KR200331999Y1 - Multistage grouting apparatus using casing and packer - Google Patents

Abstract

The present invention relates to a grouting device for use in pipe reinforcement for slope reinforcement or dam or reinforcement in tunnels or earth reinforcement in tunnels. It is designed to be grouted in multiple stages several times in sequence to the inlet of the drilling hole (1) at a deep depth by installing, the pressure by the compressed air or water inside the rubber tube packer (20) connected by a pressure hose (25) In order to seal the perforated hole, the casing 10 was used to prevent the rubber tube packer 20 from being peeled off due to the collapse of the ball wall when the rubber tube packer 20 was drawn from the hole 1. . The present design allows the pressurized grouting without using the casing of pipes, steel rods, and hollow holes by casing to the existing pipe multi-stage grouting.

Description

Multistage grouting apparatus using casing and packer}

The present invention relates to a multi-stage grouting device for uniform grouting around the reinforcement while preventing the destruction of the ground when the rod-type or pipe-shaped reinforcement is inserted into the drilled hole and grouted in slope reinforcement or ground reinforcement in the tunnel.

Recently, the steel pipe multi-stage grouting method is widely used as the ground reinforcing method for tunnel excavation, and the nail reinforcement of slope reinforcement works is developed from the pressureless process to reinforce the ground itself by simultaneously applying the pressure multi-stage grouting. It can be obtained at the same time, so it can be mixed with two methods such as order grouting and reinforcement grouting.

Conventional steel pipe reinforced multi-stage grouting method or RPU method proceeds in the order of gang drilling, steel pipe construction, caulking and sealing, grouting, and is mainly suitable for the order and reinforcement of soft soil or weathered rock layers. In the case of a tunnel, drill a plurality of holes radially about φ125 from the circumferential surface of the tunnel top part, insert a small diameter steel pipe equipped with a spray hole and a backflow prevention rubber band, and fill grout material between the steel pipe and the drilling hole, and use as caulking material. Block the opening of the drill hole to prevent the grout from leaking out. And multi-stage grouting is pressure grouting while moving the packer in the perforated steel pipe.

Republic of Korea Application No. 20-2000-0021638 is the outer periphery of the valve 10 is formed to be tapered, having a release prevention on both sides of the outer periphery and the valve formed on the inner surface is tapered to couple the valve 10 A valve case 20 having a coupling hole 21 is provided, and an outer circumference of the valve case 20 includes a stepped stopper 22 so as to have a stepped end, and a screw portion (1) at one side of the stopper 22. 23, having a perforated separation prevention groove (24) coupled to the escape prevention opening (11) of the valve (10) on both sides of the outer periphery, and the rotary tool groove at the end of the locking projection (22) Disclosed is a steel pipe grouting injection valve characterized in that (25) is formed.

In addition, the Republic of Korea Patent Application No. 20-1999-0025197 is a nail nailing structure that is provided for the formation of soil reinforcement wall or slope stability, the nail function of integrally installed with a spacer at regular intervals to the outer peripheral surface on the perforated hole of the ground A pipe reinforcement is installed, wherein the pipe reinforcement includes a plurality of injection holes formed so that high-pressure cement milk is injected into the outer circumferential surface thereof; A spiral portion formed on a portion of the outer circumferential surface to expand adhesion to the surface; A pair of supporting members installed opposite to the front / rear side while maintaining a constant gap at the front end of the outer circumferential surface of the reinforcing material, and formed with an injection hole; And a packing member for urethane medicament is injected through the injection hole of the support member to tightly seal the perforation hole by volume expansion due to gelation.

Other Korean Patent Application No. 10-2000-0062033 introduces a multi-stage grouting apparatus using glass fiber reinforced pipe injection tube and its construction method.

In other words, the present technology of multi-stage grouting is performed by inserting perforated reinforcing pipes after boring the ground, grouting the bentonite mixture or cement milk sealing material first between the reinforcing pipe and the ground, and filling the packer in the perforated reinforcing pipe by pressure grouting. The grouting is to be done by filling the rubber tube packer several times from the core in such a way that the milk is grouted to the ground through the hole of the perforated pipe.

The disadvantage of the prior art is that due to the use of the sealing material between the pipe reinforcement and the ground it is difficult to completely bond the ground and the reinforcement, there is a limit that the multi-stage grouting only when the reinforcement is a pipe.

That is, until now there was no device capable of smoothly multi-stage grind perforated ground into which the rod-shaped reinforcement is inserted.

In order to solve the above problems, the present invention is to provide a device capable of recovering a rubber tube-type packer while being capable of multi-stage grouting the perforated ground into which not only the pipe type but also the rod-shaped reinforcement is inserted and preventing the perforation wall collapse. The purpose.

In order to achieve the above object, a grouting device for reinforcing a tunnel, a slope and a ground, comprising: a reinforcing member inserted into the casing and the casing; A grouting injection tube for injecting grout material into the casing; A rubber tube packer having a hole through which the reinforcing material and the grouting injection pipe and the discharge pipe penetrate, and preventing backflow of the injected grout material; Multi-stage grouting using a casing and a rubber tube packer, which is composed of a pressurized hose which is connected to the rubber tube packer to inject liquid or air, and draws a rubber tube packer in one drilling hole and performs multiple times of pressure grouting. To provide a device.

1 is a side cross-sectional view schematically showing a multi-stage grouting apparatus using a casing and a rubber tube packer of the present invention.

2 is a cross-sectional view of A-A of FIG.

Figure 3a schematically shows the shape of the casing in which the opening is formed.

3b schematically shows the shape of a casing in which the opening is formed only in part of the inlet;

Figure 4 is a cross-sectional view B-B showing that the rubber tube packer and the casing of Figure 1 is attached.

Figure 5 is a cross-sectional view C-C showing a structure in which the rubber tube packer of Figure 1 is in close contact with the surrounding ground.

6 is a sectional view taken along the line D-D schematically showing the structure of the spacer of FIG.

<Description of Symbols for Main Parts of Drawings>

1: drilling hole 10: casing

13 opening 15: grouting injection tube

17: reinforcing material 20: rubber tube packer

25: pressurized hose 30: discharge pipe

35: spacer

When explaining an embodiment of the configuration of the present invention with reference to the accompanying drawings as follows. However, the technical scope of the present invention is not limited by the following description.

1 is a side cross-sectional view schematically showing a multi-stage grouting apparatus using a casing and a rubber tube packer 1 of the present invention, FIG. 2 is a cross-sectional view of A-A of FIG. 1, and FIG. 3A is FIG. 3B is a view schematically illustrating the shape of the casing in which the opening is formed, and FIG. 3B schematically illustrates the shape of the casing in which the opening is formed only at a part of the inlet, and FIG. 4 is a view of the rubber tube packer of FIG. BB is a cross-sectional view showing that the casing is attached, Figure 5 is a cross-sectional view CC showing a structure in which the rubber tube packer of Figure 1 is in close contact with the surrounding ground, Figure 6 schematically shows the structure of the spacer of Figure 1 It is DD sectional drawing shown.

1, 2, 3a and 4 described above, in the grouting device for reinforcing the tunnel, the slope and the ground, the grouting injection pipe 15, the discharge pipe 30 and the pressure hose ( The opening part 13 is partially formed in the longitudinal direction of the opening 25, and the grouting injection pipe 15, the discharge pipe 30, and the pressure hose 25 are arranged to be opened to the opening 13. A casing (10) and a reinforcement (17) inserted into the casing (10) to make it possible; A grouting injection tube 15 for injecting grout material into the casing 10; A rubber tube packer (20) mounted to the distal end of the grouting injection tube (15) to prevent backflow of the injected grout material; It can be seen that the pressure hose 25 and the discharge pipe (30).

And the reinforcement is characterized in that it can be used in addition to the pipe-type clogged one side.

In other words, the present design enables multi-stage grouting not only the pipe-type block of the one side but also the steel rod-shaped reinforcement, and it does not use sealing material so that the adhesive force of the surrounding ground and the reinforcement material can be more exerted. Perforated ground grouting was also made possible without multi-stage grouting by using one without the center nail hole of the packer.

When the rubber tube packer pressurizes the periphery of the perforated ground, the wall is damaged in most cases except when the empty wall is a fresh rock, which makes it difficult to recover the rubber tube packer and prevents multiple step grouting. While recovering the rubber tube-type packer using a casing was intended to enable a number of step grouting.

In this case, the casing uses an open casing as shown in FIG. 3 in a good ground where collapse of the vacant wall is not expected, and in a soil ground with many collapses of the vacant wall, the casing uses an inlet as shown in FIG. The packer can be easily recovered while preventing the collapse.

Looking at the grouting construction method to effectively reinforce the ground using a multi-stage grouting device using the casing and the rubber tube packer of the present invention as follows.

A tunnel, a slope cut and a soft ground reinforcing grouting method, comprising: a drilling step of drilling a hole (1) in a horizontal direction, a vertical direction, and a downward slope direction; Assembling the rubber tube packer 20 through which the casing 10, the reinforcing material 17, the grouting injection pipe 15, and the discharge pipe 30 pass; Introducing the assembled device into the drilling hole (1); The rubber tube packer 20 is pressurized with a pressure hose 25 to closely adhere the rubber tube packer 20 to the inner wall of the casing 10 and the inner wall of the perforated ground, and then grout is injected through the grouting injection pipe 15. Process of doing; Discharging air or liquid into the discharge pipe (30) at the beginning of injection of the grout and locking the discharge pipe (30) to pressurize the inside of the ball; After the process, the rubber tube packer 20 is drawn out to change its position, and the process is repeated from the pressurization of the rubber tube packer 20 to proceed the multi-stage grouting to the inlet of the hole 1 to reinforce the ground. .

And discharge pipe is not usually necessary except for fresh cancer, because liquid or air remaining in the ball by pressurized grout is permeated into the ground by ripping arm or sandy soil.

As described above, the present invention can freely pull out and pull out the rubber tubular packer through the casing while protecting the collapse of the perforated wall that may occur during multi-stage grouting, and in particular, multi-stage grouting Therefore, it is possible to grout the surrounding ground into which the reinforcement is inserted, with a larger pressure than when pressure grouting is generally performed only at the drilling inlet, and the diameter of the grouting bulb is larger, thus increasing the frictional stress and friction between the ground and the grouting material. do.

In addition, the advantage of multi-stage grouting at high pressure without ground elevation in ground reinforcement is that when the crushing zone is opened and closed due to high pressure, strong bonding force is generated between the arm and cement, and the amount of penetration of grout material increases, thus reducing the number of perforations. As the grout material penetrates into the pores, water is drained out, thus improving the strength of the ground.

Claims (4)

A grouting device for reinforcing tunnels, slopes and grounds, comprising: a reinforcing member (17) inserted into the casing (10) and the casing (10); A grouting injection tube 15 for injecting grout material into the casing 10; A reinforcing member 17, a hole through which the grouting injection pipe 15 and the discharge pipe 30 pass, and a rubber tube-type packer 20 for preventing backflow of the injected grout material; Composed of a pressurized hose 25 and a discharge pipe 30 is a casing and rubber tube packer, characterized in that the pressure grouting can be performed several times while drawing the rubber tube packer 20 in one drilling hole (1) Multi-stage grouting device used. The multi-stage grouting apparatus using a casing and a rubber tube packer according to claim 1, wherein the casing (10) has a structure in which an open portion (13) is partially opened in the longitudinal direction. The multi-stage grouting apparatus using a casing and a rubber tube packer according to claim 1, wherein the reinforcing member (17) uses any one of a pipe type or a steel bar type with one surface clogged. The multi-stage grouting apparatus using a casing and a rubber tube packer according to claim 1, characterized in that a simple bored ground uses a rubber tube packer without a hole into which a reinforcing material is inserted in the center.