KR20060119274A - Structure raising the ground level with a landscape architecture stone and execution method thereof - Google Patents

Abstract

A ground heaping structure using a landscape architecture stone and a construction method for the same are provided to stably maintain the mounting state of the landscape architecture stone, and stably support the landscape architecture stone. A ground heaping structure using a landscape architecture stone comprises a gravity-type reinforced soil, a concrete part(12), a base stone(20), upper stones(22,24), and a drain layer(36). As plural layers of compacted soil(30,32,34) are accumulated on the ground(5), a slope is generated at one side. The gravity-type reinforced soil comprises the compacted soil and a plurality of reinforcing materials inserted between the respective compacted soil at regular intervals. At least one of the concrete part is inserted in a groove formed on the ground. The base stone is fixed by the reinforcing material and a turn-buckle/anchor-bolt set(42). The upper stone is contacted with the reinforced soil by a lower part thereof. The drain layer is formed on the front of the slope of the reinforced soil. A construction method for the structure comprises steps of supporting the base stone, heaping up the compacted soil, forming the drain layer, fixing a geogrid(40) to the compacted soil and the base stone, arranging the upper stone, filling a space between the upper stone and the base stone with mortar, mounting a Sam's anchor(50), and mounting at least one layer of the base stone and the upper stone.

Description

Structure raising the ground level with a landscape architecture stone and execution method

1 is a structural diagram of the fill portion using the landscape stone according to the invention

Figure 2a to 2g is a view explaining the construction method of the fill section using the landscape stone according to the invention

3 is a view for explaining a fixing method using a spring anchor between the upper and lower seats;

4 is a diagram illustrating a geogrid installation method.

5 is a structural diagram of another embodiment of the present invention applying a geobar

6 is a structural diagram of another embodiment of the present invention to which a hole pipe for drainage is applied;

Figure 7 is a structural diagram of another embodiment of the present invention using feldspar

The present invention relates to a landfill part and a construction method thereof, and more particularly, in the landscaping of the landscaping body, the landscaping surface is formed of natural stone, and the landscaping stone is supported using a geogrid for the gravity stone wall structure. It relates to a fill section and its construction method.

In general, civil engineering or construction sites should consider reinforcement of the cut surface formed by cutting the rock part or the ground, or reinforcement of the slope of the fill part generated between different areas in the process of laying the ground.

The cut section is a structure with respect to the inclined surface having a slope formed by an arbitrary incision, and the fill section is a structure with respect to the inclined surface formed with an altitude difference in the process of filling.

Here, the cutting surface and the inclined surface may be presented a construction method for reinforcement in various ways. Among them, reinforcement method should be applied to the landscaping, considering the safety and economic feasibility as well as the landscaping considering external aesthetics.

In general, in order to reinforce the inclined surface of the fill portion, a retaining wall structure using concrete pouring or a stone wall structure using natural stone may be presented.

However, the retaining wall structure using concrete pouring lacks flexibility and variability corresponding to shapes of slopes and rocks to be installed. And a support base is needed to solve the flexibility and variability, but a considerable space is required to secure the support base. In addition, the securing of such space requires a lot of backfilling work, and thus the construction period is extended, and construction costs are high. In addition, in the case where a partial breakage of the retaining wall structure occurs in the future, repair thereof is difficult, and it is difficult to satisfy the landscape aspect in consideration of aesthetics.

In addition, in the case of the stone wall structure using natural stone, the landscape aspect can be satisfied, and flexibility and variability corresponding to the inclined surface can be secured, but when the stone is stacked together with the fill, it is difficult to maintain the natural stone in an upright state, and when stacked in multiple stages If you are not an experienced installer, the natural stone can easily fall.

Therefore, it is desired to develop an improved construction method for the fill section that can construct the retaining wall in a multi-layer using landscaping stones such as natural stone.

An object of the present invention is to provide a landscaping part and its construction method that can be easily installed in a multi-layer stone wall, such as natural stone on the inclined surface, and can be installed in a stable structure.

Another object of the present invention is to provide a landfill portion and a construction method thereof in which the support state of the landscape stone is stabilized by supporting the landscape stone as a gravity retaining wall structure in which geogrid is applied to the inclined surface of the ground portion.

Filled section using the landscape stone according to the present invention, while the multi-layered compacted soil is laminated on the ground, the slope is formed by the height difference on one side, the plurality of reinforcement in the compacted soil is constantly spaced up and down Gravity-reinforced earth to be inserted; A concrete portion having a predetermined depth in the ground adjacent to the lower portion of the inclined surface and filled with at least one layer in the valley; A foundation stone which is supported by embedding a lower portion in the concrete part at a predetermined depth and is fastened to at least one of the reinforcement with a turnbuckle and anchor bolt set while one surface is in contact with the inclined surface of the reinforcement soil to support a fixed state; At least one layer of which a lower portion is in contact with the surface of the upper end of the foundation stone in contact with the reinforcement soil, and one surface is in contact with the inclined surface of the gravity-type reinforcement soil and is fastened with at least one of the reinforcement and the turnbuckle and anchor bolt set to support a fixed state. Upper seats; And a drainage layer formed by filling an aggregate on the front surface of the inclined surface of the reinforcement soil in which the base stone and the at least one layer of the upper stone contact each other. The puncture, and the sample anchor is installed between these grooves, characterized in that the fixing agent containing the sample is filled in the groove in which the sample anchor is inserted.

In addition, the fill portion using the landscaping stone according to the present invention, while the multi-layered compacted soil is laminated on the ground, the slope is formed by the height difference on one side, a plurality of reinforcement material is fixed up and down inside the compacted soil Spaced apart gravity reinforcement soils; A concrete portion having a predetermined depth in the ground adjacent to the lower portion of the inclined surface and filled with at least one layer in the valley; A basic stone having a rectangular shape and supported by being buried in a lower portion of the concrete part, the base stone being fastened by a set of at least one of the reinforcement material and a turnbuckle and anchor bolt while one surface is in contact with the inclined surface of the reinforcement soil; It has a rectangular shape, and is seated vertically on the ground with the foundation stone on the top of the foundation stone, the surface is in contact with the inclined surface of the gravitational reinforcement soil is fastened with at least one or more of the reinforcement and the turnbuckle and anchor bolt set is supported by a fixed state At least one upper seat; And a drainage layer formed by filling the front surface of the inclined surface of the reinforcement soil in which the base stone and the at least one layer of the upper stone are in contact with aggregate. The grooves are perforated in the upper and lower portions of the foundation stone or the upper stone, which are vertically erected, respectively. A fountain anchor is inserted and fixed between the grooves of the upper and lower base stones or the upper stone, and a fixing agent including a sample is filled in the groove into which the anchor anchor is inserted.

In addition, the fill site construction method using the landscape stone according to the present invention, the first step of supporting the foundation stone with concrete by digging bones on the ground; A second step of stacking and stacking a plurality of compaction layers with high quality earth and sand so as to have a predetermined height on one surface of the foundation stone; A third step of forming a drainage layer by forming a valley in a region where the compaction layer and the base stone contact and interposing the aggregate through an aggregate; A fourth step of installing a geogrid on the topmost compaction layer, wherein one end of the geogrid is fixed to the compaction layer with a fixing pin, and the other end of the geogrid is fastened to the foundation stone with a turnbuckle and anchor bolt set; A fifth step of arranging the upper seats to be staggered inwardly in the upper part of the foundation seats after the progress of the fill, the third step and the fourth step is carried out based on the foundation seats; Fill the space formed between the top and base stones with a fixing agent containing mortar, install a nonwoven fabric in the area where the top and base stones contact, to prevent the outflow of earth and sand, and to install the anchor anchors on both sides for fixing between the top and base stones A sixth step; And a seventh step of proceeding with the fill, the third step, and the fourth step at a predetermined height relative to the upper seat, and repeating the sixth and seventh steps to the inclined surface of the gravity-type reinforcement soil. Characterized in that the base stone and at least one layer of the upper seat is installed.

In addition, the fill section construction method using the landscaping stone according to the present invention, the first step of supporting the mortar-shaped foundation stone in concrete by digging bone on the ground; A second step of stacking and stacking a plurality of compaction layers with high quality earth and sand so as to have a predetermined height on one surface of the foundation stone; A third step of forming a drainage layer by forming a valley in a region where the compaction layer and the base stone contact and interposing the aggregate through an aggregate; A fourth step of installing a geogrid on the topmost compaction layer, wherein one end of the geogrid is fixed to the compaction layer with a fixing pin, and the other end of the geogrid is fastened to the foundation stone with a turnbuckle and anchor bolt set; A fifth step of arranging a rectangular top stone in a straight line so that the fill and the fill according to the third step and the fourth step are perpendicular to the upper part of the foundation stone after the filling is carried out at a predetermined height based on the foundation stone; ; Fill the space formed between the top and base stones with a fixing agent containing mortar, install a nonwoven fabric in the area where the top and base stones contact, to prevent the outflow of earth and sand, and to install the anchor anchors on both sides for fixing between the top and base stones A sixth step; And a seventh step of proceeding with the fill, the third step, and the fourth step at a predetermined height relative to the upper seat, and repeating the sixth and seventh steps to the inclined surface of the gravity-type reinforcement soil. Characterized in that the base stone and at least one layer of the upper seat is installed.

Hereinafter, with reference to the accompanying drawings, a preferred embodiment of the fill section and its construction method using the landscape stone according to the present invention will be described in detail.

The present invention has a structure for supporting the landscape stone as a gravity reinforced soil structure. As a landscape stone, various stones such as natural stone, blasted stone, and processed stone can be used. The gravity reinforced earth structure is a structure in which the fill structure and the landscape stone are supported by the frictional force of the reinforcement material.

Referring to FIG. 1, a fill section using a landscape stone is formed on the ground 5, and an inclined surface is formed on a side in which a predetermined height or more is deposited, and the foundation stone 20 and the upper stones 22 and 24 are multilayered on the inclined surface. Is stacked. 1 illustrates an embodiment in which the base stone 20 and the top stones 22 and 24 are stacked to be inclined toward the bottom surface, and the base stone 120 and the top stones 122, as shown in FIG. 124 may be constructed to be stacked upright without being inclined.

First, the embodiment of FIG. 1 has a structure in which the base stone 20 and the top stones 22 and 24 are sequentially stacked in multiple layers so as to cover the inclined surface of the fill portion. The foundation stone 20 is supported on the foundation concrete layer 10 by laying the ground 5 on the base plate, and the filling concrete layer 12 is formed on the upper portion of the foundation concrete layer 10. The lower end of the bottom of the predetermined depth is supported by the filled concrete layer (12).

That is, in order to form the foundation stone 20, the foundation concrete layer 10 and the filling concrete layer 12 are sequentially stacked on the broken bone, and the foundation concrete layer 10 is ground to support the load of the foundation stone 20. It is comprised on (5), and the filled concrete layer 12 is comprised in order to support the upright state of the foundation stone 20 primarily.

In addition, the upper stones 22 and 24 are stacked on the upper portion of the foundation stone 20, and the upper stones 22 and 24 constituting each layer are disposed to be offset from the end of the lower stone, and the upper stones 22, 24) the lower end is configured to be lower than the upper end of the lower seat. And, between the upper end of the base stone 20, the lower end of the upper seat 22 and the upper end of the upper seat 22 and the lower end of the upper seat 24, a spring anchor 50 is installed for support therebetween (Fig. 3), a groove is drilled in the base stone 20 and the upper seats 22 and 24 corresponding to the end of the fountain anchor 50 for the installation of the fountain anchor 50, and the cone is formed in the drilled groove. The end of the fountain anchor 50 into which the fix is filled and inserted is fixed. Here, Confix is an insert fixing agent for reinforcing bars based on cement mixtures and special additives.

In addition, in the lower space of the base stone 20 and the upper seat 22, the nonwoven fabric 54 is preferably installed to prevent the soil from leaking into the space between the base stone 20 and the upper seat 22, it is more rigid fixing For this purpose, the portion where the base stone 20 and the upper stone 22 abut is preferably filled with a fixing agent 52 such as mortar.

On the other hand, one side of the foundation stone 20 and the top stones (22, 24), that is, the filled side is composed of a multi-layered compaction layer (30, 32, 34) is repeatedly stacked on the ground (5), each The compaction layers 30, 32, and 34 are formed of high quality earth and sand, each having a thickness of about 20 cm, and preferably formed to be 90% or more, preferably 95% or more. Material of the compaction layer (30, 32, 34) can be implemented in various ways depending on the manufacturer's intention, of which the compaction layer (34) as aggregate (including recycled aggregate) having a diameter of 40 mm or less in consideration of drainage or recycling of resources. ) May be formed.

The geogrid 40 is installed between the compaction layers 30, 32, and 34, and one end of the geogrid 40 is fixed with a turnbuckle and anchor bolt set 42, and the other end is fixed with a pin 44. It is fixed. Since the compaction layers 30, 32, and 34 are each stacked to a thickness of about 20 cm, the geogrid 40 is configured such that the upper and lower layers have a spaced interval of about 60 cm, respectively. In addition, the geogrid installation method using the turnbuckle and anchor bolt set 42 and the fixing pin will be described later with reference to FIG. 4. The geogrid 40 installed by the above method has a frictional force by the upper and lower compacted soil, is supported by the frictional force, and supports the base stone 20 or the upper seats 22 and 24 connected to one end.

In addition, a drainage layer 36 for drainage is formed to have a width of about 20 cm between the stacked base stones 20, the top stones 22, 24, and the compaction layers 30, 32, and 34, and the drainage layer. 36 may be formed by being filled with aggregate (including recycled aggregate) having a diameter of 40 mm or less.

As described above, the drainage layer 36 is formed to smoothly discharge water penetrated into the compacted soil, and more smoothly when the compacted layer 34 is formed of aggregate (including recycled aggregate) having a diameter of 40 mm or less. Water penetrated into the compacted soil may be led to the drainage layer 36 and discharged.

In addition, the embodiment of FIG. 1 assumes the height of the base stone 20 is 1H, based on the width of the base stone 20 and the top stones 22 and 24. It must be constructed.

Filling construction method using the landscape stone according to the present invention having the structure as described above is as shown in Figures 2a to 2g.

First, as shown in FIG. 2A, the valleys 7 are dug to an appropriate depth on the ground 5 on which the foundation stones 20 are to be placed, and the foundation concrete for supporting the foundation stones 20 in the interior of the valleys 7 as shown in FIG. 2B. Form layer 10.

Then, as shown in FIG. 2C, the foundation stone 20 is placed on the upper portion of the foundation concrete layer 10, and the valleys 7 are filled with the filled concrete layer 12.

Thereafter, as shown in FIG. 2D, the compaction layers 30, 32, and 34 are stacked on the inner side of the foundation stone 20, that is, the region to form the fill body. In this case, each of the compacting layers 30, 32, and 34 is poured with high quality soil. The compaction is compacted so as to have a compaction degree of a predetermined value or more (95%) by repeated steps.

2D is formed between the compacted layers 30, 32, and 34 and the foundation stone 20, as shown in FIG. 2D, to have a width of about 20 cm, as shown in FIG. 2E, and the drainage layer 36 is formed by compacting aggregate therein. In this case, the drainage layer 36 may be formed together when each of the compaction layers 30, 32, and 34 are formed, or may be formed by digging bones at once on three layers after the compaction layers 30, 32, and 34 are formed. As a result, the drainage layer 36 is formed in a front-filling manner with respect to the compaction layers 30, 32, and 34, and the drainage layer 36 configured by the front-filling method is stable while reducing the outflow of soil from the compaction layers 30, 32, and 34. It is applied to drain the structure.

In addition, as shown in FIG. 2F, the geogrid 40 is installed, and the fastening structure between the geogrid 40 and the foundation stone 20 and the fixing pin 44 installation method may be described with reference to FIG. 4.

As described above, the geogrid 40 is formed on the compaction layers 30, 32, and 34, and then, as illustrated in FIG. 2G, a fill process of repeatedly stacking the compaction layers 30, 32, and 34 and other geogrids 40 is performed. When the fill is advanced to a predetermined height based on the foundation stone 20, the compaction layers 30, 32, and 34 and the geogrid 40 are disposed while the upper stones 22 are arranged to be staggered inwardly on the foundation stone 20. Proceed with the fill process to repeat the lamination.

Of course, in the above-described construction, the non-woven fabric 54 is installed in the lower space of the base stone 20 and the upper seat 22 to prevent the earth and sand from leaking into the space between the base stone 20 and the upper seat 22. The portion where the base stone 20 and the upper stone 22 contact each other is filled with a fixing agent 52 such as mortar.

The filling part of the structure as shown in FIG. 1 is completed by performing the filling process, and the drainage layer 36 included in the filling part may be formed to extend from the uppermost part to a predetermined height or less.

In the above-described construction, the fountain anchor 50 may be used as shown in FIG. 3 to provide a support coupling force between the base stone and the upper seat or the upper seat and the upper seat, and the anchor anchor 50 may be used as the foundation stone as shown in FIG. 3. It may be configured to provide their supportive engagement force by inserting into holes drilled between the 20 and the top seat 22 and securing them with a confix.

In addition, the method of installing the geogrid will be described with reference to Figure 4, the geogrid is fixed to the base stone 20 or the upper seat (22, 24) using a turnbuckle and anchor bolt set 42, "a" The other end is fixed to the compaction layer by a fixing pin having a shape.

First, the turnbuckle and anchor bolt set 42 is a set of the anchor bolt 420 and the turnbuckle 430 assembled. Here, the anchor bolt 420 has a structure in which the fixing part 422 to be inserted into the groove drilled in the base stone 20 or the upper seats 22 and 24 and the male screw part 424 having a predetermined length are integrally formed. Have The turnbuckle 430 has an end with a female thread into which the male screw portion 424 of the anchor bolt 420 is inserted, and the other end has an end with a female screw into which the male screw to be inserted into one end of the ring 434 is inserted. And these ends are connected to the buckle 432 having a straight structure through the hollow. In addition, the ring 434 has one end of the male screw portion formed at one end thereof, and a ring having a diameter at which the rebar penetrates at the other end thereof is formed.

The anchor bolt 420 having the structure described above has a function of being fixed by being punched in the perforated groove while the end of the fixing part 422 is opened, and thus is fixed in the perforated groove and filled in the perforated groove. It is fixed as a fixing agent.

The turnbuckle 430 is assembled to the anchor bolt 42 fixed as described above, and the reinforcing bar 440 is fitted to the ring 434 of the turnbuckle 430.

The rebar 440 is fixed to one end of the geogrid 40 that is spread over a predetermined width on the compaction layer. At this time, one end of the geogrid 40 is rolled to surround the rebar, the bundle member may be used to maintain the fastening state between the rebar 440 and the geogrid 40. As the bundle member, one or more bundle strings or wires which can be tightened in one direction of a polypropylene material may be used.

In addition, the geogrid 40 is fixed as the fixing pin 44 is struck in the unfolded state of the opposite end of the end fixed by the anchor bolt and turnbuckle set 42.

Then, the unfolded state and tension of the geogrid 40 can be adjusted by rotating the buckle 432.

In the above-described present invention, a geobar 60 may be installed as shown in FIG. 5 to support a more robust upper seat, and the geobar 60 is installed below the upper seats 22 and 24 and extends in the longitudinal direction. It is inserted into the perforated groove of the base stone 20 or the upper seat 22 of the position and fixed to the confix so as to distribute the load of the upper seats 22 and 24.

In addition, the present invention may be installed in the lower portion of the drainage layer 36 in order to consider the more efficient drainage, the perforated pipe 70 is a plurality of through-holes through which water can penetrate the side along the longitudinal direction Formed. Accordingly, the water moved along the drainage layer 36 may be collected in the oil hole pipe 70 and flow out.

Although the above-described present invention refers to a structure in which the landscape stone is inclinedly stacked toward the landfill body is formed, the present invention may be applied to the structure in which the landscape stone is stacked in a vertical structure as shown in FIG. 7.

In this case, the landscape stone is preferably used as a landscape stone (120, 122, 124) trimmed in a shape that is easy to assemble, such as a rectangular shape, the gravity-reinforced soil structure for fixing it is the same as the embodiment of FIG. The description is omitted and the same parts are denoted by the same reference numerals.

Therefore, according to the present invention, it is possible to easily construct a landscape stone such as natural stone on the inclined surface of the fill part as a multi-layer stone wall, and the installation state of the landscape stone can be maintained in a stable structure.

In addition, the support state of the landscape stone can be stabilized by supporting the landscape stone as a gravity retaining wall structure applying the geogrid to the inclined surface of the fill.

Claims (24)

Gravity reinforcement soils are formed on the ground by stacking the multi-layered compacted soil compacted by a high-level difference on one side, the plurality of reinforcement is inserted into the compacted soil to be spaced apart vertically; A concrete portion having a predetermined depth in the ground adjacent to the lower portion of the inclined surface and filled with at least one layer in the valley; A foundation stone which is supported by embedding a lower portion in the concrete part at a predetermined depth and is fastened to at least one of the reinforcement with a turnbuckle and anchor bolt set while one surface is in contact with the inclined surface of the reinforcement soil to support a fixed state; At least one layer of which a lower portion is in contact with the surface of the upper end of the foundation stone in contact with the reinforcement soil, and one surface is in contact with the inclined surface of the gravity-type reinforcement soil and is fastened with at least one of the reinforcement and the turnbuckle and anchor bolt set to support a fixed state. Upper seats; And And a drainage layer formed by filling an aggregate on the front surface of the inclined surface of the reinforcement soil in contact with the foundation stone and at least one layer of the upper stone. Grooves are drilled in the upper part of the upper or upper part of the base stone or upper seat located in the lower part, and the anchors are installed between these grooves, and the fixing agent including the sample fixer is filled in the grooves in which the anchors are inserted and fixed. Filling section using the landscape stone features. Gravity reinforcement soils are formed on the ground by stacking the multi-layered compacted soil compacted by a high-level difference on one side, the plurality of reinforcement is inserted into the compacted soil to be spaced apart vertically; A concrete portion having a predetermined depth in the ground adjacent to the lower portion of the inclined surface and filled with at least one layer in the valley; A basic stone having a rectangular shape and supported by being buried in a lower portion of the concrete part, the base stone being fastened by a set of at least one of the reinforcement material and a turnbuckle and anchor bolt while one surface is in contact with the inclined surface of the reinforcement soil; It has a rectangular shape, and is seated vertically on the ground with the foundation stone on the top of the foundation stone, the surface is in contact with the inclined surface of the gravitational reinforcement soil is fastened with at least one or more of the reinforcement and the turnbuckle and anchor bolt set is supported by a fixed state At least one upper seat; And And a drainage layer formed by filling an aggregate on the front surface of the inclined surface of the reinforcement soil in contact with the foundation stone and at least one layer of the upper stone. A groove is drilled in each of the upper and lower portions of the vertical or upper stone, which are vertically erected, and a sample anchor is inserted and fixed between the grooves of the upper and lower base stones or upper stone, and the sample anchor is inserted into the groove. Filling part using the landscape stone is characterized in that the fixing agent is filled. The method of claim 1 or 2, wherein the concrete layer, A foundation concrete layer serving as a foundation for supporting the foundation stone on the valley bottom; And Filled concrete layer using landscaping stone, characterized in that it comprises a; filled concrete layer to support the laid state of the foundation stone by embedding the lower end of the foundation stone placed on the foundation concrete layer to a predetermined depth. According to claim 1 or 2, wherein the reinforcement is composed of a geogrid, the geogrid is fixed by a fixing pin without being folded at one end, and the other end wraps the reinforcing bar inserted into the turnbuckle and anchor bolt set Filling part using the landscape stone is fastened by a fixing strap. The landfill part using a landscaping stone according to claim 1 or 2, wherein a nonwoven fabric is installed in a lower portion of the upper seat to prevent the outflow of soil to the space formed between the foundation seat or the upper seat. The landfill part using a landscape stone according to claim 1 or 2, wherein the space formed between the base stone and the upper stone is filled with a fixing agent containing mortar. The method according to claim 1 or 2, wherein the gravity reinforcement soil, The first compaction layer, the second compaction layer, and the third compaction layer having the same thickness are laminated, and a geogrid is installed as a reinforcement on the upper portion of the first compaction layer, the second compaction layer, the third compaction layer, and the like. Filling section using a landscape stone is characterized in that the geogrid is configured by repeatedly stacked. The method of claim 7, wherein The geogrid is a fill section using a landscape stone is installed so as to have a separation height of 50cm to 70cm up and down. The method according to claim 7, wherein the first compacting layer, the second compacting layer and the third compacting layer are each laminated to have a thickness of 15cm to 25cm, each layer is characterized in that the laminated layer has a compaction degree of 90 or more Filling section using. The method of claim 7, wherein Any one of the first compacting layer to the third compacting layer is formed of aggregate, the fill portion using a landscape stone, characterized in that configured to induce drainage. The method according to claim 1 or 2, Landscaping stone, characterized in that the geobaric reinforcement soil is installed in the horizontal direction so that the geobar is in contact with the bottom of the upper seat, one end of the geobar is inserted into the groove perforated in the upper or base stone below the upper seat is fixed with a fixing agent Used fill section. The method according to claim 1 or 2, The drainage layer is a fill section using the landscape stone is formed to have a width of 15cm to 30cm. The method according to claim 1 or 2, Filling section using landscaping stone, characterized in that the hole is buried in the lower portion of the drainage layer. A first step of supporting the foundation stone with concrete by digging bones on the ground; A second step of stacking and stacking a plurality of compaction layers with high quality earth and sand so as to have a predetermined height on one surface of the foundation stone; A third step of forming a drainage layer by forming a valley in a region where the compaction layer and the base stone contact and interposing the aggregate through an aggregate; A fourth step of installing a geogrid on the topmost compaction layer, wherein one end of the geogrid is fixed to the compaction layer with a fixing pin, and the other end of the geogrid is fastened to the foundation stone with a turnbuckle and anchor bolt set; A fifth step of arranging the upper seats to be staggered inwardly in the upper part of the foundation seats after the progress of the fill, and the third step and the fourth step are carried out based on the foundation seats; Fill the space formed between the top and base stones with a fixing agent containing mortar, install a nonwoven fabric in the area where the top and base stones contact, to prevent the outflow of earth and sand, and to install the anchor anchors on both sides for fixing between the top and base stones A sixth step; And And a seventh step of proceeding with the filling, the third step and the fourth step with a constant height relative to the upper seat. Repeating the sixth step and the seventh step, the groundwork construction method using the landscaping stone, characterized in that the foundation stone and at least one or more layers are installed on the inclined surface of the gravity reinforcement soil. A first step of digging bones on the ground to support the soldier-shaped foundation stone with concrete; A second step of stacking and stacking a plurality of compaction layers with high quality earth and sand so as to have a predetermined height on one surface of the foundation stone; A third step of forming a drainage layer by forming a valley in a region where the compaction layer and the base stone contact and interposing the aggregate through an aggregate; A fourth step of installing a geogrid on the topmost compaction layer, wherein one end of the geogrid is fixed to the compaction layer with a fixing pin, and the other end of the geogrid is fastened to the foundation stone with a turnbuckle and anchor bolt set; A fifth step of arranging a rectangular top stone in a straight line so that the fill and the fill according to the third step and the fourth step are perpendicular to the upper part of the foundation stone after the filling is carried out at a predetermined height based on the foundation stone; ; Fill the space formed between the top and base stones with a fixing agent containing mortar, install a nonwoven fabric in the area where the top and base stones contact, to prevent the outflow of earth and sand, and to install the anchor anchors on both sides for fixing between the top and base stones A sixth step; And And a seventh step of proceeding with the filling, the third step and the fourth step with a constant height relative to the upper seat. Repeating the sixth step and the seventh step, the groundwork construction method using the landscaping stone, characterized in that the foundation stone and at least one or more layers are installed on the inclined surface of the gravity reinforcement soil. The method of claim 14 or 15, wherein the second step, The plurality of compaction layer is embankment construction method using a landscape stone, characterized in that the emulsified to a thickness of 15cm to 25cm. The method of claim 14 or 15, wherein the first step, An eighth step of forming a foundation concrete layer serving as a foundation for supporting the foundation stones on the valley bottom; And And a ninth step of forming a filled concrete layer supporting a laid state of the foundation stone by embedding a lower end portion of the foundation stone placed on the foundation concrete layer to a predetermined depth. The method of claim 14 or 15, wherein the geogrid is fixed by a fixing pin one end is not folded, the other end is fastened by a fixing strap while wrapping the reinforcing bars inserted into the turnbuckle and anchor bolt set. Filling construction method using the landscape stone. The method according to claim 14 or 15, The geogrid is a fillet construction method using the landscape stone is installed so as to have a separation height of 50cm to 70cm up and down. The compaction layer of claim 14 or 15, wherein the compaction layer comprises a first compaction layer, a second compaction layer, and a third compaction layer each having a thickness of 15 cm to 25 cm, wherein each layer has a compaction degree of 90 or more. Filling construction method using the landscape stone characterized in that the laminated. The method of claim 20, Any one of the first compacting layer to the third compacting layer is formed of aggregate, so as to induce drainage, characterized in that the construction site using the landscaping stone. The method according to claim 14 or 15, The drainage layer construction method using the landscaping stone, characterized in that formed to have a width of 15cm to 30cm. The method according to claim 14 or 15, Filling section construction method using landscaping stone, characterized in that the lower portion of the drainage layer is buried. The method of claim 14, Before installing the upper seat in the fifth step, the geobar is installed in the horizontal direction so as to contact the bottom surface of the upper seat, one end of the geobar is inserted into the groove perforated in the upper seat or the foundation seat below the upper seat as a fixing agent. Construction method using the landscaping stone, characterized in that the fixed installation.

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