KR20090094952A - Structure of raising the ground level and excecution method thereof - Google Patents

Abstract

An environment-friendly inclined banking section structure and a construction method thereof are provided to obtain nature-friendly feeling due to green plants and endure shear stress applied by earth pressure effectively. In an environment-friendly inclined banking section structure, a grid(214) is inserted inside a compaction layer(224) multiply-laminated. A C-shaped mesh network(212) is installed at an inclined part. The frictional force of the grid and the supporting force of the mesh network prevent soil-loss due to the shear stress of the compaction layer. Plants growing up in a vegetative soil(230) of the upper part of a diamond net or a core net(226) puts down roots in a vegetation base layer(222).

Description

Structure of raising the ground level and excecution method

The present invention relates to an eco-friendly soil structure and construction method of the soil portion, more specifically, it can be effectively withstanding the shear stress caused by earth pressure, the construction is simple, stable and eco-friendly to give a natural friendly feeling by aesthetic green plants To an inclined fill structure 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.

The incision surface and the inclined surface may be proposed a construction method for reinforcement in various ways. Among them, reinforcement construction method should be applied to 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, a reinforced wall retaining wall using a concrete block, or a stone wall structure using a landscape 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 the case of the stone wall structure using the landscape stone, the landscape aspect is satisfied, and flexibility and variability corresponding to the inclined surface can be secured, but when the stone is stacked together with the fill, the landscape stone is difficult to be maintained in an upright state, and when stacked in multiple stages, highly skilled It requires a contractor and costs a lot of construction.

Therefore, there is a demand for the development of an improved construction method for the fill section, which allows the retaining wall to be constructed in multiple layers by using landscaping stones such as natural stone.

In addition, as the standard of living improves, a nature-friendly fillet structure considering the aesthetics is required, and an eco-friendly construction method that does not emit pollutants is required.

In addition, it must be able to stably withstand the shear stress caused by the earth pressure, give a sense of stability and the construction method of the fill section is well drained is required.

The technical problem to be achieved by the present invention is to provide an environmentally friendly inclined landfill structure that can effectively withstand shear stress caused by earth pressure while giving a simple and stable construction and a natural friendly feeling by aesthetic green plants.

Another technical problem to be achieved by the present invention is to provide a method of construction of a slope-type fill section that can easily withstand shear stress caused by earth pressure while providing a simple and stable construction and a natural-friendly feeling by aesthetic green plants. have.

The present invention provides a mesh network in which reinforcing bars are woven in a lattice net form to form a 'c'-shaped structure, a grid partially overlapped with and fixed to the mesh network forming a' c'-shaped structure, and formed to form a lattice net, And a vegetation base layer embedded with a rotting natural plant material inside the mesh network forming a 'c'-shaped structure, and a compaction layer deposited and compacted on the grid, wherein the mesh network, the grid, and the The vegetation base layer and the compaction layer form a multi-layered structure along the inclined plane, and are formed along the inclined plane on the 'c' shaped mesh network stacked in multiple layers to increase the adhesion of vegetation soil on the inclined plane. And a vegetation soil poured along the inclined surface to cover the ridge net or cornet to fix the soil of the inclined surface by rooting the plant. The base layer provides an environmentally friendly sloped fill structure that provides manure for the seeds contained in the vegetation soil to germinate or grow into plants.

The mesh network and the grid may be fixed by a connecting plate covering upper and lower portions of the mesh network and the grid partially overlapped with each other, and bolts and nuts fastening to penetrate the upper and lower connecting plates.

The vegetation base layer may be made of rice straw or sack which is a rotting natural plant material.

The lower part of the mesh network and the grid forming the lowermost layer, the ground is formed by filling the aggregate by crushing the ground and may further include an aggregate ground layer for load support and drainage.

In addition, the present invention, (a) installing the 'c'-shaped mesh network weaving the reinforcing bar in the form of a grid net, and (b) laying a grid that is fixed to be partially overlapped with the mesh network to form a grid net form (C) embedding the vegetation base layer with a decaying natural plant material inside the mesh network of the 'c' shaped structure to provide manure for seed germination or growth into a plant, and (d) Filling and compacting the grid to form a compaction layer; (a) to (d) by repeating the step of stacking a multi-layer of a certain height, and laying a ridge net or cornet to increase the adhesion of vegetation soil of the inclined surface on the multi-layered mesh network along the inclined surface, It provides an environmentally friendly slope type construction method including the step of pouring vegetation soil along the slope to cover the ridge net or cornet to fix the soil of the slope by plant rooted down.

The grid is fixed to the mesh network, the step of installing a connecting plate for covering the upper part and the lower part of the mesh network and the grid overlap, bolts and nuts fastening to penetrate the upper and lower connection plates It may include the step of fixing by.

The vegetation base layer may be formed of rice straw or straw which is a rotting natural plant material.

Before the step (a), it may further comprise the step of forming the aggregate ground layer for load support and drainage by filling the aggregate with the ground by popping.

According to the present invention, a multi-layered 'c' shaped mesh network is installed on the inclined surface of the fill part, and the grid is laid so as to partially overlap with the mesh network so that the fill part can be stably maintained while being able to effectively withstand shear stress caused by earth pressure. Has a structure.

In addition, the construction is easy and simple, well drained, environmentally friendly. The vegetation base layer is formed of a material of environmentally-corrosive material such as rice straw or sack, so it will decay over time in a natural state, thus it is environmentally friendly because it does not emit any pollutant.

In addition, plants grown on vegetation soils on the ridge net or cornet can be rooted in the vegetation base layer embedded inside the mesh net to fix the soil on the slope so that it is stable and natural-friendly and stable to the viewer. Can give

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings. However, the following embodiments are provided to those skilled in the art to fully understand the present invention, and may be modified in various forms, and the scope of the present invention is limited to the embodiments described below. It doesn't happen. In the following description, when a layer is described as being on top of another layer, it may be present directly on top of another layer, with a third layer interposed therebetween. Like numbers refer to like elements in the figures.

<Example 1>

1 is a view showing an environment-friendly slope type fill portion structure according to a preferred embodiment of the present invention.

The present invention proposes an environment-friendly slope type fill section structure that can effectively withstand shear stress caused by earth pressure. The sloped fill structure has a grid 214 inserted into the compaction layer 224 stacked in multiple layers and a mesh network 212 having a 'c' shaped structure is installed on the inclined surface, so that the frictional force and the mesh network of the grid 214 are provided. A plant grown in vegetation soil 230 on the top of the ridge net or cornet 226 is buried inside the mesh network 212 while preventing soil leakage due to shear stress of the compaction layer 224 by the supporting force of the 212. Rooted in the vegetation base layer 222 is a structure capable of fixing the soil of the slope.

Referring to FIG. 1, the aggregate ground layer 210 for foundation compaction is formed in a region formed by breaking the ground 208. Aggregate ground layer 210 is configured to support the load of the fill portion and to secure drainage. Aggregate ground layer 210 may be formed by stacking aggregates of various sizes. Since there are many voids between the aggregates, the aggregate ground layer 210 serves to smoothly drain. The material of the aggregate soil layer 210 may be variously performed according to the intention of the producer, among which the aggregate soil layer 210 is composed of rubble (including recycled aggregate) having a diameter of 75 mm or less in consideration of drainage or recycling of resources. Can be formed.

The aggregate ground layer 210 is provided with a mesh net 212 of the '' 'shape. The mesh network 212 maintains the shape of the inclined surface, suppresses the outflow of soil, and is laminated in multiple layers along the inclined surface. The mesh net 212 is made by weaving reinforcing bars (for example, 6 mm thick bars) into a rectangular lattice shape. A plurality of holes provided in the mesh network 212 serves as a path for the roots of plants germinated in the vegetation soil 230 to propagate. FIG. 11A illustrates a structure of a mesh network. As shown in FIG. 11A, the mesh network 212 is manufactured in a 'c' shape, and is sequentially stacked along an inclined surface, and the opening is formed in the 'c' shape. The part which is located is arrange | positioned toward a fill part. The distance between the ceiling and the bottom of the mesh network 212 forming the 'c' shape is formed to be equal to the thickness (about 60 cm) of the compaction layer 224.

A grid (geotextile) 214 is provided in the area to be filled so as to overlap with a part of the mesh network 212. The grid 214 is provided between the compaction layers 224. FIG. 11B shows a grid 214, as shown in FIG. 11B, the grid 214 is a grid-based geotextile product based on polyethylene. The grid 214 is fixed with bolts 218 and nuts 220 fastened through the connecting plate 216, one end of which is partially overlapped with the mesh net 212, and covers the overlapping portion up and down, and the other end. Is fixed with a fixing pin 215. Since the compaction layers 224 are each laminated to a thickness of about 60 cm, the grid 214 is configured such that the upper and lower layers each have a spaced interval of about 60 cm.

The grid 214 installation method using the bolt 218 and the nut 220 and the fixing pin 215 will be described later with reference to FIGS. 12A and 12B. The grid 214 installed by the above method has a frictional force with respect to the upper and lower compaction layer 224, and can withstand the shear stress of the compaction layer 224 by the frictional force, and supports the mesh network 212 connected to one end. do.

In addition, the vegetation base layer 222 is embedded in the inner side of the mesh network 212 (inside the inner '' 'shape). Inside the mesh net 212 (between the mesh net and the compaction layer), the vegetation base layer 222 for preventing and draining the sediment is formed. The vegetation base layer 222 may be formed of a material of rotting material having eco-friendliness such as rice straw or sack. Material such as rice straw or sack is natural and decays over time, thus it is environmentally friendly because it does not emit any pollutants. In addition, since the vegetation base layer 222 is formed of a material having a lot of pores compared to the general soil, it also serves to smoothly drain. Since the vegetation base layer 222 is formed of a straw or sack of rotting material, the seeds contained in the vegetation soil 230 become a natural manure to germinate and grow, and serve as a growth accelerator to be rooted more robustly.

One side of the vegetation base layer 222, that is, the filled side, is formed by the compaction layer 224 deposited on the geolog lead 214. The compaction layer 224 is formed of high quality earth and sand, has a thickness of about 60 cm, and is preferably formed to have a required compaction density (eg, 90%) or more.

The above-described configuration of the mesh network 212, the grid 214, the vegetation base layer 222, and the compaction layer 224 is repeatedly stacked to a certain height to form a fill portion.

When laminating the mesh network 212, as shown in Figs. 12A and 12B, the lower part of the upper mesh network and the upper part of the lower mesh network are partially overlapped, and the overlapped portion is also one end of the grid 214. And a connection plate 216 at the top and the bottom to cover the overlapping portion, and secured with the bolt 218 and the nut 220.

A ridge net or cornet 226 is installed on the mesh net 212 sequentially stacked in multiple layers to cover the slope of the fill portion. The ridge net or cornet 226 covering the inclined surface of the fill portion is installed to suppress the outflow of soil. The ridge net 226 is made by weaving a PVC coated wire in the shape of a lozenge lattice, and the cornet 226 is made by weaving the stems of coconut in the shape of a lattice lattice. Since the coret 226 is made of natural vegetable fiber, it does not emit pollutants. A plurality of holes provided in the ridge or cornet 226 described above serves as a path for the roots of plants germinated in the vegetation soil 230 to breed. The ridge net or cornet 226 is fixed by the fixing pins 228 in a state where it is not folded and folded on the inclined surface.

Vegetation soil 230 is poured on the inclined surface where the ridge net or cornet 226 is installed. The vegetation soil (or rust soil) 230 is a soil containing seeds, so that seeds (eg, grass seeds) are germinated and fixed by rooting to support the slope more firmly. Since the vegetation base layer 222 is formed of a straw or sack of rotting material, the seeds contained in the vegetation soil 230 become a natural manure to germinate and grow, and serve as a growth accelerator to be rooted more robustly. When the vegetation soil 230 is poured on the inclined surface of the fill part, it is possible to anticipate leakage of soil and stabilize the ground by rooting the plant.

The construction method of the eco-friendly slope type fill section according to the present invention having the structure as described above will be described with reference to FIGS. 2 to 10.

First, as shown in FIG. 2, the aggregate ground layer 210 for foundation is laid in a region formed by breaking the ground 208. The aggregate ground layer 210 may be formed by stacking aggregates of various sizes. Since there are many voids between the aggregates, the aggregate ground layer 210 also serves to smoothly drain.

3, the mesh network 212 is installed in a 'c' shape on the inclined portion. The mesh net 212 is made by weaving reinforcing bars (for example, 6 mm thick bars) into a rectangular lattice shape. The mesh net 212 is manufactured in a 'c' shape, and a portion having an opening in the 'c' shape is disposed to face the fill portion. The distance between the ceiling and the bottom of the mesh network 212 forming the '-' shape is equal to the thickness (about 60 cm) of the compaction layer 224 described later.

As shown in FIG. 4, the grid 214 is installed to partially overlap the mesh network 212. The fastening structure between the grid 214 and the mesh network 212 and the fixing pin 215 installation method is as follows.

12A and 12B, a method of installing the grid 214 will be described. One end of the grid 214 is fixed to be partially overlapped with the mesh network 212 using the bolt 218 and the nut 220. , The other end is fixed to the compaction layer 224 by a fixing pin 215 having a "b" shape. The connecting plate 216 is installed on the upper and lower portions of the grid 214 and the mesh network 212 overlapping, and the bolt 218 is fastened to pass through the connecting plate 216 to be fixed using the nut 220. do. The grid 214 that extends beyond a certain width on the aggregate foundation layer 210 or the compaction layer 224 is fixed in a state where the opposite end of the end fixed by the bolt 218 and the nut 220 is unfolded. The pin 215 is fixed.

As shown in FIG. 5, a vegetation base layer 222 is formed in the mesh network 212 installed in a 'c' shape to prevent soil leakage. The vegetation base layer 222 is applied to reduce drainage of the compaction layer 224 and at the same time drainage to a stable structure. The vegetation base layer 222 may be formed of a material of rotting material having eco-friendliness such as rice straw or sack. Material such as rice straw or sack is natural and decays over time, thus it is environmentally friendly because it does not emit any pollutants. In addition, since the vegetation base layer 222 is formed of a material having a lot of pores compared to the general soil, it also serves to smoothly drain.

As shown in FIG. 6, the compaction layer 224 is formed on the inner side of the vegetation base layer 222, that is, on the opposite side of the mesh network 212 based on the vegetation base layer 222, where the compaction layer 224 is of high quality. The soil is poured and compacted so that it is compacted to have a compaction degree of required density (for example, 90%) or more.

After the mesh network 212 and the grid 214 are configured on the compaction layer 224 as shown in FIGS. 7 and 8, the filling process of stacking the vegetation base layer 222 and the compaction layer 224 is repeated. .

When the fill is progressed to a predetermined height relative to the aggregate ground layer 210 as shown in Figure 9, and covers the ridge net or corette 226 on the mesh network 212 repeatedly installed on the inclined surface. The ridge net or cornet 226 is installed to increase the adhesion of vegetation soil and support the area where the fill portion is formed more firmly.

As illustrated in FIG. 10, the vegetation soil 230 is covered on the inclined surface where the ridge net or the cornet 226 is installed. The vegetation soil 230 is a soil containing seeds, so that seeds (eg, grass seeds) are germinated and fixed by rooting, so that the vegetation soil may be more firmly supported. Since the vegetation base layer 222 is formed of a straw or sack of rotting material, the seeds contained in the vegetation soil 230 become a natural manure to germinate and grow, and serve as a growth accelerator to be rooted more robustly.

By carrying out the above filling process, the filling portion having the structure as shown in FIG. 1 is completed.

In addition, the present invention may be provided with a hole (not shown) in the vegetation base layer 222 in order to consider more efficient drainage, the hole has a plurality of through-holes along the longitudinal direction that can penetrate the water side will be. Accordingly, the water moved along the vegetation base layer 222 may be collected and flows into the perforated pipe and discharged.

<Example 2>

In Example 1, the vegetation base layer 222 is formed of a rotting material having eco-friendliness such as rice straw or sack, but in the present embodiment, the vegetation base layer 222 is formed of aggregate to prevent soil leakage and drainage. .

Vegetation base layer 222 can be formed by compacting the aggregate made of various sizes, because there are many voids between these aggregates is made to drain smoothly. As such, the vegetation base layer 222 is formed by being filled with aggregate (including recycled aggregate) having a diameter of 75 mm or less, which is formed to smoothly discharge water penetrated into the compaction layer 224. When the vegetation base layer 222 is formed of aggregate (including recycled aggregate) having a diameter of 75 mm or less, water penetrating into the compaction layer 224 may be induced and discharged to the vegetation base layer 222 more smoothly.

Since the vegetation base layer 222 is the same as that of the first embodiment except that it is formed of aggregate, the description thereof is omitted.

<Example 3>

In Example 1, the aggregate ground layer 210 is formed by breaking the ground 208, and an environment-friendly sloped fill portion is described. However, in the present embodiment, an environment-friendly surface is formed on a region in which gravity reinforcement soils having a predetermined height are formed. The case of forming the inclined fill portion will be described.

FIG. 13 is a view illustrating an example of gravity reinforcement soil using landscape stone formed under the environment-friendly sloped fill portion of the present invention, and FIG. 14 illustrates an environment-friendly slope type fill portion on gravity reinforcement soil using landscape stone. Figure is a diagram.

Referring to FIGS. 13 and 14, since the gravitational reinforcement soil using the landscape stone is sufficiently compacted, it is not necessary to form the aggregate foundation layer 210 as in the first embodiment. Gravity reinforcement using the landscape stone is formed to a certain height, and the top layer of the gravity reinforcement is excavated to a certain depth (for example, a depth of 20 cm), and then the 'c' shaped mesh network 212 is formed. Subsequent processes proceed in the same manner as in Example 1.

Hereinafter, with reference to Figures 13 and 14 will be described a method of building a gravity reinforcement soil using landscape stone.

The bone is dug to the appropriate depth on the ground 5 on which the foundation stone 20 is to be placed, and the foundation concrete layer 10 for supporting the foundation stone 20 is formed in the interior of the bone.

Then, the foundation stone 20 is placed on the upper portion of the foundation concrete layer 10 is formed, and the bone is filled with the concrete layer 12.

Afterwards, the compaction layers 30, 32, and 34 are stacked on the inner side of the foundation stone 20, that is, the area in which the fill body is to be formed. In this case, the compaction layers 30, 32, and 34 are ground to pour fine soil. It is repeatedly compacted to have a degree of compaction of a predetermined value or more (for example, 90%).

A valley is formed to have a width of about 20 cm between the compacted compaction layers 30, 32, 34 and the foundation stone 20, and the drainage layer 36 is formed by compacting the 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. Eventually, the drainage layer 36 is configured in a front-filling manner with respect to the compaction layers 30, 32, and 34, while the drainage layer 36 configured in the front-filling manner reduces the outflow of soil from the compaction layers 30, 32, and 34. It is applied to drainage with stable structure.

And the grid 40 is installed. After the grid 40 is formed on the compaction layers 30, 32, and 34, the fill process 30 and 32 and the other grid 40 are repeatedly stacked, and the foundation stone 20 is used as a reference. When the filling process proceeds to a constant height, the filling process of repeatedly stacking the compaction layers 30, 32, 34 and the grid 40 while arranging the upper stone 22 to be staggered inwardly on the upper portion of the foundation stone 20 is performed. do.

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. do.

13, the filling portion illustrated in FIG. 13 is completed, and the drainage layer 36 included in the filling portion may be formed to extend from the uppermost portion to a predetermined height or less.

In the above-described construction, the fountain anchor 50 may be used to provide a support coupling force between the base stone and the upper seat or the upper seat and the upper seat, and the fountain anchor 50 may be the foundation seat 20 and the upper seat 22. Can be inserted into holes drilled through and secured with cement adhering agents to provide their support binding forces.

The grid 40 is fixed at one end to the base stone 20 or the top seats 22 and 24 using the turnbuckle and anchor bolt set 42, and is fixed to the compaction layer by a fixing pin 44 having a "a" shape. The other end is fixed.

The top layer of the gravity-type reinforcement soil using the landscape stone formed as described above is formed at a predetermined depth (for example, 20 cm), and then a 'c'-shaped mesh network 212 is formed. Since the subsequent steps proceed in the same manner as in Example 1, the description thereof will be omitted.

As mentioned above, although preferred embodiment of this invention was described in detail, this invention is not limited to the said embodiment, A various deformation | transformation by a person of ordinary skill in the art within the scope of the technical idea of this invention is carried out. This is possible.

1 is a view showing an environment-friendly slope type fill portion structure according to a preferred embodiment of the present invention.

2 to 10 are views showing an environmentally friendly slope type construction site construction method according to a preferred embodiment of the present invention.

FIG. 11A is a diagram illustrating a mesh network having a '-' shape. FIG.

11B shows a grid.

FIG. 12A is an enlarged view of a portion 'A' of FIG. 10.

FIG. 12B is an enlarged view of a portion 'B' of FIG. 12A.

13 is a view showing the structure of the fill portion using the landscape stone.

14 is a view showing a case of forming an environment-friendly slope type fill section on the fill section using the composition stone.

<Explanation of symbols for the main parts of the drawings>

210: aggregate ground layer 212: mesh network

214: grid (geotextile) 216: connecting plate

218: bolt 220: nut

222: vegetation layer 224: compaction layer

226: ridge or cornet 230: vegetated soil (green soil)

Claims (8)

A mesh net in which reinforcing bars are woven in a lattice net form to form a 'c' shaped structure; A grid partially overlapped with and fixed to the mesh network forming a 'c'-shaped structure and installed to form a grid net; A vegetation base layer embedded with a material of rotting natural plant material inside the mesh network forming a 'c'-shaped structure; And A compaction layer deposited and compacted on the grid, The mesh network, the grid, the vegetation base layer and the compaction layer forms a multi-layered structure along the inclined surface, A ridge net or cornet installed on an inclined surface on a mesh network having a 'c' shaped structure stacked in multiple layers to prevent soil leakage of the inclined surface; And The plant is rooted and includes vegetated soil poured along the inclined surface to cover the ridge or cornet to fix the soil of the inclined surface, the vegetation base layer germinate seeds or grow into plants Eco-friendly sloped fill structure that provides manure. The method of claim 1, wherein the mesh network and the grid, Environment-friendly slope type fill section characterized in that the mesh network and the grid is fixed by a connecting plate to cover the portion overlapping part of the upper and lower, and bolts and nuts fastening to pass through the connecting plate of the upper and lower parts rescue. According to claim 1, wherein the vegetation base layer is environmentally friendly sloped fillet structure, characterized in that consisting of a straw or a straw made of rotting natural plant material. The environmentally friendly incline of claim 1, further comprising an aggregate foundation layer formed at the lower portion of the mesh network and the grid forming the lowermost layer by filling the aggregates through the ground and supporting the load and drainage. Embankment structure. (a) installing a 'c' shaped mesh network in which reinforcing steel bars are woven into a lattice net form; (b) laying grids partially fixed to the mesh network and forming a grid mesh; (c) embedding the vegetation layer with a material of rotting natural plant material inside the mesh network of the 'c' shaped structure to provide manure for seed to germinate or grow into a plant; (d) filling and compacting the grid to form a compacting layer; After repeating steps (a) to (d) to stack the multilayer of a certain height, Laying a ridge net or cornet to prevent soil leakage of the inclined surface on a mesh network laminated in a plurality of layers along the inclined surface; And Eco-friendly slope type construction site construction method comprising the step of planting the vegetation soil along the slope to cover the ridge net or cornet to fix the soil of the slope by plant rooted down. The method of claim 5, wherein the grid is fixed to the mesh network, Installing a connecting plate covering a portion where the mesh network and the grid partially overlap at an upper portion and a lower portion; And An eco-friendly slope type fill construction method comprising the step of fixing by the bolt and nut fastening to penetrate the connecting plate through the upper and lower parts. The method of claim 5, wherein the vegetation base layer is environmentally friendly inclined land fill construction method characterized in that the formation of a straw or a straw made of rotting natural plant material. The method of claim 5, wherein before step (a), Forming an aggregate ground layer for supporting and draining load by filling the aggregate with the ground to excavate the earth-friendly slope type construction method.

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