KR101536977B1 - Composition for grouting construction method - Google Patents

Abstract

The present invention relates to a method of manufacturing a chemical liquid and a grouting method using the same. According to an embodiment of the present invention, there is provided a method of manufacturing a magnetic toner, comprising the steps of: preparing a solution A 'by stirring water and sodium silicate in a high-speed stirrer having at least one magnetic force generating section provided in a cylindrical inner periphery of the torso, Preparing a solution A by stirring the solution A ', an admixture and water, preparing a solution B by stirring the cement and water, and mixing the solution A and the solution B, respectively, And storing in a low speed stirrer.

Description

TECHNICAL FIELD [0001] The present invention relates to a chemical solution manufacturing method and a grouting method using the same,

The present invention relates to a method of manufacturing a chemical solution and a grouting method using the same, and more particularly, to a method of manufacturing a chemical solution free from leaching phenomenon and grouting using the chemical solution.

Grouting refers to grouting in cracks and cavities in the ground for the prevention of leaking work or soil stabilization in civil engineering works. In addition, the grouting injection method refers to a method of injecting grout into a gap between soil and rock using an injection pump or the like.

In the conventional grouting method, an aqueous solution of an inorganic chelating agent, a solution A such as cement, and a solution B, which is an aqueous solution of water, are mixed and injected. However, such a grouting method is disadvantageous in that the penetration ability is lowered and the environment is contaminated, and in particular, when the solution A and the solution B are mixed and solidified, a leaching phenomenon occurs and durability of the grouting construction is remarkably lowered.

In this method, the unreacted material remains in the ground when the injection pressure of both liquids is strong or the injection amount is small in the actual ground, and the AB liquid in which the cement-containing liquid A and liquid B are mixed is a cement suspension, The permeability was weak and the penetration was impossible in the clayey layer. Therefore, the conventional method has a problem that the ground reinforcement is difficult and the ground is inhomogeneous even after reinforcement.

On the other hand, in Japanese Patent Application Laid-Open No. 10-2009-0121519, there is provided a dispenser comprising: a dispenser A liquid tank which is supplied from a bellificating tank and a sodium silicate tank through a pipeline and is filled with a certain amount of clear water, A complete liquid B liquid tank provided with a stirrer and filled with a certain amount of fresh water from a sodium silicate tank through a pipe line and an electric distribution board which controls the A liquid tank and the B liquid tank, Discloses an apparatus for producing a silica sol field by an ion exchange method which comprises an automatic opening and closing valve that automatically opens and closes. However, in this case also, there is a problem that a leaching phenomenon occurs.

It is another object of the present invention to provide a method of manufacturing a chemical solution free from leaching phenomenon and grouting using the chemical solution.

It is also an object of the present invention to provide a grouting method using less sodium silicate.

Another object of the present invention is to provide a chemical solution which can be selectively prepared according to the purpose of injecting the soil of the ground, which is capable of being filled, And a method for grouting using the prepared chemical liquid.

It is another object of the present invention to provide a method of manufacturing a chemical solution resistant to salinity and grouting using the chemical solution.

It is another object of the present invention to provide a detachable extension steel pipe structure in which the rear end of a steel pipe can be easily separated after the chemical solution is cured, and a grouting method using the same.

According to an aspect of the present invention, there is provided a method of manufacturing a magnetic stirring device, comprising the steps of: (A) rotating at least one magnetic force generating part on a cylindrical inner periphery of a torso, (B) stirring the A 'solution, the admixture and water in an agitator to prepare solution A, (C) stirring the cement and water in the agitator, mixing the solution B (D) storing each of the prepared solution A and solution B in a low-speed stirrer.

The step (A) of the present invention may further comprise the steps of (A1) diluting sodium silicate with water to prepare a mixture of water and sodium silicate, (A2) And (A3) ionizing the mixed solution by using the magnetic force generating part in a state where the mixed solution is free, thereby producing the A 'solution.

The mixed solution of step (A1) in the present invention may be prepared by diluting 10 to 30 volume percent of sodium silicate to 70 to 90 volume percent of water.

In the present invention, the rotating part can rotate so as to have a maximum speed of 100 rpm or more.

In the present invention, in the step (B), when the liquid A is 100 volume percent, the volume of the liquid A is 17.5 to 50 volume percent and the water is 48 to 87 volume percent.

In the present invention, the admixture may include a solidifying agent.

Further, in the present invention, the admixture may further comprise a geo-quenching material, an expanding agent, and a quenching agent.

In the present invention, If the B liquid prepared in the step (C) is 100 volume percent, the water may be 65 to 90 volume percent.

According to another embodiment of the present invention, there is provided a grouting method using the liquid A and liquid B, wherein (E) the perforation hole formed in the ground includes a plurality of through- (F) inserting an injection tube for injecting the liquid A and liquid B stored in the low-speed stirrer into the inside of the steel tube, and (G) inserting the injection tube in a stepwise manner And injecting the liquid A and the liquid B through the injection tube, respectively.

In the present invention, And each of the injected liquid A and liquid B is 50 volume percent.

In the present invention, it is preferable that the steel pipe has a cylindrical main pipe having a plurality of through holes, the rear end of which is opened in the perforation hole with respect to the inserting direction, and an arc- And the sum of the central angles of the arc-shaped cross-sections of all the elongated members is 360 degrees, and is connected in series to the open rear end of the main pipe to form one pipe together with the main pipe And (H) separating and removing the extension pipe from the main pipe when the chemical liquid injected in the step (G) is cured.

In the present invention, Wherein the injection pipe comprises a cylindrical inner pipe, a cylindrical outer pipe having a larger diameter than the inner pipe and having the inner pipe disposed therein, and an outer pipe disposed between the outer pipe and the inner pipe of the main pipe, Wherein the double pipe parker includes a double pipe parker including a contraction air parker, wherein the step (G) includes moving the double pipe parker toward the rear with respect to the inserting direction into the perforation hole, And then injecting the liquid B into the inner tube of the injection tube and injecting the liquid A into the outer tube of the injection tube.

According to any one of the above-mentioned objects of the present invention, there can be provided a method of producing a chemical liquid free from leaching phenomenon and grouting using the chemical liquid produced. This makes it possible to provide a grouting method which is harmless to the natural environment because there is no contamination of the ground water, and it is possible to provide a cement product which is remarkably increased in strength and stabilized for a long time.

Also, according to the present invention, it is possible to provide a grouting method which can use less sodium silicate.

According to one embodiment of the present invention, a chemical solution which can be separately prepared according to the purpose of injecting a state of the ground is divided into a pellet, a pulp, and a porosity according to the bedding condition, And a method of grouting using the prepared chemical liquid. This allows the gel time to be adjusted from a few seconds to a few minutes,

According to an embodiment of the present invention, a grouting method using a chemical solution resistant to salt can be provided. Therefore, it is possible to provide a grouting method in which the strength is not lowered in the water.

Further, according to an embodiment of the present invention, it is possible to provide a detachable extension steel pipe structure in which the rear end of a steel pipe can be easily separated after the chemical solution is hardened, and a grouting method using the same.

The effects obtained by the present invention are not limited to the above-mentioned effects, and other effects not mentioned can be clearly understood by those skilled in the art from the following description will be.

BRIEF DESCRIPTION OF THE DRAWINGS Fig. 1 is a flow chart showing a method for producing liquid A according to an embodiment of the present invention; Fig.
2 is a cross-sectional view illustrating a cross section of a high-speed stirrer according to an embodiment of the present invention.
3 is a flowchart showing a method of manufacturing a chemical solution for a grouting method according to an embodiment of the present invention.
4 is a flowchart showing a grouting method using a chemical solution according to an embodiment of the present invention.
5 is an exploded perspective view showing the structure of a detachable extension steel pipe according to an embodiment of the present invention.
6 is a sectional view showing a longitudinal section of a detachable extension steel pipe according to an embodiment of the present invention.
7 is a sectional view showing a construction process of a grouting method according to an embodiment of the present invention;

Hereinafter, a grouting method using a magnetic ionized high crystalline silicate chemical solution according to an embodiment of the present invention will be described in detail with reference to the drawings. BRIEF DESCRIPTION OF THE DRAWINGS The advantages and features of the present invention and the manner of achieving them will become apparent with reference to the embodiments described in detail below with reference to the accompanying drawings.

It is to be understood that the present invention is not limited to the embodiments disclosed herein but may be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. To fully disclose the scope of the invention to those skilled in the art, and the invention is only defined by the scope of the claims.

Like reference numerals refer to like elements throughout the specification.

The present invention provides a grouting method which is economical by using less sodium silicate while eliminating the leaching phenomenon that occurs in the conventional water glass system (sodium silicate) grouting, and can work without loss of the injecting agent in the groundwater and sea floor having many ground water. To this end, the chemical liquid A must be prepared before the grouting, and a method for producing the chemical liquid A 'for the production of the chemical liquid A will be described later.

1 is a flow chart showing a method of manufacturing the A 'liquid according to an embodiment of the present invention.

That is, in the high-speed stirrer including at least one magnetic force generating portion provided at the inner circumference of the cylindrical body and rotating in the body, water and sodium silicate may be stirred to produce A 'liquid.

First, as a magnetically ionized high crystalline silicate chemical solution, chemical solution A 'is produced in a manufacturing plant, which is composed of a water glass dilution stirrer, a high speed stirrer, and a storage stirrer.

First, a waterglass diluting stirrer can dilute sodium silicate in water to prepare a mixed solution of water and sodium silicate (S110). For example, a waterglass diluting stirrer is equipped with a capacity of 200 to 1,000 liters, 70 to 90 volume percent of water and 10 to 30 volume percent of sodium silicate can be mixed therein. In practice, it is most preferable to mix 150 to 170 liters of water and 30 to 50 liters of sodium silicate. This means that the content ratio of sodium silicate is significantly lower than that in the conventional grouting where 100 liters of sodium silicate and 100 liters of water are mixed. This has the advantage of minimizing the leaching phenomenon and maximizing the degree of ionization with the chemical solution B by maximizing the degree of magnetic ionization as described below.

On the other hand, the mixed solution is rotated by using the rotating part so that the maximum speed is equal to or higher than a predetermined speed (S120). In the state where the mixed solution is free, the mixed solution is ionized by using the magnetic force generating part, (S130).

That is, the mixed chemical liquid is ionized in the high-speed stirrer 70. 2 is a cross-sectional view illustrating a high-speed agitator according to an embodiment of the present invention, and the structure of the high-speed agitator will be described later with reference to FIG.

That is, as shown in FIG. 2, the high-speed agitator may include a rotating body 71 having a cylindrical body and rotating at a high speed. Particularly, at least two or more magnetic force generating portions 72 are included in the cylindrical inner periphery of the cylindrical body. When the rotating portion rotates at a high speed of 100 rpm or more and the inner chemical liquid 75 is released, So that the degree of anionization can be maximized. The ionized silicate chemical solution is stored in a storage tank (low-speed stirrer) rotating at a low speed of 400 to 1,000 liters of storage capacity as the A 'solution and the rotation part contained therein is less than 100 rpm. Since the ionization silicate chemical solution is ionized, the magnetic ionization degree becomes lower as the time elapses. Therefore, it is preferable that the actual grouting is manufactured within 24 hours after the construction.

3 is a flowchart illustrating a method of manufacturing a chemical solution for a grouting method according to an embodiment of the present invention.

As shown in FIG. 3, the liquid A may be prepared by stirring the liquid A ', the admixture and the water in the stirrer through the step of producing the liquid A' (S310).

At this time, if the prepared liquid A is 100 volume percent, the volume of the liquid A 'may be 17.5 to 50 volume percent and the water may be 48 to 77.5 volume percent, and the water may be either fresh water or sea water. Preferably, for example, if the water is fresh water, the water may be 72 to 76 volume percent and the A 'liquid may be 20 to 25 volume percent. And, if the water is seawater, the water may be 69 volume percent and the A 'liquid may be 25 volume percent. In addition, in order to make 100 volume% of the prepared liquid A, the remaining volume percentage excluding the liquid A 'and water may be occupied by the admixture, and the admixture may be, for example, 5 to 20 kg By weight. Preferably 40 to 50 L of the A 'liquid, 144 to 152 L of fresh water (138 L of seawater) and 10 to 20 kg of the admixture can be stirred, for example to produce 200 L of the A solution.

On the other hand, the admixture may be a quick-setting admixture or a complete admixture. In the case where the admixture is stirred together with the A 'liquid and water as the rapid setting agent, the admixture may be composed of the A1 liquid agent. And may be composed of the A2 drug solution when stirred.

Such an admixture may include a solidifying agent. The admixture may further comprise a zirconium, an expanding agent, and a stabilizer. That is, in the admixture, the solidifying agent may be 10 to 100 parts by weight, and the delaying agent, swelling agent and buffering agent may be 0 to 30 parts by weight.

The liquid A thus prepared can be stored in a low-speed stirrer for grouting. Further, for the grouting method, the drug solution B together with the drug solution A may be prepared and stored in a low-speed stirrer (S330).

For this purpose, the chemical liquid B can be produced by mixing water and cement at different ratios according to the ground condition and the reinforcement strength. The water may be added to the water to be stirred at a rate of 65 to 90 volume percent and the cement may be added to the water so that the prepared liquid B is 100 volume percent, for example, 30 to 80 kilos of cement added to water and stirred . For example, 120 to 160 kg of cement may be added to 148 to 162 L of water, preferably to produce a total of 200 L of B solution.

4 is a flowchart illustrating a grouting method using a chemical solution according to an embodiment of the present invention. FIG. 5 is an exploded perspective view showing a structure of a detachable extension steel pipe according to an embodiment of the present invention, and FIG. 6 is a perspective view showing a detachable extension pipe according to an embodiment of the present invention, FIG. 7 is a cross-sectional view illustrating a construction process of a grouting method according to an embodiment of the present invention. Referring to FIG.

First, a detachable extension steel pipe used according to an embodiment of the present invention will be described, which will be described later with reference to Figs. 5 and 6. Fig.

The detachable extension steel pipe comprises a main pipe (10) and an extension pipe (20) joined in series. The main pipe 10 is formed of a material having a certain strength or higher, and may be formed of, for example, a steel material. The main pipe 10 is a cylindrical pipe to be inserted into the ground, and includes a pipe head 11 for closing the front end of the main pipe 10 in a substantially conical shape at the front end thereof with respect to the direction of insertion into the ground. A hollow pipe body 13 extending rearwardly from the pipe head 11 by a predetermined length and a plurality of through holes 13 penetrating through the pipe body 13 at a predetermined position so as to discharge a chemical solution from the pipe body 13 to the outside, (14). The main pipe 10 is formed at a rear end of the main pipe 10 and has coupling means for coupling with the extension pipe 20 or the connector 30 to be described later (for example, the first screw thread 13a shown in FIG. 6) And a pipe tail 15 provided with a pipe. Although not shown in the drawing, a counterflow prevention valve may be provided in each of the plurality of through holes 14 so that the chemical solution flowing out from the inside of the steel pipe 100 does not flow back into the steel pipe 100. That is, the through hole 14 may be formed so that the chemical liquid flows only from the inside to the outside.

The extension pipe 20 is connected to the pipe tail 15 side of the main pipe 10 and is a cylindrical member formed of a steel material such as the main pipe 10 or a synthetic resin. At this time, a double pipe parker 60 to be described later is inserted into the cylindrical space in the main pipe 10 and the extension pipe 20. The extension pipe 20 includes at least two elongated members 21 and 23 each having an arcuate shape whose cross section perpendicular to the longitudinal direction has a central angle of 180 degrees or less. For example, as shown in FIG. 5, it may include a first elongated member 21 and a second elongated member 23, each of which has a semicircular arcuate shape with a central angle of 180 degrees. At this time, the sum of the central angles of the arc-shaped cross-sections of all the extension members is 360 degrees, thereby forming a cylinder shape when all of the extension members are joined. The plurality of extension members 21 and 23 as such integrally include one coupling means for coupling with the main pipe 10 or a connector 30 to be described later as a whole, (Second thread 21a, third thread 23a) formed on the outer periphery of the front end of the extension members 21, The reason why the extension pipe 20 is formed of a plurality of extension members as described above is that the double pipe parker 60 to be described later is inserted into the steel pipe 100 and the chemical solution is injected. Then, when the chemical solution hardens, So that the extension pipe 20 containing the chemical liquid can be easily disassembled.

In addition, in coupling the main pipe 10 and the extension pipe 20 in the steel pipe 100, the two components may be directly coupled to each other. However, as shown in the drawing, So that they can be indirectly connected. The connector 30 is a ring member having an outer diameter corresponding to the inner diameter of the main pipe 10 and an inner diameter corresponding to the outer diameter of the extension pipe 20, 10 and a fifth thread 30b for engaging with the extension pipe 20 may be formed on the inner periphery of the fourth thread 30a. The inner circumference of the front end of the connector 30 may be formed with a first tapered surface 30b inclined toward the rear end with respect to the inserting direction of the steel pipe 100. The tapered surface 30b is for guiding the rearward movement of the double pipe parker 60 so as to facilitate injection of the chemical solution while moving the double pipe parker 60 to be described later. At this time, the second tapered surfaces 21b and 23b are formed on the inner peripheral edge of the front end of the extension pipe 20 in addition to the first tapered surface 30b formed on the inner peripheral edge of the connector 30, As shown in the figure, one tapered surface may be formed as a whole.

Further, the steel pipe 100 according to the embodiment of the present invention may further include a plug 40. The plug (40) is a ring-shaped member to be fitted on the outside of the extension pipe (20), and is composed of two ring-shaped circular plates of the same shape and a cylinder connecting the inner circumference of the ring- And a ring-shaped expanding member 43 that is expanded when the air is injected through the air tube 43a. The plug 40 is disposed between the extension pipe 20 and the perforation hole B formed in the ground so that the chemical solution flowing between the steel pipe 100 and the perforation hole B, B) It prevents leakage to the outside. In this case, it is possible to prevent the external working environment from being deteriorated by leaking the chemical solution in the perforation hole B to the outside, and to prevent the ground strengthening effect from being reduced.

Meanwhile, the steel pipe 100 according to the embodiment of the present invention may further include a ball valve 50. The ball valve 50 is coupled to the rear end of the extension pipe 20 and can be selectively opened and closed.

As shown in FIG. 7, the double pipe parker 60 is inserted into the steel pipe 100 according to the embodiment of the present invention to perform the grouting method. At this time, the double pipe parker 60 is used for sequentially grouting the inside of the steel pipe 100 into a plurality of areas. The double pipe parker 60 includes an inner pipe 61 and an outer pipe 63 and an air parker (not shown) disposed between the outer pipe 63 and the inner periphery of the pipe body 13. At this time, the double pipe parker 60 injects the chemical liquid of different ratios between the inside of the inner pipe 61, the inner pipe 61 and the outer pipe 63 and inflates the volume by injecting air into the air parker, Can be prevented from being eluted out of the forward part on the basis of.

The grouting method using the steel pipe 100 according to the embodiment of the present invention and the double pipe parker 60 as described above will be described with reference to FIG. 4. First, the perforation hole B can be drilled in the ground E . The ground may be a weak flat ground or a soft ground in a tunnel construction site. The diameter of the perforation hole B is formed to be larger than the diameter of the steel pipe 100 and the length of the perforation hole B is longer than the length of the main pipe 10 and shorter than the entire length of the steel pipe 100 .

The steel pipe 100 according to the embodiment of the present invention, that is, a steel pipe with a detachable extension structure can be inserted into the thus formed perforation hole B (S410). When the insertion of the steel pipe 100 is completed, a part of the rear end of the extension pipe 20 of the steel pipe 100 is partially exposed to the outside of the hole B. [ At this time, the double pipe parker 60 may be already inserted into the steel pipe 100.

The plug 40 is positioned at the inlet side of the perforation hole B while the steel pipe 100 is fixed in the perforation hole B and the air is injected into the expansion member 43, The volume of the member 43 is increased so that the expansion member 43 is fitted tightly at the entrance of the perforation hole B. However, the process of injecting air into the expansion member 43 of the plug 40 may be performed at any stage before injecting the chemical solution through the double pipe parker 60.

If the double pipe parker 60 is not inserted into the steel pipe 100 when inserting the steel pipe 100 into the hole B, the double pipe parker 60 is inserted from the rear end of the extending pipe 20 into the steel pipe 100, (Step S420).

When the double pipe parker 60 reaches the proper insertion position, air is injected into the air parker to fix the double pipe parker 60. When sufficient air is injected into the air parker, the chemical solution can be injected into the steel pipe 100 through the inner pipe 61 of the double pipe parker 60 and the inner pipe 61 and the outer pipe 63 at step S430. The chemical liquid permeates from the front end of the double pipe parker 60 through the inside of the steel pipe 100 and the through hole 14 to the ground E.

After the chemical solution is injected, air is drained again from the air pipe of the double pipe parker (60), the double pipe parker (60) is moved backward, and the air parker is filled with air again to inject the chemical solution.

That is, the double pipe parker 60 can be moved stepwise backwards and the chemical solution can be injected.

7, the liquid A1 is initially introduced into the outer tube 63, the liquid B is injected into the inner tube 61, the double tube parker 60 is drawn out to a predetermined height, And a method of injecting liquid B into the inner tube 61 can be repeated several times. In this case, the amount of the injected liquid A may be 30 to 70 volume percent and the volume of the liquid B may be 30 to 70 volume percent, preferably, each of the liquid A and liquid B may be 50 volume percent.

Particularly, the inner pipe may further include a cylindrical air pipe. In this case, the chemical liquid is injected and air is injected at the same time to form an infiltration channel in the ground layer by air pressure, and oxygen is mixed with the liquid A and liquid B, Time can be shortened. In other words, since both of the short gel time and the high strength can be obtained simultaneously, it is possible to form a water wall having sufficient strength even in water-rich strata and sea surface without using mortar or concrete. In addition, according to one embodiment of the present invention, addition of a quick-setting agent and a completion agent to the liquid A 'can eliminate leaching phenomenon and enable ripening and pulse-phase injection have.

The double pipe parker 60 may be removed from the steel pipe 100 and the extension pipe 20 may be removed from the main pipe 10 or the connector 30 ). At this time, if the extension pipe 20 can not be separated easily, the extension members 21 and 23 may be disassembled after the plug 40 is removed.

Thus, when the extension pipe 20 is removed, the excavation path is not covered and the excavation construction is easy to perform, and the removed extension pipe 20 can be recycled.

However, it goes without saying that the means for injecting the chemical solution in the grouting method using the steel pipe 100 according to the embodiment of the present invention may be replaced by means other than the double pipe parker 60 described above.

It will be understood by those skilled in the art that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. It is therefore to be understood that the above-described embodiments are illustrative in all aspects and not restrictive. The scope of the present invention is defined by the appended claims rather than the foregoing detailed description, and all changes or modifications derived from the meaning and scope of the claims and the equivalents thereof are included in the scope of the present invention Should be interpreted.

100: steel pipe 10: main pipe
11: Pipe head 13: Pipe body
14: Through hole 15: Pipe tail
20: extension pipe 21: first extension member
23: second extension member 30: connector
40: plug 41: plug ring
43: Expansion member 50: Ball valve
60: Double pipe Parker 61: Inner pipe
63: Appearance 66: Air pipe
70: High-speed stirrer
71: rotation part 72: magnetic force generation part
75: Solution

Claims (12)

(A) preparing a solution A 'by stirring water and sodium silicate in a high-speed stirrer including at least one magnetic force generating part provided in the inner periphery of the cylindrical body and rotating inside the body;
(B) stirring the A 'liquid, the admixture and water in an agitator to prepare liquid A;
(C) stirring the cement and water in an agitator to prepare liquid B;
(D) storing each of the prepared liquid A and liquid B in a low-speed stirrer,
In the liquid A,
And if the prepared liquid A is 100 volume percent, the admixture is 2 to 5 volume percent. The method according to claim 1,
The step (A)
(A1) diluting sodium silicate with water to prepare a mixture of water and sodium silicate;
(A2) rotating the mixed liquid by rotating the rotating body such that the maximum speed is equal to or higher than a predetermined speed; And
(A3) a step of ionizing the mixed solution using the magnetic force generating part in the state where the mixed solution is free, thereby producing the liquid A '. 3. The method of claim 2,
In the step (A1)
A method for producing a chemical solution for a grouting method, which is prepared by diluting 10 to 30 volume percent of sodium silicate to 70 to 90 volume percent of water. 3. The method of claim 2,
Wherein the rotating portion is rotated to have a maximum speed of 100 rpm or more. delete The method according to claim 1,
Characterized in that the admixture comprises a solidifying agent. The method according to claim 6,
Wherein the admixture further comprises a geotextile, a swelling agent, and a bimetallic agent. The method according to claim 1,
Wherein if the B liquid prepared in the step (C) is 100 volume percent, the water is 65 to 90 volume percent. A grouting method using the liquid A and liquid B according to claim 1,
(E) inserting a cylindrical steel pipe having a plurality of through holes, the plurality of through holes being opened at the rear end of the perforation hole formed in the ground, with respect to the inserting direction into the perforation hole;
(F) inserting an injection tube for injecting the liquid A and the liquid B stored in the low-speed stirrer into the steel pipe; And
(G) stepping out the injection tube stepwise and injecting the liquid A and liquid B through the injection tube, respectively. 10. The method of claim 9,
Wherein each of the injected liquid A and liquid B is 50 volume percent. 10. The method of claim 9,
Wherein the steel pipe comprises a cylindrical main pipe having a plurality of through holes and a rear end opened in the inserting direction with respect to the inserting direction and at least two elongated protrusions each having a circular cross section perpendicular to the longitudinal direction, And a total of the central angles of the arc-shaped cross-sections of all the elongated members is 360 degrees and is connected in series to the open rear end of the main pipe to form one pipe together with the main pipe Respectively,
(H) separating and removing the extension pipe from the main pipe when the chemical liquid injected in step (G) is cured. 10. The method of claim 9,
Wherein the injection pipe comprises a cylindrical inner pipe, a cylindrical outer pipe having a larger diameter than the inner pipe and having the inner pipe disposed therein, and an outer pipe disposed between the outer pipe and the inner pipe of the main pipe, A double-pipe parker including an air-parker that contracts,
The method of claim 1, wherein the step (G) comprises moving the double pipe parker toward the rear with respect to the direction of insertion into the perforation hole, fixing the injection pipe to the inner periphery of the main pipe with the air parker, And injecting the liquid A into the outer surface of the injection tube. The grouting method using the magnetic ionized high crystalline silicate chemical liquid.

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