Deep mine hard rock roadway stress adsorption layer structured support method

An adsorption layer and structuring technology, applied in tunnels, tunnel linings, mining equipment, etc., can solve problems such as ignoring secondary dynamic disturbances, secondary damage to roadway surrounding rocks, difficulty adapting to deep hard rock engineering environments, etc., to achieve enhanced surrounding The self-stabilization ability of rock, the suppression of rockburst, and the effect of realizing safe and efficient construction of tunneling

Active Publication Date: 2016-07-20
CENT SOUTH UNIV +1
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  • Summary
  • Abstract
  • Description
  • Claims
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AI Technical Summary

Problems solved by technology

Conventional roadway support principles and support technologies are difficult to adapt to the deep hard rock engineering environment
Some deep well projects use pressure relief blasting to improve the stress state of the roadway surrounding rock, but it ignores the secondary dynamic disturbance of the roadway surrounding rock caused by the pressure relief blasting, which may cause secondary damage to the roadway surrounding rock when the charge is not well controlled.

Method used

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  • Deep mine hard rock roadway stress adsorption layer structured support method
  • Deep mine hard rock roadway stress adsorption layer structured support method
  • Deep mine hard rock roadway stress adsorption layer structured support method

Examples

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Embodiment Construction

[0025] The method for structural support of the stress adsorption layer of the hard rock roadway in deep mines provided by the present invention, after the excavation of the deep roadway, initially sprays concrete to form a concrete flexible support layer, and drills 4.5m-5.0m blastholes in the two sides of the roadway and the vault top And fill the explosives within 2m~2.5m of the bottom of the hole to implement loose crushing and blasting to construct an arched broken rock stress adsorption layer, use the blasthole to drill into the grouting duct anchor, and inject the cement slurry into the grouting duct anchor to reconstruct the structure Supporting body, grouting fixed grouting conduit anchor rod in the blasthole, realizing arch-shaped broken rock stress absorption layer, structural supporting body, isolated rock mass and concrete flexible supporting layer and grouting in high-stress deep hard rock roadway A rockburst prevention support structure coordinated with duct-type...

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Abstract

The invention discloses a deep mine hard rock roadway stress adsorption layer structured support method. In the initial stage after a deep roadway is excavated, concrete is sprayed to form a concrete flexible support layer. 4.5 m-5.0 m blastholes are drilled in the two sides of the roadway and an arch top, the spaces in the range of 2 m-2.5 m of the bottoms of the blastholes are filled with explosive for conducting soft fragmentation explosion to construct an arch broken rock stress adsorption layer. Grouting conduit anchor rods are driven in through the blastholes, cement paste is poured into the grouting conduit anchor rods to reconstruct structure support bodies. Paste is poured into the blastholes so as to fix the grouting conduit anchor rods, so that a rockburst prevention support structure formed by the arch broken rock stress adsorption layer, the structure support bodies, an isolation rock body, the concrete flexible support layer and the grouting conduit anchor rods of the high-stress deep hard rock roadway in a cooperative mode is achieved. Through the stress adsorption layer formed by the support technology, high stress and gathering of stress energy of surrounding rock of the isolation rock body can be effectively reduced, rockburst is restrained, and tunneling safety and efficient construction of the deep hard rock rockburst type roadway can be well achieved.

Description

technical field [0001] The present invention relates to a deep mine hard rock roadway support method, in particular to a deep mine hard rock roadway stress adsorption layer structured support method, which is mainly applicable to the support during the excavation process of deep rockburst type hard rock roadway, It can be extended to the support field of deep underground chambers, and is especially suitable for disaster control in rockburst-prone areas. Background technique [0002] Due to the complexity of the stress field of the deep rock mass, the first thing that the deep hard rock roadway faces is the rockburst disaster, which makes the roadway excavation construction more and more difficult. As the mining depth increases, the frequency of rockbursts also increases significantly. And under deep conditions, the failure of high-stress rockburst rock mass has the characteristics of severe impact failure, and the failure process is often sudden. [0003] Hard rock in deep...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): E21D11/00E21D11/10E21D20/02F42D3/04
CPCE21D9/006E21D11/006E21D11/105E21D20/021F42D3/04
Inventor 胡建华杨春罗先伟周科平李杰林吴桂才吴乐文
Owner CENT SOUTH UNIV
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