Strengthening and reinforcing method of high-ground-pressure soft rock laneway by hierarchical grouting

A high ground pressure, layered technology, applied in tunnels, tunnel linings, underground chambers, etc., can solve the problems of difficult plugging, less secondary grouting, insufficient grouting depth, etc., to improve diffusion uniformity, guarantee Construction safety, improve the effect of strengthening effect

Inactive Publication Date: 2010-10-20
CHINA UNIV OF MINING & TECH
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  • Abstract
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  • Claims
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Problems solved by technology

The existing grouting reinforcement technology often adopts one-time grouting. Because the grouting pressure is small, the grout spreads only in the shallow crack development area, and the grouting depth is not enough; if the grouting pressure is high, it is easy to cause insufficient resistance in the shallow crack development area. If there is a large amount of grout running, grouting, and grout leakage, the actual grouting pressure cannot be increased, the amount of grouting is small, and the grouting effect is not good
In order to improve the grouting effect, many mini

Method used

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  • Strengthening and reinforcing method of high-ground-pressure soft rock laneway by hierarchical grouting

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Embodiment Construction

[0014] Embodiments of the present invention will be further described below in conjunction with accompanying drawings:

[0015] (1) Immediately following the roadway 5 excavation head-on, install the deep hole grouting pipe 7 with a length of about 3m and a row spacing of about 4.0×4.0m and a length of about 0.8m and a row spacing of about It is a shallow-hole grouting pipe 6 of 1.5m×1.5m, which should be sealed in time after installation to prevent the mouth of the pipe from being blocked by grouting on the surface of the roadway;

[0016] (2) After the shallow hole grouting pipe 6 and the deep hole grouting pipe 7 are installed, the surface of the roadway 5 is sprayed and sealed to form the roadway surface shotcrete layer 4, and the surface rock mass of the closed roadway is required to be uniform and compact. The thickness of the grouting layer is 120mm. If the grouting fails to meet the requirements at one time, it can be re-sprayed to prevent grout leakage during grouting...

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Abstract

The invention relates to a strengthening and reinforcing method of a high-ground-pressure soft rock laneway by hierarchical grouting. Aiming at the deformation damage and crack distribution rules of laneway wall rock of high-ground-pressure soft rock, a hierarchical grouting mode for a shallow layer and a deep layer is adopted to hierarchically and emphatically strengthen and reinforce the shallow layer and the deep layer by grouting. The method comprises the following steps of: firstly, carrying out shallow-hole low-pressure grouting to a laneway shallow-layer gap development zone and then carrying out deep-hole high-pressure grouting to deep rock bodies; constructing shallow-hole grouting with small grouting pressure so that grout is scarcely diffused into the deep part, and grouting passages, such as a deep gap of the deep part and the like, are well preserved without blockage; and adopting a double-component chemical grout malisan with easy dispersion and strong permeability in constructing deep-hole grouting to realize deep high-pressure grouting on the basis of a formed grout-stopping shielding shell formed by former-period shallow-hole grouting so that the distribution compactness and the dispersion evenness of the grout in the deep grouting are improved, and the strengthening effect of the deep grouting on the wall rock is effectively improved. The method is simple and easy to implement.

Description

technical field [0001] The invention relates to a grouting reinforcement method for a mine roadway, in particular to a layered grouting reinforcement method suitable for a coal mine high ground pressure soft rock roadway. Background technique [0002] With the increasing demand for resources, many domestic mines have gradually entered the state of deep mining. After the mine enters deep mining, the roadway surrounding rock presents control characteristics such as increased ground stress, intensified deformation and damage, and difficult maintenance, which brings great threats and hidden dangers to the actual roadway construction safety. Surrounding rock grouting reinforcement technology can cement the loose and broken surrounding rocks into a whole, improve the strength of the rock mass, make the surrounding rock itself a part of the supporting structure, and the grouting reinforcement construction is convenient and low in cost, so it has become a widely used method in coal ...

Claims

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Application Information

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IPC IPC(8): E21D11/10
Inventor 许兴亮张农张念超梁国栋李振雷
Owner CHINA UNIV OF MINING & TECH
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