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大直径锚索多级搅拌-扩径导升强效锚固技术试验研究

Experimental study on high-efficiency anchoring technology for large-diameter cable bolts with multi-stage stirring, diameter expansion and guiding-lifting

  • 摘要: 为解决松软围岩中锚索搅拌混合锚固剂能力差、锚固剂密实度低,导致大直径锚索高强支护力难以发挥,同时,由于锚索的直径较大,导致锚固孔与锚索之间的间隙狭小,传统小直径锚索锚固增效结构无法应用,造成大直径锚索高强支护力利用率普遍低下的问题,提出了一种适用于大直径锚索的多级搅拌-扩径导升强效锚固技术,研发了多级搅拌混合构件和扩径导升构件。通过理论分析揭示了多级搅拌混合构件“分级搅拌”的作用机理,阐明了其对锚固剂搅拌效果的提升机制;采用数值模拟对比分析了强效锚固和正常锚固条件下锚固剂的流动混合特征,验证了强效锚固装置对锚固剂运移速度、扩散范围以及轴向导升的增效作用;实验室试验测试了强效锚固装置对锚固剂的密实度、锚索锚固力的影响,结果表明混合后的锚固剂密实度提升,强效锚固试件峰值锚固力平均值为213.6kN,是正常锚固试件峰值锚固力平均值159.4kN的1.34倍,验证了大直径锚索强效锚固技术的有效性。该装置生产成本低,易于工业化生产,使用时不影响锚索正常施工。研究成果为松软围岩大直径锚索锚固质量的提升提供了理论依据和技术支撑。

     

    Abstract: To address the problems in soft surrounding rock—including the poor ability of cable bolts to stir and mix the resin and low resin compactness, which makes it difficult to exert the high-strength supporting capacity of large-diameter cable bolts—meanwhile, the large diameter of such cable bolts leads to narrow gaps between anchoring holes and the cable bolts themselves, rendering traditional efficiency-enhancing anchoring structures for small-diameter cable bolts inapplicable and thus resulting in generally low utilization of the high-strength supporting capacity of large-diameter ones, this study proposes a high-efficiency anchoring technology for large-diameter cable bolts based on multi-stage stirring and diameter expansion-guiding-lifting, and develops corresponding multi-stage stirring-mixing components as well as diameter expansion-guiding-lifting components. Theoretical analysis reveals the mechanism of "stage-by-stage stirring" for the multi-stage stirring-mixing components and elucidates how they improve resin stirring effectiveness. Numerical simulation was employed to comparatively analyze the flow and mixing characteristics of resin under high-efficiency and normal anchoring conditions, verifying the enhancing effect of the high-efficiency anchoring device on resin migration velocity, diffusion range, and axial lifting. Laboratory tests were performed to evaluate the device’s influence on resin compactness and cable bolt pull-out force. The results showed that the compactness of the mixed resin was significantly improved, and the average peak anchoring force of high-efficiency anchoring specimens reached 213.6 kN—1.34 times that of normal anchoring specimens (159.4 kN). This confirms the effectiveness of the proposed high-efficiency anchoring technology for large-diameter cable bolts. The device features low production cost, easy industrialization, and no interference with the normal construction of cable bolts. The research results provide a theoretical basis and technical support for improving the anchoring quality of large-diameter cable bolts in soft surrounding rock.

     

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