JP2001040671A - Slope reinforcing unit, and filling reinforcing structure and filling reinforcing construction method using the unit - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a slope reinforcing unit, in which deformation can be prevented and the angle of a slope can be adjusted easily and which can be folded and is convenient for transport and storage, and filling reinforcing structure and a filling reinforcing construction method using the unit. SOLUTION: The slope reinforcing unit is composed of a slope reinforcing member 2 installed, facing the face of a slope and a slope-angle holding member 3 in which one end is connected to the upper section of the slope reinforcing member 2 and the other end is grounded on a ground. The connecting section of the slope reinforcing member 2 and the slope-angle holding member 3 can be rotated preferably by pin joints 4, and a supporting member 5 is installed between the slope reinforcing member 2 and the slope-angle holding member 3.

Description

DETAILED DESCRIPTION OF THE INVENTION

[0001]

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a slope reinforcement unit which reinforces an embankment slope to prevent collapse, and more particularly to a slope reinforcement unit arranged to maintain the shape of the slope, The present invention relates to an embankment reinforcing structure and an embankment reinforcing method used.

[0002]

2. Description of the Related Art Conventionally, sandbags, concrete frames, and the like have been used to reinforce an embankment slope, but with the recent promotion of greening, such members have become difficult to adopt. Therefore, a round bar is welded to form a lattice-shaped wire mesh, and the welded wire mesh is arranged on a slope to reinforce and to vegetate and green the welded wire mesh.

That is, the embankment is approximately 25 cm to 30 c
The soil is laminated and compacted every m, and an embankment reinforcing member made of a mesh-like synthetic resin is laid to reinforce the embankment itself. The laying portion is set within a certain range from the slope, and is calculated by a calculation in consideration of slippage of earth and sand.
At the same time, a slope reinforcer is provided to form the slope and support the earth pressure. The slope reinforcer and the embankment reinforcer are connected to reinforce the entire embankment including the slope. In addition, a mesh sheet for vegetation is provided inside the slope reinforcing member to integrate embankment stability and greening and protection of the slope.

FIG. 10 shows a conventional slope reinforcing unit. In this method, a metal round bar is set at a predetermined position, and the whole is welded in a lattice shape to make an L shape in side view. Therefore, the slope reinforcing unit 21 is self-standing at the L-shaped bottom 22.

[0005]

However, there is a problem that the L-shape is opened by the earth pressure and the slope reinforcing unit 21 is easily deformed. Further, in order to make an L-shape in side view, it is necessary to perform bending at a factory, so that there is a problem in productivity. On the other hand, if a beam member is attached at the construction site in order to prevent the deformation of the slope reinforcing unit 21 due to earth pressure, the number of man-hours is required, which is not economical. Moreover, L
It was difficult to adjust the angle of the character to the angle of the slope, and further, it was inconvenient for transporting and storing the slope reinforcing unit 21.

Accordingly, the present invention can prevent the deformation of the slope reinforcing unit, facilitate the adjustment of the slope angle, and can be folded, which is convenient for transportation and storage. It is an object of the present invention to provide a surface reinforcing unit, an embankment reinforcing structure using the same, and an embankment reinforcing method.

[0007]

SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and the gist of the present invention is to provide a slope reinforcing member installed facing a slope, and one end of the slope reinforcing member. And a slope angle holding member that is connected to the upper portion of the surface reinforcing member and the other end is grounded on the ground. A connection member with the embankment reinforcement member is attached,
The present invention relates to a slope reinforcing unit in which a connecting portion between the slope reinforcing member and the slope angle holding member and / or a mounting portion between the slope slope holding member and the connecting member are rotatable. Further, a support member is attached between the slope reinforcing member and the slope angle holding member, and the mounting portions of the support member, the slope reinforcing member, and the slope angle holding member are rotatable, respectively, The supporting member is composed of a connected body of two members of the same length,
The present invention relates to a slope reinforcing unit that can rotate between two members constituting a support member. In addition, the present invention relates to a slope reinforcing unit in which the slope reinforcing member and / or the slope angle holding member is a mesh member, and an embankment holding member made of a nonwoven fabric is installed inside the slope reinforcing member.

In addition, by using the above-described slope reinforcing unit, the slope reinforcing members constituting the adjacent left and right slope reinforcing units are connected to each other with a tying tool. An embankment reinforcing structure in which a folded portion is provided at the upper end of the surface reinforcing member, and the upper and lower slope reinforcing units are connected by inserting the lower end of the slope reinforcing member constituting the upper slope reinforcing unit into the folded portion. It is related to.

Further, using the above-described slope reinforcing unit, the slope reinforcing unit is made to stand on the ground surface in accordance with the angle of the slope at the installation site, and the embankment reinforcing member is connected via the connecting member. At the same time, the slope reinforcing members of the adjacent left and right slope reinforcing units are connected to each other with a tying tool, and then, while the slope reinforcing member is the slope, the slope angle holding member, the connecting member and the embankment reinforcing member are respectively By embedding in the embankment and inserting the lower end of the slope reinforcement member of the upper slope reinforcement unit into the folded part provided at the upper end of the slope reinforcement member, and connecting the upper and lower slope reinforcement units, The present invention relates to an embankment reinforcing method for constructing an embankment by stacking surface reinforcing units.

[0010]

DESCRIPTION OF THE PREFERRED EMBODIMENTS In the present invention, a slope reinforcing unit is installed on a slope of an embankment in order to maintain the shape of the embankment, and is connected vertically and horizontally to reinforce the embankment.
Here, it is preferable to use a mesh-like member as a slope reinforcing member constituting the slope, specifically, a welding wire mesh manufactured by performing plating or resin coating or the like,
A wire mesh such as a tortoise wire mesh, a rhombus wire mesh, other expanded metal or the like, or various lattice members such as a grating formed by connecting the crossing portions of the wires in a twisted manner can be used. It is not impossible to use a flame-retardant resin net instead of wire nets.

[0011] A slope angle holding member is attached to the slope reinforcing member so that the slope angle reinforcing member can stand on the ground surface at a predetermined angle. Here, the slope angle holding members need only be at least at both ends of the slope reinforcing member, but the various lattice members described above can also be used.

When the embankment is formed, an embankment reinforcing member made of a mesh-like synthetic resin is laid to reinforce the embankment itself. Therefore, if a connection member is attached to the ground surface side of the slope angle holding member, it can be easily integrated with the embankment reinforcing member. That is, if the connecting member is a grid-like welded wire mesh with a peak in the middle, the mesh of the embankment reinforcing member is inserted into the peak, and the connecting bar is inserted between the peak and the mesh, the fixing is easily completed. You do it. Even if the end of the connecting member is bent into a semicircle and the mesh of the embankment reinforcing member is inserted therein, the fixing is completed simply as well. Moreover,
The coil can be inserted over the connection member and the mesh of the embankment reinforcing member, and can also be fixed by inserting a connecting bar into the coil. Note that it is also possible to provide a folded portion once on the ground surface side of the slope angle holding member, and attach a connecting member to the folded portion.

Here, it is preferable that a connecting portion between the side surface reinforcing member and the side surface angle holding member and a mounting portion between the side surface angle holding member and the connecting member are rotatable by a pin joint. By being rotatable, a slope reinforcing member,
This is because the side surface angle holding member and the connection member can be folded together, and by making the whole a flat state, transportation becomes easy and storage becomes convenient. On the other hand, at the installation site, if the slope angle holding member is opened, the ground surface can be easily self-standing at a predetermined angle.

[0014] Preferably, a support member is attached between the slope reinforcing member and the slope angle holding member. This is because the slope member and the slope angle holding member can be fixed at a predetermined angle by the support member. Here, as the support member, a rod-shaped body having hook portions at both ends can be used. That is, by opening one end of the rod-shaped member to the side surface reinforcing member and the other end to the side surface angle holding member or the connecting member, the opening between the side surface reinforcing member and the side surface angle holding member is prevented. In addition, by changing the hooking position, the opening angle between the slope reinforcing member and the slope angle holding member can be adjusted.

When the support member is previously mounted between the side surface reinforcing member and the side surface angle holding member, the mounting portions of the support member and the side surface reinforcing member and the side surface angle holding member are respectively rotated. Movable, and furthermore, the supporting member is constituted by a connected body of two members having the same length, and the supporting member is constituted by 2
The two members are also rotatable. This is because the intermediate portion of the support member can be bent and folded. It is stored compactly in a folded state until construction, and it is transported compactly during construction.

In this case, if the support members are aligned, the side view becomes substantially A-shaped and stands on the ground. After the slope reinforcing unit is buried in the soil and the embankment is completed, earth pressure acts on the slope reinforcing member, but the force is taken up by the supporting member. At this time, no force in the compression direction acts on the support member, and only the tensile force is applied. Therefore, no particular problem arises only by using a pin joint.

As for the slope reinforcing member, the mesh member described above is used as it is as a slope reinforcing member, and not only the slope angle holding member and the support member are directly connected but also a wire mesh is attached to the frame body. After forming the surface reinforcing member, the side surface angle holding member and the supporting member may be connected to the frame body. In this case, since the frame and the wire mesh are separate members, only the wire mesh can be freely replaced. Therefore, in place of the above-described welded wire mesh, expanded metal, and the like, for example, a patterned wire mesh with a mark can be used according to the scenery. In addition, since only the wire netting is replaced without changing the frame, a special one can be manufactured at low cost.

Depending on the grid of the slope reinforcing member, it is possible to green the wall surface with the slope reinforcing unit itself. However, when the grid is large or when it is desired to green more quickly, the inside of the slope reinforcing member is provided. What is necessary is just to arrange the netting sheet for vegetation. In this case, the mesh sheet is finer than the grid of the slope reinforcing member, and integrates the stability of the embankment with greening and protection of the slope. Further, it is preferable to install an embankment holding member made of a nonwoven fabric or the like inside the slope reinforcing member. Conventionally, since the slope sheet reinforcing member was installed on the embankment slope and then the mesh sheet or the embankment holding member was attached, the work was performed on the slope and the workability was poor.
However, in the slope reinforcement unit of the present invention which can be formed into a flat plate, a net-like sheet or the like is attached in advance, and then it can be installed on the slope, so that the workability is excellent. ing.

In order to form a retaining wall using the above-described slope reinforcing unit, the slope reinforcing unit is connected vertically and horizontally according to the scale of the retaining wall. Here, a binding tool is used to connect the slope reinforcing members of the adjacent left and right slope reinforcing units. As the tying tool, for example, a spring material having a cross section of ω-shape or σ-shape, a pair of U-shaped bodies that can be fitted together, a pair of h-shaped folded portions in side view, band fixing, An openable metal ring or the like can be used.
Further, in order to connect the upper and lower slope reinforcing units, a folded portion is provided at the upper end of the slope reinforcing member, and the lower end of the slope reinforcing member constituting the upper slope reinforcing unit is inserted into the folded portion. In addition, even if it uses a coil-shaped connecting member, upper, lower, left and right slope reinforcement units can be easily connected. That is, if the coil is rotated over the slope reinforcing members of the adjacent slope reinforcing units, the coil is easily inserted and the connection is completed.

Next, a method of reinforcing the embankment using the above-described slope reinforcing unit will be described. First, at the installation site, the slope reinforcement unit is made to stand on the ground surface in accordance with the angle of the slope. That is, the slope angle holding member may be grounded at an appropriate position. In addition, a mesh-shaped embankment reinforcing member used for reinforcing the embankment itself is laid in a predetermined range, and is connected to the slope angle holding member via the connecting member by the above-described method. At the same time, the adjacent left and right slope reinforcement units are connected using the above-mentioned binding device.

Subsequently, the soil is laminated on the embankment reinforcing member approximately every 25 cm to 30 cm inside the slope reinforcing unit, and is compacted by a vibrating roller or the like. Further, the slope reinforcement unit is connected to the upper side by the above-described method, and a reinforced embankment is constructed by repeating the same method.

[0022]

DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a perspective view showing a first embodiment of a slope reinforcing unit according to the present invention. As shown in FIG. 1, the slope reinforcing unit 1 includes a slope reinforcing member 2 and a slope angle holding member 3.
The slope angle holding member 3 is rotatably attached to the slope reinforcing member 2 by a pin joint 4. A support member 5 connects the slope reinforcing member 2 and the slope angle holding member 3.

In FIG. 1, the slope reinforcing member 2 includes:
A welded metal mesh manufactured by setting a metal round bar having a wire diameter of 6 mm at a predetermined position, welding the whole in a grid shape, and further performing plating or resin coating is used. However, the present invention is not limited to a welded wire mesh, and a diamond wire mesh or a turtle wire mesh can also be used. Here, the wire diameter of the diamond wire net is 4.0.
mm and the mesh is 100 mm (horizontal diagonal length is 160 mm).
mm) or the like, in this case, 1 m in the vertical direction.
The tensile strength per unit is 6.25 tons. If necessary, a wire diameter of 3.2 mm or a mesh of 80 mm
mm or the like can also be used. Also, the wire mesh is 4.0 mm or 3.2 mm and the mesh is 80 mm or 100 mm.
mm or the like can be used. Here, if the wire diameter is the same and the mesh is the same, the tensile strength of the tortoise wire net is larger than that of the rhombic wire mesh, and the tensile strength of the tortoise wire mesh having a wire diameter of 4.0 mm and a mesh of 100 mm is 10.5 tons.

The wire diameter of these metal meshes is 8 mm or less, preferably 5 mm or less from the viewpoint of flexibility and economy, and the mesh is preferably 120 mm or less from the viewpoint of durability and spillage of earth and sand. As the material, there are a vinyl chloride-coated iron wire, a galvanized iron wire, a colored painted zinc-coated iron wire, a hot-dip aluminum-plated iron wire, a zinc-aluminum alloy-plated iron wire, a high-strength PVC-coated special iron wire, and the like.

As the slope angle holding member 3, a metal round bar, a plate material (shape steel such as angle iron, etc.), a welding wire mesh similar to the slope slope reinforcing member 2, and the like can be used. For ease, the slope angle holding member 3 shown in FIG. 1 is a flat metal plate. The slope angle holding member 3 is attached to the upper end of the slope reinforcing member 2 by a pin joint 4 so as to be rotatable, and the support member 5 is also rotatable by the pin joint 4 to have a width of 2000 mm and a slope. The slope holding unit 1 has an L-shaped vertical side having a length of 560 mm, a bottom having a length of 350 mm, and an angle between the slope reinforcing member and the ground of 65 °. In addition, the slope angle holding member 3 is attached at two or more places per unit including at least both sides of the slope reinforcing member 2.

FIG. 2 is a perspective view showing a state where the slope reinforcing unit 1 of the first embodiment shown in FIG. 1 is folded. In other words, since the slope angle holding member 3 is folded toward the slope reinforcing member 2 while lifting the intermediate portion of the support member 5, the slope shape holding member 3 becomes a flat plate, so that the transport is easy and the storage is convenient. On the other hand, when the slope angle holding member 3 is opened, the state shown in FIG. 1 is obtained, and the slope surface holding member 3 can stand on the ground surface.

FIG. 3 is a perspective view showing a second embodiment of the slope reinforcing unit of the present invention. In the second embodiment, a side surface reinforcing member 2, a side surface angle holding member 3, and a connection member 7 of an embankment reinforcing member (not shown) are rotatably mounted by a pin joint 4, respectively. Then, the slope reinforcing member 2 and the slope angle holding member 3 are connected by the support members 5 having the hook portions 5A at both ends, and the gap between the slope reinforcing member 2 and the slope angle holding member 3 is predetermined. And opening due to earth pressure is prevented. Here, the number of the support members 5 is set to a necessary minimum according to the earth pressure. Therefore, it is possible not only to contribute to weight reduction but also to provide an economical slope reinforce unit.

FIG. 4 is a side view of the side surface reinforcing unit 1 of the second embodiment shown in FIG. Here, the hook 5 </ b> A of the support member 5 is hooked on the lower ends of the slope reinforcing member 2 and the slope angle holding member 3. Therefore, the angle between the slope reinforcing member 2 and the slope angle holding member 3 is determined by the length of the support member 5. Therefore, the angle can be adjusted according to the slope by, for example, obliquely hooking the horizontal lattice 2B at the upper part of the slope reinforcing member 2 instead of the lower ends. Further, if the slope angle holding member 3 is also a wire mesh, various angles can be obtained by hooking the support members 5 between the horizontal lattices in the middle part of each other. That is, while using the same support member 5, it can be fixed at a predetermined angle depending on the hooking position.

FIG. 5 is a top view showing a state where the slope reinforcing unit 1 of the second embodiment shown in FIG. Such a flat surface facilitates transportation and storage. The same effect can be obtained by folding.

FIGS. 6A and 6B are a side view and a top view showing a state in which a mesh-shaped synthetic resin embankment reinforcing member 6 is fixed to the slope reinforcing unit 1 of the present invention. That is, FIG.
In the example shown in (B), an extension portion is provided on the ground surface of the slope angle holding member 3 and its tip is a folded portion 3A, and the mesh 7A of the connection member 7 made of a grid-like welding wire mesh is formed in the folded portion 3A. At the same time, the mesh 6A of the embankment reinforcing member 6 is fitted over the intermediate mountain portion 7B of the connection member 7, and the connecting bar 8 is inserted and fixed. Note that FIGS. 6A and 6B
Although the connecting bar 8 is alternately skewed in the mesh 6A of the embankment reinforcing member 6 in the example of the above, it is also possible to simply insert the connecting bar 8 on the embankment reinforcing member 6 and between the crest 7B of the connecting member 7. Good. 6 (C) and 6 (D) show another fixed state of the embankment reinforcing member 6, wherein the folded portion 9 at one end of the connecting member 9 is shown.
A mesh 6A of the embankment reinforcing member 6 is hooked and fixed to A in a one-to-one correspondence.

Here, as the embankment reinforcing member 6, a net type sheet obtained by coating a special synthetic resin by combining polyester yarns in a lattice shape, a net type sheet obtained by stretching the resin, or the like can be used. Because the net type sheet has a mesh structure,
It has good affinity with soft ground and embankment, and can exhibit large frictional resistance by mixing the upper and lower earth and sand appropriately. Furthermore, since it has high strength, is lightweight and has weather resistance, it can save labor and cost, and is optimal for embankment reinforcement work.

In order to form a retaining wall by using the slope reinforcing unit of the present invention, the vertical lattices 2A of the slope reinforcing members 2 in the adjacent left and right slope reinforcing units 1 are connected to each other by the binding device 10. Here, as the binding tool 10, various types shown in FIGS. 7 and 8 can be used. That is, a method of inserting the vertical lattices 2A and 2A into a spring material (for example, a pipe clamp 3 and a piping clip 5 manufactured by Nifco Co., Ltd.) having a ω-shaped cross section as shown in FIG.
And a method of binding with a band as shown in FIG. 7 (C), and a method having a pair of folded portions having an h-shaped side view as shown in FIG. As shown in FIG. 8C, a method of sandwiching the vertical lattices 2A, 2A from both sides, a method of binding the vertical lattices from both sides with a pair of mutually fitable U-shaped bodies as shown in FIG. A method of fitting a vertical lattice between spring members having a σ-shaped cross section, a method of sandwiching the vertical lattice with a plurality of opening / closing rings used for a hook-type opening / closing ring or a binder of paper, and the like. . In addition, these binding devices 10 can be made of synthetic resin or metal.

In order to connect the upper and lower slope reinforcing units, as shown in FIG. 9, a folded portion 2C is provided at the tip of the slope reinforcing member 2, and the folded portion 2C is disposed above the slope reinforcing member. The horizontal lattice 2B of the slope reinforcing member 2 in the unit 1 is inserted. Note that the connecting portions 11A and 11B of the adjacent left and right side surface reinforcing units in FIG. 9 are connected by a tying tool (not shown) such as that shown in FIG. 7 or FIG.

Next, the embankment reinforcement method of the present invention will be described with reference to the drawings. First, the slope reinforcement unit 1 is transported to the construction site in a folded state as shown in FIG. 2, and after confirming the installation position, opens the slope angle holding member 3 as shown in FIG. Let it. Also, as shown in FIG.
The embankment reinforcement member 6 rolled is rolled out from the reference point on the slope and laid, and is fixed to the slope angle holding member 3 via the connection member 7 or the connection member 9. Subsequently, the vertical lattice 2A of the slope reinforcing member 2 in the adjacent left and right slope reinforcing units 1
These are connected with a binding device 10 shown in FIG. 7 or FIG.

The earth and sand is spread inside the slope reinforcing unit 1 so that the embankment reinforcing member 6 is not turned over, and is rolled by a hand-guided vibrating roller, a vibrating compactor, or the like to finish the flat surface as much as possible without unevenness. Then, as shown in FIG. 9, the embankment is constructed by repeatedly installing the slope reinforcing unit 1 on the finished soil and connecting the upper and lower slope reinforcing units. Note that the left and right connecting portions 11A of the upper side slope reinforcement unit 1 are arranged in a staggered manner so as not to overlap with the lower side connecting portion 11B.

[0036]

As described above, the slope reinforcing unit of the present invention comprises a slope reinforcing member installed facing the slope,
One end is connected to the vicinity of the upper end of the slope reinforcement member, and the other end is made to contact the bottom surface of the embankment with the slope angle holding member, so that deformation of the slope reinforcement unit due to earth pressure is prevented. This makes it easy to adjust the slope angle. In addition, the connecting portions of the slope reinforcing member, the slope angle holding member, and the connection member are rotatable with a pin joint, so that the folding can be easily performed, and the slope angle holding member is opened at the time of construction. By itself, a self-supporting slope section can be configured, so that storage is easy and transportation is convenient, so that workability can be improved.

[Brief description of the drawings]

FIG. 1 is a perspective view showing a first embodiment of a slope reinforcing unit of the present invention.

FIG. 2 is a perspective view showing a state in which the slope reinforcing unit according to the first embodiment of the present invention is folded.

FIG. 3 is a perspective view showing a second embodiment of the slope reinforcing unit of the present invention.

FIG. 4 is a side view showing a second embodiment of the slope reinforcing unit of the present invention.

FIG. 5 is a top view showing a state where a slope reinforcing unit according to a second embodiment of the present invention is expanded to be flat.

FIG. 6 is a side view and a top view showing a fixed state of the slope reinforcing unit and the embankment reinforcing member of the present invention.

FIG. 7 is a perspective view showing an example of a tying tool used in the present invention.

FIG. 8 is a perspective view showing an example of a binding device used in the present invention.

FIG. 9 is a perspective view showing a connected state of the slope reinforcing unit of the present invention.

FIG. 10 is a perspective view showing a conventional slope reinforcing unit.

[Explanation of symbols]

 1 Slope Reinforcement Unit 2 Slope Reinforcement Member 2A Vertical Lattice 2B Horizontal Lattice 2C Folding Part 3 Slope Angle Holding Member 3A Folding Part 4 Pin Joint 5 Support Member 5A Hook Part 6 Embankment Reinforcing member 6A {mesh 7} Connecting member 7A {mesh 7B} Crest 8} Connecting bar 9} Connecting member 9A {Folding part 10} Bundling tool 11A, 11B {Connecting part 21} Slope reinforcing unit 22} Bottom part

Claims (11)

[Claims] 1. A slope reinforcing unit installed on a slope of an embankment to maintain the shape of the embankment, wherein a slope reinforcing member installed facing the slope and one end of the slope reinforcing unit are located on the upper side of the slope reinforcing member. And a slope angle holding member having the other end grounded on the ground. 2. The slope-reinforcement unit according to claim 1, wherein a connection member for connecting to an embankment reinforcement member is attached to the contact surface side of the slope-angle holding member. 3. The slope reinforcing unit according to claim 2, wherein a folded portion is provided on the ground surface side of the slope angle holding member, and a connecting member is attached to the folded portion. 4. A connection portion between the side surface reinforcing member and the side surface angle holding member and / or a mounting portion between the side surface angle holding member and the connection member are rotatable. 4. The slope reinforcement unit according to any one of items 3 to 3. 5. The slope-reinforcement unit according to claim 1, wherein a support member is attached between the slope-reinforcement member and the slope-angle holding member. 6. A mounting portion between the support member, the slope reinforcing member, and the slope angle holding member, respectively, is rotatable, and the support member is formed of a connected body of two members having the same length. The side surface reinforcement unit according to claim 5, wherein the two members constituting the member are also rotatable. 7. The slope-reinforcement unit according to claim 1, wherein the slope-reinforcement member and / or the slope-angle holding member is a mesh member. 8. The slope reinforcing unit according to claim 1, wherein an embankment holding member made of a nonwoven fabric is provided inside the slope reinforcing member. 9. An embankment reinforcement structure using the slope reinforcement unit according to claim 1, wherein slope reinforcement members constituting adjacent left and right slope reinforcement units are connected by a binding tool. Embankment reinforcement structure characterized by the fact that 10. An embankment reinforcing structure using the slope reinforcing unit according to claim 1, wherein a folded portion is provided at an upper end of a slope reinforcing member constituting the slope reinforcing unit, and the folded portion is provided. An embankment reinforcement structure wherein upper and lower slope reinforcement units are connected by inserting a lower end of a slope reinforcement member constituting an upper slope reinforcement unit into the upper surface slope reinforcement unit. An embankment reinforcement method using the slope reinforcement unit according to any one of claims 1 to 8, wherein the slope reinforcement unit is self-standing on the ground surface in accordance with the angle of the slope at the installation site, The embankment reinforcing members are connected via the connecting members, and simultaneously, the slope reinforcing members of the adjacent left and right slope reinforcing units are connected with a tying tool, and then the slope angle holding is performed while the slope reinforcing members are used as the slopes. The member, the connection member, and the embankment reinforcing member are embedded in the embankment, respectively, and the lower end of the slope reinforcing member of the upper slope reinforcing unit is inserted into the folded portion provided at the upper end of the slope reinforcing member, and the upper and lower slopes are inserted. An embankment reinforcement method characterized by constructing an embankment by connecting the reinforcement units one after the other and sequentially overlapping the slope reinforcement units.