Method used for filling or semi-filling karst to expand grouting reinforcement range

A grouting reinforcement and grouting technology, which is applied in the field of formation grouting reinforcement, to reduce the drilling workload, increase the grout diffusion radius, and expand the radius of the grouting range

Active Publication Date: 2020-08-18
张永刚 +1
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  • Summary
  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] The purpose of the present invention is to provide a method for expanding the scope of grouting reinforcement for filling and semi-filling karst, so as to solve the problem of reducing high-density drilling and expanding the scope of grouting reinforcement

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  • Method used for filling or semi-filling karst to expand grouting reinforcement range
  • Method used for filling or semi-filling karst to expand grouting reinforcement range
  • Method used for filling or semi-filling karst to expand grouting reinforcement range

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Embodiment Construction

[0037] The embodiments of the present invention will be described in detail below with reference to the accompanying drawings, but the present invention can be implemented in various ways defined and covered by the claims.

[0038] see Figure 1 to Figure 9 , a method for expanding the scope of grouting reinforcement for filling and semi-filling karst, this embodiment is applied to karst grouting reinforcement.

[0039] A method for expanding the scope of grouting reinforcement for filling and semi-filling karst, see figure 1, including a grouting pipe 1, a grouting barrel 2 and a grouting valve 3; the bottom of the grouting barrel 2 is provided with a bottom plate 2.1 and a top plate 2.2, and the bottom plate 2.1, the top plate 2.2 and the side wall of the grouting barrel 2 form a grout containing chamber ; One end of the grouting pipe 1 passes through the top plate 2.2, and is used to deliver grout to the grout chamber between the top plate 2.2 and the bottom plate 2.1; the...

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Abstract

The invention provides a method used for filling or semi-filling karst to expand a grouting reinforcement range. The method comprises the following steps: punching assembled grouting equipment into the bottom of a punched grouting hole, and enabling a grouting tube and the upper part of a grouting barrel to be higher than an earth surface; grouting, injecting slurry into a slurry accommodating cavity of the grouting barrel through a rigid grouting tube, pressing a grouting valve by the slurry to extend out and penetrate into a stratum, enabling the first end of an outer sleeve to be close to the inner wall of the grouting barrel, extruding a hole-sealing slide plate by the inner wall of the grouting barrel, overcoming spring elastic force to generate relative sliding with the outer wall ofthe outer sleeve until a through hole of the hole-sealing slide plate, an outer sleeve slurry circulating hole I, an outer sleeve slurry circulating hole II, a sandwich sleeve slurry circulating holeI, a sandwich sleeve slurry circulating hole II, an inner drilled core slurry circulating hole and a grouting dispersing hole are in communication, and enabling the slurry to flow into a to-be-grouted to-be-reinforced stratum. The method greatly reduces drilling workload of a constructor, also expands the grouting reinforcement range, can realize extension and retraction of the grouting valve byonly needing to control grouting pressure, and is simple and convenient in operation.

Description

technical field [0001] The invention relates to the technical field of stratum grouting reinforcement, in particular to a method for expanding the grouting reinforcement range for filling and semi-filling karst. Background technique [0002] Karst, also known as karst, is characterized by the chemical corrosion of water on soluble rocks (calcium carbonate, sulfate, halogen rock, etc.), and includes the mechanical erosion and collapse of water, as well as the carrying out, transfer and redeposition of substances. A collective term for comprehensive geological processes and the phenomena that result from such processes. [0003] The karst area is a geological disaster area, and there are a large number of dissolved soil caves underground. For the excavation of pile foundations, foundation pits, and underground tunnels, it is necessary to pre-treat the dissolved soil caves to ensure construction and operation safety and avoid dissolved soils. Caves induce safety accidents such...

Claims

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Application Information

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IPC IPC(8): E02D3/12
CPCE02D3/12
Inventor 张永刚檀俊坤刘志新杨思凡张震蒋泽龙
Owner 张永刚
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