一种高应力破碎岩体错峰补强支护方法

By deploying anchor mesh and slotted anchor bolts in mine roadways, monitoring anchor bolt pull-out force in real time, and increasing anchor bolts to provide staggered reinforcement, the problem of roadway rock fracturing and collapse under high stress was solved, thereby improving the stability and safety of the roadways.

CN115263387BActive Publication Date: 2026-07-17DEEP MINING LABORATORY BRANCH OF SHANDONG GOLD MINING TECHNOLOGY CO LTD

Patent Information

Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
DEEP MINING LABORATORY BRANCH OF SHANDONG GOLD MINING TECHNOLOGY CO LTD
Filing Date
2022-08-10
Publication Date
2026-07-17

AI Technical Summary

Technical Problem

Existing mine roadway support technologies are prone to rock fragmentation and collapse under high stress, and fluctuations in the pull-out force of anchor bolt support systems may lead to collapse risks, making it impossible to guarantee the long-term stability of the roadway.

Method used

After the tunnel is excavated, anchor mesh is laid and pipe joint anchors are distributed. The changes in anchor pull-out force are monitored in real time. Based on the change characteristics, pipe joint anchors are added one day before the anchoring force is at its lowest, forming a staggered reinforcement support method to enhance the overall support capacity of the support system.

Benefits of technology

By using a staggered reinforcement method to optimize the anchor bolt support system, the risk of roadway collapse due to reduced anchoring force was avoided, the stability and safety of the roadway were improved, and the support cost was reduced.

✦ Generated by Eureka AI based on patent content.

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Abstract

本发明公开了一种高应力破碎岩体错峰补强支护方法,其通过在巷道开挖后,自巷道顶板中心线向巷道两帮布设锚网,按照管缝锚杆的支撑分布参数在锚网上分布设置管缝锚杆;实时监测管缝锚杆拉拔力的时空变化,根据管缝锚杆拉拔力的时空变化特征,在管缝锚杆锚固力达到最低值的前一天,在每张锚网方格的中心分别增加至少一根管缝锚杆;从而在原锚杆锚固力降到最低值时,新增管缝锚杆锚固力恰好达到峰值,形成错峰补强的优化方式,用以为原锚网支护系统补强支护能力,避免巷道在支护完成之后由于锚杆拉拔力的变化产生坍塌风险的问题。
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