KR100925415B1 - Native rock Block of reinforcing slope and method for carrying out reinforcing slope seed spray soil using the same - Google Patents

Abstract

PURPOSE: A native rock reinforcing block for a slope and a greening construction method for reinforcing the slope using the same are provided to carry out a nature-friendly construction method and prevent scour phenomenon and drain water infiltrating to the slope. CONSTITUTION: A native rock reinforcing block for a slope(300) comprises a block main body, and a fixing member. The block main body comprises a bottom net(110), a side wall net(130), a natural stone(150), a cover net(170), and a binding member(190). The bottom net is closely fixed on the slope strata by the fixing member. The bottom net is arranged in a grid shape in a vertical direction and a horizontal direction on the slope. The bottom net is formed in a cross shape to form an installation space for a greening process unit. A natural stone housing space(133) with an opened upper part is formed in the side wall net. The natural stone housing space is filled with the natural stone. The cover net corresponds to the upper border and the bottom net of the side wall net. The cover net covers the natural stone housing space. The cover net is connected to the side wall net by the binding member. The fixing member supports the bottom net on the slope strata.

Description

Natural rock block of reinforcing slope and method for carrying out reinforcing slope seed spray soil using the same}

The present invention relates to a slope natural stone reinforcement block and a slope reinforcement greening construction method using the same, and more specifically, provided by a wire mesh type block filled with natural stone, which is an environmentally friendly material, the smooth drainage of the infiltration water penetrating the slope and at the same time scour The present invention relates to a slope natural stone reinforcement block and a slope reinforcement greening method using the same to prevent a phenomenon and to implement a natural friendly method.

In general, when some slopes of mountain slopes or hills are damaged by natural disasters such as heavy rains or floods, the damaged slopes are shaved by a certain amount, and soils are filled in the areas to form new slopes.

In addition, when a road or a railroad is newly established on a hillside or a hillside, the mountainside or hillside is cut by a certain amount to flatten the opened surface, and then the remaining portion is formed as a new slope.

In order to prevent flooding of rivers and to use water resources, banks and banks formed near rivers and lakes, and slopes due to sedimentary soils are formed.

As described above, when the soft slopes of the fill area or cut area formed by cutting or filling up the soil as new terrain are left to the ground, the soil of the slope is easily lost due to various natural causes such as heavy rain or flood. There was a problem that recovery work should be performed.

Here, bare land refers to a land without buildings or the like on the ground.

On the other hand, if the soft slope of the excavated area or cut area created by cutting or filling up the soil as a new terrain is left to bare land, the problem is that there is a high risk of collapse of the bare land slope and causing enormous life and property damage. there was.

Therefore, by installing a separate reinforcement structure on the inclined surface and then recording the inclined surface in advance to prevent the surface collapse of the inclined surface, there is a need for a technology that allows such a reinforcement structure can be easily and stably maintained for a long time.

In addition, it is important to efficiently drain the infiltration water penetrating the inclined surface due to rain, etc. Therefore, a situation in which a reinforcing structure, a reinforcing device, etc. for reinforcing the inclined surface is required.

On the other hand, the grid block is installed on the inclined surface according to the prior art is provided in the 'cross (+)' shape to correspond to the inclined surface in a plurality of up and down and left and right directions were constructed on the inclined surface.

The grid block is formed of a material that is not easy to drain, such as concrete, the drainage due to the infiltration water in the inclined surface is not smooth, there was a problem that the collapse of the inclined surface due to inadequate drainage.

Moreover, since the block is made of a material such as concrete, it is harmful to the natural environment, and there is a problem in that scour phenomenon occurs due to the infiltration water.

Here, the scour phenomenon refers to a phenomenon in which the ground is dug by the vortex force generated when water such as infiltration water flows and hits the concrete lattice block.

In order to solve the above problems, the present invention is provided by a wire mesh type block filled with natural stone, which is an environmentally friendly material, to achieve a smooth drainage of the infiltration water penetrating the inclined surface and to prevent scour phenomenon, and a natural friendly method An object of the present invention is to provide a slope natural stone reinforcement block and a slope reinforcement greening method using the same.

In order to achieve the above object, the inclined surface natural stone reinforcement block according to the preferred embodiment of the present invention is in close contact with the inclined ground layer and fixed, and arranged in a grid shape in the vertical direction and the left and right directions with respect to the inclined surface can be formed in the greening processing unit installation space A floor net provided in the shape of a cross (+) so that it may be; Fixing member for supporting the bottom net to the slope ground layer; A side wall network connected to orthogonal to the floor net so as to correspond to an edge of the bottom net so that a natural stone receiving space having an open top is formed; Natural stone filled in the natural stone receiving space; A cover net corresponding to an upper edge of the side wall net and the bottom net and covering the accommodation space; And a binding member wound around the connecting portion of the bottom net, the side wall net and the cover net to firmly support and fix the bottom net, the side wall net and the cover net.

Here, the fixing member is coupled to the fixed anchor from the top of the bottom plate, a fixed anchor which is built in the inclined surface layer, the pressure plate to press the top of the bottom mesh so that the bottom net can be fixed to the inclined surface layer, It is preferable to include a fixture for fixing the bottom net.

In addition, the fixed anchor may alternatively be applied among a nail, a strong anchor, and a chemical anchor.

In addition, the bottom and side walls are interconnected with the outer edges of the side wall so as to prevent sagging along the inclined direction of the inclined surface due to its own weight after the natural stone is filled in the receiving space formed by the binding member. It is preferable to further comprise a deflection preventing member for supporting.

On the other hand, the slope reinforcement greening method using natural slope reinforcement block according to the present invention is the flattening step of evenly flattening the bottom of the slope so that the slope natural stone reinforcement block can be installed stably; A fixed anchor is installed with a certain distance on the inclined surface so that a plurality of natural stone reinforcement blocks in a slope shape can be installed in the vertical and horizontal directions, and a base plate is formed by arranging a 'cross (+)' shape net on the fixed anchor. A floor net installation step of fixing the support through the fixture; A side net assembly step of binding side nets by a binding member perpendicular to the bottom net; Natural stone filling step of filling the natural stone in the receiving space formed by the assembly of the side network; A cover net installation step of covering the upper opening formed by the side net assembly with a cover net by fixing and supporting the upper end and the binding member of the side net; Then, the planting process is performed in the greening processing unit installation space in which the slope natural stone reinforcement block is installed in a lattice shape, and the construction and seeding step of the greening processing unit spraying the seeds of the plant in the greening process installation space and the slope natural stone reinforcement block is performed. It is made to include.

At this time, both sides of the side mesh corresponding to the 'cross (+)' shaped bottom mesh is connected to one side edge portion and the upper edge portion of the side mesh with a sag prevention member so as to prevent sagging by self-weight in the inclined direction. It is preferable that the sag preventing member further comprises a step of installing.

In addition, the floor net installation step is a nail hole drilling step for drilling a nail hole in a grid shape on the slope layer, and inserting a soy nail into the nail ball, grouting the nail hole insertion and grouting step, And after placing the center of the 'cross (+)' shaped bottom net on the soil nail fixed to the slope strata, the bottom net to adhere the pressure plate to the top of the bottom mesh to secure the bottom net to the slope strata It may be achieved including a fixing step.

Referring to the effects of the slope natural stone reinforcement block and the slope reinforcement greening construction method using the same according to the present invention described above are as follows.

First, the natural stone is filled and installed inside the wire mesh to allow the smooth drainage of the infiltrating water penetrating the inclined surface. Unlike conventional inclined surface blocks such as concrete, natural-friendly construction is made with eco-friendly blocks in that natural stone is used. It is possible.

Second, by installing and filling natural stones of various sizes or sizes, it can have the effect of pressing and pressing the ground slope by the weight of the filled natural stones, and the natural stone blocks of slopes such as conventional concrete due to the smooth drainage by a plurality of natural stones. It can prevent the scour phenomenon occurring in.

Third, by providing the deflection prevention member, it is possible to prevent the phenomenon of sagging in the inclined direction due to the self-weight of the natural stone filled with both sides of the cross (+) shape in the natural stone reinforcement block of the inclined surface. Can be installed and maintained.

Fourth, the natural stone-filled inclined natural stone reinforcement blocks are placed in a lattice shape to perform a greening operation in the greening processing unit installation space created by the lattice-shaped natural stone block and green plants to create a beautiful inclined environment with a three-dimensional appearance.

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

1 is an exploded perspective view showing the inclined surface natural stone reinforcement block according to the first embodiment of the present invention, Figure 2 is a combined perspective view showing a sloped natural stone reinforcement block according to the first embodiment of the present invention.

Figure 3 is a cross-sectional view showing a state in which the inclined surface natural stone reinforcement block is installed on the inclined surface according to the first embodiment of the present invention, Figure 4 is a sloped natural stone reinforcement block according to the first embodiment of the present invention is arranged in a grid shape on the inclined surface This diagram shows the state of use.

As shown in Figures 1 to 4, inclined surface natural stone reinforcement block 300 according to a preferred embodiment of the present invention is a bottom net 110, side wall net 130, natural stone 150, cover net 170, binding member It comprises a block body 100 including a 190, and a fixing member 200.

Here, the bottom net 110 is tightly fixed by the inclined surface layer 500 and the fixing member 200, and arranged in a grid shape in the vertical and horizontal directions with respect to the inclined surface to form a greening processing unit installation space 900 It is desirable to be provided in a 'cross (+)' shape so that.

In addition, the side wall net 130 is interconnected so as to be orthogonal to the bottom net 110 along the outer periphery of the edge of the bottom net 110, whereby the natural stone 150 receiving space 133 is opened at the top Can be formed.

In addition, the natural stone 150 is filled in the natural stone receiving space 133, it is preferable that the natural stone 150 of various sizes are filled corresponding to the natural stone receiving space 133.

As described above, since the natural stone 150 is provided in various sizes, the natural stones 150 may be stably adhered to each other in the natural stone accommodation space 133.

At this time, the infiltration water penetrating into the inclined ground layer 500 through the close contact portion of the natural stone 150 may be smoothly drained in the inclined direction.

In addition, the cover net 170 corresponds to the upper edge and the bottom net 110 of the side wall net 130, covering the natural stone receiving space 133 to the side wall net 130 and the binding member 190 Is connected by.

The bottom net 110, side wall net 130, cover net 170 as described above is made of a wire frame having a certain strength so that the edge portion can be connected by the binding member 190, the inside of the wire frame It is formed of a mesh type having a certain size so that the filled natural stone 150 is not carried out to the outside.

In addition, the bottom net 110 is formed in a 'cross (+)' type of the net type, the side wall net 130 corresponds to the edge of the bottom net 110 and orthogonal to the bottom net 110 It is connected by the binding member 190.

In this case, the natural stone 150 is filled in the natural stone receiving space 133 formed by the side wall net 130 is connected, and then the cover net 170 corresponding to the bottom net 110 is the side wall net 130 In close contact with the upper edge of the) is connected by the binding member 190.

The block body 100 including the bottom net 110, side wall net 130, natural stone 150, cover net 170, the binding member 190 as described above is inclined by the fixing member 200 It is fixed to the strata 500.

In detail, the fixing member 200 supports and fixes the bottom net 110 to the inclined ground layer 500, and includes a fixing anchor, a pressure plate 230, and a fixture.

Here, the fixed anchor is preferably provided as a soil nail 210 is inserted into the nail hole 221 that is disposed in the grid shape in the vertical and horizontal directions on the inclined surface layer 500, the soil nail 210 is After inserting into the nail hole 221, the nail hole 221 is grouted to be firmly supported by the grouting processing unit 220 to the inclined surface layer 500.

In addition, the pressure plate 230 is fixed to the sole nail 210, the bottom net 110, and then in close contact with the top surface of the bottom net 110 to fix the bottom net 110.

In this case, it is preferable that the acupressure plate 230 has a through hole 231 corresponding to the soil nail 210 in the center portion.

On the other hand, the bottom net 110 has a fixing hole 111 is fixed to the soil nail 210 is penetrated by the soil nail 210 is formed in the center.

At this time, the bottom net 110 is in close contact with the inclined surface layer 500 through the fixing hole 111 of the bottom net 110 and the through hole 231 of the pressure plate 230, the top of the soil nail 210 A fixing nut 250 provided as a fastener is coupled to the spiral 211 formed in the coupling.

Therefore, the bottom net 110 may be stably supported on the inclined ground layer 500 by the fixing member 200.

In conclusion, the block body 100 including the bottom net 110, side wall net 130, natural stone 150, cover net 170, the binding member 190 is the soil nail 210, acupressure plate 230 By the fixing member 200 including the fixing member 250, the inclined surface layer 500 may be stably fixed.

As described above, the inclined surface natural stone reinforcement block 300 is disposed in a plurality of vertical and horizontal directions on the inclined surface so that the lattice-shaped greening processing unit installation space 900 can be formed.

Here, each of the inclined surface natural stone reinforcement block 300 is preferably fixed to each other by the binding member 190.

At this time, the inclined surface natural stone reinforcement block 300 is an outer edge portion 131 of the side wall net 130 so as to prevent sagging by the weight of the natural stone 150 filled in the inner space along the inclined direction (S). ) May further comprise a sag preventing member 180 to be connected to each other.

The sag prevention member 180 may be connected to each corner portion 131 formed on the outside of the side wall net 130, but may be alternatively connected to the top, middle, and bottom of the corner portion 131, more It is preferable that a plurality of edges 131 be formed at the upper end, the middle end, the lower end, etc. for stable support.

On the other hand, when the inclined surface natural stone reinforcement block 300 as described above is schematically described the state installed in the inclined surface layer 500, as follows.

First, the nail hole 221 is drilled in the inclined surface layer 500 on which the flattening operation is performed, and the soil nail 210 is inserted into the nail hole 221 for grouting treatment, and the soil fixed by the grouting processing unit 220. The bottom net 110 is coupled to the top of the nail 210 through the through-hole 111.

Then, the pressure plate 230 is coupled to the upper surface of the bottom nail 110 by coupling the pressure plate 230 through the through hole 231 to the top of the soil nail 210, and from the upper side of the pressure plate 230. The fixing nut 250 is fastened to firmly support the bottom net 110 to the inclined ground layer 500.

Thereafter, the side wall net 130 is connected to the binding member 190 so as to be orthogonal to the edge of the bottom net 110, and the natural stone 150 is filled in the natural stone accommodation space 133 thus formed.

Then, the cover net 170 is in close contact with the upper edge portion of the side wall net 130 is firmly connected by the binding member 190.

Slope natural stone reinforcement block 300 is fixed to the inclined surface layer 500 through the process as described above, the inclined surface natural stone reinforcement block 300 is installed in a grid shape in the up and down and left and right directions of the inclined surface layer 500. desirable.

The inclined surface natural stone reinforcement block 300 may be arranged in a grid shape to form a greening processing unit installation space 900.

In this way, the natural stone 150 is filled with natural stone reinforcement block 300 is filled with a lattice-shaped to perform the greening process in the greening processing unit installation space 900 generated by the lattice-shaped natural stone block and green plants are combined to create a three-dimensional feeling You can create a beautiful slope environment.

Furthermore, after installation of the side wall net 130, the outer edge portion 131 of the side wall net 130 is disposed so as not to sag in the inclined direction S by the weight of the natural stone 150 filled in the natural stone accommodation space 133. The sag prevention member 180 may be connected to the sag.

As described above, by filling the natural stone 150 therein can be made with the smooth drainage of the infiltration water penetrating the inclined surface, by using the natural stone 150 can be made of eco-friendly block slope reinforcement greening construction. .

In addition, the scour phenomenon due to the smooth drainage by the natural stone 150 can be prevented, and it can be compacted by pressing the inclined ground slope by the weight of the natural stone 150.

In addition, the deflection preventing member 180 is provided to prevent the phenomenon that both sides in the inclined direction (S) by the weight of the natural stone 150 in the 'cross (+)' shaped slope natural stone reinforcement block 300. Can be.

5 is a cross-sectional view showing a state in which the inclined surface natural stone reinforcement block is installed on the inclined surface according to the second embodiment of the present invention.

As shown in Figure 5, inclined surface natural stone reinforcement block 600 according to the second embodiment of the present invention is a bottom net 110, side wall net 130, natural stone 150, cover net 170, binding member ( It comprises a block body 100 including a 190, and a fixing member 400.

First, the inclined surface natural stone reinforcement block 600 shown in FIG. 5 is the block body of the inclined surface natural stone reinforcement block 300 according to the first embodiment of the present invention, the configuration of the block body 100 described with reference to FIGS. 100 is the same as the configuration.

Therefore, hereinafter, the description will be made with reference to FIGS. 1 to 4, and the repeated description of the same block body 100 configuration will be omitted.

Furthermore, the inclined surface natural stone reinforcement block 600 shown in FIG. 5 is a fixing member having a different configuration from the fixing member 200 of the inclined surface natural stone reinforcement block 300 according to the first embodiment of the present invention described with reference to FIGS. 400.

Therefore, hereinafter, the inclined surface natural stone reinforcement block 600 according to the second embodiment of the present invention will be described with reference to the configuration of the fixing member 400.

The fixing member 400 includes a fixing anchor, acupressure plate 430 and a fixing tool, and the fixing anchor is provided as a strong anchor, and includes an expansion member 411 and an anchor cap 413.

In addition, the fastener is provided as a fixing bolt 415 is fastened and fixed to the upper portion of the anchor cap (413).

Strong anchor consisting of the expansion member 411 and the anchor cap 413 is for fixing the fixed object to the concrete floor, etc., the bottom net 110 can be fixed to the inclined ground layer 500.

At this time, the inclined surface layer 500 is formed with a drilling hole 421 in a grid shape in the vertical and horizontal directions so that the fixing member 400 is installed, the drilling hole 421 is grouted grouting processing unit 420 is formed.

An installation hole for installing a strong anchor is drilled in the grouting processing unit 420, and a strong anchor including an expansion member 411 and an anchor cap 413 is installed in the installation hole.

Then, after the bottom net 110, the pressure plate 430 is in close contact with the upper surface of the inclined surface layer 500, the fixing bolt 415 is fastened with the anchor cap 413 from the upper side of the pressure plate 430. .

Accordingly, the bottom net 110 can be stably supported on the inclined ground layer 500, and consequently the inclined natural stone reinforcement block 600 can be fixed to the inclined ground layer 500.

On the other hand, instead of the strong anchor consisting of the expansion member 411 and the anchor cap 413 as described above may be provided as a chemical anchor (not shown).

The chemical anchor (not shown) is, for example, an injection-type chemical anchor (not shown) and drills holes in concrete, foam concrete, or rock, and fills the chemicals into the holes, and then inserts fixing bolts (not shown) and bonds them. It may be provided as a means for fixing the fixing bolt (not shown) by solidifying.

Of course, various chemical anchors may be applied in addition to the injection chemical anchors (not shown).

6 is a block diagram showing the flow of the slope reinforcement greening construction method using the natural slope reinforcement block in accordance with the present invention, hereinafter will be described with reference to the slope natural stone reinforcement block 300 of FIG.

As shown in Figure 6, inclined surface reinforcement greening method using the natural stone reinforcement block in accordance with the present invention is a slope flattening step 610, floor net installation step 620, side mesh assembly step 630, sag prevention member installation step 640, the natural stone charging step 650, the cover net installation step 660, and the greening processing unit construction and seeding step 670.

When explaining the slope reinforcement greening method using the natural slope reinforcement block as described above according to the construction order as follows.

First, the inclined surface flattening step 610 is to uniformly flatten the top surface of the inclined surface layer 500 so that the inclined surface natural stone reinforcement block 300 can be stably in close contact with the inclined surface.

After the inclined plane flattening step 610, the bottom net installation step 620 is a fixed anchor so that the inclined plane natural stone reinforcement block 300 in the grid shape 500 may be installed in a plurality of grids in the vertical and horizontal directions, The pressure plate 230, and the fixing member 200 including the fixture consists of fixing the bottom net 110 on the inclined surface.

In this case, the fixing member 200 may be provided as the fixing member 400 described with reference to FIG. 5, and may also be provided as a fixing member (not shown) including a chemical anchor (not shown).

On the other hand, the bottom net installation step 620 is preferably made by including a nail hole drilling step 621, a small nail insertion and grouting step 622, and the bottom net fixing step 623.

In this case, the nail hole drilling step 621 is a step of drilling the nail hole 221 in a grid shape on the inclined ground layer 500, the insertion and grouting of the nail nail 210 is the nail hole 221 Inserting the soil nail 210 in the grind process and the nail ball 221 is made.

In addition, the bottom net fixing step 623 is a cross (+) shape of the bottom net 110 through the fixing hole 111 from the upper side of the soil nail 210 is fixed to the inclined surface layer 500 Fixing, and the pressure plate 230 in close contact with the upper surface of the bottom net 110 consists of a step of fastening and fixing with a fixing nut 250.

After the floor net installation step 620, the side net assembly step 630 is located in the binding member (by positioning the side net 130 so as to be orthogonal to the bottom net 110 to correspond to the edge of the bottom net 110) ( 190).

In addition, after the side mesh assembly step 630, the deflection prevention member installation step 640 is the one side edge portion 131 of the side mesh 130 when viewed in the vertical upward direction based on the inclined direction (S) The upper left corner 131 and the other edge portion 131 and the upper right corner portion 131 of the side mesh 130 is made of a step of connecting the sag preventing member 180.

As described above, by including the deflection preventing member 180 installation step 640, both sides of the inclined surface natural stone reinforcement block 300 can be prevented from sagging in the inclined direction (S) by the weight of the natural stone 150. .

On the other hand, after the deflection prevention member installation step 640, the natural stone charging step 650 consists of filling the natural stone 150 in the natural stone receiving space 133 formed by the side network 130 assembly.

In addition, after the natural stone charging step 650, the cover net installation step 660 is to cover the upper opening of the natural stone receiving space 133 filled with the natural stone 150 with the cover net 170 of the side mesh 130 It consists of a step of fixing the support to the top and the binding member 190.

Lastly, after the cover net installation step 660, the construction and seeding step of the greening processing unit 670 is a greening processing unit formed by installing a plurality of slope natural stone reinforcement block 300 in the grid shape on the inclined ground layer 500 The greening operation is performed in the installation space 900, and the seeding process is made of a seeding (seeding) step of sowing the plant seeds in the installation space 900 and the slope natural stone reinforcement block 300.

As described above, the lattice-shaped natural stone block and the green plant are formed by performing a greening operation in the greening processing unit installation space 900 generated by arranging the inclined natural stone reinforcement block 300 filled with the natural stone 150 in a grid shape. Together, it has a three-dimensional effect and can realize a beautiful inclined environment.

Although specific embodiments of the present invention have been described in detail above, the present invention is not limited thereto, and various modifications may be made by those skilled in the art without departing from the spirit of the present invention as claimed in the claims. Modifications are possible and such variations are within the scope of the present invention.

1 is an exploded perspective view showing a slope natural stone reinforcement block according to the first embodiment of the present invention.

Figure 2 is a perspective view showing a combined slope natural stone reinforcement block according to the first embodiment of the present invention.

3 is a cross-sectional view showing a state in which the inclined surface natural stone reinforcement block is installed on the inclined surface according to the first embodiment of the present invention.

Figure 4 is a use state diagram showing a state in which the inclined surface natural stone reinforcement block according to the first embodiment of the present invention is arranged in a grid shape on the inclined surface.

5 is a cross-sectional view showing a state in which the inclined surface natural stone reinforcement block is installed on the inclined surface according to the second embodiment of the present invention.

Figure 6 is a block diagram showing the flow of the slope reinforcement greening construction method using a natural stone reinforcement block in accordance with the present invention.

<Description of Symbols for Main Parts of Drawing>

100: block body 110: floor net

130: side wall network 150: natural stone

170: cover mesh 180: deflection preventing member

190: binding member 200, 400: fixing member

300, 600: slope natural stone reinforcement block 500: slope slope

700: recording processing unit 900: recording processing unit installation space

Claims (7)

A bottom net provided in close contact with the inclined ground layer and disposed in a grid shape in up and down and left and right directions with respect to the inclined surface so as to form a greening processing unit installation space; Fixing member for supporting the bottom net to the slope ground layer; A side wall network connected to orthogonal to the floor net so as to correspond to an edge of the bottom net so that a natural stone receiving space having an open top is formed; Natural stone filled in the natural stone receiving space; A cover net corresponding to an upper edge of the side wall net and the bottom net and covering the accommodation space; And Sloped natural stone reinforcement block including a binding member wound around the connection portion of the bottom net, side wall net and the cover net to firmly support the bottom net, side wall net and the cover net. The method of claim 1, The fixing member may include a fixed anchor installed in the inclined ground layer so as to support and fix the bottom net to the inclined ground layer, a pressure plate for pressing the upper portion of the bottom mesh, and the fixed anchor from the upper portion of the pressure plate. Sloped natural stone reinforcement block characterized in that it comprises a fixture for fixing the net. The method of claim 2, The fixed anchor is inclined natural stone reinforcement block, characterized in that the alternatively applied to the nail, strong anchor, chemical anchor. The method of claim 1, The bottom and side walls are interconnected to support the outer edges of the side wall to prevent the phenomenon of sagging along the inclined direction of the inclined surface after the natural stone is filled in the receiving space formed by being fixed by the binding member Sloped natural stone reinforcement block, characterized in that further comprises a deflection prevention member. A flattening step of evenly flattening the bottom of the inclined surface so that the inclined surface natural stone reinforcement block can be stably installed; A fixed anchor is installed with a certain distance on the inclined surface so that a plurality of natural stone reinforcement blocks in a slope shape can be installed in the vertical and horizontal directions, and a base plate is formed by arranging a 'cross (+)' shape net on the fixed anchor. A floor net installation step of fixing the support through the fixture; A side net assembly step of binding side nets by a binding member perpendicular to the bottom net; Natural stone filling step of filling the natural stone in the receiving space formed by the assembly of the side network; A cover net installation step of covering the upper opening formed by the side net assembly with a cover net by fixing and supporting the upper end and the binding member of the side net; And The planting process is performed in the greening processing unit installation space formed by installing the slope natural stone reinforcement block in a lattice shape, and constructing and seeding the greening processing unit sowing the seeds of the plant in the greening process installation space and the slope natural stone reinforcing block. Slope reinforcement planting method using natural stone reinforcement block The method of claim 5, Deflection connecting the one side edge portion and the upper edge portion of the side net to the sag prevention member so that both sides of the side net corresponding to the cross-shaped bottom net can be prevented from sagging by the weight in the inclined direction. Slope reinforcement greening construction method using the slope natural stone reinforcement block, characterized in that further comprising the step of installing the prevention member. The method according to claim 5 or 6, The floor net installation step is a nail hole drilling step for drilling a nail hole in a grid pattern on the inclined surface layer, inserting a soil nail into the nail ball, and inserting and grouting a nail nail grouting process, and the slope surface The bottom net fixing step of positioning the center of the cross-shaped bottom net on the soil nail fixed to the ground layer, and then attaching the pressure plate to the upper part of the bottom net to fix the bottom net to the inclined ground layer. Slope reinforcement greening construction method using the slope natural stone reinforcement block, characterized in that the made.

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