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树脂锚杆锚固性能加筋强化方法及其试验研究

Strengthening method with adding wire for anchorage performance of resin bolts and its experimental research

  • 摘要: 锚杆-树脂界面是树脂锚固系统常见失效位置之一,在一定程度上影响着树脂锚杆对巷道围岩的支护效果。基于锚杆-树脂界面的失效特征,论文提出了一种以锚杆-树脂界面加筋锚固为核心的树脂锚杆锚固性能强化方法,详细阐述了其工作原理,并采用实验室试验和现场测试相结合的方法,分析和验证了该方法工作特征及应用效果。在本次试验尺度上,研究结果显示:加筋锚固方法能显著提升锚杆的单位长度锚固力,相同锚固长度下采用该法时锚杆锚固系统的承载强度最大提高约79.6%,且抗变形失效能力和吸能性能也均显著提升;综合考虑不同加筋直径时锚杆锚固性能提升效果及加筋锚固操作的便捷性,将合理的加筋直径确定为1.8mm;相较于通过增加锚固长度提高锚杆性能的常规举措而言,采用加筋锚固方法的效果相对更好,在获得相近锚固强度时,采用该方法可明显降低锚杆的锚固长度,节约锚固剂使用量;现场测试进一步验证了实际工况下该方法对锚杆锚固性能的强化作用,明确了其对支护过程中锚杆性能衰减的抑制效应。研究表明提出的锚固性能加筋强化方法,通过改变和增强界面处锚杆与树脂间的相互作用,可有效提升树脂锚杆的综合锚固性能,并为改善锚杆对煤矿巷道围岩支护效果提供了技术支撑和借鉴。

     

    Abstract: The bolt-resin interface is one of the common failure locations in resin anchorage systems and impairs the resin bolt's supporting effect on the surrounding rock of roadway to some extent. In view of the failure characteristics of the bolt-resin interface, a method for strengthening the anchorage performance of resin bolts by adding wire at the bolt-resin interface was established. The working principle of the method was elaborated in detail, and a combination of laboratory and field tests was used to analyze and verify its working characteristics and application effects. At the experimental scale, the results indicate that the anchorage method with adding wire can significantly improve the anchoring force per unit length of the bolt. When using this method for the same anchoring length, the bearing strength of the bolt anchorage system can be increased by approximately 79.6%, along with significant improvements in both anti-deformation failure capability and energy absorption performance. Considering the enhancement effects of bolt anchorage performance and the operation convenience of this method under different adding wire diameters, a reasonable wire diameter was determined to be 1.8 mm. Compared with the conventional measures of improving bolt performance by increasing the anchorage length, the proposed strengthening method proves relatively more effective. To achieve the same anchorage strength, this method can significantly reduce the required bolt anchorage length and save the amount of resin anchoring agent used. The field tests further verified the reinforcing effect of this method on the anchoring performance of bolts under on-site conditions and demonstrated its inhibitory effect on the attenuation of bolt performance during the support process. The study shows that the proposed anchoring performance enhancement method can effectively improve the comprehensive anchoring performance of resin bolts by modifying and strengthening the interaction between the bolt and resin at the interface, thereby providing.

     

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