KR101231040B1 - Vegetative panel and construction and repair method retaining wall for planting using this - Google Patents

Abstract

The present invention relates to a vegetation panel capable of vegetation and a method for constructing and repairing vegetation retaining walls using slopes and fills using the same, and the present invention relates to a method having a predetermined angle from a vertical direction when at least one vegetation space 15 is formed and seated on the ground. A panel body 10 erected in a photographic direction, a greening sack 20 inserted into the vegetation space 15 of the panel body 10 to perform a vegetation function, and a front inlet of the vegetation space 15. Including detachable vegetation net 30 and a plurality of holes are formed, and the fixing frame 40 coupled to the front inlet edge of the vegetation space 15 with the vegetation net 30 in between It is composed. In the present invention as described above, since the vegetation panel can be self-supporting without a separate fastener, the compacting process can be easily carried out without being interfered by the fastener at the time of compaction, thereby reducing the number of working hours and improving workability.

Description

Vegetative panel and construction and repair method retaining wall for planting using this}

The present invention relates to the construction of steep slopes, and more particularly, to a method of repairing a steep slope or the collapsed wall surface by using a vegetation panel capable of adjusting vegetation and slope.

In general, the construction of roads and railways is required for the formation of new cities and the smooth connection between cities. At this time, the terrain is cut off or filled. However, if left uncut or embanked, the soil on the slopes is exposed to the outside and weathering occurs during rain or typhoon, resulting in loss of high-strength and inherent risk of human injury as the ground collapses. .

Therefore, the retaining wall is constructed in order to prevent ground collapse in the steep slope of the cut-out cut surface (면 取 斜面). Existing methods for this purpose include the installation of shotcrete or grid after concrete reinforcement wall or ground reinforcement, various types of hydraulic plates that perform its functions, the use of PEM concrete panels, and the Vertris concreat retain wall. For example, a bent concreat retain wall is applied.

At this time, in the case of reinforced compressed retaining wall, the reinforced concrete structure or concrete block is piled up adjacent to the slope to form the retaining wall while the reinforced concrete structure or concrete block is stacked adjacent to the inclined surface to prevent the collapse of the steep slope of the cut slope and the ground accident. do.

However, when a method using a concrete panel, concrete block, etc. is applied, the front surface of the facility is made of concrete, which is not natural friendly, and gives a user a sense of pressure.

And, in the case of cut slopes, the concrete retaining wall method is difficult to apply because large-scale cutting occurs in order to secure the retaining wall bottom plate. The compressed earth method is a large concrete panel with a large front panel. There is a limit to creating anxiety and applying it to repair and reinforce the collapse slope.

In addition, in the case of the compressed soil method, soil is ground and compacted in the space between the base plate and the panel fastened to the base plate by using the fastener, and the equipment for compacting during the compacting process is caused by interference with the fastener. Due to the efficient compaction process was difficult to achieve.

In addition, in the case of the compressed soil method, it is constructed vertically so that the load of the front plate acts as a linear load, and the excessive load acts on the front plate point, and accordingly, an excessive foundation concrete structure is needed to secure the bearing force. There is this.

The present invention is to solve the problems of the prior art as described above, the present invention is to enable the vegetation in the installed panel having a stable slope of the outer surface of the steep slope wall using the greening panel.

Another object of the present invention is to allow the vegetation panel to extend with a certain angle inclination rather than the vertical direction without a separate support member, and to allow the tilt control to be free.

Another object of the present invention is to facilitate the process of compacting the soil in the space between the vegetation panel and the base.

According to a feature of the present invention for achieving the above object, the present invention is a vegetation panel capable of vegetation, at least one or more vegetation space is formed and seated on the ground in a direction inclined at a certain angle from the vertical direction The panel body, the greening sac inserted into the vegetation space of the panel body to perform the vegetation function, the vegetation network is assembled to be detachable to the inlet of the vegetation space and formed a plurality of holes, and the vegetation network between It is configured to include a fixed frame that is coupled to the front entrance edge of the vegetation space.

The panel body has a lower end formed in the lower part and seated on the ground or another adjacent panel body, a connecting part extending in a direction inclined at an angle from the lower part, and an upper end formed at one end of the connecting part and in contact with the lower end of another adjacent panel body. It is configured to include.

The panel body has an inclination of 1: 0.3 to 1: 0.5.

The central portion of the panel body is formed through a fixing hole through which one end of the reinforcing material fixed to the slope is coupled for fixing the panel body.

A horizontal joint groove is formed at the upper end of the panel body for connection with the upper end of another adjacent panel body, and a horizontal connector is inserted into the horizontal joint groove.

The upper and lower ends of the panel body are formed with vertical joint grooves for connection with the lower and upper ends of other adjacent panel bodies, and the vertical connector is inserted into the vertical joint grooves.

The rear surface of the panel body is provided with a plurality of connecting ring portions that one end of the reinforcing frame is different from each other in height.

The back of the vegetation space is combined with a backflow prevention net for preventing the soil to be discharged to the outside of the vegetation space during filling and compaction.

The vegetation net is composed of a PVC coated wire mesh, the fixing frame and the backflow prevention net is manufactured by galvanizing.

The greening cyst comprises a filler containing at least one of paper sludge, earth and natural moisturizing agent in the interior of the geosynthetic material.

According to another feature of the invention, the present invention is a method for constructing or repairing the vegetation retaining wall on the slope using the vegetation panel, (a) arranging the slope, and (b) the slope support on the slope Inserting, (c) forming a foundation concrete part on a base surface connected to the slope, and (d) self-supporting in an inclined direction at an angle in a direction perpendicular to the foundation concrete part on an upper surface of the foundation concrete part; Erecting a vegetation panel, (f) filling and compacting between the back surface of the vegetation panel and the slope within the height of the vegetation panel to form a fill layer, and (g) a reinforcement at one end of the slope support. Connecting and connecting one end of the reinforcement to the fixing hole of the vegetation panel, and (h) filling the rear surface and the slope of the vegetation panel to reach the height of the vegetation panel. And compacting to form a fill layer.

The step of erecting the vegetation panel includes connecting between the plurality of vegetation panels adjacent in the left and right direction using a horizontal connector.

First, the steps (a) to (h) are performed, and then the steps (d) to (h) are repeated. The step (d) is a different vegetation at the upper end of the vegetation panel located below. It is constructed in such a way that the lower end of the panel is seated.

Both ends of the vertical connector are inserted between the vegetation panels adjacent to each other in the vertical direction.

Inserting a filter mat between the step (c) and (d) is further included, the filter mat is inserted between the upper end and the lower end of the vegetation panel adjacent to each other in the upper surface or the vertical direction of the base concrete portion.

Between step (d) and step (e), further comprising the step of filling the greening baghang in the vegetation space of the vegetation panel, the step of filling the greening bagh is again, to install a backflow prevention net on the bottom of the vegetation space And filling the vegetation space with the vegetation space, installing a vegetation network at the edge of the vegetation space entrance, and coupling a fixed frame to the entrance of the vegetation space with the vegetation network interposed therebetween. .

According to still another aspect of the present invention, the present invention provides a method for constructing or repairing a fillet vegetation retaining wall from ground using a vegetation panel, comprising the steps of: (a) arranging the foundation ground; Forming a foundation concrete part on the base surface to be connected; (c) establishing a vegetation panel that is self-supporting in an inclined direction at an angle in a direction perpendicular to the foundation concrete part, on the upper surface of the foundation concrete part; Is inserted into and fixed to the foundation ground and the other end extends in a direction orthogonal therefrom to install a reinforcement frame connected to the rear surface of the vegetation panel, and (e) the rear surface of the vegetation panel within the height of the vegetation panel. And filling and compacting between the slopes to form a fill layer.

First, the steps (a) to (h) are performed, and then the steps (c) to (e) are repeated. The step (c) is a different vegetation at the upper end of the vegetation panel located below. It is constructed in such a way that the lower end of the panel is seated.

Inserting a filter mat between the step (b) and (c) is further included, the filter mat is inserted between the upper end and the lower end of the vegetation panel adjacent to each other in the upper surface or the vertical direction of the base concrete portion.

Between step (c) and step (d), further comprising the step of filling the greening sack in the vegetation space of the vegetation panel, the step of filling the greening stool is again, to install a backflow prevention net on the bottom of the vegetation space And filling the vegetation space with the vegetation space, installing a vegetation network at the edge of the vegetation space entrance, and coupling a fixed frame to the entrance of the vegetation space with the vegetation network interposed therebetween. .

In the vegetation panel and the vegetation retaining wall construction and repair method using the same and the vegetation panel according to the present invention as described above can be expected the following effects.

In the present invention, since the vegetation panel can be freestanding without a separate fastener, the compacting process can be easily carried out without being interfered by the fastener at the time of compaction, thereby reducing the number of work and improving workability.

In the present invention, the vegetation panel extends with a constant inclination 1: 0.3, not the upright direction, which can be arbitrarily adjusted according to the installation of the vegetation panel, thereby providing visual stability to pedestrians.

In addition, the vegetation panel has a certain angle of inclination, so the force acting point of the load acts on the back of the structure, thereby preventing excessive load on the installation point, and consequently, excessive foundation concrete is not required.

In addition, in the present invention, because the greening bag is used, it is possible to implement an environment-friendly retaining wall by creating a greening ground, and also has the effect that the vegetated plants stick to the soil ground on the back side of the vegetation panel, thereby enabling stable and permanent greening.

In addition, in the present invention, the durability of the vegetation block assembly is improved by the vegetation net of the PVC coating material and the fixed zinc plated hot dip galvanized plate, and the earthwork of the soil material is installed by installing the soil leakage prevention film during the vegetation retaining wall construction process. The effect of preventing the loss can also be expected.

In addition, in the present invention, since the filter mat is inserted between the vegetation panels to absorb the impact, even if the impact load occurs, the vegetation panel is prevented from being deformed or damaged, and the seismic resistance can be secured.

In addition, the vegetation retaining wall construction and repair method according to the present invention can be applied to both the construction of a steep cutout slope or the repair / reinforcement of a collapsed rock slope, or to the construction of a steep slope by embankment. You can also expect better effects.

1 is an exploded perspective view showing the configuration of a preferred embodiment of the vegetation panel according to the present invention.
Figure 2 is a perspective view showing the configuration of the vegetation panel according to an embodiment of the present invention.
Figure 3 is a side view showing the configuration of the vegetation panel according to an embodiment of the present invention.
4 to 14 is a working state diagram showing the process of constructing the vegetation retaining wall in the cut slope using the present invention sequentially.
15 to 22 is a working state diagram showing the process of constructing a fillet vegetation retaining wall using the present invention sequentially.

Hereinafter, with reference to the accompanying drawings a specific embodiment of the vegetation panel and the vegetation retaining wall construction and repair method using the same and the vegetation panel according to the present invention as described above in detail.

1 is an exploded perspective view of the configuration of a preferred embodiment of the vegetation panel according to the present invention, Figure 2 is a perspective view of the configuration of the vegetation panel according to the embodiment of the present invention.

As shown in these figures, vegetation panel (K) is to form the outer surface of the food retaining wall in the construction of the vegetation retaining wall of the slope, it is possible to eco-friendly vegetation. That is, the vegetation panel (K) is a plurality of overlapping in the vertical direction and the left and right direction to form a wall, the reinforcement soil is introduced into the space between the wall and the slope is to create a vegetation retaining wall.

The skeleton of the vegetation panel (K) is formed by the panel body (10). The panel body 10 is a three-dimensional having a substantially rectangular shape when viewed from the front as shown, it can stand on its own when standing on the ground. More precisely, the panel body 10 is erected while extending at a slightly inclined angle from a direction perpendicular to the ground when seated on the ground.

The panel body 10 is composed of a lower end 11, a connection portion 12, and the upper end (13). The lower end 11 is a portion formed in the lower portion of the panel body 10 and seated on the ground or another adjacent panel body 10. The lower end portion 11 is formed to have a predetermined width or more so that the vegetation panel (K) can stand on the ground, as shown in Figs.

The connection part 12 is formed to extend in an inclined direction at an angle from the lower end part 11, and the upper end part 13 is formed at one end of the connection part 12 and the lower end part 11 of another adjacent panel body 10. ). Like the lower end portion 11, the upper end portion 13 is also formed to protrude to some extent in a direction orthogonal from the height direction, in order to allow other vegetation panels K to be stably seated on the upper surface thereof.

The panel body 10 is a vegetation space 15 is formed. The vegetation space 15 is a portion formed by penetrating a central portion of the panel body 10, and the vegetation space 15 corresponds to a portion into which the greening sac 20 is described.

At least one or more vegetation spaces 15 are formed in the panel body 10. In this embodiment, four vegetation spaces 15 are provided. Since the plurality of vegetation spaces 15 are formed in the panel body 10, the management and repair of the individual vegetation spaces 15 are easy, and the panel body 10 itself can be largely formed.

Although not shown, an installation groove (not shown) is formed at the inlet edge of the vegetation space 15 of the panel body 10. The installation groove is a portion formed to be recessed around the inlet edge of the vegetation space 15, the vegetation network 30 and the fixed frame 40 to be described below is installed. The installation groove is provided with a fastening hole (not shown), the fastening hole serves to fix the vegetation network 30 and the fixed frame 40 by a separate fastener.

The upper end 13 of the panel body 10 is formed with a horizontal joint groove 16 for connection with the upper end 13 of another adjacent panel body 10 and the horizontal joint groove 16 is described later The connector 160 is inserted. That is, the horizontal joint groove 16 is for connecting between the left and right vegetation panel (K) adjacent to each other, is formed on each side edge of the upper end (13). In the present embodiment, the horizontal connector 160 is composed of a dowel bar, but is not necessarily limited thereto, and may be a fastener connecting the horizontal joint grooves 16.

And, the upper end 13 and the lower end 11 of the panel body 10 is formed with a vertical joint groove 18 for connection with the lower end 11 and the upper end 13 of another adjacent panel body 10, The vertical connector 180 is inserted into the vertical joint groove 18. That is, the vertical joint groove 18 is for connecting between the upper and lower vegetation panel (K) adjacent to each other, in this embodiment a total of four vertical joint groove (18) is formed. In the present embodiment, the vertical connector 180 is formed of a dowel bar, but is not necessarily limited thereto, and may be a fastener connecting the vertical joint grooves 18.

At this time, the panel body 10 basically has an inclination of 1: 0.3, and the inclination can be adjusted to 1: 0.5 by adjusting the vertical connector 180 between two panel bodies 10 adjacent in the vertical direction.

The fixing hole 17 is formed in the central portion of the panel body 10. The fixing hole 17 is a portion to which one end of the reinforcing material 155 fixed to the slope is coupled to fix the panel body 10, and is formed through the panel body 10.

As shown in Figure 2, the connecting ring portion 19 is formed on the back of the panel body (10). The connecting ring portion 19 is a portion of one end of the reinforcing frame to be described below, in this embodiment is provided with a total of three pairs of connecting ring portion 19 to vary the height of each other.

Green vegetation 20 is inserted into the vegetation space 15 of the panel body 10 as described above. The greening bag 20 is a kind of soil bag, the fabric of the pocket is composed of a polyester yarn resistant to ultraviolet rays, the weaving form is filled in the greening bag 20 by the external environment in the process of plant germination and growth The weft is woven at 10 ~ 11ol / inch intervals so that the shape is intact without erosion or scour.

In addition, the bag of the greening bag 20 is preferably woven in plain weave so as not to interfere with the stem growth of the plant according to the growth of the plant, the filling is filled in the greening bag 20 is water-retaining necessary for the growth of the plant Artificial green soils are used, which are satisfactory for water retention, retention, and breathability.

As shown in FIG. 1, two green troughs 20 may be inserted into the vegetation space 15 in a pair.

The vegetation network 30 is coupled to the inlet of the vegetation space 15. The vegetation network 30 is to prevent the decay or deformation of the greening sack 20, so that the vegetation space 15 can be made stable by the greening sack 20. To this end, the vegetation net 30 is formed in a dense net form. In this embodiment, the vegetation net 30 is a PVC-coated wire mesh, and has a strong durability against deformation by water resistance and other chemicals.

The fixed frame 40 is coupled to the panel body 10 with the vegetation network 30 interposed therebetween. More precisely, the fixing frame 40 is coupled to the installation groove formed at the inlet edge of the vegetation space 15 of the panel body 10 to fix the vegetation network 30. To this end, the fixing frame 40 is formed in a substantially rectangular frame shape corresponding to the inlet installation groove of the vegetation space 15. In addition, the fixing frame 40 is made of a galvanized metal material to excellent durability against corrosion.

The fixing frame 40 is provided with an installation hole (not shown). The installation hole corresponds to the fastening hole of the panel body 10, and the fixing bolt 50 passes through the installation hole and the fastening hole, respectively, so that the fixing frame 40 is fixed to the panel body 10.

As shown in Figure 2, the back of the vegetation space 15 is provided with a backflow prevention net (60). The outflow prevention net 60 is coupled to the rear surface of the vegetation space 15 serves to prevent the earth and sand to be discharged to the outside of the vegetation space 15 during filling and compaction. To this end, the checkout prevention network 60 is preferably made of a very dense wire mesh type, in this embodiment is composed of a galvanized crimp wire mesh.

Hereinafter, a process of constructing a vegetation retaining wall using the vegetation panel will be described in detail with reference to the accompanying drawings.

First, a process of constructing a vegetation retaining wall on a cut slope will be described with reference to FIGS. 4 to 14.

According to this, firstly, the cutting slope begins with being cleared up. That is, the work of arranging the slope 120 to some extent is preceded so that the cut inclined surface may have a predetermined angle. As shown in FIG. 4, the base surface 110 is connected to the slope 120, and the base concrete portion 140 to be described below is poured on the base surface 110.

Subsequently, as illustrated in FIG. 5, a slope support 130 is inserted into the inclined surface 120 of the cutoff slope. The slope support 130 is for reinforcing the cut slope, the slope support 130 serves to increase the shear strength and adhesion of the slope. Insertion of the slope support 130 may be implemented by a soil nail (ng) or rock bolt (rock bolt) method. Soil naryl or rock bolt method may be selectively applied according to the state of the slope, hereinafter, it will be taken that the rock bolt is used.

Next, the step of forming the base concrete portion 140 on the base surface 110 is connected to the slope. The foundation concrete portion 140 is formed by pouring on the base surface 110, as shown in Figure 6, one end of the foundation concrete portion 140 is formed with a protrusion (not shown), the protrusion is It serves to set the position of vegetation panel (K).

At this time, as shown in Figure 7, the filter mat 145 may be inserted into the upper surface of the base concrete portion 140. The filter mat 145 is a shock absorbing material inserted between the upper end 13 and the lower end 11 of the vegetation panel K adjacent to each other in the upper surface or the vertical direction of the base concrete portion 140, due to an earthquake, etc. It serves to prevent the vegetation panel (K) is deformed or damaged during the impact load, and also to exclude the pore water pressure generated from the fill material.

Subsequently, as shown in FIG. 8, the vegetation panel K, which is able to stand in an inclined direction at a predetermined angle in the direction perpendicular to the foundation concrete portion 140, is erected on the upper surface of the foundation concrete portion 140. The vegetation panel (K) allows a certain space to be introduced into the soil between the slope and at the same time, it is possible to vegetation is nature-friendly and serves to give the aesthetics to the slope.

At this time, the vegetation panel (K) can be connected in a long number in the left and right direction, the connection of the vegetation panel (K) by inserting the horizontal connector 160 in the horizontal joint groove 16 of the vegetation panel (K) Is done. The horizontal connector 160 is configured as a dowel bar in this embodiment.

Next, the greening sac 20 is inserted into the vegetation space 15 of the vegetation panel K, and the operation of blocking the entrance of the vegetation space 15 to the vegetation network 30 and the fixed frame 40 is followed. . More specifically, the backflow prevention net 60 is installed on the bottom of the vegetation space 15, the vegetation space 15 is filled with greening sack 20, and then the vegetation network 15 inlet edge of the vegetation space 15 30 is installed, and is finally finished by coupling the fixed frame 40 to the inlet of the vegetation space 15 with the vegetation network 30 in between.

In such a state, as shown in FIG. 10, the soil is introduced into the soil between the rear surface of the vegetation panel K and the slope to form and fill the soil layer 170. At this time, since the member for fastening is not provided between the vegetation panel (K) and the slope, the operator can easily perform the compaction without interference. Forming the fill layer 170 is made within the height of the vegetation panel (K).

Next, as shown in Figure 11, the reinforcing material 155 is connected to one end of the slope support 130 and one end of the reinforcing material 155 is connected to the fixing hole 17 of the vegetation panel (K). This is to ensure that the vegetation panel (K) can be stably maintained without falling to the outside by the fill portion, the reinforcement 155 is one end is connected to the head of the slope support 130 and the other end It is coupled to the fixing hole 17 of the vegetation panel (K). In the present embodiment, the reinforcing material 155 is composed of earth bolts, preferably a deformed steel bar material is used.

Subsequently, between the rear surface and the slope of the vegetation panel K is additionally filled and compacted so as to reach the height of the vegetation panel K, and the fill layer 175 is formed. 155 passes through a position close to the upper surface of the first fill layer 170, the compaction process in the step of additionally forming the fill layer 175 is not easily interfered with the reinforcing material (155) Can be done.

Next, as shown in Figure 13, the vertical connector 180 is installed on the upper surface of the vegetation panel (K). The vertical connector 180 is for coupling between adjacent vegetation panels (K) overlapping in the vertical direction, in this embodiment is composed of a dowel bar.

In this state, new vegetation panels K are installed on the vegetation panel K, and the foregoing process is repeated. Accordingly, the height of the fill layer 170 gradually rises, and when the fill layers 170 and 175 reach the design height, the work is finished.

Next, a process of constructing a fillet vegetation retaining wall using the present invention will be described with reference to FIGS. 15 to 22.

First, the worker cleans up the foundation ground 200. At this time, the base ground 200 is preferably such that a predetermined support force can be expressed in consideration of the weight of the fill portion to be filled and the ground strength of the ground. In addition, the base surface of the foundation ground 200 is arranged to form a step (Fig. 14).

In addition, the base concrete portion 240 is formed on the base surface. The foundation concrete portion 240 is formed by pouring on the base surface, as shown in Figure 16, one end of the foundation concrete portion 240 is formed with a protrusion (not shown), the protrusion is a vegetation panel ( K) plays a role in setting the position.

At this time, as shown in Figure 17, the filter mat 245 may be inserted into the upper surface of the base concrete portion 240. The filter mat 245 is a shock absorber inserted between the upper end 13 and the lower end 11 of the vegetation panel K adjacent to each other in the upper surface or the vertical direction of the base concrete portion 240, due to an earthquake, etc. It serves to prevent the vegetation panel (K) is deformed or damaged during the impact load, and also to exclude the pore water pressure generated from the fill material.

Subsequently, as shown in FIG. 18, on the upper surface of the foundation concrete part 240, a vegetation panel K that can stand on its own in a direction inclined at an angle in a direction perpendicular to the foundation concrete part 240 is erected. The vegetation panel (K) allows a certain space to be introduced into the soil between the slope and at the same time, it is possible to vegetation is nature-friendly and serves to give the aesthetics to the slope.

At this time, the vegetation panel (K) can be connected in a long number in the left and right direction, the connection of the vegetation panel (K) by inserting the horizontal connector 160 in the horizontal joint groove 16 of the vegetation panel (K) (Fig. 19) The horizontal connector 160 is composed of a dowel bar in this embodiment.

Next, the greening sac 20 is inserted into the vegetation space 15 of the vegetation panel K, and the operation of blocking the entrance of the vegetation space 15 to the vegetation network 30 and the fixed frame 40 is followed. . More specifically, the backflow prevention net 60 is installed on the bottom of the vegetation space 15, the vegetation space 15 is filled with greening sack 20, and then the vegetation network 15 inlet edge of the vegetation space 15 30 is installed, and is finally finished by coupling the fixed frame 40 to the inlet of the vegetation space 15 with the vegetation network 30 in between.

In such a state, as shown in FIG. 20, the soil is introduced into the space between the vegetation panel K and the slope to form and fill the soil layer 270. Forming the fill layer 270 is made within the height of the vegetation panel (K).

At the same time, the vegetation panel (K) is provided with a reinforcing rod for fixing (B). One end of the reinforcing member fixing bar (B) is fixed perpendicular to the base ground 200, and the band-shaped reinforcement extends in a direction orthogonal therefrom to be connected to the connecting portion 19 on the back of the vegetation panel (K). By doing so, the vegetation panel (K) to withstand the pressure in the horizontal direction. At this time, in the present embodiment, the reinforcing material fixing reinforcing bar (B) is composed of rust preventive reinforcing bar, as shown in Figure 20 (b) is provided with a horizontal portion (B2) to vary the height. And the horizontal portion (B2) is not coupled to the fixed portion (B1) at one time, but after the fill portion 270 of a certain height is filled, it is to be installed so as to be sequentially coupled from the bottom of the fixed portion (B1) upwards. It may be.

Accordingly, the operator can easily perform the compaction without interfering with the fixing portion (B1). Forming the fill layer 270 is made within the height of the vegetation panel (K).

Next, as shown in Figure 21, the vertical connector 180 is installed on the upper surface of the vegetation panel (K). The vertical connector 180 is for coupling between adjacent vegetation panels (K) overlapping in the vertical direction, in this embodiment is composed of a dowel bar.

In this state, new vegetation panels K are installed on the vegetation panel K, and the foregoing process is repeated. Accordingly, the height of the fill layer 275 gradually rises, and when the fill layer 275 reaches the design height, the work is finished (FIG. 22).

It is to be understood that the invention is not limited to the disclosed embodiment, but is capable of many modifications and variations within the scope of the appended claims. It is self-evident.

10: panel body 20: greening bag
30: vegetation network 40: fixed frame
50: fixing bolt 60: back check prevention net

Claims (22)

In the vegetation panel that can be vegetated,
At least one vegetation space formed and seated on the ground, a panel body which is erected and erected in an inclined direction at an angle from a vertical direction,
Greening bag and inserted into the vegetation space of the panel body to perform a vegetation function,
A vegetation network assembled to be detachable from the front inlet of the vegetation space and having a plurality of holes formed therein;
It comprises a fixed frame coupled to the edge of the front entrance of the vegetation space with the vegetation network between, the panel body is
A lower end formed in the lower part and seated on the ground or another adjacent panel body,
A connection part extending in a direction inclined at an angle from the lower end part;
Is formed on one end of the connection portion and comprises an upper end in contact with the lower end of the adjacent panel body,
The central portion of the panel body is formed through a fixing hole through which one end of the reinforcing material fixed to the slope is coupled for fixing the panel body,
The rear surface of the panel body is provided with a plurality of connecting ring portions that one end of the reinforcing frame is different from each other,
The back of the vegetation space is combined with a backflow prevention net for preventing the soil from being discharged to the outside of the vegetation space when filling and compacting,
A horizontal joint groove is formed at the upper end of the panel body for connection with the upper end of another adjacent panel body, and the horizontal connector is inserted into the horizontal joint groove.
The upper end and the lower end of the panel body is formed with a vertical joint groove for connecting with the lower end and the upper end of the other adjacent panel body, the vertical joint groove is inserted into the vertical connector of the metal material,
The vertical joint grooves formed at the upper end and the lower end of the panel body are formed side by side in a pair of two adjacent to each other in the front and rear direction, and the vertical connector in the vertical direction by adjusting to be inserted into any one of the two vertical joint grooves. Vegetation panel, characterized in that the inclination of the plurality of overlapping panel body is adjusted.
delete delete delete delete delete delete delete The vegetation panel according to claim 1, wherein the vegetation net is composed of a PVC coated wire mesh, and the fixing frame and the backflow prevention net are manufactured by galvanizing.
10. The vegetation panel of claim 9, wherein the greening sack contains a filling material including at least one of paper sludge, earth and natural moisturizing agent in the interior of the geotextile material.
In the method for constructing or repairing the vegetation retaining wall on the slope using the vegetation panel,
(a) arranging the slope,
(b) inserting a slope support on the slope;
(c) forming a base concrete part on the base surface connected to the slope;
(d) erecting a vegetation panel that is self-supporting in an inclined direction at an angle in a direction perpendicular to the foundation concrete portion, on an upper surface of the foundation concrete portion;
(f) filling and compacting between the rear surface and the slope of the vegetation panel within the height of the vegetation panel to form a fill layer;
(g) connecting a reinforcement to one end of the slope support and connecting one end of the reinforcement to the fixing hole of the vegetation panel;
(h) filling and compacting between the rear surface and the slope of the vegetation panel to reach the height of the vegetation panel, thereby forming a fill layer;
In the step of erecting the vegetation panel, the plurality of vegetation panels adjacent in the left and right directions are connected by using a horizontal connector, and both ends of the vertical connector are inserted between the vegetation panels adjacent to each other in the vertical direction, respectively,
The upper and lower portions of the vegetation panel are formed in pairs so that the vertical joint grooves into which the vertical connectors are inserted are adjacent to each other in the front and rear directions, and the vertical connectors are adjusted to be inserted into any one of the two vertical joint grooves. By adjusting the slope of the plurality of vegetation panels overlapping in the vertical direction,
First, the steps (a) to (h) are carried out, and then the steps (d) to (h) are repeated to construct,
Inserting a filter mat between the steps (c) and (d), the filter mat is inserted between the upper and lower ends of the vegetation panel adjacent to each other in the upper surface or the vertical direction of the base concrete portion Vegetation retaining wall construction and repair method using slope vegetation panel.
delete delete delete delete The method of claim 11, wherein between (d) and (e),
Filling the vegetation rot in the vegetation space of the vegetation panel further, the step of filling the vegetation rot is again,
Installing a backflow prevention network on the bottom of the vegetation space;
Filling green vegetation in the vegetation space,
Installing a vegetation network at the edge of the vegetation space entrance;
Vegetation retaining wall construction and repair method using the vegetation panel, characterized in that it comprises a step of coupling the fixed frame to the entrance of the vegetation space with the vegetation network between.
In the method for constructing or repairing the fillet vegetation retaining wall from the ground using the vegetation panel,
(a) arranging the foundation ground,
(b) forming a foundation concrete part on the base surface of the ground;
(c) erecting a vegetation panel that is self-supporting in an inclined direction at an angle in a direction perpendicular to the foundation concrete portion, on an upper surface of the foundation concrete portion;
(d) installing a reinforcement frame having one end inserted into and fixed to the foundation ground and the other end extending in a direction orthogonal therefrom to be connected to the rear surface of the vegetation panel;
(e) filling and compacting between the back and the slope of the vegetation panel within the height of the vegetation panel to form a fill layer,
In the step of erecting the vegetation panel, the plurality of vegetation panels adjacent in the left and right directions are connected by using a horizontal connector, and both ends of the vertical connector are inserted between the vegetation panels adjacent to each other in the vertical direction, respectively,
The upper and lower portions of the vegetation panel are formed in pairs so that the vertical joint grooves into which the vertical connectors are inserted are adjacent to each other in the front and rear directions, and the vertical connectors are adjusted to be inserted into any one of the two vertical joint grooves. By adjusting the slope of the plurality of vegetation panels overlapping in the vertical direction,
First, the steps (a) to (h) are performed, and then the steps (c) to (e) are repeatedly performed,
Inserting a filter mat between the steps (b) and (c), the filter mat is inserted between the upper and lower ends of the vegetation panel adjacent to each other in the upper surface or the vertical direction of the base concrete portion A vegetation retaining wall construction method using a vegetation panel.
delete delete delete delete 18. The method of claim 17, wherein, between steps (c) and (d),
Filling the vegetation rot in the vegetation space of the vegetation panel further, the step of filling the vegetation rot is again,
Installing a backflow prevention network on the bottom of the vegetation space;
Filling green vegetation in the vegetation space,
Installing a vegetation network at the edge of the vegetation space entrance;
Vegetation retaining wall construction method using a vegetation panel comprising a step of coupling the fixed frame to the entrance of the vegetation space with the vegetation network between.

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