KR20120021670A - Reinforcement mattress gabion for afforestation environment and construction method - Google Patents

Abstract

PURPOSE: A vegetation reinforcement gabion for a landscaping and a construction method are provided to facilitate a construction of a reinforcement mattress gabion because soil-loss at a slope face in the rear side of a basement by placing non woven fabrics around the reinforcement mattress gabion located in the slope face. CONSTITUTION: A vegetation reinforcement gabion for a landscaping comprises a gabion body(10), a plurality of partition reinforcement nets(20), a non-woven fabric, a soil layer(40), a bottom non-woven fabric, a plurality of fixing pins and a vegetation met(70). The gabion body comprises a front net(11), a rear net(12), side nets(13,13'), a bottom net, and a cover net(15). The non-woven fabric is installed as a L-shape in the front net, a vertical plane of partition reinforcement nets, and the bottom net. The soil layer is placed in the inner lower part of the gabion body. The bottom non-woven fabric is placed underneath the bottom net of the gabion body. The plurality of fixing pins is fixed the bottom non-woven fabric on the bottom. The vegetation mat is laminated on the soil layer.

Description

Reinforcement mattress gabion for afforestation environment and construction method}

The present invention relates to a gabion to be built for greening in dikes, shafts, retaining walls, incisions and the like, and more specifically, it can be recorded in an environmentally friendly manner while preventing the collapse of slopes generated in the dikes, shafts, retaining walls, incisions, etc. The present invention relates to a vegetation reinforcement mattress Gabion for greening and its construction method.

In general, various methods of constructing and constructing structures have been used in order to prevent and record erosion of slopes such as embankments, shafts, retaining walls, and cutouts.

In particular, as a method for constructing and constructing a structure on the slope of a lake, various methods such as ① stacking of stones, ② lake bank vegetation block method, ③ natural stone lake block method, ④ cross panel method, and ⑤ color reinforcing mat gabion method are used.

① The above-mentioned stacking method is durable and semi-permanent, the appearance is natural and the scenery is good, and it has the protection function of the lower part and the lower part by the natural stone, and the natural stone is piled up so that there are many gaps, so that the fish and aquatic insects are satisfied. It has the advantage of being able to provide one habitation and shelter, and it is possible to create a natural landscape preservation by allowing vegetation in natural stone stacking gaps, but it requires skilled workers to stack, expensive construction cost and long construction period. However, there is a drawback that the supply and demand of materials are not easy, and the quality control and process control are difficult.

② The revetment vegetation block method is easy to assemble and install by using the standardized block, the construction is good, and it is structurally stable because it is fastened by the connector, and the protruding part is installed in the shape of natural stone, and the landscape is beautiful, Since the slope is not only applicable to 1: 1 or more, but also has a large porosity, vegetation sliding is advantageous. On the other hand, the curved section requires precise construction, and there is a risk of collapse due to scouring when using concrete products. In addition, there is a drawback that it is somewhat difficult to apply to small rivers with narrow widths.

In addition, the ③ natural stone revetment block method is a natural stone-shaped block is connected to the ground cover the ground to create a water plant habitat space, such as flower seed sowing, and the structure is connected to each other between the 'c' type and 'u' bolt It has the advantage of being easy to purchase and construct materials, but requires precise construction in curved sections, and it is difficult to apply to small rivers with narrow widths. In addition to the concerns, there is a disadvantage that the block area is large and the vegetation activity is partially made, and the construction cost is rather expensive.

The cross-panel method does not block the back side with concrete, preventing ecosystem destruction, providing habitat for habitat and scour prevention effect through filling of vegetation sac and sandstone, and freely connecting seams of blocks to facilitate construction of curved parts. In addition, the construction is fast and connects the members with dedicated bolts, which not only becomes an integrated rigid structure, but also has an economical advantage by reducing the weight of concrete as compared to the conventional block products, while having the drawbacks that require caution when laying the stone.

The ⑤ vegetation reinforcement mat Gabion method can use the advantages of the existing Gabion to protect the flood or levees of the rapid area, stabilize the greening slope using reinforcement pins and gabion cap on the fill surface, herbaceous after the greening The combination of the roots and gabion, the safety and dimensional disaster prevention effect of the structure, as well as the cost of construction is relatively cheap compared to other methods, but the supply and demand of filling material is somewhat inconvenient when the river aggregate is impossible to collect, Precision construction is required, and there is a disadvantage that some restrictions in winter construction.

As the advantages and disadvantages of each method of constructing the structure on the shore slope are different, these advantages and disadvantages are sufficiently analyzed and selected by the construction method suitable for the shore slope to be constructed, but the color reinforcement mat Gabion method is applied to other construction methods. The construction cost is relatively low, so it is preferred.

As a conventional technique that can be seen by the Gabion method, Patent Document No. 0432855, "How to construct a revetment work," has been developed and published in a patent registration publication.

The "pattern construction method" of the patent registration No. 0432855 is to construct the gabion on the slope, taking the method of filling the soil in the state in which the stone is filled in the receiving space of the gabion, so the soil is lost to the gap between the stones The soil and plant seeds are firmly covered with soil coating while the plant seeds are sown in the soil, so that the soil and plant seeds are not washed away by rainwater in the rain and are not lost. The coating promotes the germination, swelling, and growth of plant seeds, so that planting of the revetment works is satisfactorily achieved, and the revetment of the revetment can be achieved by using the revetment gabion formed with the partition height lower than the height of the circumferential surface. Reduces interference with partitions when transporting stone and soil via heavy machinery to build In particular, if the height of the partition to be equal to the height of the stone layer to use it as the reference height of the stone layer, it is possible to make the height of the stone layer constant, and the height adjustment of the stone layer is convenient.

However, the construction of the revetment works constructed by the "How to construct a revetment work piece" of the patent registration No. 0432855 requires additional work to connect a number of partitions up and down by using a separate connecting member when the gabion height is high. There is a problem that the construction cost increases due to the longer, and the material to be filled on the bottom surface of the gabion is limited to the stone material, but the stone material is not easy to supply recently, so when filling the bottom surface of the gabion with earth and sand instead of stone There was also a problem that the construction became difficult due to the outflow of the soil.

The present invention is suitable for use as a single layer without laminating the "reinforced gabion" of the applicant's prior patent registration No. 0767476 suitable for laminating a plurality of gabions in consideration of the above-described circumstances, so that the vegetation is good It was developed to provide another improved Gabion and its construction method.

The present invention was invented by utilizing the above-described advantages of the applicant's prior patent registration technology, the purpose is to prevent the outflow of soil from the front surface of the back surface by interposing a non-woven fabric in the portion of the reinforcement mattress Gabion to be located on the surface The present invention provides a vegetation reinforcing mattress gabion for greening and its construction method which facilitates the construction of the reinforcing mattress gabion.

Another object of the present invention is to project the connection portion formed on the side of the reinforcing net inserted into the main body to the outside of the main body and then simply insert the coupling bar into the insertion hole of the connecting portion from the outside of the main body to complete the installation of the reinforcing net Therefore, the installation work of the reinforcement net for reinforcing the strength is simple, so that the working time and labor cost can be reduced, and even the skilled worker can perform the work quickly and the coupling bar supports the outer surface of the main body to enhance the strength reinforcement effect. It is to provide a vegetation reinforcement mattress Gabion for greening and its construction method that can be further improved.

Another object of the present invention is to improve the ability to retain and provide moisture and nutrients in the Gabion to adopt a greening mat containing plant seeds to improve the germination of plants and to stably grow the germinated plants It is to provide a vegetation reinforcement mattress Gabion for greening having an excellent habitat of plants and its construction method.

Vegetation reinforcement mattress gabion for greening of the present invention for achieving the above object consists of a front net 11 and a rear net 12, side nets 13, 13 ', bottom net 14 and cover net 15 Gabion body 10 on the cuboid; A plurality of partition reinforcing meshes 20; Non-woven fabric 30 is installed in the 'L' shape on the vertical surface and the bottom mesh 14 of the front mesh 11 and the partition reinforcement mesh 20; An earth and sand layer 40 filled in the lower portion of the gabion body 10; A bottom nonwoven fabric 50 laid on the bottom mesh 14 of the gabion body 10; A plurality of fixing pins 60 for fixing the bottom nonwoven fabric 50 to the bottom surface; It is characterized by consisting of a green mat 70 is laminated on the soil layer (40).

In addition, the construction method of the vegetation reinforcement mattress gaebion for greening of the present invention is a pretreatment step (S1 step) to clean up the surface soil after installation in accordance with the gradient and linear installation of the scaffold frame in the section to be installed vegetation reinforcement mattress gabion for greening ; A foundation process (step S2) of installing a foundation of Gabion, that is, a Gabion body 10 and a natural stone foundation or a concrete foundation after the foundation burrows according to the law and the linear; After the backfilling, the earth and sand compaction process (S3 step) to fully smelt the soil of the backfill portion; A surface compaction process (step S4) of rearranging the gradient of the front surface to fit the foundation and then performing a surface compaction so that settlement does not occur; A Gabion alignment process (S5 step) of positioning and fixing the Gabion body 10 on the legal surface after the completion of the step of compaction (S4 step); Laying the bottom nonwoven fabric 50 on the bottom net 14 of the Gabion body 10, the first non-woven fabric installation step of fixing on the surface with the bottom net 14 with a plurality of fixing pins 60 (step S6) Wow; A partition reinforcement netting installation process (step S7) of dividing the interior of the gabion body 10 to form a plurality of partition reinforcement nets 20 to form a plurality of receiving spaces in the interior of the gabion main body 10; The vertical and bottom nets of the inclined surface upwards of the front mesh 11 of the Gabion body 10 located at the lower end of the inclined surface and the bottom nets 14 and the inclined surface upwards of the respective partition reinforcement nets 20. A second nonwoven fabric installation process (step S8) of installing the nonwoven fabric 30 in an 'L' shape between the 14; A soil layer forming process of filling the soil layer 40 in the lower portion of the gabion body 10 (step S9); A greening mat installation step (S10 step) of laying the greening mat 70 on the soil layer 40; Covering the cover net 15 and inserting the reinforcing rod to fix the Gabion body 10 is characterized in that the finishing step (S11 step) of firmly connecting the partition reinforcement net 20 and the cover net 15.

The present invention facilitates the construction of reinforcing mattress gabion by preventing the outflow of soil from the front surface of the back surface by interposing a non-woven fabric in the portion of the reinforcing mattress gabion to be located on the front surface, and on the side of the reinforcing net inserted into the body After the formed connection part protrudes to the outside of the main body, simply insert the coupling bar into the insertion hole of the connection part from the outside of the main body to complete the installation of the reinforcement net, thereby installing the reinforcement net to prevent the strength reinforcement and the load phenomenon. Simple to reduce the working time and labor costs, fast work is possible even for less skilled workers, and the coupling bar supports the outer surface of the body to further improve the strength reinforcement and prevention of full stomach as well as gabion Plants sown that improve their ability to retain and provide moisture and nutrients inside In addition to improving the germination of seeds, there is a particular advantage that can provide a habitat for plants that reliably excel in the growth of germinated plants.

1 is a perspective view showing a vegetation reinforcement mattress gabion for greening of the first embodiment of the present invention,
Figure 2 is a perspective view of the Gabion body assembled with a partition net according to the first and second embodiments of the present invention,
3 is a partial cross-sectional view of the vegetation reinforcement mattress gabion for greening of the first embodiment of the present invention,
Figure 4a is a view showing the installation state of the partition reinforcing mesh according to the first and second embodiments of the present invention,
Figure 4b is a perspective view of the gabion body according to the present invention,
5 is a cross-sectional structural view of the greening mat according to the first and second embodiments of the present invention;
Figure 6 is a perspective view showing the vegetation reinforcement mattress gabion for greening of the second embodiment of the present invention,
Figure 7 is a partial cross-sectional view of the vegetation reinforcement mattress gabion for greening of the second embodiment of the present invention,
8 is a process flow chart for construction by the construction method of vegetation reinforcement mattress gabion for greening of the first embodiment of the present invention,
Figure 9a is a construction state of the vegetation reinforcement mattress gabion for greening of the first embodiment of the present invention,
9B is a view illustrating the construction of vegetation-reinforced mattress gabion for greening of the second embodiment of the present invention.

Hereinafter, with reference to the accompanying drawings will be described in detail a preferred embodiment of the vegetation reinforcement mattress gabion for greening and the construction method of the present invention.

1 is a perspective view showing the vegetation reinforcement mattress gabion for greening according to the first embodiment of the present invention, Figure 2 is a perspective view of the Gabion body assembled with a partition net according to the first and second embodiments of the present invention, Figure 3 is a first embodiment of the present invention 4 is a partial cross-sectional view of the vegetation-reinforced mattress gabion for greening, Figure 4a is a view showing a connection state of the front mesh and the reinforcing mesh according to the first and second embodiments of the present invention, Figure 4b is a perspective view of the gabion body according to the present invention, 5 is a cross-sectional structural view of the greening mat according to the first and second embodiments of the present invention, FIG. 6 is a perspective view showing the vegetation reinforcement mattress gabion for greening according to the second embodiment of the present invention, and FIG. 7 is a greening view of the second embodiment of the present invention. Partial cross-sectional view of vegetation-reinforced mattress gabion, FIG. 8 is a process flow chart for construction by the method of constructing vegetation-reinforced mattress gabion for greening according to the first embodiment of the present invention, and FIG. 9B is a view illustrating a construction state of the vegetation-reinforced mattress gabion for the greening of the second embodiment of the present invention, as shown in FIGS. 1 to 5. The vegetation reinforcement mattress Gabion is a Gabion body 10 on the rectangular parallelepiped consisting of the front net 11 and the rear net 12, the side nets 13, 13 ', the bottom net 14 and the cover net 15; A plurality of partition reinforcing meshes 20; Non-woven fabric 30 is installed in the 'L' shape on the vertical surface and the bottom mesh 14 of the front mesh 11 and the partition reinforcement mesh 20; An earth and sand layer 40 filled in the lower portion of the gabion body 10; A bottom nonwoven fabric 50 laid on the bottom mesh 14 of the gabion body 10; A plurality of fixing pins 60 for fixing the bottom nonwoven fabric 50 to the bottom surface; It is composed of a green mat 70 stacked on the soil layer (40).

The front net 11 and the rear net 12, the side nets 13 and 13 ', the bottom net 14, the cover net 15 and the partition reinforcement net 20 constituting the Gabion body 10 are galvanized. PVC wire coated with iron wire or galvanized steel wire mesh made of twisted hexagonal type mesh (mesh) form, the mesh size of the wire (mesh) is 7.5? 8.5 × 9.5? 10.5cm, and the wire diameter of the wire mesh is 2.2? It is 4.0 mm (error ± 0.05-0.07), and the thing of tensile strength 380 N / mm <^2> is used preferably.

When the partition reinforcement net 20 is the length of the Gabion body 10 is 2m or more 45? It is installed at 55cm intervals.

The partition reinforcing mesh 20 crosses the horizontal wire mesh 21 and the vertical wire mesh 22 to form a grid net, but forms both ends of the vertical wire mesh 22 in the form of insertion holes 22a in the ring shape, and the insertion hole. It is provided by inserting the engaging bar 23 into 22a.

In addition, the nonwoven fabric 30 is installed in an "L" shape between the vertical surface and the bottom mesh 14 facing upwards of the inclined surface of the front mesh 11 of the Gabion body 10 located at the lower end of the inclined surface, respectively. The partition net 20 is installed in the form of an "L" between the vertical surface and the bottom net 14 facing upwards of the inclined surface.

The fixing pin 60 is formed in a '┐' shape, it is preferable to drive two deep per two m 2 of the bottom nonwoven fabric 50 to fix the bottom net 14 and the bottom nonwoven fabric 50 to the front surface.

In addition, the recording mat 70 is a pulp layer 71, a seed layer 72 stacked on the pulp layer 71, and a lower green polyethylene net layer 73 stacked on the seed layer 72. ), A coconut mat layer 74 stacked on the lower green polyethylene net layer 73, and an upper green polyethylene net layer 75 stacked on the coconut mat layer 74, onto a mattress. It is formed as an integrated structure.

6 is a perspective view showing the vegetation-reinforced mattress gabion for the greening of the second embodiment of the present invention, Figure 7 is a partial cross-sectional view of the vegetation-reinforced mattress gabion for the greening of the second embodiment of the present invention. In addition, the same code | symbol is attached | subjected to the part common to 1st Example shown in FIG. 1, and the detailed description is abbreviate | omitted. The vegetation reinforcement mattress gabion for greening of the second embodiment shown in Figs. 6 and 7 employs a rubble layer 40 'instead of the soil layer 40 of the first embodiment, so that the bottom mesh 14 of the gabion main body 10 is formed. The first non-woven fabric 50 is different from the first embodiment in that it does not use the bottom nonwoven fabric 50, and therefore does not use a plurality of fixing pins 60 for fixing the bottom nonwoven fabric 50 to the front surface of the floor. Is the same.

That is, the rubble layer 40 'is filled on the bottom mesh 14 of the gabion main body 10 in the second embodiment without the bottom nonwoven fabric 50.

Here, instead of forming the rubble layer 40 ', the soil layer 40 may be filled on the soil layer 40 again to form a double structure of the soil layer 40. FIG.

On the other hand, the construction method of vegetation-reinforced mattress gabion for greening of the first embodiment of the present invention is a pretreatment process for arranging the surface soil after installation according to the gradient, linear and linear in the section to install vegetation-reinforced mattress gabion for greening ( Step S1); A foundation process (step S2) of installing a foundation of Gabion, that is, a Gabion body 10 and a natural stone foundation or a concrete foundation after the foundation burrows according to the law and the linear; After the backfilling, the earth and sand compaction process (S3 step) to fully smelt the soil of the backfill portion; A surface compaction process (step S4) of rearranging the gradient of the front surface to fit the foundation and then performing a surface compaction so that settlement does not occur; A Gabion alignment process (S5 step) of positioning and fixing the Gabion body 10 on the legal surface after the completion of the step of compaction (S4 step); Laying the bottom nonwoven fabric 50 on the bottom net 14 of the Gabion body 10, the first non-woven fabric installation step of fixing on the surface with the bottom net 14 with a plurality of fixing pins 60 (step S6) Wow; A partition reinforcing netting installation process (step S7) of dividing the interior of the gabion main body 10 to form a plurality of partition nets 20 to form a plurality of accommodation spaces in the gabion main body 10; The vertical and bottom meshes of the lateral nets 13 of the gabion body 10 located at the lower end of the inclined planes between the vertical planes and the bottom nets 14 facing upwards and the slopes of the partition nets 20 facing upwards. 14) a second nonwoven fabric installation process (step S8) of installing the nonwoven fabric 30 in an 'L' shape; A soil layer forming process of filling the soil layer 40 in the lower portion of the gabion body 10 (step S9); A greening mat installation step (S10 step) of laying the greening mat 70 on the soil layer 40; Covering the cover net 15 and inserting the reinforcing rod is fixed to the Gabion body 10 is made of a finishing step (S11 step) to firmly connect the partition reinforcement net 20 and the cover net 15.

In the soil compaction process (step S3), 2? It is preferable to stabilize the soil by watering three times.

In the gabion alignment process (step S5), the front mesh 11, the rear mesh 12, and the side meshes 13 and 13 'are vertically assembled to the bottom mesh 14 of the gabion body 10 and assembled into a binding wire. The process to do is included.

In addition, in the first nonwoven fabric installation process, the bottom nonwoven fabric 50 is laid on the bottom mesh 14 of the Gabion body 10 and fixed on the surface with a plurality of fixing pins 60 together with the bottom mesh 14. (Step S6), the first soil layer forming process (step S9) after the soil compaction 2? It is preferable to spray the water three times to stabilize the soil, and it is preferable to use the earth and sand generated in the pretreatment process (step S1) as the earth and sand used for forming the soil layer.

On the other hand, the construction method of the vegetation reinforcement mattress gabion for the greening of the second embodiment of the present invention is omitted in the first nonwoven fabric installation step (step S6) in the construction method of the first embodiment, and the Gabion body in the soil layer forming process (step S9) (10) Except for filling the rubble layer 40 'into the lower portion of the Gabion body 10 instead of the first soil layer 40 to be filled in the lower inside, the same description as in Embodiment 1 will be omitted.

Example  One

The vegetation-reinforced mattress Gabion for greening of this invention of length 3m, width 1m, and height 50cm was constructed on the inclined surface of 45 degrees of slopes, and the action and effect were checked.

First, in the section where the vegetation reinforcement mattress gabion for the greening slope is installed by the pretreatment process, install the legal scaffolding frame in accordance with the gradient and linearity, and then arrange the earth and sand of the surface part (step S1), After the foundation trench was installed the base of Gabion, that is, the Gabion body 10 and natural stone foundation or concrete foundation (step S2).

Subsequently, in the soil compaction process, after refilling, considering the defects due to settlement of the soil, the soil of the backfill area is sufficiently compacted and then watered twice to stabilize the soil (step S3), and based on the slope of the surface in the surface compaction process. After arranging to fit the part, the surface was compacted to prevent settlement (step S4).

Subsequently, the gabion body 10 is positioned and fixed on the surface in the gabion alignment process, and then the front mesh 11, the rear mesh 12, and the side meshes 13 and 13 ′ are attached to the bottom mesh 14 of the gabion body 10. ) Vertically assembled with binding wires (step S5), and the bottom nonwoven fabric 50 is laid on the bottom net 14 of the Gabion body 10 in the first nonwoven fabric installation process to a plurality of fixing pins 60. It was fixed on the surface with the bottom net 14 (step S6).

The bottom nonwoven fabric 50 is installed for the purpose of preventing the outflow of soil.

Next, in the partition reinforcement netting installation process, two partition reinforcement nettings 20 are installed at intervals of 1 m in the interior of the gabion main body 10 to form a plurality of accommodation spaces in the gabion main body 10 (S7). In the step 2), in the second nonwoven fabric installation process, between the vertical surface and the bottom mesh 14 facing upwards of the inclined surface of the front mesh 11 of the gabion body 10 located at the lower end of the rake inclined surface and each partition reinforcing mesh ( 20, a non-woven fabric 30 was installed between the vertical surface facing upwards of the inclined surface and the bottom net 14 in the 'L' shape (step S8).

Wherein the non-woven fabric 30 is installed for the purpose of preventing the outflow of the soil, the partition reinforcement net 20 is to increase the binding force when assembling the Gabion body 10 and maximize the distribution of the load to maximize the distribution of Gabion body 10 structure Installed for the purpose of improving aesthetics and safety.

Subsequently, in the first soil layer forming process, the soil layer 40 is filled in the gabion body 10 and subjected to water compaction, followed by three times of watering to stabilize the soil (step S9).

Next, the green mat mat 70 is laid on the earth and sand layer 40 in the green mating process (step S10), and the cover net 15 is closed and a reinforcing rod is inserted in the finishing process to fix the gabion body 10. The partition reinforcement net 20 and the cover net 15 is firmly connected and fixed (step S11) to complete the construction of the vegetation reinforcement mattress gabion for greening according to the present invention.

Example  2

Omitting the first nonwoven fabric installation process (step S6) of the first embodiment, the rubble layer (40 ') instead of the soil layer 40 is filled in the lower portion of the Gabion body 10 in the soil layer formation process (step S9) Except for using the same vegetation reinforcing vegetation reinforcement mattress Gabion of the length 3m, width 1m, height 50cm on the slope of 45 ° lake slope in the same process and the same sequence as in Example 1, and its action and effect Checked.

In this way, the vegetation reinforcement mattress gaebion for greening completed in Examples 1 and 2 was inspected each time a certain period of time passed, and as a result, both Example 1 and Example 2 were excellent in the safety of the structure, and the vegetation was not only good, but also beautiful. It was confirmed that this was good.

In addition, as a result of comparing the construction of the vegetation reinforcement mattress gabion for greening of the present invention compared with other construction methods, it was also confirmed that the construction of the vegetation reinforcement mattress gabion for the greening of the present invention can significantly reduce the construction cost compared to other construction methods.

While the present invention has been described as a preferred embodiment, the present invention is not limited thereto, and various modifications can be made without departing from the gist of the invention.

10: Gabion Body 11: Front Net
12: rear net 13, 13 ': side net
14: bottom net 15: cover net
20: partition reinforcement mesh 21 horizontal wire mesh
22: vertical wire mesh 22a: insertion hole
23: bonding bar 30: nonwoven fabric
40: soil layer 40 ': rubble layer
50: non-woven fabric 60: fixing pin
70: recording mat 71: pulp layer
72: seed layer 74: coconut mat layer
73: lower green polyethylene net layer
75: upper green polyethylene net layer

Claims (15)

A Gabion body 10 on a cuboid consisting of a front net 11 and a rear net 12, side nets 13 and 13 ', a bottom net 14 and a cover net 15; A plurality of partition reinforcing meshes 20; Non-woven fabric 30 is installed in the 'L' shape on the vertical surface and the bottom mesh 14 of the front mesh 11 and the partition reinforcement mesh 20; An earth and sand layer 40 filled in the lower portion of the gabion body 10; A bottom nonwoven fabric 50 laid on the bottom mesh 14 of the gabion body 10; A plurality of fixing pins 60 for fixing the bottom nonwoven fabric 50 to the bottom surface; Vegetation reinforcement mattress Gabion for greening consisting of the greening mat 70 is stacked on the soil layer (40). The method of claim 1, wherein the bottom nonwoven fabric 50 and the plurality of fixing pins (60) instead of the soil layer 40 instead of the rubble layer 40 'or the soil layer 40 in a dual structure of the Gabion body 10 inside Vegetation reinforcement mattress Gabion for greening, characterized in that it is filled. The galvanized iron wire according to claim 1, wherein the front net 11 and the rear net 12, the side nets 13 and 13 ', the bottom net 14, and the cover net 15 of the gabion body 10 are galvanized iron wires. Or galvanized vegetation reinforcement mattress Gabion, characterized in that the wire mesh is made by twisting in the form of a hexagonal mesh (mesh) with a PVC coated iron wire. The mesh size of the wire mesh is 7.5? 8.5 × 9.5? Vegetation reinforcement mattress Gabion for greening, which is 10.5 cm. 4. The wire diameter of claim 3, wherein the wire diameter is 2.2? A vegetation-reinforced mattress gabion for greening, which is 4.0 mm (error ± 0.05-0.07) and has a tensile strength of 380 N / mm ² . 4. The partition reinforcing mesh 20 according to any one of claims 1 to 3, wherein the partition reinforcing mesh 20 is 45? Vegetation reinforcement mattress Gabion for greening, which is installed at intervals of 55 cm. According to claim 1 or 3, wherein the partition reinforcing mesh 20 crosses the horizontal wire mesh 21 and the vertical wire mesh 22 to form a grid-like net, while inserting both ends of the vertical wire mesh 22 in a ring shape Vegetation reinforcement mattress gaebion for greening, characterized in that the ball (22a) to form a coupling bar 23 is inserted into the insertion hole (22a) is installed. The non-woven fabric (30) according to claim 1, wherein the nonwoven fabric (30) is formed in an "L" shape between the bottom surface (14) and the vertical surface facing upwards of the inclined surface of the front mesh (11) of the Gabion body (10) located at the lower end of the inclined surface. The vegetation reinforcement mattress Gabion for greening, characterized in that installed in the "L" shape between the vertical surface facing the inclined surface upward of each partition reinforcement net 20 and the bottom net 14. According to claim 1, wherein the fixing pin (60) is made of a '┐' shape, two deep per two m 2 of the bottom nonwoven fabric 50 is deeply fixed to the bottom net 14 and the bottom nonwoven fabric 50 to the front surface floor Vegetation reinforcement mattress Gabion for greening, characterized in that. The method of claim 1, wherein the greening mat 70 is a pulp layer 71, the seed layer 72 laminated on the pulp layer 71, and the lower green polyethylene laminated on the seed layer 72 One consisting of a net layer 73, a coconut mat layer 104 stacked on the lower green polyethylene net layer 73, and an upper green polyethylene net layer 75 stacked on the coconut mat layer 74. Vegetation reinforcement mattress Gabion for greening, characterized in that formed into a structure integrated onto the mattress. A pretreatment step (S1 step) of arranging the surface soil after installation according to a gradient and linear installation of a legal scaffolding frame in a section to be installed vegetation reinforcement mattress gabion for greening; A foundation process (step S2) of installing a foundation of Gabion, that is, a Gabion body 10 and a natural stone foundation or a concrete foundation after the foundation burrows according to the law and the linear; After the backfilling, the earth and sand compaction process (S3 step) to fully smelt the soil of the backfill portion; A surface compaction process (step S4) of rearranging the gradient of the front surface to fit the foundation and then performing a surface compaction so that settlement does not occur; A Gabion alignment process (S5 step) of positioning and fixing the Gabion body 10 on the legal surface after the completion of the step of compaction (S4 step); Laying the bottom nonwoven fabric 50 on the bottom net 14 of the Gabion body 10, the first non-woven fabric installation step of fixing on the surface with the bottom net 14 with a plurality of fixing pins 60 (step S6) Wow; A partition reinforcement netting installation process (step S7) of dividing the interior of the gabion body 10 to form a plurality of partition reinforcement nets 20 to form a plurality of receiving spaces in the interior of the gabion main body 10; The vertical and bottom nets of the inclined surface upwards of the front mesh 11 of the Gabion body 10 located at the lower end of the inclined surface and the bottom nets 14 and the inclined surface upwards of the respective partition reinforcement nets 20. A second nonwoven fabric installation process (step S8) of installing the nonwoven fabric 30 in an 'L' shape between the 14; A soil layer forming process of filling the soil layer 40 in the lower portion of the gabion body 10 (step S9); A greening mat installation step (S10 step) of laying the greening mat 70 on the soil layer 40; Vegetation reinforcement mattress for greening consisting of a finishing process (step S11) covering the cover net 15 and inserting a reinforcing rod to fix the Gabion body 10 to firmly connect the partition reinforcement net 20 and the cover net 15. Construction method of Gabion. 12. The rubble layer according to claim 11, wherein the first nonwoven fabric installation process (step S6) is omitted, and instead of the soil layer 40 filled in the lower portion of the gabion body 10 in the first soil layer formation process (step S9). A method of constructing a vegetation reinforcement mattress gabion for greening, characterized in that 40 (40 ') is filled in the lower portion of the inside of the gabion body (10). 12. The method of claim 11, wherein the earth and sand compacting process (step S3) after the earth and sand compacting 2? Construction method of vegetation reinforcement mattress gaebion for greening, characterized in that the process includes stabilizing the soil by three times spraying. 12. The method of claim 11, wherein the Gabion alignment process (step S5), the front mesh 11, the rear mesh 12, the side mesh (13, 13 ') perpendicular to the bottom mesh 14 of the Gabion body 10 Construction method of vegetation reinforcement mattress gabion for greening, characterized in that the step of assembling with the binding wire to stand up. 12. The method of claim 11, wherein the first soil layer forming step (step S9) is carried out after 2? The method of constructing vegetation reinforcement mattress gaebion for greening, characterized in that the earth and sand used in the pretreatment process (step S1) is used as the earth and sand to stabilize the soil by spraying three times.

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