the influence of glass microbead type and dosage. Subsequently, a series of mechanical and microstructural analyses, including uniaxial compression tests, creep tests, X-ray diffraction, and thermogravimetric analysis, were performed to evaluate the influence of hollow glass microbeads and silane coupling agents on the mechanical properties and energy evolution. The results showed that the incorporation of hollow glass microbeads enhanced the flowability of cement-based materials, with the optimal group achieving an 8% higher flowability than the reference group. Conversely, the incorporation of solid glass microbeads adversely affected flowability. The addition of hollow glass microbeads significantly improved the compressive performance of cement-based materials, where the optimal formulation attained a compressive strength of 55.025 MPa. Surface modification of hollow glass microbeads with the KH-550 yielded a further increase to 60.191 MPa. The synergistic use of hollow glass microbeads and isobutyltriethoxysilane significantly improved the long-term load-bearing and the high-pressure resistance of cement-based materials, enabling them to maintain strong compressive capacity under prolonged loading. The peak compressive stress of the optimal group reached 50.32 MPa, representing a 67.85% increase compared to conventional cement-based materials. The incorporation of these fillers significantly promoted the hydration degree of the cement-based material. This was evidenced in the optimal group by a lower content of Ca(OH)2 and unhydrated C3S, alongside an increased formation of C−S−H gel. This study elucidates the mechanisms by which silane coupling agents and hollow glass microbeads modify the properties of cement-based materials, providing a theoretical foundation for the development of advanced borehole sealing materials in coal mining applications.

     

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