KR101035411B1 - Retaining wall structure and method thereof - Google Patents

Abstract

PURPOSE: An artificial rock for a retaining wall and a manufacturing method thereof are provided to display the shape of a natural rock surface and manufacture a retaining wall having a natural shape. CONSTITUTION: An artificial rock for a retaining wall comprises a front reinforcing bar portion, a rear reinforcing bar portion, a connecting bar(130), a compartment steel wire, concrete, and concrete mortar. The front reinforcing bar portion and the rear reinforcing bar portion connects one or more reinforcing bars in vertical and horizontal directions and forms a space therebetween. The connecting bar connects the front reinforcing bar portion and the rear reinforcing bar portion. The compartment steel wire is installed along the outer surface of the front reinforcing bar portion and the rear reinforcing bar portion. The concrete and the concrete mortar are poured in a space between the front reinforcing bar portion and the rear reinforcing bar portion.

Description

Retaining wall structure and method for manufacturing same

The present invention relates to an artificial rock for a retaining wall and a method of manufacturing the same, and more particularly, to a structure of an artificial rock wall formed along a slope made of earthwork such as cut and fill, and sequentially made of a foundation and a construction method thereof. More specifically, it does not need a supporting structure such as formwork, retaining wall or rock bolt, and is installed in order with the basic construction, but forms a double steel structure along the slope and casts concrete on the double steel structure in the curing process. The present invention relates to a retaining wall artificial cancer and a method of manufacturing the same, which enable the production of a natural friendly retaining wall by sculpting a rock wall pattern on a surface and allowing greening to a desired position.

Artificial rock walls are commonly used to create a more natural environment in incisions, artificial waterfalls, golf courses or amusement parks.

The demand for such artificial rock walls is increasing as the construction of townhouse landscaping, golf courses, or amusement parks is increasing. In particular, more construction is being made to create a more natural environment in the construction of new cities. Doing.

Looking at the technical content related to the conventional rock wall, Patent No. 10-340023 is a retaining wall is installed at a certain height, made of GFRC artificial rock having an iron core fixed to the steel structure supported by anchor bolts, etc. on the side of the retaining wall A method of constructing an artificial waterfall, and the mesh reinforcement is formed at the innermost side with a predetermined distance between the GFRC artificial rock and the steel structure supporting the artificial waterfall, and an intermediate reinforcing agent in the space between the mesh and the GFRC artificial rock. Forming and filling the empty space between the mesh and the GFRC artificial rock is characterized in that the filling.

In addition, Utility Model No. 20-378064 relates to an artificial rock structure using wire panels, and has a simpler and simpler construction method in the field, while providing a durable and breakthrough air shortening effect. An external mortar portion having a paint layer applied to an outer surface thereof by being surface-treated to have a three-dimensional texture of a rock as a front portion forming an external appearance; At least one wire panel forming an overall shape of the rock and positioned to be bonded to the inner surface of the outer mortar part; And an internal mortar part bonded to an inner side surface of the wire panel.

In addition, Patent No. 10-689078 is an artificial wall directly on a slope in which slopes have been reinforced using nails, without performing any after work, such as selecting a surface of a slope after earthwork such as cutting a slope or blasting. It relates to a method for forming a method, comprising the steps of forming a composition surface in a desired shape by excavation or earthwork, such as blasting, casting a shotcrete on the composition surface, and soil nail (soil nail at an appropriate position of the composition surface) Reinforcing the ground by inserting any one of the anchor bolt and the rock bolt (rock bolt), characterized in that it comprises a step of applying a finish to the surface of the shotcrete.

In addition, Patent No. 10-473880 has a simple structure, the construction is easy to shorten the air, can be recorded at any point of the artificial wall, artificial wall composition method using the Soil Nails that enable rock landscaping in accordance with the site environment and It relates to an artificial wall formed by this, comprising the steps of: drilling an insertion hole of an appropriate diameter and depth at an appropriate position of the excavation surface; Inserting a nail into each of the insertion holes such that its tip protrudes from the surface of the excavation surface; Grouting a filler in each of the insertion holes; After the filler is hardened, bending to the shape of the desired artificial wall at the tip of each nail to fix the root muscles; It characterized in that it comprises a.

The conventional technical information related to the artificial rock wall has the following disadvantages. As described above, Patent No. 10-340023 is a structure that necessarily requires an iron structure supported by a retaining wall and an anchor bolt. Such a structure has a disadvantage in that cracks or breakages occur in the retaining wall due to ground shear action due to ground movements caused by vibrations, earthquakes, etc. caused by external work, and thus, artificial rocks are cracked or broken in series. In addition, the construction of the artificial wall is a hassle to prepare a large amount of steel frame in order to install the artificial rock and to weld them to construct a steel structure.

In addition, the Utility Model Registration No. 20-378064 has a wire panel structure between the outer mortar portion and the inner mortar portion as described above. There is a disadvantage that can be directly connected to the construction. In addition, since the wiper panel structure has a certain size, it is cumbersome to weld every process, and since the wiper panel has to be implanted with a mortar after welding, the amount of work is increased.

In addition, Patent Nos. 10-689078 and 10-473880 are the artificial wall structure using the above-described and nail nail and the step of drilling the insertion hole of the appropriate diameter and depth at the proper position of the excavation surface is necessarily required In this case, an additional step is necessarily required to check the strength of the ground into which the soil nail is inserted. In addition, more than one drilling step may be necessary and a further step of checking the strength of the ground may be required.

On the other hand, Patent No. 10-473880 has a hassle to install a basic root and mesh network to form a desired artificial wall for the slope after the slope reinforcement. This not only adversely affects the shortening of the construction period, but also may cause disadvantages of increasing construction costs. In addition, by fixing the base root and constructing an artificial wall, there is a lack of stability due to corrosion, etc., there is a disadvantage that the number of construction and increase the natural beauty by constructing the basic root and mesh nets artificially.

Therefore, the structure of the artificial rock wall according to the prior art needs to be improved more structurally or in a construction method.

Accordingly, an object of the present invention is to be able to produce a retaining wall having a natural shape without using a formwork when manufacturing the artificial wall for retaining wall.

In addition, an object of the present invention is to pour concrete mortar on the surface of the artificial rock after the concrete is prepared by pouring concrete into the steel structure to cure the surface of the natural rock beautifully.

In addition, an object of the present invention is to provide a vegetation space on the retaining wall surface having the shape of natural rock to enable vegetation of plants, thereby further maximizing the aesthetics of natural rock.

In the artificial wall for the retaining wall of the present invention for achieving the above object is formed along the slope (S) made of earthwork, such as cut and fill soil at the same time, at the bottom of the artificial rock wall is sequentially formed with the foundation work, one Connecting the reinforcing bar in the horizontal and vertical direction and then arranged to be spaced apart from each other to form a space between the reinforcing bar, the connecting reinforcing bar and the front reinforcing bar and the rear reinforcing bar, the front reinforcing bar and the rear Compartment wire mesh is installed around the reinforcement portion, and after pouring in the space is made of the front and made of concrete and concrete mortar mortar surface is carved into a natural rock shape during the curing process.

According to the present invention, the front reinforcement portion and the rear reinforcement portion are vertically placed, one or more first reinforcement having a basic reinforcement is arranged sequentially and the bottom is bent, the second sequentially installed in the transverse direction to the first reinforcement Consists of rebar

According to the present invention, the connecting reinforcing bar is configured to bend one side connected to the rear reinforcement portion or to form a support portion for connecting the reinforcing bar in a radial form at least one or more.

According to the present invention, the mesh of the partition mesh provided in the front reinforcing bar and the mesh of the partition mesh provided in the rear reinforcing bar is to be the same size.

According to the present invention, the front of the front reinforcing portion is further installed on the catching wire mesh, the catching wire mesh is loosely connected to the compartmental wire mesh while applying the larger size of the mesh than the compartmental wire mesh installed in the front reinforcing wire mesh and the front reinforcing portion It is configured to form a buried space between the partition wire mesh.

Retaining wall-type artificial rock wall manufacturing method of the present invention comprises the step of installing the front reinforcing bar and the rear reinforcing bar connecting the rebar in the horizontal and longitudinal direction on the front of the slope, and the connecting reinforcing bar connecting the front and rear reinforcing bars Installing, a step of installing a partition wire mesh inside the front reinforcing bar portion and the outside of the rear reinforcing bar portion, and installing a side wire mesh in a side portion opened in a space between the front and rear reinforcing bar portions; Installing a catching wire mesh in front of the reinforcing wire mesh of the reinforcing bar, curing and pouring concrete in the space between the front reinforcing bar and the rear reinforcing bar; and spraying concrete mortar from the outside to the catching wire mesh side; In the process of curing the concrete mortar includes the step of carving the surface of the concrete mortar into a natural stone shape.

According to the present invention, the front reinforcement portion and the rear reinforcement portion are disposed to correspond to each other, so that the front reinforcement portion and the rear reinforcement portion can be continuously installed in accordance with the construction section of the slope.

According to the present invention, after the step of installing the compartment wire mesh, the trap wire mesh having a larger size of the mesh than the compartment wire mesh is installed on the outer side of the front reinforcement, and the concrete mortar that is sprayed by loosely connecting the catch wire mesh to the front reinforcement has an irregular shape. It is made so that it can be poured.

According to the invention, the capture wire mesh is made so that one or more may be installed.

According to the present invention, at least one block is installed on the front of the partition wire mesh of the front reinforcing portion before the capturing wire mesh installation step so that the block can be accommodated by the concrete mortar sprayed and the block is removed after curing of the mortar. The method further includes making the space available.

According to the present invention, the front reinforcing bar portion, the rear reinforcing bar portion, the connecting reinforcing bar, the partition wire mesh and the side wire mesh are connected to each other by a binding line or welding.

According to the present invention, the partition wire mesh of the rear reinforcing bar is made to be replaced by a fabric.

Therefore, the artificial wall for retaining wall of the present invention and the method of manufacturing the rebar is in front of the slope (S) in the front made of earthwork work such as cut and fill. The front and rear reinforcement parts installed in the vertical direction are spaced apart from each other to have a reinforcing structure function, then concrete is poured into the space between the front and rear reinforcement parts, and concrete mortar is sprayed on the front of the front reinforcing part and then cured. The concrete mortar of the process is carved into a natural rock pattern to shorten the construction period of the retaining wall artificial rock and reduce the construction cost.

In addition, the artificial rock for the retaining wall of the present invention and its manufacturing method is to install at least one block on the front of the front reinforcing portion before the step of spraying the concrete mortar so that the front reinforcing portion and the block can be accommodated by the spraying of concrete mortar. After curing the concrete mortar by using the block removed the space as a vegetation space to enable the vegetation of the plant, there is an effect that can maximize the natural friendly aesthetics of the natural rock.

Figure 1a, b is a flow chart showing a method of manufacturing an integrated artificial retaining wall of the invention.
Figure 2 is a perspective view showing a state in which the front and rear reinforcement portion is coupled to the present invention.
Figure 3 is a perspective view showing various embodiments of the connection bar applied to the integrated artificial retaining wall of the present invention.
Figure 4 is a perspective view showing a partition wire mesh and a catch wire mesh applied to the integrated artificial retaining wall of the present invention.
Figure 5a, b is a cross-sectional view showing the integral artificial retaining wall of the present invention.
Figure 6 is a cross-sectional view showing the installation of the integrated artificial retaining wall of the present invention.

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

First, in the drawings, the same components or parts are to be noted that the same reference numerals as possible. In describing the present invention, detailed descriptions of related well-known functions or configurations are omitted in order not to obscure the subject matter of the present invention.

Figure 1a, b is a flow chart showing the retaining wall artificial arm of the invention and a method of manufacturing the same, Figure 2 is a perspective view showing a state in which the front reinforcing bar portion and the rear reinforcing bar portion of the present invention, Figure 3 is a retaining wall artificial of the present invention 4 is a perspective view illustrating various embodiments of a connecting bar applied to an arm, and FIG. 4 is a perspective view illustrating a partition wire mesh and a catching wire mesh applied to the retaining wall artificial arm of the present invention, and FIGS. 5A and 5B show the retaining wall artificial arm of the present invention. 6 is a cross-sectional view showing an installation state of the retaining wall artificial arm of the present invention.

First, as shown in Figures 1 to 6, the artificial wall for the retaining wall of the present invention and a method for manufacturing the same is disposed on the front surface of the slope (S) made of earthwork work such as cut and fill, the length of the slope Therefore, the artificial retaining wall 100 is connected successively.

The integrated artificial retaining wall 100 is composed of a front reinforcing portion 110 and a rear reinforcing portion 120, connecting reinforcement 130, partition wire mesh 140, concrete 170 and concrete mortar 200.

Here, the concrete mortar 200 is a mixture of sand in the cement that is hydrated by reacting with water and the concrete 170 is a mixture of sand and gravel in the cement.

The front reinforcing part 110 and the rear reinforcing part 120 connect one or more reinforcing bars in the horizontal and vertical directions, and are spaced apart from each other to form a space 117 between the front reinforcing part 110 and the rear reinforcing part 120.

And, the rebar in the horizontal direction and the reinforcing bars in the longitudinal direction are arranged in a plurality of sequential intervals to be installed to cross in the horizontal and longitudinal direction, the connection method is to select any one of the binding line or welding or other mechanical joint members. Make it possible to connect.

Here, the rebar in the longitudinal direction is referred to as the first reinforcing bar 115 having the base reinforcement 115a bent horizontally, and the rebar in the lateral direction is referred to as the second reinforcing bar 116.

In addition, the artificial retaining wall 100 after the curing of concrete 170, which will be described later, is placed in the space 117 by forming the same first and second reinforcing bars 115 and 116 that are irregularly bent in order to produce the most irregular shape of the natural rock wall. The concrete 170 has a natural rock shape after curing.

As described above, the first and second rebars 116 and 116 are sequentially arranged in the longitudinal and lateral directions to complete the front reinforcement part 110 and the rear reinforcement part 120 so as to have the same reinforcement shape with the same bending shape, and then the front reinforcement part. Arrange the part 110 and the rear reinforcement part 120 apart from each other.

The front reinforcing part 110 and the rear reinforcing part 120 are connected to each other through a connecting reinforcing bar 130. That is, the connecting reinforcement 130 is installed across the intersection of the first reinforcement 115 and the second reinforcement 116 of the front reinforcement 110 and the rear reinforcement portion 120. The connecting reinforcing bar 130 serves to maintain the standing state and the function for maintaining the spaced apart state so that the front reinforcing portion 110 and the rear reinforcing portion 120 can be installed in one joint.

In addition, one side of the connecting reinforcement 130 is installed to be exposed to the outside of the rear reinforcement portion 120 to be described later to be disposed in the up, down, left, right direction to have a support portion 131 bent in an upright state to be described later The partition wire mesh 140 is supported by the supporting portion 131 of the connecting reinforcing bars 130 through fixing means such as ties or welding to be fixed integrally.

At this time, as shown in Figure 3, the supporting portion 131 is configured to branch from the connecting reinforcement 130 in a radial shape in one or more +, T, Y, L shape, so as to further improve the bearing capacity of the partition wire mesh 140. .

In addition, as shown in Figure 4, the partition wire mesh 140 is formed in the form of a wire mesh having a mesh is installed on the front reinforcement 110 and rear reinforcement 120 and the base reinforcement 115a, respectively, the front reinforcement 110 and rear reinforcement 120 The meshes of the sectioned wire mesh 140 installed on the floor shall be of the same size.

Subsequently, the side wire mesh 150 having the same mesh size as the partition wire mesh 140 is installed in the open side portions of the front reinforcement 110 and the rear reinforcement 120 and the base reinforcement 115a.

Next, at least one block 180, such as a styrofoam or soil, is installed on the front of the front reinforcing part 110, and at the rear of the block 180, a drain pipe 181 made of a hollow pipe is inclined to be inclined so that the drain pipe 181 penetrates the space 117. The rear reinforcement part 120 is installed to be exposed to the outside.

Further, the capture wire mesh 160 is further installed on the front reinforcement 110.

In particular, the catching wire mesh 160 is applied to a larger mesh size than the partition wire mesh 140 installed in the front reinforcing portion 110, to be installed loosely in the partition wire mesh 140 to form a buried space 161 between the catching wire mesh 160 and the partition wire mesh 140 do.

The reason why the catching wire mesh 160 is made of a larger mesh than the mesh of the wire mesh 140 attached to the front reinforcing portion 110 is that the mortar 200 can be easily introduced into the buried space 161 during the process of spraying the concrete mortar 200 to be described later. To be there.

As such, the concrete 168 consisting of cement, sand, and gravel is poured into the space 117 of the steel structure of the artificial retaining wall 100 to be cured, and at the same time, the concrete mortar 200 composed of cement and sand is sprayed and captured in front of the catching wire mesh 160. Allow wire mesh 160 to be accommodated.

In particular, the concrete mortar 200 may be added with a pigment to have a color close to the color of the natural rock.

Here, after the process of spraying the concrete mortar 200 is finished by carving and curing the surface of the concrete mortar 200 in the shape of natural rock.

Finally, after the concrete mortar 200 and the concrete 170 is completely cured, the block 180 is removed to form a vegetation space 101 for planting the plant in the space where the block 180 is located.

In addition, the vegetation space 101 can be planted planting artificial wall can be manufactured in the shape of a more natural friendly rock wall.

As shown in Figures 2 to 4, the manufacturing method of the artificial cancer for the retaining wall is as follows.

The first and second reinforcing bars 115 and 116 are connected to the front and rear sides of the slope in a horizontal and vertical direction so that the artificial retaining wall 100 can be installed in a state in which the rear side is standing on the slope (S) made of earthwork such as cutting and filling. The front reinforcing part 110 and the rear reinforcing part 120 having a bent shape are installed to be spaced apart from each other.

The front reinforcing part 110 and the rear reinforcing part 120 has a form of steel structure having a predetermined area and height, and disposed to be spaced apart from each other to provide a space 117 between the front reinforcing part 110 and the rear reinforcing part 120 to be described later Allow 170 to be placed in space 117 and buried.

Thereafter, the step of installing the connecting reinforcing bar between the front reinforcing portion 110 and the rear reinforcing portion 120.

Here, the connecting reinforcement 130 is laterally connected to the intersection of the first reinforcement 115 and the second reinforcement 115 of the front reinforcement 110 and the rear reinforcement 120 and the front reinforcement 110 and the rear reinforcement 120 through the binding line or welding It can be fixed in one piece.

In this case, the connecting reinforcement 130 is installed to be exposed to the outside of the rear reinforcement portion 120 to be described later to be disposed in the up, down, left, right direction to have a supporting portion 131 bent in one side upright state to be described later The partition wire mesh 140 is supported by the supporting portion 131 of the connecting reinforcing bars 130 through fixing means such as ties or welding to be fixed integrally.

Next, the partition wire mesh 140 is installed on the base reinforcement 115a which is bent the outside of the front reinforcing part 110 and the outside of the rear reinforcing part 120 and the bottom of the front reinforcing part 110.

The partition wire mesh 140 is installed on the inner side of the front reinforcement 110 and the outer side of the rear reinforcement 120 and the base reinforcement 115a, respectively. The fixing method of the partition wire mesh 140 is selectively applied through a binding line, welding, and a mechanical joint means. It is possible.

At this time, the partition wire mesh 140 installed in the rear reinforcing portion 120 is fixed in close contact with the supporting portion 131 of the connecting reinforcement 130, so as to maintain a fixed state of higher support, the pressure of the landfill state after the concrete 170 to be described later is poured Make sure you can withstand it.

Here, the partition wire mesh 140 installed in the front reinforcing portion 110 and the rear reinforcing portion 120 may be applied to the same size of the mesh wood to minimize the amount of the concrete 170 to be described later outflow to the space 117.

In addition, the side wire mesh 150 is installed in the open side portion of the space 117 between the front reinforcement 110, the rear reinforcement 120 and the base reinforcement 115a. The side wire mesh 150 has the same size of mesh as the partition wire mesh.

In this way, the front reinforcing portion 110 and the rear reinforcing portion 120 are mutually connected to the connecting reinforcement 130, the circumferential surface is to install the partition wire mesh 140 and the side wire mesh 150 so that the space 117 is completely partitioned with the external space.

And, by installing at least one block on the front of the partition wire mesh of the front reinforcing bar to allow the block to be accommodated by the concrete mortar 200 to be described later, the space after the curing of the concrete mortar 200 can be used as the vegetation space 101 It further comprises the step of making.

Here, the block 180 is applied to the material such as styrofoam so that the vegetation space 101 is formed after removing the block 180 after the concrete mortar 200.

Thereafter, the catch wire mesh 160 is further installed on the front of the partition wire mesh 140 of the front reinforcing portion 110.

The catching wire mesh 160 applies a larger size of the mesh than the compartmental wire mesh 140 to the outside of the front reinforcing portion 110 while loosely connecting the catching wire mesh 160 to the compartmental wire mesh 140 to provide a buried space 161 between the compartmental wire mesh 140. .

When the steel structure of the retaining wall artificial rock is completed as described above, the concrete 170 made of cement, sand, and gravel is poured into the space 117 to be completely buried in the space 117.

In the course of the curing of the concrete 170, the concrete mortar 200 will be sprayed from the outside through the large mesh of catching wire mesh is placed in the front of the partition wire mesh of the front reinforcement and the trapping wire mesh can be completely embedded in the concrete mortar 200.

Here, the catching wire mesh 160 may be installed so that one or more may be compensated for sufficient pressure in accordance with the amount of landfill concrete 200 mortar is poured.

The reason is that the concrete mortar 200 can be placed more smoothly into the landfill space 161 through the large catching wire mesh 160 of the net wood, and when placed in the landfill space 161, it can be cast in a regular shape by the weight of the concrete mortar 200. This is to have the shape of a typical rock.

Finally through the step of carving into a natural stone shape on the outer surface of the concrete mortar 200 to complete the production of artificial retaining wall 100.

After filling the rubble for drainage to a certain height between the integrated artificial retaining wall 100 and the ground plate, the backfill soil is buried on the rubble, and the drain pipe 181 is placed at the same time as the drain pipe is connected to the vegetation space. Installation of the artificial wall for retaining wall installed on the slope is completed.

In this way, the reinforcing bars in front of the slope (S) made of earthwork such as cut and fill. The front reinforcing part 110 and the rear reinforcing part 120 installed in the vertical direction are spaced apart from each other to have a reinforcing structure function, and after curing concrete 170 in the space 117 between the front reinforcing part 110 and the rear reinforcing part 120, the front reinforcing part After spraying the concrete mortar 200 on the part 110, the natural rock patterns can be carved on the surface to shorten the construction period of the artificial rock and reduce the construction cost.

The present invention described above is not limited to the above-described embodiments and the accompanying drawings, and various substitutions, modifications, and changes are possible within the scope without departing from the technical spirit of the present invention. It will be evident to those who have knowledge of.

10: slope (S) 11: backfilling soil
12: rubble 13: drainage pipe
100: artificial retaining wall 101: vegetation space
110: front reinforcing bar 115: first reinforcing bar
115a: Basic rebar 116: Second rebar
117: space 120: rear reinforcement
130: connecting bar 131: support
140: compartmental wire mesh 150: side wire mesh
160: capture wire mesh 161: landfill space
170: concrete 180: block
181: drain pipe 200: concrete mortar

Claims (12)

The rear surface is formed along the slope (S) made of earthwork such as cut and fill, and at the same time, at least one reinforcing bar is connected horizontally and vertically so that the bottom is sequentially formed with the foundation work, and then spaced apart to form a space therebetween. In the artificial rock wall is completed by curing the concrete mortar in the front and rear reinforcement to
A connecting reinforcing bar connecting the front and rear reinforcing parts;
A partition wire mesh installed around the front and rear reinforcement portions;
A catching wire mesh installed in the front of the front reinforcing portion and applying a larger size of the mesh than the partition wire mesh installed in the front reinforcing portion, while connecting to the wire mesh loosely to form a buried space between the partition wire mesh of the front reinforcing portion;
Retaining wall artificial rock, characterized in that made of concrete and concrete mortar which is carved into the space and then the front surface is carved into the shape of natural rock in the curing process. The method of claim 1,
The front and rear reinforcement portion,
At least one first reinforcing bar having a foundation reinforcement vertically placed and sequentially arranged at a lower end thereof,
Retaining wall artificial arm comprising a second reinforcing bar sequentially installed in the transverse direction to the first reinforcing bar. The method of claim 1,
Reinforcing wall artificial arm for the connecting reinforcing bar is characterized in that it is configured to form a support for bending the one side connected to the rear reinforcement portion or at least one or more reinforcing bars connected radially. The method of claim 1,
Retaining wall artificial cancer, characterized in that the mesh of the partition wire mesh installed in the front reinforcement portion and the wire mesh of the compartment wire mesh installed in the rear reinforcing bars are the same size. delete In the retaining wall type artificial rock manufacturing method,
Installing the front and rear reinforcing bars connected to each other in a horizontal and vertical direction on the front of the slope to be spaced apart from each other;
Installing a connecting reinforcing bar connected to the front and rear reinforcing bars;
Installing a partition wire mesh inside the front reinforcement portion and the outside of the rear reinforcement portion;
Installing a side wire mesh in a side portion opened in a space between the front and rear reinforcement portions;
Installing a catching wire mesh on the front of the partition wire mesh of the front reinforcing part but loosely connecting the catching wire mesh to the front reinforcing part while installing a catching wire mesh having a larger mesh size than the partition wire mesh on the outside of the front reinforcing bar portion;
Curing after pouring concrete in the space between the front and rear reinforcement;
Spraying concrete mortar from the outside to the catch wire mesh side,
The method for producing a retaining wall artificial rock, characterized in that comprising the step of carving the surface of the concrete mortar in the shape of natural stone in the process of curing the concrete mortar. The method of claim 6,
The front reinforcement portion and the rear reinforcement portion is disposed to correspond to each other, the manufacturing method of the artificial wall for the retaining wall, characterized in that the front reinforcement portion and the rear reinforcement portion can be installed in succession according to the construction section of the slope. delete The method of claim 6,
Method for producing a retaining wall artificial cancer, characterized in that the capture wire mesh is made so that one or more may be installed. The method of claim 6,
Before the trap wire mesh installation step, at least one block is installed on the front of the partition wire mesh of the front reinforcing bar so that the block can be accommodated by the concrete mortar to be sprayed, and the space after the curing of the concrete mortar can be used as a vegetation space. Method for producing a retaining wall artificial cancer, characterized in that it further comprises the step. The method of claim 6,
The front reinforcing portion, rear reinforcing portion, connecting reinforcing bar, the partition wire mesh and side wire mesh manufacturing method of the artificial wall for the retaining wall, characterized in that the connection is installed by the binding line or welding. The method of claim 6,
The partition wire mesh of the rear reinforcement portion is a method of manufacturing an artificial arm for a retaining wall, characterized in that made to be replaced by a fabric.

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