KR100639097B1 - Method of constructing gabion walls and gabion assembly suitable for the same walls - Google Patents

Abstract

A method of constructing a permeable color cone gabion and a permeable color cone gabion assembly of the same are provided to absorb the noise by forming plural air holes and improve a function as a soundproofing material. A method of constructing a permeable color cone gabion is composed of a step of preparing the gabion suitable for each construction method from the gabion wire net and a permeable concrete plate to be mounted in the gabion; a step of forming the gabion and a reinforcing body by mounting the permeable concrete plate in the gabion and forming a permeable cone gabion assembly by using the gabion and the reinforcing body; a step of injecting the industrial waste materials of the gravel, soil, polishing sand, sand, broken stone, construction waste material, and waste tire as a filler in an empty space of the permeable gabion assembly; and a step of constructing a retaining wall by using the permeable cone gabion assembly filled with the filler.

Description

Method of constructing Gabion Walls and Gabion Assembly Suitable for the Same Walls}

1 is a schematic block diagram of a method for constructing a pitcher cone gabion according to the present invention;

2 is a schematic diagram schematically showing respective components of a first embodiment of a pitcher cone gabion assembly according to the present invention;

3 is an exemplary view showing an embodiment of a base plate which forms one component of the reinforcement body in the first embodiment of the present invention;

4 is an exemplary view showing an embodiment of the side plate forming one component of the reinforcement in the first embodiment of the present invention;

Figure 5 is a schematic illustration of a first embodiment of the pitcher cone gabion assembly according to the present invention as viewed from above,

6 is a schematic illustration of a first embodiment of a pitcher cone gabion assembly according to the present invention;

Figure 7 is an illustration of a schematic assembly state of the main part according to the second embodiment of the pitcher cone gabion assembly according to the present invention,

8 is an exemplary view of a schematic assembly state of the main part according to the third embodiment of the pitcher cone gabion assembly according to the present invention.

♠ Explanation of symbols for the main parts of the drawings.

100: pitcher cone Gabion assembly, 110: Gabion wire mesh,

120, 120 ': base plate, 122: incision assembly surface,

124, 133: hook, 130, 130 ': side plate,

132: bent surface, 134: through hole,

136: coupling protrusion, 137: coupling receiving device,

138: assembly hole, 140: reinforcement box body

The present invention relates to a construction method of a retaining wall using a pitcher cone gabion, and more particularly, a pitcher cone that can be installed without using a conventional crushed stone as a filler and can prevent the filling phenomenon caused by the filler in advance. It relates to a construction method of gabion and a permeable cone gabion assembly suitable for the construction method.

Generally, various banks, dams, or retaining walls are provided in rivers, lakes, shores, or incisions to prevent flooding of water or seawater, or to maintain waterways. Such various dikes, dams, or retaining walls have been constructed by various construction methods using revetment blocks, concrete structures, or Gabion gabions. Above all, in the case of the raft block or concrete structure, the workability is easy and the maintenance is relatively easy. It has a fatal drawback that does not have affinity. In this regard, the shore protection block or concrete structure is losing its value as an environmentally friendly method.

On the other hand, the construction method using the Gabion gabion is filled with crushed stone, gravel, rubble, etc. inside the Gabion product by the rectangular wire mesh or hexagonal wire mesh, and construct it directly in the construction area or in the state of filling the crushed stone, etc. It is transported to the area and constructed. When the construction is completed, the retaining wall constructed by the Gabion gabion is filled with crushed stone having large and small voids in the interior thereof, so that the water flows smoothly through the voids. Therefore, the construction method using the Gabion wire mesh is attracting attention as an environmentally friendly construction method.

By the way, the Gabion construction method is filled with the crushed stone in the inside, put the gabion gabion on it again and again filled with the crushed stone, etc. inside, put the gabion gabion on it again and again inside the The work that fills the crushed stone is repeated.

In the process, the upper Gabion Gabion is under heavy load from above, and the Gabion Gabion underneath is subjected to double load from the upper part. The upper Gabion gabions will receive double and triple loads.

By repeating this process, the gabion gabions in the middle of the constructed retaining wall and the lower gabion gabions do not overcome the load from the gabion gabions above, and the center portion of the gabions bulges forward. Used to be. This phenomenon is commonly referred to as the Gabion gabion's full stomach phenomenon, and it has been pointed out that such a stomach phenomenon cannot be avoided due to the construction method of Gabion gabion.

Various methods have been developed and attempted at home and abroad to improve the gabion gabion. Among them, looking at some cases, Korean Utility Model Registration No. 20-272959 "Wire mesh Gabion"; 20-274267, "Wire Mesh Gabion"; And 20-279894 "Hexagon Gabion with Reinforcing Wire".

However, the above Utility Model Registration Nos. 20-272959 and 20-274267, "wire mesh gabion", are spiral wraps of spiral wires in transverse wires and longitudinal wires, which indicates that the welded portions of the wires fall out. It is only intended to prevent, it is not suitable as a technique for preventing the full stomach gabion gabion.

In addition, the above-mentioned utility model registration No. 20-279894 "hexagonal gabion with reinforcing wire" is considered to be a technology for preventing the filling phenomenon of the Gabion construction products, the utility model registration is such as retaining wall after completion of construction It is to prevent the filling phenomenon of the finished construction product afterwards, and is also one of the techniques for preventing the filling phenomenon occurring in the front part such as the retaining wall. In addition, according to the specification, it may be questioned whether the predetermined effect can be achieved by adopting the reinforcing wire only in the front part.

On the other hand, the construction method of the Gabion gabion is performed in a state in which crushed stone, rubble, gravel, etc. are collected and filled in the interior of the construction method. At this time, the crushed stone, rubble, gravel, etc. are also referred to as filling material, and the retaining wall by the Gabion gabion is made of such a filling material to form a more solid wall surface, and by constructing a flow passage of groundwater therein, Sometimes.

In the past, since these fillers were commonly piled around us, it was easy to collect them and use them as fillers, and by using them as fillers, there were many positive aspects to clean the surrounding environment.

However, these fillers are difficult to obtain in our surroundings today, and moreover, it is one of the more difficult tasks to find them in certain areas where the Gabion Dolphin's construction method should be implemented, so that rock is gradually broken down in the mountains or in the mountains. The crushed stone thus obtained was used as a filler.

Therefore, there is a criticism that the construction method using Gabion gabion is undermining nature. Nevertheless, the claim that it is environmentally friendly construction method is the result of not seeing the entire forest but only looking at individual trees. It came.

However, this phenomenon is showing no signs of improvement because it has not been able to find another way to overcome the shortage of filling material.

As described above, the conventional Gabion gabion construction method does not solve the filling phenomenon caused by the filling material, which is inevitably generated during the construction process, and also prevents the yielding phenomenon of obtaining the filling material while destroying the natural environment. It couldn't be broken at all.

Accordingly, an object of the present invention is to achieve a function as a filling material without using the crushed stone, which has been mainly used in the past, in the method of construction using gabion as a filling material, and also by the filling material after the construction process and the construction. It is to provide a construction method of pitching cone gabion that can fundamentally block the occurrence of the full stomach.

In addition, another object of the present invention to provide a pitcher cone gabion assembly that can be efficiently carried out in performing the construction method of the pitcher cone gabion.

The present invention relates to a construction method such as a retaining wall using a pitcher cone gabion, and a pitcher cone gabion assembly suitable for the construction method.

The present invention manufactures a Gabion wire mesh as the most basic material in the Gabion construction method and prepare a Gabion gabion suitable for various construction methods therefrom, and prepare a permeable concrete plate to be mounted inside the Gabion gabion Making a step; Forming a reinforcement by mounting the Gabion gabion and the permeable concrete plate therein, and forming a permeable cone gabion assembly using the Gabion gabion and the reinforcement; Injecting industrial waste materials such as gravel, soil, masato, sand, rubble, construction waste materials, and waste tires into the inner space of the pitcher cone gabion assembly as a filling material; Constructing a retaining wall or the like using the pitcher cone gabion assembly filled with the filling material; Characterized in that it includes.

In the present invention, the Gabion wire mesh includes a conventional quadrangular or hexagonal Gabion wire mesh and a five-membered Gabion wire mesh and a reinforced wire mesh inserted with a separate wire, and then made a plurality of incisions on the iron plate It includes perforated wire mesh formed by stretching the iron plate. In addition, in implementing the construction method of this invention, it is not limited to a gabion wire mesh, It can also implement using the plastics net of the plastic material which formed the space part, such as a gabion wire mesh.

In addition, in the present invention, the Gabion gabion is manufactured in a form suitable for various construction sites using the Gabion wire mesh, and includes a Gabion box and Gabion mattress basically, and adapted to suit a special site The concept includes an assembled gabion wire mesh assembly.

Hereinafter, with reference to the accompanying drawings, the present invention will be described in more detail. However, the accompanying drawings are only intended to describe the technical spirit of the present invention in more detail, and the technical spirit of the present invention is not limited thereto.

1 is a schematic block diagram illustrating a construction method using a pitcher cone gabion assembly according to the present invention.

1. Preparation of Gabion Gabion and Reinforcement.

a). Preparation for Gabion Dolphin:

The present invention uses a Gabion wire mesh as the most basic material in the Gabion construction method. The present invention can be constructed using any type of Gabion wire mesh commonly used in the Gabion construction method.

Therefore, in the present invention, the Gabion wire mesh 110 includes a conventional quadrilateral or hexagonal Gabion wire mesh and a five-member Gabion wire mesh and a reinforced wire mesh inserted with a separate wire, a number of sections on the iron plate It includes perforated wire mesh formed by stretching and then stretching the iron plate. In addition, the Gabion wire mesh 110 is a concept including a plastic mesh of a plastic material having a space between the mesh eyes and not formed of the wire mesh without the wire mesh. In this regard, the construction method according to the present invention is not limited to the wire mesh, it can be added that the plastic mesh of the plastic material formed a mesh such as wire mesh can be implemented.

The present invention manufactures a Gabion box and Gabion mattress manufactured in a form suitable for various construction sites using the Gabion wire mesh 110. The Gabion box and Gabion mattress can be produced in a separate form, can be produced in a continuous form, it can be produced modified to suit the construction site situation. In the present invention, a product produced in various forms using the Gabion wire mesh will be referred to as Gabion Gabion.

On the other hand, since the Gabion wire mesh 110 and Gabion gabion can be manufactured by a conventional method, a detailed description thereof will be omitted.

b). Preparation of the reinforcement:

The present invention prepares a reinforcement to be mounted inside the Gabion gabion.

In the present invention, the reinforcement is more preferably mounted inside the gabion gabion as the inside of the gabion wire mesh 110. This is because the inside of the Gabion gabion is much simpler and easier to work with than the outside, and it is more efficient to prevent the filling phenomenon caused by the filling material after construction.

In the present invention, the reinforcement is a primary function of helping to withstand the pressure of the wire mesh structure of the Gabion gabion pressed from the top and the filling phenomenon caused by the inner filling material of the wire mesh structure. To this end, the reinforcement is itself formed of a material that can withstand external loads, and can withstand the pressure applied from its side.

In addition, in the present invention, the reinforcement body as a secondary function should be able to sufficiently secure the water permeability after construction, which is the greatest advantage of the Gabion construction method. Thus, in the present invention, even when the reinforcement is mounted inside the gabion gabion, the water permeability by structures such as the gabion retaining wall after construction is not impaired at all.

In the present invention, the reinforcement of the reinforcement as a third function should be able to prevent the filling material inside the Gabion gabion to be lost to the outside after construction. Because, in the construction method used in the present invention can be used without regard to the size of the filling material, thereby easy to obtain around the workplace Masato, gravel stone, coarse sand, soil, rubble, construction waste materials, waste tires, etc. This is because industrial waste materials and the like should be used as fillers. On the contrary, in the conventional Gabion gabion, the filling material must use only the size of the Gabion wire mesh that is larger than that of the Gabion wire mesh.

In the present invention, the reinforcing body is characterized in that it selects and uses a product having these three functions at the same time. The most suitable product as such a reinforcement is a permeable concrete plate, and plastic panels or thin iron plates may be used. In addition, the reinforcement may be formed of an integrally formed permeable concrete plate, the plastic panel or the thin iron plate. In the present invention, when expressed as a plastic panel, unless otherwise specified, it is added that it is described inclusively including the thin iron plate.

In the present invention, the permeable concrete plate is a product made in the form of a board (board) using the permeable concrete has a fine pore in itself, the plastic panel has a small through-hole artificially formed Refers to.

In addition, in the present invention, the reinforcement may be treated with a color of its outer surface, in this case, the color of the color can be arranged on the front when installing the retaining wall or the wall standing up, The completed retaining wall, etc., the front surface is composed of a color color, not only can produce a variety of shapes and shapes, but also to harmonize with the surrounding landscape. In addition, by using the color-permeable concrete plate treated with the above-described color color may be arranged in a variety of colors, or may be constructed to provide a particular aesthetics when assembled as a whole. The color-permeable concrete sheet can be produced by a conventional method, which is already known, and thus detailed description thereof will be omitted.

In the present invention, the reinforcement may be formed of a panel made of a plastic material as a second embodiment and may be formed with a plurality of through holes 134 on the wall of the panel. The through hole 134 corresponds to the fine pores of the permeable concrete, and is for imparting water permeability as a function of a reinforcement body. In addition, the reinforcement as the second embodiment forms a coupling protrusion 136 and the coupling receiving tool 137 which are fastened to be mutually fastened so that the plastic panels adjacent to each other can be easily assembled, and the assembly hole 138 is formed. It is preferable to include it (refer FIG. 7).

In addition, in the present invention, the reinforcement body may be configured as a reinforcement box body 140 in which the permeable concrete plate is integrally formed as another third embodiment. When the reinforcement body is formed of the reinforcement box body 140, the worker can reduce the hassle of having to assemble the permeable concrete plates one by one at the construction site, and when the filling material is filled with each permeable concrete plate is pushed together This is because the fundamental phenomenon can be solved (see Fig. 8).

2. Assembly of Gabion Gabion and Reinforcement.

a). Mounting step of bottom plate 120 (120 '):

In the construction method of the pitcher cone gabion according to the present invention, in the case of the first embodiment and the second embodiment, the gabion gabion and the reinforcement are prepared, and then the reinforcement is mounted inside the gabion gabion. It proceeds to the step of making. At this time, the reinforcement is the bottom plate 120, 120 'to be mounted on the bottom surface of the Gabion gabion, and the four side plates 130 placed on the upper plate and in close contact with the inner wall surface of the Gabion gabion 130 'is preferable.

In the present invention, the bottom plate (120, 120 ') is determined by the shape of the bottom surface of the Gabion gabion, the shape of the Gabion gabion box or mattress, the bottom plate forms a square or rectangle Done. The bottom plate 120, 120 ′ may be mounted inside the gabion gabion using hooks 124 and 133 in consideration of work efficiency.

In the construction method of the pitcher cone gabion according to the present invention, since the bottom surface and the side surface of the third embodiment are integrally formed, the unitary reinforcement 140 is simply mounted inside the gabion gabion. It is enough to let.

b). Assembly steps of side plates 130 and 130 ':

In the construction method of the pitcher cone gabion according to the present invention, when the bottom plate 120 is mounted inside the gabion gabion in the first embodiment, the side plate 130 inside the gabion gabion Mount closely to the wall. In this case, each side plate is closely coupled to each other and the other side plate adjacent thereto, it is preferable to form the bent surface 132 to increase the strength of the coupling. At this time, the side surface of the side plate 130 is raised above the bottom plate, the side is to form a state in close contact with the inner wall surface of the Gabion gabion.

On the other hand, in the second embodiment, the assembly bar 139 from the upper side to the lower side in the state in which the coupling protrusion 136 and the coupling receiving tool 137 corresponding to each other the side plate 130 '. By inserting into the assembling hole 138 by using, the assembling work can be completed (see FIG. 7).

In addition, in the third embodiment, since the bottom and side surfaces are integrally formed from the beginning, there is no need to go through the assembly step as described above, and only the reinforcement box body ( It is enough to insert 140). At this time, one or two or more integral reinforcement 140 may be put into the Gabion gabion, but as the number of the integrated reinforcement 140 is used more, the working speed may proceed quickly. There is a disadvantage in that the amount of the filling material entering the inside is relatively small (see Fig. 8).

Thus, in the first embodiment of the present invention, the bottom plate 120, 120 'and the side plate 130, 130' of the Gabion gabion are assembled and present. In the second embodiment of the present invention, the plastic panels are coupled to each other and are present in the Gabion gabion in a completed state, and in the third embodiment of the present invention, the integrated reinforcement box body ( 140 is present in the interior of the Gabion gabion, the finished product will be referred to as the pitcher cone gabion assembly 100 in the present invention. The pitcher cone gabion assembly 100 again forms an empty space therein.

3. Input step of filling material into the pitcher cone gabion assembly 100.

The method of constructing the pitcher cone gabion according to the present invention is to complete the above-mentioned pitcher cone gabion assembly 100, and then used as a filling material to fill the soil around the empty space therein. As such a soil, for example, it means gravel, soil, masato, rubble, sand, construction waste materials, industrial waste materials such as waste tires, etc. which are commonly present around the workplace. In addition, the construction waste material includes waste concrete products obtained by crushing concrete structures and recycled aggregates, etc., which are recycled again. Such a soil does not necessarily have to be larger than the size of the mesh of the Gabion wire mesh as in the conventional crushed stone, and may be smaller than that. Because the permeable concrete plate as the reinforcement has fine pores on its own, it is possible to secure the permeability by these fine pores, even when using a soft material as a filling material such as soil pressed down from the outside or applied from the outside This is because the permeable concrete sheet can withstand the pressure sufficiently. Therefore, the construction method according to the present invention can be said to have a very wide selection of the filler.

In the present invention, the use of ordinary soil as a filling material constitutes one of the greatest features of the present invention, and this feature is possible in the function of preventing the loss by maintaining the filling material as it is by the reinforcement. Is due.

Since the construction method of the present invention does not necessarily require an artificial crushed stone, and it is sufficient to use ordinary earthwork around the workplace, the construction method of Gabion gabion does not need to be limited to a specific area, and also the natural environment. You will have the advantage of not being compromised anymore. In addition, when the above-mentioned waste concrete is used as a filler, the present invention also has the advantage of solving the problem of industrial waste, which has a problem as an industrial waste today.

4. Construction of retaining walls, etc.

The method for constructing the pitcher cone gabion according to the present invention is to pour the filling material in the inside of the pitcher cone gabion assembly 100, then put the above-mentioned pitcher cone gabion assembly 100 on it and mount the reinforcement body And assembling and pouring the filler into the inside of the pitcher cone gabion assembly 100 is repeatedly performed. This repetitive step may be performed in the same manner as usual.

The construction method of the pitcher cone gabion according to the present invention may be performed in the above-described various steps in the work site, but in order to avoid the hassle in the work site by assembling the gabion gabion and reinforcement in a separate work site It may be carried out or carried to the work site in a state of pre-filled with the filling material.

In addition, the present invention provides a pitcher cone gabion assembly 100 suitable for performing the construction method of the Gabion gabion.

The pitcher cone gabion assembly 100 according to the present invention may be composed of a conventional Gabion gabion, and a reinforcement that is mounted and assembled inside the Gabion gabion.

In the present invention, the reinforcement is a further improvement of the first embodiment as the most basic form, the second embodiment of the form slightly modified from the first embodiment, and the first and second embodiments. One third embodiment is included.

In the present invention, the first embodiment is illustrated in detail by Figs. 2 to 6, whereas the second embodiment is shown by Fig. 7, and the third embodiment is Fig. 8 Is shown.

2 is a schematic view showing a first embodiment of the pitcher cone gabion assembly 100 according to the present invention.

The permeable cone gabion assembly 100 of the present invention is a Gabion wire mesh 110 and a bottom plate 120 made of a permeable concrete plate, and a side plate also made of a concrete box-type or mattress-type Gabion Gabion 130 is comprised. The present invention combines them together to form one complete assembly. In Figure 2 it can be seen that the bottom plate 120 is mounted on the bottom of the Gabion gabion, and can be composed of four side plates 130 are assembled in close contact with the inner side of the Gabion gabion.

3 is an exemplary view showing an embodiment of the base plate 120 that forms one component of the reinforcement in the present invention.

In this case, FIG. 3A shows a bottom plate 120 having a conventional shape, and FIG. 3B shows a case where an incision assembly surface 122 is formed around the bottom plate, and FIG. 3C shows a hook 124 on the bottom plate. Formed to illustrate the combined work straps. In the case of using the hook and the work strap, the work efficiency and precision can be further improved.

4 is an exemplary view showing an embodiment of the side plate 130 forming one component of the reinforcement in the present invention.

In this case, FIG. 4A shows a bent surface 132 formed on one side as a side plate having a general shape, and FIG. 4B shows a case where the bent surface 132 is formed on both sides of the side plate in a curved shape. 4C shows that the bent surface 132 is formed on both sides of the side plate, and FIG. 4D illustrates that the hook 133 is further formed on the side plate. At this time, the side plate 130 can be used without necessarily forming a bent surface, in this case, the parts in close contact with each other to form a shape overlapping each other (see Fig. 6a).

Figure 5 is a schematic illustration of a top view of the assembled state of the pitcher cone gabion assembly 100 according to the present invention,

Figure 6 shows the pitcher cone gabion assembly 100 according to the present invention, the side plate 130 is an exemplary view schematically showing a state in which the assembled gaebion wire mesh 110 is securely coupled to the interior.

Figure 7 schematically shows a second embodiment of the pitcher cone gabion assembly 100 according to the present invention. (At this time, the Gabion wire mesh 110 is the same as the first embodiment, it is not shown overlapping.)

The second embodiment of the pitcher cone gabion assembly 100 according to the present invention is composed of a Gabion wire netting 110 and a plastic panel, which is a Gabion wire mesh 110 that forms a conventional box-type or mattress-type Gabion Gabion It consists of a side plate 130 '. In this case, in the second embodiment, the bottom plate 120 'and the side plate 130' form a plurality of through holes 134 to provide water permeability, and adjacent panels may be coupled to each other. It has a coupling protrusion 136 and the coupling receiving device 137 to be. In addition, the pitcher cone gabion assembly 100 according to the second embodiment is configured to be assembled to the assembly rod 139 through the assembling holes 138 penetrated from the top to the bottom in the state assembled together. have.

FIG. 8 schematically illustrates a third embodiment of the pitcher cone gabion assembly 100 according to the present invention, and FIGS. 8A and 8B illustrate a case where a gabion gabion and a reinforcement box 140 correspond to 1: 1. On the other hand, Figure 8C shows a case where the Gabion gabion and the reinforcement box 140 corresponds to 1: 2.

In a third embodiment of the pitcher cone gabion assembly 100 according to the present invention, the bottom surface and the side surface are integrally formed, and the bottom surface and the side surface are integrally coupled from the beginning to complete the box-shaped reinforcement. It is preferable that it is made of the box body 140. The reinforcement box 140 is preferably made of a material permeable concrete, it may be composed of a plastic or thin iron plate. In this case, the worker does not need to separate the permeable concrete plate or plastic panel separately during the construction process, so that the construction process can be progressed quickly, and the above-mentioned pitcher can be driven by the force pushed by the filler in the construction process. It can fundamentally eliminate the phenomenon that the concrete or plastic panels are pushed together, and the reinforcement is much better.

The present invention can be used by directly assembling the above-mentioned pitcher cone gabion assembly at the work site, and also formed into a completed assembly or semi-assembly in a separate work place other than the work site and put into the work site.

In addition, the present invention is a state in which the filling material in the interior of the completed percussion cone gabion assembly completely transported to the work site, the work site may perform only the retaining wall construction step, which of course is the scope of the present invention It goes without saying that belonging to.

As described above, the present invention can use a common Gabion wire mesh and a Gabion Gabion as it is, and it is enough to assemble a reinforcement thereon, so that the work can be performed by a conventional construction method of the present invention There is an advantage that the construction method can be applied as it is.

In addition, the present invention has been made possible without the use of artificial crushed stone at all, there is also an advantage that can preserve the environmentally-friendly advantages of Gabion gabion as it is.

In addition, the present invention can be used as the general earth and sand around the workplace as it is, it can be evaluated as a groundbreaking construction method that can fundamentally solve the difficulty of the work due to the purchase difficulty of the filling material or the interruption of the work.

In addition, the present invention, when using a color-coated concrete plate or a plastic panel of various colors on the front surface of the retaining wall, it is possible to more harmonize with the surrounding landscape, and enjoy the advantages of the building with a more aesthetic sense.

In addition, the present invention is because the material of the permeable concrete has a number of fine pores, it is possible to absorb various kinds of noise generated in the environment by itself, and thereby also has the advantage that can perform the function as a noise material at the same time.

In addition, the present invention can use the waste concrete belonging to the construction waste material as the filling material to be filled therein, in this case, there is also an advantage that can effectively treat industrial waste, which suffers from industrial waste today.

Although the construction method of the pitcher cone gabion according to the present invention has been described in detail, this is only for describing the most preferred embodiment of the present invention, the present invention is not limited thereto, and the scope of the appended claims Is determined and defined.

In addition, anyone of ordinary skill in the art will be able to make various modifications and imitations by the description of the specification of the present invention, but it will be apparent that this is also outside the scope of the present invention.

Claims (13)

a). Preparing a gabion gabion suitable for various construction methods from gabion wire mesh, and preparing a pitched concrete plate to be mounted inside the gabion gabion; b). Forming a reinforcement by mounting the Gabion gabion and the permeable concrete plate therein, and forming a permeable cone gabion assembly using the Gabion gabion and the reinforcement; c). Injecting industrial waste materials such as gravel, soil, masato, sand, rubble, construction waste materials, and waste tires into the empty space of the pitcher cone gabion assembly as a filling material; d). Constructing a retaining wall or the like using the pitcher cone gabion assembly filled with the filling material; Construction method of a pitcher cone gabion comprising a. The method of claim 1, The reinforcing body has a primary function of withstanding the pressure that the wire mesh structure of the Gabion gabion squeezed from the top and the filling phenomenon caused by the inner filling material of the wire mesh structure; Secondary function to ensure sufficient water permeability after construction; A method of constructing a pitcher cone gabion, characterized in that consisting of a material that performs at the same time; a third function of preventing the filling material inside the Gabion gabion from being lost to the outside. The method of claim 2, Gabion wire mesh formed on the outside of the reinforcement is a pitcher cone gabion, characterized in that any one of the group consisting of a four-sided wire mesh, a five-sided wire mesh, hexagonal wire mesh, reinforced hexagonal wire mesh, perforated wire mesh, and plastic mesh Construction method. The method of claim 2, The reinforcement is characterized by consisting of a bottom plate 120 to be mounted on the bottom of the Gabion gabion, and four side plates 130 placed on the bottom plate and in close contact with the inner wall surface of the Gabion gabion. How to build a pitcher cone Gabion. The method of claim 2, The reinforcing body is a construction method of a pitcher cone gabion, characterized in that the hook 124 is formed. The method of claim 4, wherein The reinforcement is composed of a plastic panel, the wall surface of the panel has a plurality of through holes 134, the side of the panel is fastened to each other so that the adjacent plastic panels can be easily assembled together Forming the engaging projection 136 and the coupling receiving tool 137, the construction method of the pitcher cone gabion, characterized in that it comprises an assembly hole (138). The method of claim 4, wherein The reinforcing body is the bottom plate and the side plate is formed integrally, the method of constructing a pitcher cone gabion, characterized in that the box-shaped reinforcement box body 140 is completed by combining in one piece from the beginning. The method according to any one of claims 2 to 7, The reinforcement is a construction method of a pitcher cone gabion, characterized in that the outer surface treated with a color. delete In the Gabion assembly suitable for performing the method of construction of Gabion gabion, a). Gabion gabion made of a conventional Gabion wire mesh; b). Reinforced body is mounted and assembled inside the gabion gabion; c). The reinforcement is coupled to the bottom plate 120 of the plastic panel mounted on the bottom of the Gabion gabion and side panels 130 of the four plastic panels are coupled to the upper side of the bottom panel and assembled in close contact with the inner side of the Gabion gabion. And a plurality of through holes 134 on the wall surface of the plastic panel, and coupling protrusions 136 which are fastened to each other so that the adjacent plastic panels can be easily assembled to each other on the side of the plastic panel. And a coupling receiving tool (137), and a pitcher cone gabion assembly comprising an assembly hole (138). In the Gabion assembly suitable for performing the method of construction of Gabion gabion, a). Gabion gabion made of a conventional Gabion wire mesh; b). Reinforced body is mounted and assembled inside the gabion gabion; c). The reinforcement is composed of a bottom plate 120 mounted on the bottom of the Gabion gabion and a side plate 130 above the bottom plate, the bottom plate 120 and the side plate 130 is integral It is formed as, these permeability cone gabion assembly, characterized in that the first box is combined to form a completed box-shaped reinforcement box body 140. The method of claim 11, C) above. The material of the reinforcement is a pitcher cone gabion assembly, characterized in that composed of permeable concrete. The method according to any one of claims 10 to 12, C) above. The reinforcement is a pitcher cone gabion assembly, characterized in that the outer surface treated with a color.

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