金属络合剂对水泥基封孔材料裂隙自修复及力学性能的影响

Effect of metal chelating agents on crack self-healing and mechanical properties of cement-based sealing materials

  • 摘要: 注浆封孔质量是保障瓦斯抽采效果的关键因素,受采掘应力扰动及浆液失水收缩等影响,封孔材料容易开裂形成再生裂隙,导致抽采钻孔漏气。因此提出自修复注浆封孔思路,当抽采钻孔漏气时,封孔材料在自修复剂(主要成分为金属络合剂)的作用下可自发与环境中的水及CO2发生反应,生成CaCO3等沉淀产物,实现裂隙自愈合。然而,自修复剂会干扰封孔材料的水化反应进程,对其力学性能产生负面影响。因此在现有研究基础上,通过调节自修复剂掺量,使封孔材料保持良好自修复能力的同时,使其兼具较高的力学性能。结果表明:随着自修复剂掺量的减少,封孔材料的裂隙修复性能下降,S1试件在养护4 d时可修复最大宽度为0.88 mm的裂隙,而S2、S3试件需养护5 d时才能分别修复最大宽度0.73、0.71 mm的裂隙。但封孔材料的力学性能有所提升,抗压强度从S1试件的3.23 MPa提高到了S2试件的4.31 MPa和S3试件的8.85 MPa。为进一步研究自修复剂对封孔材料的影响,通过SEM-EDS试验分析了封孔材料的微观形貌及元素组成,通过XRD试验分析了封孔材料的矿物组成。SEM-EDS测试结果表明:随着自修复剂掺量的减少,水化产物的生成量增加,且产物间结合更为紧密,形成连续的网状结构。XRD测试结果表明:3组试件矿物组成相同,但随着自修复剂掺量的减少,未水化熟料(3CaO·SiO2、2CaO·SiO2)的衍射峰强度减弱,水化产物(C-S-H凝胶、Ca(OH)2)的衍射峰强度增强。通过对自修复剂掺量的改变,发现自修复剂掺量为12%时,封孔材料能够兼顾自修复性能的同时,又有效提高了力学性能。研究结果对封孔材料自修复性能及力学性能调控具有重要意义。

     

    Abstract: Grouting sealing quality is recognized as a critical factor ensuring gas drainage efficiency. Influenced by mining stress disturbance and slurry dehydration shrinkage, sealing materials tend to crack and form secondary fractures, leading to gas leakage in drainage boreholes. To address this issue, a self-healing grouting sealing concept is proposed where sealing materials spontaneously react with environmental moisture and CO2 through self-healing agents to generate CaCO3 precipitation for crack closure when gas leakage occurs. However, the self-healing agent interferes with the hydration reaction of sealing materials and negatively impacts mechanical properties. Building on existing research, the content of self-healing agent is adjusted to balance self-healing capacity and mechanical performance. Results indicate that reduced self-healing agent content decreases crack-repairing capability. Specimen S1 achieves a maximum repairable crack width of 0.88 mm after 4 days of curing, while S2 and S3 specimens require 5 days to repair maximum crack widths of 0.73 mm and 0.71 mm, respectively. Meanwhile, mechanical properties improve significantly, with compressive strength increasing from 3.23 MPa (S1) to 4.31 MPa (S2) and 8.85 MPa (S3). To investigate self-healing agents' effects on pore-sealing materials, microstructural and mineralogical analyses revealed that reduced agent dosage enhanced hydration product formation and densification, forming a continuous network, while XRD indicated a mineralogical shift toward diminished unhydrated clinker (3CaO·SiO2, 2CaO·SiO2) peaks and intensified hydration product (C-S-H gel, Ca(OH)2) peaks. By optimizing the self-healing agent content, it is found that a 12% dosage achieves balanced self-repair capability and significantly improved mechanical performance. These findings hold substantial significance for regulating the self-healing properties and mechanical performance of sealing materials.

     

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