KR100554946B1 - Reinforced retainaing wall - Google Patents

Abstract

The present invention includes a plurality of surface material blocks 100 which are formed on the upper and lower side reinforcing member insertion grooves 110 and form a block structure by construction; A left and right reinforcement member 200 inserted into the left and right reinforcement member insertion grooves 110; Gap filling means (300) for filling a gap between the left and right reinforcement member (200) and the left and right reinforcement member insertion groove (110); Front and rear reinforcement member 210, the front end is fixed to the block 100 or the left and right reinforcement member 200 by the reinforcing member fixing means 400, the rear end is supported by the front and rear reinforcing member supporting means 500 Wow; A reinforcing soil 600 which is filled and compacted in the rear space of the surface material block 100 to support the rear soil and the front and rear reinforcing member supporting means 500; By providing a reinforced earth retaining wall, it is possible to more stably and firmly prevent deformation of the surface material block structure constructed against earthquakes and other harmful external forces.

Retaining wall, reinforcement soil, gap filling, coating

Description

Gusset retaining wall {REINFORCED RETAINAING WALL}

1 to 13 show an embodiment of the present invention,

1 is a perspective view of a first embodiment of a reinforced earth retaining wall

2 is an exploded perspective view of a first embodiment of a reinforced soil retaining wall;

3 is a cross-sectional view of a first embodiment of a reinforced earth retaining wall

4 is a perspective view of a first embodiment of the covering part;

5 is a perspective view of a second embodiment of the covering part;

6 is a perspective view of a reinforcement pipe

7 is an exploded perspective view of a second embodiment of a reinforced soil retaining wall;

8 is a perspective view of a filling member

9 is a perspective view of a coating part of a bending section;

10 is an exploded perspective view of a filling member in a bending section;

11 is a plan view of a hook which is an embodiment of the reinforcing member connecting means

12 is a plan view of an o-ring which is an embodiment of the reinforcing member connecting means;

Figure 13 is a plan view of the chain which is an embodiment of the reinforcing member connecting means

14 is a cross-sectional view showing the structure of a conventional reinforced earth retaining wall

** Description of the symbols for the main parts of the drawings **

100: surface material block 110: left and right reinforcing member insertion groove

120: front and rear reinforcement member insertion groove 200: left and right reinforcement member

210: front and rear reinforcement member 211: connecting portion

300: gap filling means 310: covering part

320: reinforcing pipe 321: through hole

322: connection hole 330: filling member

331: left and right reinforcing member fixing groove 332: connection portion

340a, 340b: a pair of filling member 341: left and right reinforcing member fixing groove

342: connecting portion 400: reinforcing member fixing means

400a: reinforcing member connecting means 410: hook

411: fitting opening 412: closing pin

420: o-ring 421: through hole

430: chain 431: through hole

500: reinforcing member support means 510: anchor block

600: reinforcement soil

The present invention relates to a reinforcement soil retaining wall, and more particularly, to a method for installing a retaining wall of a more stable and rigid structure using a block, reinforcement soil and a reinforcing member.

14 is a cross-sectional view showing the structure of a conventional reinforced earth retaining wall.

As shown, the conventional reinforcement earth retaining wall has a plurality of surface material blocks (2) are constructed with a predetermined space from the rear soil (1), and the front and rear directions in which the rear end is fixed to the rear soil (1) or anchor (not shown) The front end portion of the reinforcing member 3 is fixed to the surface material block 2, and the reinforcement soil 4 is filled and compacted in the space between the rearing soil 1 and the surface material block 2, whereby the surface material block 2 It is structured to prevent collapse.

Since the reinforced earth retaining wall is evaluated as having excellent economic and mechanical stability compared to the concrete gravity retaining wall, it is being constructed by various modifications.

For example, the structure of the surface material block (2), the front and rear reinforcement member (3) is modified, or the fixing method for the surface material block (2), reinforcement soil (4), rear soil (1) of the front and rear reinforcement member (3). For example, such as installing a left and right reinforcing member (not shown) to prevent deformation or deformation of the structured surface material block 2 structure.

However, in the conventional reinforcement earth retaining wall having a structure reinforced by the front-rear reinforcing member 3 and the left-right reinforcing member, the deformation of the structure of the surface material block 2 constructed against the earthquake and other harmful external forces is assuredly ensured. It has been pointed out as a problem because no means to prevent it have been developed.

That is, even if the protrusions and recesses are formed on the upper and lower surfaces of the surface material block 2, respectively, and the deformation of the structure of the surface material block 2 is prevented by the combination of the protrusions and the recesses, the surface material block 2 is basically a concrete or brittle. Since it is formed of a material, even if a small stress concentration is applied, the protrusion is easily broken, and thus a problem of difficulty in obtaining the required strength has been raised.

Further, in the construction and compaction of the surface material of each layer of the reinforced soil retaining wall, longitudinal and lateral loads are applied by vibration of the compaction equipment, which causes initial cracking and decreases the strength of the structure. As a result, it is more adversely affecting the strength of the structure than the ex post load such as an earthquake. Therefore, there has been a great demand for the provision of means for securing the stability of the reinforced earth retaining wall structure from such harmful external forces.

It is an object of the present invention to propose a reinforcement earth retaining wall having a structure that can more stably and firmly prevent deformation of the surface material block structure constructed against earthquakes and other harmful external forces by solving the above problems.

In order to achieve the object as described above, the present invention provides a plurality of surface material blocks (100) for forming a block structure by forming the left and right reinforcing member insertion grooves (110) on the upper and lower surfaces; A left and right reinforcement member 200 inserted into the left and right reinforcement member insertion grooves 110; Gap filling means (300) for filling a gap between the left and right reinforcement member (200) and the left and right reinforcement member insertion groove (110); Front and rear reinforcement member 210, the front end is fixed to the block 100 or the left and right reinforcement member 200 by the reinforcing member fixing means 400, the rear end is supported by the front and rear reinforcing member supporting means 500 Wow; A reinforcing soil 600 which is filled and compacted in the rear space of the surface material block 100 to support the rear soil and the front and rear reinforcing member supporting means 500; Present the reinforcement retaining wall containing.

Here, the surface material block 100 preferably takes a structure further provided with a front and rear reinforcing member insertion groove 120 formed in the front and rear direction on the upper surface or the lower surface.

In addition, the block 100 preferably has a structure further provided with a front and rear reinforcing member insertion groove 120 formed in the front and rear directions on its upper and lower surfaces.

In addition, the gap filling means 300 may be formed by a material selected from the group consisting of epoxy, mortar, concrete.

In addition, the gap filling means 300 may have a structure in which the surface of the left and right reinforcing member 200 is covered by a coating material 310 formed.

In addition, the covering part 310 may be formed in at least one of a straight section, a curved section, and a bending section of the left and right reinforcing members 200.

In addition, the coating part 310 may be formed of a material selected from the group consisting of concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone.

In addition, the transverse cross-section of the left and right reinforcing member insertion groove 110 and the covering portion 310 preferably has a rectangular structure.

In addition, the coating part 310 may be formed at the connection part of the left and right reinforcement member 200.

Here, the left and right reinforcement member 200 connected by the covering part 310 preferably takes a lap structure inside the covering part 310.

In addition, the left and right reinforcement member 200 is the cover portion 310 in order to fix the left and right reinforcement member 200 and the front and rear reinforcement member 210 by the reinforcing member fixing means 400. And a connection part 211 formed in an area between the coating part 310 and the cover part 310.

In addition, the gap filling means 300 may have a structure of a reinforcing pipe 320 in which a through hole 321 of the front and rear reinforcing member 210 is formed in a core portion.

In addition, the reinforcement pipe 320 may be installed in at least one of a straight section, a curved section and a bending section of the left and right reinforcing members 200.

In addition, the cross-section of the left and right reinforcing member insertion groove 110 and the reinforcing pipe 320 preferably has a rectangular structure.

In addition, the reinforcing pipe 320 has a structure further provided with a connection hole 322 formed to fix the left and right reinforcement member 200 and the front and rear reinforcement member 210 by the reinforcing member fixing means 400. Can be taken.

In addition, the gap filling means 300 may have a structure that is a filling member 330 is formed with a left and right reinforcing member fixing groove 331 on one surface.

Here, the filling member 330 may be installed in at least one of a straight section, a curved section and a bending section of the left and right reinforcement members 200.

In addition, the filling member 330 may be formed by a material selected from the group consisting of concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone.

In addition, the transverse cross-section of the left and right reinforcement member insertion groove 110 and the filling member 330 preferably has a rectangular structure.

Also, an area between the filling member 330 and the filling member 330 in order to fix the left and right reinforcing member 200 and the front and rear reinforcing member 210 by the reinforcing member fixing means 400. It may take a structure further provided with a connecting portion 332 formed in.

In addition, the gap filling means 300 may be implemented by a pair of filling members 340a and 340b having left and right reinforcing member fixing grooves 341 formed on opposite surfaces, respectively.

Here, the pair of filling members 340a and 340b may be installed in at least one of a straight section, a curved section and a bending section of the left and right reinforcement members 200.

In addition, the pair of filling members 340a and 340b may be formed of a material selected from the group consisting of concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, and stone.

In addition, the transverse cross-section of the left and right reinforcing member insertion groove 110 and the pair of filling members 340a and 340b preferably has a rectangular structure.

In addition, in order to fix the left and right reinforcing member 200 and the front and rear reinforcing member 210 by the reinforcing member fixing means 400, a pair adjacent to the pair of filling members (340a, 340b) It may take a structure further comprising a connecting portion 342 formed in the area between the filling member (340a, 340b).

In addition, the left and right reinforcement member 200 or the front and rear reinforcement member 210 may be formed by a material selected from the group consisting of reinforcing steel, steel wire, stranded wire, iron wire, plastic, reinforced plastic, wire.

In addition, the left and right reinforcement member 200 or the front and rear reinforcement member 210 may have a straight structure.

In addition, the left and right reinforcement member 200 or the front and rear reinforcement member 210 may have a spiral twist structure made of steel wire or strand wire material.

In addition, the left and right reinforcement member 200 or the front and rear reinforcement member 210 may have a pipe structure.

In addition, the reinforcing member fixing means 400 may be implemented by the reinforcing member connecting means 400a formed at the front end of the front and rear reinforcing member 210 to be connected to the left and right reinforcing member 200.

Here, the reinforcing member connecting means 400a may be implemented by a hook 410 having a fitting opening 411.

In addition, the hook 410 preferably takes a structure further provided with a closing pin 412 for closing the fitting opening 411.

In addition, the reinforcing member connecting means 400a may be implemented by an o-ring 420 in which a through hole 421 of the left and right reinforcing members 200 is formed in the core portion.

In addition, the reinforcing member connecting means 400a may be implemented by a chain 430 in which a through hole 431 of the left and right reinforcing members 200 is formed in the core portion.

In addition, the front and rear reinforcing member support means 500 may be implemented by the anchor block (510).

Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings.

1 to 13 are shown with respect to the embodiment of the present invention, Figure 1 is a perspective view of a first embodiment of the reinforcement earth retaining wall, Figure 2 is an exploded perspective view of a first embodiment of the reinforcement earth retaining wall, Figure 3 is a first 4 is a perspective view of a first embodiment of the covering, FIG. 5 is a perspective view of a second embodiment of the covering, FIG. 6 is a perspective view of the reinforcing pipe, FIG. 7 is an exploded perspective view of a second embodiment of the retaining soil retaining wall, and FIG. 9 is a perspective view of the covering part of the bending section, FIG. 10 is an exploded perspective view of the filling member of the bending section, FIG. 11 is a plan view of a hook which is an embodiment of the reinforcing member connecting means, and FIG. 12 is a view of the reinforcing member connecting means. A top view of an o-ring as one embodiment, FIG. 13 is a top view of a chain as an embodiment of the reinforcing member connecting means.

As shown, the reinforcement earth retaining wall according to the present invention is largely the surface material block 100, left and right reinforcement member 200, front and rear reinforcement member 210, gap filling means 300, reinforcing member fixing means 400, It is composed of the front and rear direction reinforcing member support means 500, reinforcement soil 600.

That is, in the conventional reinforced earth retaining wall has been pointed out as a problem in that no means for effectively preventing deformation of the structure of the surface material block 100 has been pointed out as a problem, the present invention is left and right on the upper and lower surfaces of the surface material block 100. The direction reinforcement member insertion groove 110 is formed, and when the block 100 is constructed, the left and right reinforcement member 200 is inserted into the reinforcement member insertion hole formed by the meeting of the left and right reinforcement member insertion grooves 110. In addition, by filling the gap between the left and right reinforcing member 200 and the reinforcing member insertion hole by the gap filling means 300, it is possible to prevent the relative displacement between the blocks 100, which is ultimately built in the upper and lower layers. The biggest technical feature is that it exists.

Accordingly, the present invention basically includes a plurality of surface material blocks 100 having a reinforcing member insertion groove 110 formed on upper and lower surfaces, and forming a block structure by construction; A left and right reinforcement member 200 inserted into the left and right reinforcement member insertion grooves 110; Gap filling means (300) for filling a gap between the left and right reinforcement member (200) and the left and right reinforcement member insertion groove (110); Front and rear reinforcement member 210, the front end is fixed to the block 100 or the left and right reinforcement member 200 by the reinforcing member fixing means 400, the rear end is supported by the front and rear reinforcing member supporting means 500 Wow; A reinforcing soil 600 which is filled and compacted in the rear space of the surface material block 100 to support the rear soil and the front and rear reinforcing member supporting means 500; It is configured to include.

Here, for more stable fixing of the front and rear reinforcing member 210 and the block 100, the front and rear reinforcing member insertion groove 120 is formed on the upper or lower surface of the surface material block 100 in the front and rear directions can be taken. As in the case of the left and right reinforcing member insertion grooves 110, the front and rear reinforcing member insertion grooves 120 may be formed on the upper and lower surfaces of the block 100 in the front and rear directions.

In addition, the front and rear reinforcing member support means 500 is sufficient if the rear end of the front and rear reinforcing member 210 is supported by the rear soil or reinforcement soil 600, the method of directly inserting and fixing the rear end to the rear soil, The anchor block 510 may be formed at the rear end thereof, and the anchor block 510 may be supported by the reinforcing soil 600, or any other method.

Hereinafter, an embodiment of the gap filling means 300 will be described.

First, the method of filling the reinforcing member insertion hole formed by the meeting of the left and right reinforcing member insertion groove 110 when filling the block 100 by the filler including epoxy, mortar, concrete and grouting material can be used. have.

Second, as shown in FIGS. 1 to 5, the surface of the reinforcing member 200 in the left and right direction is coated with a covering material such as concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone, and the coating part 310. The gap can be filled by forming ().

The covering part 310 may be formed not only in a straight section of the left and right reinforcing members 200 but also in a curved section or a bending section as shown in FIGS. 9 and 10.

The covering part 310 is inserted into the left and right reinforcing member insertion grooves 110 of the block 100 constructed above and below the covering part 310 to prevent relative displacement of the block 100. Regardless of which, in this embodiment, the cross-section of the left and right reinforcement member insertion groove 110 and the cover portion 310 has a rectangular structure.

In addition, as shown in FIGS. 4 and 5, the covering part 310 may be formed at the connection part of the left and right reinforcing members 200 to serve as a joint structure of the reinforcing member, and in this case, a more stable fixing structure. In order to achieve this, as shown in FIG. 5, the left and right reinforcing members 200 connected by the covering part 310 may preferably take a lap structure inside the covering part 310.

In addition, a structure for fixing the left and right reinforcing member 200 and the front and rear reinforcing member 210 by the reinforcing member fixing means 400 is required, for this purpose, as shown in FIG. It is preferable to take the structure in which the connection part 211 is formed in the area | region between the and the cover part 310.

Third, as shown in FIG. 6, the gap filling means 300 may be implemented by a reinforcing pipe 320 in which a through hole 321 of the front and rear reinforcing member 210 is formed at a core portion.

The reinforcement pipe 320 may be installed in a curved section and a bending section as well as a straight section of the left and right reinforcing members 200.

The reinforcement pipe 320 is inserted into the left and right reinforcing member insertion grooves 110 of the block 100 constructed above and below the reinforcement pipe 320 so as to prevent any relative displacement of the block 100. Regardless of whether the cross section of the reinforcing member insertion groove 110 and the reinforcing pipe 320 has a rectangular structure, the present embodiment is presented.

In addition, when the reinforcing pipe 320 has a structure in which the connection hole 322 is formed, the front and rear portions of the reinforcing member fixing unit 400 and the front and rear reinforcing member 210 are inserted through the connection hole 322, thereby Fixation of the direction reinforcement member 210 and the left and right reinforcement member 200 can be made stable.

Fourth, as shown in Figure 7, the gap filling means 300 is formed with a left and right reinforcing member fixing groove 331 on one surface, concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone, etc. It can be implemented by the filling member 330 manufactured by the material.

The filling member 330 has a left and right reinforcing member fixing groove 331 is formed on one surface, the left and right reinforcing member 200 is inserted and fixed in the fixing groove 331, the filling member 330 itself Since the structure is inserted into the left and right reinforcement member insertion groove 110 of the block 100, as shown in Figure 7, the left and right reinforcement member 200 is mounted from the upper side of the filling member 300 It may take the structure, it may take the structure mounted from the opposite direction, and you may take the structure mounted from the side.

In addition, the filling member 330 may be applied to not only a straight section of the left and right reinforcing member 200 but also a curved section and a bending section.

In addition, the filling member 330 of the present embodiment also has any structure so as to prevent the lateral displacement of the block 100 to be built on the upper and lower layers, any of which, in Figure 7 the left and right reinforcing member insertion groove 110 and The case where the cross section of the filling member 330 has a rectangular structure is illustrated.

In addition, a structure for fixing the left and right reinforcing member 200 and the front and rear reinforcing member 210 by the reinforcing member fixing means 400 is required, for this purpose, as shown in Figure 7, the filling member 330 It is preferable to take a structure in which the connecting portion 332 is formed in the area between the and the filling member 330.

Fifth, as shown in FIGS. 8 and 10, the gap filling means 300 may be implemented by a pair of filling members 340a and 340b having left and right reinforcing member fixing grooves 341 formed on opposite surfaces, respectively. Can be.

The pair of filling members 340a and 340b are coupled to both sides of the left and right reinforcing members 200 so that the incision surface is formed in the transverse direction, and the block 100 is constructed on the upper and lower layers in such a state. By inserting in the left and right reinforcing member insertion groove 110, it is possible to achieve the object of the present invention to prevent the lateral displacement of the block structure.

In addition, the pair of filling members 340a and 340b may be manufactured by materials such as concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone, and the like. It can be applied to any section, curve section or bending section.

In addition, the pair of filling members 340a and 340b according to the present exemplary embodiment may be any structure so as to prevent lateral displacement of the block 100 constructed on the upper and lower layers. The case where the cross section of the member insertion groove 110 and the pair of filling members 340a and 340b has a rectangular structure is illustrated.

In addition, since a structure for fixing the left and right reinforcement member 200 and the front and rear reinforcement member 210 by the reinforcing member fixing means 400 is necessary, a pair adjacent to the pair of filling members 340a and 340b. It is preferable to take a structure in which the connecting portion 342 is formed in the area between the filling members 340a and 340b.

Hereinafter, materials and structures of the left and right reinforcing members 200 and the front and rear reinforcing members 210 will be described.

Such reinforcement members 200 and 210 may be generally implemented by reinforcing bars, but may be implemented by steel wires, strands, iron wires, plastics, reinforced plastics, wires, and the like, depending on the use, structure, and construction conditions of the reinforcement earth retaining walls.

In addition, the left and right reinforcement member 200 or the front and rear reinforcement member 210 may be implemented by a structure such as a spiral structure, a pipe structure or the like by a straight structure, steel wire or strand wire material.

Hereinafter, the reinforcing member fixing unit 400 will be described.

This may be any structure as long as the front end portion of the front and rear reinforcement member 210 can be fixed to the block 100 or the left and right reinforcement member 200, but as described below, the front and rear reinforcement member 200 may be connected to the left and right reinforcement member 200. It is preferably implemented by the reinforcing member connecting means (400a) formed in the front end of the directional reinforcing member 210, the specific embodiment is as follows.

First, as shown in Figure 11, the reinforcing member connecting means 400a can be implemented by a hook 410 having a fitting opening 411, which is to close the fitting opening 411 It is more preferable to take the structure further provided with the closing pin 412 for.

Second, as shown in FIG. 12, the reinforcing member connecting means 400a may be implemented by an o-ring 420 in which a through hole 421 of the left and right reinforcing member 200 is formed at a core portion.

Third, as shown in FIG. 13, the reinforcing member connecting means 400a may be implemented by a chain 430 formed with a through hole 431 of the left and right reinforcing members 200 in the core portion.

The present invention proposes a reinforced earth retaining wall of a structure that enables to more stably and firmly prevent deformation of the surface material block structure constructed against earthquakes and other harmful external forces.

Claims (35)

A plurality of surface member blocks 100 having upper and lower reinforcing member insertion grooves 110 formed therein and forming a block structure by construction; A left and right reinforcement member 200 inserted into the left and right reinforcement member insertion grooves 110; Gap filling means (300) for filling a gap between the left and right reinforcement member (200) and the left and right reinforcement member insertion groove (110); Front and rear reinforcement member 210, the front end is fixed to the block 100 or the left and right reinforcement member 200 by the reinforcing member fixing means 400, the rear end is supported by the front and rear reinforcing member supporting means 500 Wow; A reinforcing soil 600 which is filled and compacted in the rear space of the surface material block 100 to support the rear soil and the front and rear reinforcing member supporting means 500; Reinforced earth retaining wall containing. The method of claim 1, The surface material block 100 is Reinforcing soil retaining wall further comprises a front and rear reinforcing member insertion groove 120 formed in the front and rear direction on the upper or lower surface. The method of claim 1, The block 100 is Reinforcing soil retaining wall further comprises a front and rear reinforcing member insertion groove 120 formed in the front and rear directions on its upper and lower surfaces. The method of claim 1, The gap filling means 300 is Reinforced earth retaining wall, characterized in that formed by the material selected from the group consisting of epoxy, mortar, concrete. The method of claim 1, The gap filling means 300 is Reinforcement earth retaining wall, characterized in that the surface of the left and right reinforcing member 200 is a coating portion 310 formed by coating with a covering material. The method of claim 5, The covering part 310 is reinforced soil retaining wall, characterized in that formed in at least one of a straight section, a curved section and a bending section of the left and right reinforcement member 200. The method of claim 6, The covering part 310 is reinforced soil retaining wall, characterized in that formed by a material selected from the group consisting of concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone. The method of claim 6, Reinforcing soil retaining wall, characterized in that the cross-section of the left and right reinforcement member insertion groove 110 and the covering portion 310 has a rectangular structure. The method of claim 6, The covering portion 310 is reinforced soil retaining wall, characterized in that also formed in the connecting portion of the left and right reinforcement member (200). The method of claim 9, Reinforcement earth retaining wall, characterized in that the left and right reinforcement member 200 is connected by the covering portion 310 takes a layered structure in the covering portion 310. The method of claim 6, The left and right reinforcing members 200 and the cover portion 310 and the blood to ensure that the left and right reinforcing member 200 and the front and rear reinforcing member 210 is fixed by the reinforcing member fixing means 400. Reinforcement earth retaining wall, characterized in that it further comprises a connection portion 211 formed in the region between the abdomen (310). The method of claim 1, The gap filling means 300 is Reinforcement earth retaining wall, characterized in that the reinforcing pipe 320 is formed with a through-hole 321 of the front and rear reinforcement member 210 in the core. The method of claim 12, The reinforcing pipe 320 is reinforced soil retaining wall, characterized in that installed in at least one of the straight section, curved section and bending section of the left and right reinforcement member (200). The method of claim 13, Reinforcement earth retaining wall, characterized in that the cross-section of the left and right reinforcement member insertion groove 110 and the reinforcement pipe 320 has a rectangular structure. The method of claim 12, The reinforcing pipe 320 is further characterized in that the connection hole 322 is formed by the reinforcing member fixing means 400, the left and right reinforcing member 200 and the front and rear reinforcing member 210 is fixed. Gusset retaining wall. The method of claim 1, The gap filling means 300 is Reinforcement earth retaining wall, characterized in that the filling member 330 formed in one side of the reinforcing member fixing groove 331. The method of claim 16, The filling member 330 is reinforced soil retaining wall, characterized in that installed in at least one of the straight section, curved section and bending section of the left and right reinforcement member 200. The method of claim 17, The filling member 330 is reinforced soil retaining wall, characterized in that formed by a material selected from the group consisting of concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone. The method of claim 16, Reinforcing soil retaining wall, characterized in that the cross-section of the left and right reinforcing member insertion groove 110 and the filling member 330 has a rectangular structure. The method of claim 16, In order to fix the left and right reinforcement member 200 and the front and rear reinforcement member 210 by the reinforcing member fixing means 400, an area formed between the filling member 330 and the filling member 330 is formed. Reinforcing retaining wall, characterized in that it further comprises a connection (332). The method of claim 1, The gap filling means 300 is Reinforcing soil retaining wall, characterized in that the pair of filling members (340a, 340b) formed on the opposite surface, respectively, the left and right reinforcing member fixing groove (341). The method of claim 21, The pair of filling members (340a, 340b) is reinforced soil retaining wall, characterized in that installed in at least one section of the straight section, curved section and bending section of the left and right reinforcement member (200). The method of claim 22, The pair of filling members (340a, 340b) is reinforced soil retaining wall, characterized in that formed by a material selected from the group consisting of concrete, reinforced concrete, reinforced concrete, plastic, reinforced plastic, wood, stone. The method of claim 22, Reinforcing soil retaining wall, characterized in that the cross-section of the left and right reinforcing member insertion groove 110 and the pair of filling members (340a, 340b) has a rectangular structure. The method of claim 22, In order to fix the left and right reinforcing members 200 and the front and rear reinforcing members 210 by the reinforcing member fixing means 400, a pair of fillings adjacent to the pair of filling members 340a and 340b. Reinforcement earth retaining wall, characterized in that it further comprises a connecting portion 342 formed in the region between the members (340a, 340b). The method according to any one of claims 1 to 25, The left and right reinforcement member 200 or front and rear reinforcement member 210 is reinforced soil retaining wall, characterized in that formed by a material selected from the group consisting of reinforcing steel, steel wire, stranded wire, iron wire, plastic, reinforced plastic, wire. The method according to any one of claims 1 to 25, The left and right reinforcement member 200 or the front and rear reinforcement member 210 is a reinforced soil retaining wall, characterized in that the straight structure. The method according to any one of claims 1 to 25, The left and right reinforcement member 200 or the front and rear reinforcement member 210 is a reinforced soil retaining wall, characterized in that the spiral twist structure made of steel wire or strand wire material. The method according to any one of claims 1 to 25, The left and right reinforcement member 200 or the front and rear reinforcement member 210 is a reinforced soil retaining wall, characterized in that the pipe structure. The method according to any one of claims 1 to 25, The reinforcing member fixing means 400 is reinforced soil retaining wall, characterized in that the reinforcing member connecting means (400a) formed in the front end of the front and rear reinforcement member 210 to be connected to the left and right reinforcement member (200). The method of claim 30, The reinforcing member connecting means (400a) is a reinforcement earth retaining wall, characterized in that the hook 410 having a fitting opening 411. The method of claim 31, wherein The hook 410 is Reinforcement earth retaining wall further comprises a closing pin (412) for closing the fitting opening (411). The method of claim 30, The reinforcing member connecting means 400a Reinforcement earth retaining wall, characterized in that the o-ring (420) formed with a through hole (421) of the left and right reinforcement member 200 in the core portion. The method of claim 30, The reinforcing member connecting means 400a Reinforcement earth retaining wall, characterized in that the chain 430 formed with a through hole 431 of the left and right reinforcing member 200 in the core portion. The method according to any one of claims 1 to 25, Reinforcement earth retaining wall, characterized in that the front and rear reinforcing member support means 500 is an anchor block (510).

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