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Pressure yielding internally-grouted anchor cable

A technology of grouting anchor cables and grouting, which is applied in the installation of bolts, mining equipment, earthwork drilling and mining, etc., which can solve the problems of high support cost and complicated construction process, so as to simplify the construction process, improve production efficiency and economy Benefit, the effect of increasing the spread range

Inactive Publication Date: 2013-11-27
CHINA UNIV OF MINING & TECH
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

Apparently, the construction process of the existing roadway support scheme is very complicated, and the support cost is very high

Method used

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  • Pressure yielding internally-grouted anchor cable
  • Pressure yielding internally-grouted anchor cable
  • Pressure yielding internally-grouted anchor cable

Examples

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Embodiment Construction

[0014] An embodiment of the present invention will be further described below in conjunction with accompanying drawing:

[0015] Such as figure 1 As shown, the anchor cable of the present invention is mainly composed of a hollow inner grouting cable body 6, an anchor cable tray 5, an anchor cable sling 2 and a pressure yielding pipe 4, and the hollow inner grouting cable body 6 It is composed of a hollow rubber grouting core tube 1 and a multi-strand steel strand 9 wound on the hollow rubber grouting core tube 1. The hollow rubber grouting core tube 1 is drilled with multiple sets of grouting holes intersecting at 90°. Holes 10, the distance between the multiple groups of pulp outlet holes 10 is 300-400mm. The hole pitch of every group of slurry holes 10 is 50mm, and the multi-strand steel strands 9 at the position of each group of slurry holes 10 protrude in a honeycomb-shaped slurry section 8, such as image 3 As shown; the tail of the hollow inner grouting cable body 6 is...

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Abstract

A pressure yielding internally-grouted anchor cable comprises a hollow internally-grouted cable body, an anchor cable tray, an anchor cable rigging and a pressure yielding pipe, the hollow internally-grouted cable body is formed by winding a plurality of steel strands around a hollow rubber grouting core pipe, a plurality of groups of grout outlet holes are drilled in the hollow rubber grouting core pipe at intervals, the plurality of steel strands at the position of every group of grout outlet hole are processed into a honeycomb-shaped grout outlet section, and the tail portion of the hollow internally-grouted cable body is provided with an anchoring agent mixing head; the pressure yielding pipe is a specially-made steel pipe with the middle portion protruding outwards to form an arc-shaped protrusion, the pressure yielding pipe is sleeved outside the hollow internally-grouted cable body in a penetrating mode and arranged between the anchor cable tray and the anchor cable rigging, and the yield load of the pressure yielding pipe is smaller that of the cable body steel strands. The pressure yielding internally-grouted anchor cable achieves the integration of deep grouting reinforcement and pressure yielding support coupling of surrounding rock of roadway, expands the diffusion range of the grout and enhances the reinforcement function and can yield pressure timely when under relatively large deformation pressure of the surrounding rocks to avoid being broken through pulling and to further avoid losing efficacy, and can effectively improve the stability of deformed surrounding rock of the roadway.

Description

technical field [0001] The invention relates to a yielding pressure internal grouting anchor cable, which is especially suitable for the anchoring and supporting technology of geotechnical engineering such as mine shafts and tunnels. Background technique [0002] With the increase of large-scale mining and mining depth, the problem of roadway support in deep high-stress extremely soft rock has become increasingly prominent. Due to the impact of high ground stress, weak bulging surrounding rock, mining impact and long-term continuous rheology of surrounding rock, the roadway's stress condition is seriously deteriorated, and the surrounding rock of the roadway inevitably shows the characteristics of large deformation. The roadway damage is very serious, and its support and maintenance problems have become a major bottleneck that seriously restricts the safe and efficient production of coal mines in my country. [0003] The research shows that for the complex and difficult-to-s...

Claims

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Application Information

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IPC IPC(8): E21D21/00
Inventor 王连国陆银龙
Owner CHINA UNIV OF MINING & TECH
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