膨胀型树脂锚固剂研发及性能测试研究

    Research and performance testing of expansive resin anchor agent

    • 摘要: 为解决普通树脂锚固剂在松软破碎围岩体、地质构造等条件下,难以与围岩体进行高强度黏结的问题,提出在锚固剂中添加膨胀剂的方法,旨在通过引发树脂锚固剂的膨胀效应来增强其与围岩的黏结性,最终提升锚固的整体效果。试验选用多亚甲基多苯基异氰酸酯、明矾与碳酸氢钠、硫酸铝与碳酸氢钠作为3种膨胀体系,通过树脂锚固剂膨胀率测试以及性能测试,得到了各膨胀体系的膨胀率以及以硫酸铝与碳酸氢钠为膨胀剂的膨胀型树脂锚固剂的相关性能数据。结果表明:多亚甲基多苯基异氰酸酯、明矾与碳酸氢钠的膨胀体系仅对中速锚固剂起明显膨胀作用,而硫酸铝与碳酸氢钠的膨胀体系则对中速、快速与超快速锚固剂均有明显膨胀作用;硫酸铝与碳酸氢钠的添加对树脂锚固剂凝胶时间影响较小;在0%~20%膨胀率范围中,抗压强度与硫酸铝与碳酸氢钠质量分数呈负相关关系,但是均能达到抗压强度最低标准,而锚固力与硫酸铝与碳酸氢钠质量分数呈正相关关系;在无裂隙泥岩中,锚固力最高可提升82.9%,且交换锚固剂安装顺序后的锚固力要高于原安装顺序的锚固力;在裂隙泥岩中,20%膨胀率锚固剂的锚固力较无膨胀锚固剂可提升104%。

       

      Abstract: To solve the problem of difficult high-strength bonding between ordinary resin anchoring agents and surrounding rocks under conditions such as soft and fractured rock mass and geological structures, this study proposes a method of adding expansion agents to anchoring agents. The aim is to enhance the bonding properties of the resin anchors with the surrounding rocks by inducing the expansion effect of the resin anchors, and ultimately improve the overall anchoring effect. Three kinds of expansion systems were selected, including polymethylene polyphenyl isocyanate, alum and sodium bicarbonate, aluminum sulfate and sodium bicarbonate. Through the expansion rate test and performance test of resin anchorage agent, the expansion rate of each expansion system and the related performance data of expansive resin anchorage agent with aluminum sulfate and sodium bicarbonate as expansion agent were obtained. The results show that the expansion system of polymethylene polyphenyl isocyanate, alum and sodium bicarbonate only has obvious expansion effect on the medium-speed anchorage agent, while the expansion system of aluminum sulfate and sodium bicarbonate has obvious expansion effect on all kinds of anchorage agents. The addition of aluminum sulfate and sodium bicarbonate has little effect on the gelation time of resin anchorage agent. In the range of 0%-20% expansion rate, the compressive strength is negatively correlated with the mass fraction of aluminum sulfate and sodium bicarbonate, but all can reach the minimum standard of compressive strength, while the anchorage force is positively correlated with the mass fraction of aluminum sulfate and sodium bicarbonate. In mudstone without cracks, the anchoring force can be increased by up to 82.9%, and the anchoring force after exchanging the installation sequence of anchoring agents is higher than that of the original installation sequence; in fractured mudstone, the anchoring force of 20% expansion rate anchoring agent can be increased by 104% compared with that of non-expansion anchoring agent.

       

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