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Soft rock layered grouting reinforcement method based on hydraulic fracturing permeability improvement

A hydraulic fracturing and grouting reinforcement technology, which is applied in earthwork drilling, shaft equipment, wellbore lining, etc., can solve problems such as insufficient overall strength of soft rock, and achieve the goal of improving the strength and integrity of soft rock and sufficient compaction Effect

Active Publication Date: 2022-07-15
CHINA UNIV OF MINING & TECH
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Problems solved by technology

[0006] Aiming at the above problems, the present invention proposes a layered grouting reinforcement method for soft rock based on hydraulic fracturing and anti-permeability, which can solve the problem of insufficient overall strength of soft rock. The two technical methods of hydraulic fracturing and grouting reinforcement are combined in one Specifying soft rock position for anti-reflection and grouting reinforcement can form a new roadway support method

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  • Soft rock layered grouting reinforcement method based on hydraulic fracturing permeability improvement
  • Soft rock layered grouting reinforcement method based on hydraulic fracturing permeability improvement
  • Soft rock layered grouting reinforcement method based on hydraulic fracturing permeability improvement

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Embodiment Construction

[0038] In order to clearly illustrate the technical features of the present patent, the present patent will be described in detail below through specific embodiments and in conjunction with the accompanying drawings.

[0039] The present invention provides a soft rock layered grouting reinforcement method based on hydraulic fracturing and anti-reflection. The schematic diagram of deep hole high and low pressure switching technology is illustrated by specific embodiments. figure 1 show. Drilling a deep hole 6 in the soft rock, since there are no cracks or few cracks in the soft rock, hydraulic fracturing technology is required to expand the cracks, and the proximal hole sealer 11 and the distal hole sealer 12 are installed in the deep hole. Among them, the near-end sealer 11 uses low hydraulic fracturing, and under the action of hydraulic pressure, less cracks 3 expand inside the soft rock; the far-end sealer uses high hydraulic fracturing, and more cracks expand inside the sof...

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Abstract

The invention discloses a soft rock layered grouting reinforcement method based on hydraulic fracturing permeability improvement, and relates to the field of mine underground supporting. The two technical means of hydraulic fracturing and grouting reinforcement are combined in a designated soft rock area for permeability increasing for grouting reinforcement, and a novel roadway supporting means can be formed. Reinforcing is conducted according to the following steps that S1, a hole is drilled in the soft rock top plate; s2, hydraulic fracturing is carried out; and S3, grouting reinforcement is conducted. Compared with the mode of reinforcing the soft rock only through grouting, the combination of the two technologies enables a grout framework in the soft rock to be more compact, the compaction effect on the internal rock mass is more sufficient, the effect of improving the deformation rigidity and the shear strength of the soft rock is more obvious, and the strength and the integrity of the soft rock can be effectively improved.

Description

technical field [0001] The invention relates to the field of mine underground support, in particular to a soft rock layered grouting reinforcement method based on hydraulic fracturing and permeability enhancement. Background technique [0002] At present, as the mining field gradually extends to the depth of 1,000 meters, the control of mine pressure and rock stability is particularly important. During the mining process of the underground working face of the mine, soft rock roofs or surrounding rocks are often encountered, and the soft rock has poor bearing capacity. adversely affect the propulsion efficiency. Under the influence of mine pressure and mining stress, the deformation of the two sides of the roadway is large, and the phenomenon of roof caving is serious, especially when the rock mass is soft rock, the roof and surrounding rock are prone to large deformation, which increases the difficulty of support and production safety. Without reasonable reinforcement metho...

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Application Information

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IPC IPC(8): E21D9/00E21D9/10E21D11/10
CPCE21D9/001E21D9/10E21D11/10
Inventor 马丹侯文涛张吉雄吴浩薛源博孙强黄鹏周楠李猛张强
Owner CHINA UNIV OF MINING & TECH
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