KR20200007228A - Green Net Form for reinforcing bag slope and construction method using the same - Google Patents

Abstract

The present invention relates to an eco-friendly slope reinforcing green net form and a construction method using the same. The eco-friendly slope reinforcing green net form according to a first embodiment of the present invention is an eco-friendly slope reinforcing green net form which is installed on a slope to reinforce the slope, and comprises a first green net form installed along the slope and formed after a filling material injected into a first fabric form is hardened. Here, the first green net form comprises: an upper fabric and a lower fabric which are made of geosynthetics, and form the first fabric form when being bonded to each other; a plurality of bonding units which are arranged with predetermined intervals in a first direction, which is the inclined direction of the slope, and a second direction, which is orthogonal to the first direction, so as to bond the upper fabric and the lower fabric to each other; a plurality of first column units in which a filling material is hardened after being injected from the outside into an inner space between the upper fabric and the lower fabric excluding the plurality of bonding units, and which are lengthily formed in the first direction; and a plurality of second column units in which the filling material is hardened after being injected from the outside into the inner space between the upper fabric and the lower fabric excluding the plurality of bonding units, and which are lengthily formed in the second direction. Here, the plurality of second column units are characterized by having the height from the slope higher than that of the plurality of first column units.

Description

Green Net Form for reinforcing bag slope and construction method using the same}

The present invention relates to an environment-friendly slope reinforcing rim hole and a construction method using the same, and more specifically, it is possible to more easily construct slope reinforcement work for preventing erosion and preventing soil erosion compared to the conventional construction method using a concrete block. The present invention relates to an environment-friendly slope reinforcing rim hole and a construction method using the same, which can reduce cost and time for slope reinforcement work and vegetation environment creation.

In general, slopes exist in areas where rivers, agricultural drainages, roads or railways, apartment complexes, dams or reservoirs, coastal or reclaimed bank embankments are installed, and these slopes prevent erosion and scour. Eco-friendly slope reinforcement method is required in harmony with the

The slope reinforcement method that is generally performed in the past, by installing a concrete block in the form of a grid on the slope, and by planting and growing grass, flowers, vegetation, etc. in the interior of the concrete block to prevent the outflow of soil from the slope and at the same time The construction method to create a vegetation environment is mainly used.

For example, in Korea Registered Utility Model Publication No. 20-0235681 (Eco-friendly vegetation block) (October 8, 2001), there is a space for drinking water and vegetation that can contain soil, gravel, etc. A structure of an easy concrete vegetation block is disclosed.

However, the slope reinforcement structure using the conventional concrete block, since the concrete block does not correspond to the slope of the slope, the surface smoothing work (earthwork work), etc. of the slope must be preceded, and the forming and curing work of the concrete block, There was a problem that the installation work is not easy to increase the overall construction cost and time.

In addition, the slope reinforcement structure using a conventional concrete block is simply arranged in the form of a plurality of concrete blocks in the form of a grid installed on the slope, because the mutual coupling of the concrete blocks is weak, such as a river slope or rainy areas such as a river flows a lot When lowering, when erosion and scour occurs due to the flow of water, there was a problem that the outflow of soil and consequent damage to the vegetation environment could not be effectively prevented.

In addition, the slope reinforcement structure using a conventional concrete block, the cost for maintenance work (repair and reinforcement work) for the existing concrete block when the secondary scour occurs after a certain time has passed after the concrete block is installed There was a problem that a lot of time occurs.

Therefore, compared with the conventional construction method using a concrete block, slope reinforcement construction for slope erosion prevention and soil leakage prevention can be more easily constructed, eco-friendly slope that can reduce the cost and time for slope reinforcement construction and vegetation environment creation There is a need for a reinforcing room and a construction method using the same.

Domestic Registration Utility Model Publication No. 20-0235681 (Eco-friendly vegetation block) (October 8, 2001)

The present invention was invented to improve the above problems, the problem to be solved by the present invention, by installing a combination of various forms of the ball of the ball formed by curing the filler injected into the interior of the fiber band, the conventional concrete Eco-friendly slope reinforcement truss that can save slope and reinforcement construction to prevent slope erosion and soil leakage, and save cost and time for slope reinforcement construction and vegetation environment, compared to the construction method using blocks. It is to provide a construction method used.

Technical problem of the present invention is not limited to those mentioned above, another technical problem that is not mentioned will be clearly understood by those skilled in the art from the following description.

In order to achieve the above object, the environment-friendly slope reinforcement ball hole according to the first embodiment of the present invention, in the environment-friendly slope reinforcement room (Green Net Form) is installed on the slope to reinforce the slope, slope It is installed along, and comprises a first stab hole formed by hardening the filler injected into the interior of the first fibrous, the first stab hole is made of geosynthetics, when the first fibrous band is bonded to each other Upper fabric and lower fabric to form a; A plurality of joining portions disposed at predetermined intervals along a first direction in an inclined direction of the slope and a second direction perpendicular to the first direction to join the upper fabric and the lower fabric to each other; A plurality of first pillar portions formed in an inner space between the upper fabric and the lower fabric except for the plurality of bonding parts, the fillers being hardened and extending in the first direction; And a plurality of second pillars formed in the interior space between the upper fabric and the lower fabric except for the plurality of joints, the fillers being cured, the second pillars being elongated in the second direction. The portion is characterized in that the height from the slope is larger than the plurality of first pillar portions.

At this time, the upper fabric and the lower fabric is made of any one of polyester (Polyester), polypropylene (Polypropylene), respectively, the filler is concrete (Concrete), cement (cement), mortar, rubble, earth and sand Or it is selected from the group consisting of sand.

The plurality of junctions may be arranged to have a lattice structure in which the row spacing in the first direction is the same and the column spacing in the second direction is the same.

In addition, the plurality of joining portions may be arranged in a zigzag shape with each of the plurality of joining portions included in a row adjacent to each other along the first direction.

In addition, each of the plurality of joints is characterized in that the whole or a part can be selectively cut.

On the other hand, in order to achieve the above object, the environment-friendly slope reinforcement construction method construction method according to the first embodiment of the present invention, to install the environment-friendly slope reinforcement staple hole (Green Net Form) to the slope to reinforce the slope (斜面) In an environmentally friendly slope reinforcement trough construction method, wherein the eco-friendly slope reinforcement trough hole includes a first tether hole is installed on the slope, the first truss ball is made of geosynthetics, when bonded to each other An upper fabric and a lower fabric forming a first fibrous band; A plurality of joining portions disposed at predetermined intervals along a first direction in an inclined direction of the slope and a second direction perpendicular to the first direction to join the upper fabric and the lower fabric to each other; A plurality of first pillar portions formed in an inner space between the upper fabric and the lower fabric except for the plurality of bonding parts, the fillers being hardened and extending in the first direction; And a filler injected from the outside into the internal space between the upper fabric and the lower fabric except for the plurality of joints, and the height from the slope is greater than the plurality of first pillars and is directed in the second direction. Comprising a plurality of second pillar portion formed long, Installing the first fiber band on the slope; Injecting and filling a filler into the first fiber band to form the plurality of first pillar parts and the plurality of second pillar parts; And it is characterized in that it comprises the step of filling the earth or rubble for eating habits (植 生活 着) to all or part of the plurality of junctions.

On the other hand, in order to achieve the above object, the environment-friendly slope reinforcement tether ball according to the second embodiment of the present invention, is connected to at least one of the one end and the other end of the first tether hole along the first direction, the second fiber The filler injected into the interior of the base is characterized in that it further comprises at least one second frame hole formed by curing.

In this case, the at least one second ball is a ball type (bag type) or mat type (Mat type) scour protection ball to prevent the scour of at least one of one end and the other end of the first room ball It is done.

In addition, the at least one second tether hole, characterized in that the animal moving passage or the animal habitat space is provided in the second fiber band.

On the other hand, in order to achieve the above object, the environment-friendly slope reinforcement construction method construction method according to the second embodiment of the present invention, to install the environment-friendly slope reinforcement staple hole (Green Net Form) to the slope to reinforce the slope (斜面) In the eco-friendly slope reinforcement trough construction method, wherein the eco-friendly slope reinforcement truss ball is at least one of the first and other ends of the first room to be installed on the slope, and the first direction along the first direction in the inclined direction of the slope An upper fabric and a lower fabric formed of geosynthetics and joined to each other to form a first fiber band; A plurality of joining portions disposed at predetermined intervals along a first direction in an inclined direction of the slope and a second direction perpendicular to the first direction to join the upper fabric and the lower fabric to each other; A plurality of first pillar portions formed in an inner space between the upper fabric and the lower fabric except for the plurality of bonding parts, the fillers being hardened and extending in the first direction; And a filler injected from the outside into the internal space between the upper fabric and the lower fabric except for the plurality of joints, and the height from the slope is greater than the plurality of first pillars and is directed in the second direction. A bag type or a mat type including a plurality of elongated second pillar parts, wherein the at least one second stab hole is formed by curing a filler injected into the second fiber band made of geosynthetic fiber. A scour protection hole, and installing the first fiber band and the second fiber band on the slope; Injecting and filling a filler into the first fiber band to form the plurality of first pillar parts and the plurality of second pillar parts, and injecting and filling a filler into the second fiber band and curing the filler; And it is characterized in that it comprises the step of filling the earth or rubble for eating habits (植 生活 着) to all or part of the plurality of junctions.

Specific details of other embodiments are included in the detailed description and the drawings.

According to the environment-friendly slope reinforcing room ball and the construction method using the same according to the embodiments of the present invention, by installing a combination of various forms of the ball hole formed by curing the filler injected into the interior of the fiber, the conventional concrete block Compared to the construction method used, the slope reinforcement work for the slope erosion prevention and the prevention of soil leakage can be more easily constructed, and the cost and time for slope reinforcement work and vegetation environment creation can be reduced.

In particular, according to the environment-friendly slope reinforcement room ball and the construction method using the same according to the first embodiment of the present invention, when the first room ball is installed on the slope, the joint portion due to the plurality of second pillars formed thick along the transverse direction of the slope Since the soil or rubble filled in the upper surface of is maintained without flowing down, it is possible to create a vegetation environment without cutting a plurality of joints, it is possible to prevent the soil outflow of the slope because the plurality of joints are not cut.

In addition, according to the environment-friendly slope reinforcement room ball and the construction method using the same according to the second embodiment of the present invention, by connecting the second room ball for preventing scouring to one end of the first room ball to be installed on the slope, the second room frame Even when secondary scour occurs on the river slope where the ball is installed, the slope where the secondary scour occurs can be naturally reinforced without additional maintenance work, so the cost and time for preventing scour of the river slope compared to the construction method using the conventional concrete block Can reduce the cost.

In addition, according to the environment-friendly slope reinforcement room ball and the construction method using the same according to the second embodiment of the present invention, by providing an animal moving passage or animal habitat space in the second room, a more eco-friendly slope in harmony with the natural ecosystem Reinforcement structures and vegetation environments can be created.

The effects of the present invention are not limited to the above-mentioned effects, and other effects not mentioned will be clearly understood by those skilled in the art from the description of the claims.

1 is a view showing a state in which the environment-friendly slope reinforcing room ball is installed on the slope according to the first embodiment of the present invention.
Figure 2 is a perspective view showing an example of the first frame hole constituting the environment-friendly slope reinforcing room ball according to a first embodiment of the present invention.
3 is a plan view illustrating an example of a first boot hole that constitutes an environment-friendly slope reinforcing boot hole according to a first embodiment of the present invention.
FIG. 4 is a view illustrating various edges of the joint part constituting the first room hole of the environment-friendly slope reinforcing room ball according to the first embodiment of the present invention.
FIG. 5 is a perspective view illustrating another example of the first tether hole constituting the eco-friendly slope reinforcing tether hole according to the first embodiment of the present invention. FIG.
FIG. 6 is a plan view illustrating another example of the first tether hole constituting the environment-friendly slope reinforcing tether hole according to the first embodiment of the present invention.
FIG. 7 is a view illustrating an example in which a plurality of joints are used in a state where a plurality of joints are not cut after the first tether hole of the eco-friendly slope reinforcing tether hole according to the first embodiment of the present invention is installed on the slope.
8 is a view showing an example used in a state in which a plurality of joints are cut after the first boot hole of the environment-friendly slope reinforcing room ball according to the first embodiment of the present invention is installed on the slope.
9 is a flowchart illustrating a method for constructing an environment-friendly slope reinforcing tether hole according to a first embodiment of the present invention.
10 is a view sequentially showing an environmentally friendly slope reinforcement construction ball construction method according to a first embodiment of the present invention.
11 is a view showing an example used according to the state of the joint after the first boot hole of the eco-friendly slope reinforcing room ball according to the first embodiment of the present invention is installed on the slope.
12 is a view showing a state in which the environment-friendly slope reinforcing room ball is installed on the slope according to the second embodiment of the present invention.
FIG. 13 is a view illustrating an example of a second tether hole constituting an environment-friendly slope reinforcing tether hole according to the second embodiment of the present invention.
14 is a view showing another example of the second frame hole constituting the environment-friendly slope reinforcing room ball according to a second embodiment of the present invention.
FIG. 15 is a view illustrating various examples of a joint part in another example of the second frame hole constituting the environment-friendly slope reinforcing room ball according to the second embodiment of the present invention.
FIG. 16 is a view illustrating an example in which first and second tether holes constituting the environment-friendly slope reinforcing tether hole according to the second embodiment of the present invention are installed on a river slope.
FIG. 17 is a view illustrating another example in which the first and second room holes forming the eco-friendly slope reinforcing room ball according to the second embodiment of the present invention are installed on the river slope.
18 is a view showing the structure of another example of the second frame hole constituting the environment-friendly slope reinforcing room ball according to a second embodiment of the present invention.
19 is a flowchart illustrating a method for constructing an environment-friendly slope reinforcing tether hole according to a second embodiment of the present invention.

Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings such that those skilled in the art may easily implement the present invention.

In describing the embodiments, descriptions of technical contents that are well known in the technical field to which the present invention belongs and are not directly related to the present invention will be omitted. This is to more clearly communicate without obscure the subject matter of the present invention by omitting unnecessary description.

For the same reason, in the accompanying drawings, some components are exaggerated, omitted or schematically illustrated. In addition, the size of each component does not reflect the actual size entirely. The same or corresponding elements in each drawing are given the same reference numerals.

In addition, the device or element orientation (eg "front", "back", "up", "down", "top", "bottom" Expressions and predicates used herein with respect to terms such as "," "left", "right", "lateral", etc. are used merely to simplify the description of the present invention, and related apparatus. Or it will be appreciated that it does not indicate or mean that the element should simply have a certain direction.

Hereinafter, the present invention will be described with reference to the drawings for explaining an environment-friendly slope reinforcing room ball and a construction method using the same according to embodiments of the present invention.

First, referring to FIGS. 1 to 11, an eco-friendly slope reinforcing tether hole and a construction method using the same according to the first embodiment of the present invention will be described.

1 is a view showing a state in which the environment-friendly slope reinforcing room ball according to the first embodiment of the present invention is installed on the slope, Figure 2 is a first tether hole constituting the environment-friendly slope reinforcing room ball according to the first embodiment of the present invention Figure 3 is a perspective view showing an example, Figure 3 is a plan view showing an example of the first frame hole constituting the environment-friendly slope reinforcing room ball according to the first embodiment of the present invention.

Eco-friendly slope reinforcement trough hole (Green Net Form) 100 according to the first embodiment of the present invention slope (G) to reinforce the slope (G) by preventing the loss of soil due to erosion of the slope (G) ) Can be installed. Here, the slope G is a concept including all the slopes of rivers, agricultural drainages, roads or railways, slopes of apartment complexes, slopes of dams or reservoirs, slopes of coastal or reclaimed bank embankments, and the like.

1 and 2, the environment-friendly slope reinforcing room ball 100 according to the first embodiment of the present invention, may be configured to include a first room ball 110 is installed on the slope (G). have.

As shown in FIG. 1, the first ballast hole 110 may have a mat shape as a whole, and may be formed by curing the filler M2 injected into the first fiber band 111. As shown in FIGS. 2 and 3, the first tether hole 110 includes an upper fabric 111a and a lower fabric 111b, a plurality of joints 112, and a plurality of joints forming the first fiber zone 111. It may be configured to include a first pillar portion 113 and a plurality of second pillar portion 114.

The upper fabric 111a and the lower fabric 111b are made of geosynthetics and may form the first fiber band 111 when bonded to each other. In this case, the upper fabric 111a and the lower fabric 111b may be made of high-strength geotextiles having excellent tensile strength and elongation at break, respectively, such as polyester and polypropylene. have. Although not shown in detail, the upper fabric 111a and the lower fabric 111b may each be formed in one layer, or may be made in multiple layers as necessary to increase weight, tensile strength, and the like.

In addition, the upper fabric 111a or the lower fabric 111b may be formed with at least one first filler inlet 111c for injecting the filler M2 at an appropriate position. Although not shown in detail, the first filler inlet 111c may have a cylindrical tube shape extending from the surface of the first fibrous band 111, and may be closed by a strap or the like after injection of the filler M2. have.

The filler M2 may be selected from the group consisting of concrete, cement, mortar, rubble, earth or sand. Preferably, the filler M2 may use soil, sand, rubble or the like which can be easily obtained around the slope G. When concrete, cement, mortar, etc. are used as the filler (M2) due to the necessity of increasing the strength, the filler (M2) is mounted in the ready-mixed car in the state prepared in the paste state, the installation site of the first room ball 110 In general, it is transferred to, but may be manufactured by field mixing according to the field conditions, the shape, state, and the like of the slope G on which the first boot hole 110 is installed.

3A illustrates a state in which the filler M2 is not injected into the first fiber band 111 in which the upper fabric 111a and the lower fabric 111b are joined to each other by the plurality of joining portions 112. In FIG. 3B, the filler M2 is injected through the first filler inlet 111c.

The plurality of joining portions 112 include a first direction (± Y direction in the example of FIGS. 2 and 3) and a first direction in the inclined direction of the slope G to join the upper fabric 111a and the lower fabric 111b to each other. It may be arranged at predetermined intervals along a second direction perpendicular to the direction (in the example of FIGS. 2 and 3, the ± X direction).

For example, as illustrated in FIG. 3, the plurality of junctions 112 may be arranged to have a lattice structure in which the row spacing in the first direction is the same and the column spacing in the second direction is the same. have.

The plurality of joints 112 may be disposed at respective corresponding positions of the upper fabric 111a and the lower fabric 111b to bond the upper fabric 111a and the lower fabric 111b to each other. The plurality of joints 112 are bonded to the lower fabric 111b (or the upper fabric 111a) in the state formed in the upper fabric 111a (or the lower fabric 111b), or the upper fabric 111a and the upper fabric 111a. It may be formed after each formed on the lower fabric (111b). Each joint portion 112 may serve as a filter and at the same time as the upper fabric 111a and the lower fabric 111b to join each other, so that unlike the conventional concrete structure, the drainage function is excellent and minimizes soil loss. Since it can be advantageous to the slope (G) there is an advantage.

As shown in FIG. 3, each junction 112 may be formed to have a width wider than that of the first pillar portion 113 or the second pillar portion 114, which may be formed as needed. In order to maintain sufficient strength even when partially cutting), the width of the junction part 112 may be approximately 2 to 5 times wider than the width of the first pillar part 113 or the second pillar part 114. . However, the width of the junction 112 is not limited thereto, and may be appropriately designed according to the use, topography, state, etc. of the slope G. FIG.

In addition, although FIG. 3 illustrates an example in which each of the joints 112 has a square shape, each of the joints 112 may have a rectangular shape. In addition, although FIG. 3 illustrates an example in which each junction 112 has the same size, some of the plurality of junctions 112 may be formed to have different sizes.

In the plurality of first pillars 113, the filler M2 injected from the outside is cured in the internal space between the upper fabric 111a and the lower fabric 111b except for the plurality of joints 112, and the first direction ( In the example of Figs. 2 and 3, it can be formed long in the (Y direction). In addition, the plurality of second pillars 114 may harden the filler M2 injected from the outside into the internal space between the upper fabric 111a and the lower fabric 111b except for the plurality of joints 112. Direction (in the example of FIGS. 2 and 3, ± X direction).

That is, when the 1st boot hole 110 is installed in the slope G, the some 1st pillar part 113 is arrange | positioned along the longitudinal direction of the slope G, and the some 2nd pillar part 114 is shown. May be disposed along the transverse direction of the slope (G). Therefore, the first room hole 110 maintains sufficient strength even after being installed on the slope G due to the plurality of first pillar portions 113 and the plurality of second pillar portions 114 connected in the longitudinal direction and the cross direction. Can be.

As shown in FIG. 3, when the plurality of junctions 112 are arranged to have a lattice structure in which the row spacing in the first direction is the same as each other and the column spacing in the second direction is the same as each other, The plurality of first pillar portions 113 formed between the two pillar portions 114 may be formed on the same line along the first direction (± Y direction in the examples of FIGS. 2 and 3).

2 and 3 illustrate an example in which cross sections of the plurality of first pillar portions 113 and the plurality of second pillar portions 114 have a circular shape, but are designed to have other shapes such as ellipses as necessary. Can be. Meanwhile, in FIG. 1, when the first boot hole 110 is installed on the slope G, the cross sections of the plurality of first pillar portions 113 and the plurality of second pillar portions 114 remain circular due to their own weight. It shows the shape that the bottom is slightly pressed.

Preferably, as shown in FIGS. 2 and 3, the plurality of second pillars constituting the first frame hole 110 of the environment-friendly slope reinforcing room ball 100 according to the first embodiment of the present invention ( The height from the slope G may be greater than the plurality of first pillars 113. Although not shown in detail, the height of the second pillar portion 114 is preferably formed approximately two times higher than the height of the first pillar portion 113.

As such, when the environment-friendly slope reinforcement room ball 100 according to the first embodiment of the present invention, as shown in Figure 1, when the first room ball hole 110 is installed on the slope (G), slope (G) Due to the plurality of second pillars 114 thickly formed along the transverse direction of), the earth or rubble S filled in the upper surface of the junction 112 is maintained without flowing down, so that the plurality of junctions 112 A vegetation environment can be created even without making a cut, and since the some junction part 112 is not cut, the outflow of the earth and sand of the slope G can be prevented.

In addition, the earth and sand around the slope G does not need to be artificially filled with soil or rubble S due to the plurality of second pillars 114 thickly formed along the transverse direction of the slope G. Alternatively, since rubble (S) may be naturally filled, a vegetation environment suitable for ambient conditions may be formed.

On the other hand, the plurality of junctions 112 may be selectively cut in whole or in part as needed. That is, the plurality of joints 112 may be filled with the earth or rubble (S) even in a state that is not cut, but depending on the shape, state, etc. of the slope (G), the specific joint 112 is a sand or rubble ( S) may be filled.

FIG. 4 is a view illustrating various edges of the joint part constituting the first room hole of the environment-friendly slope reinforcing room ball according to the first embodiment of the present invention.

As shown in FIG. 4, each of the joints 112 is not cut and the filter unit 112a maintains the bonded state of the upper fabric 111a and the lower fabric 111b, and the cut portion 112b that is cut and removed. It can be composed of).

FIG. 4A illustrates an example in which the cutout 112b is cut in a rectangular shape, and FIG. 4B illustrates an example in which the cutout 112b is cut in a rhombus shape. c) shows an example in which the cutout 112b is cut in a circular shape, and in Fig. 4 (d), an example in which the cutout 112b is cut in an X-shape is shown. In Fig. 4E, the cutout is shown. An example in which the portion 112b is cut in the form of a cross is shown.

On the other hand, although not shown, if necessary, each bonding portion 112, without the filter portion 112a for maintaining the bonding state of the upper fabric (111a) and the lower fabric (111b), the whole is completely cut out It may consist only of the incision 112b.

On the other hand, the plurality of bonding portions 112, each of the plurality of bonding portions 112 included in a row adjacent to each other along the first direction may be arranged in a zigzag form.

5 is a perspective view showing another example of the first rim hole constituting the eco-friendly slope reinforcing rim ball according to the first embodiment of the present invention, Figure 6 is an environment-friendly slope reinforcement rim ball according to the first embodiment of the present invention It is a top view which shows the other example of the 1st boot | hole which comprises.

FIG. 6A illustrates a state in which the filler M2 is not injected into the first fiber zone 111 of the first tether hole 110 in which the plurality of joints 112 are arranged in a zigzag form. In (b), the state in which the filler M2 was inject | poured into the 1st fiber zone 111 is shown.

That is, in FIG. 3, although the plurality of joints 112 constituting the first room hole 110 are arranged in rows and columns having the same interval, the joints 112 formed in adjacent rows or columns are illustrated in FIG. 6. ) Is arranged in a zigzag form so as to intersect with each other.

As shown in FIGS. 5 and 6, when the plurality of joints 112 constituting the first room hole 110 are arranged in a zigzag form, some portions of the first room hole 110 may become weak. The problem can be solved and the overall strength can be increased.

Meanwhile, for convenience of description, in FIG. 1 to FIG. 6, an example in which one first booting hole 110 is installed on the slope G is illustrated, but the first booting hole 110 has a shape and a state of the slope G. FIG. When the installation area is determined according to the above, it may be installed in one piece, or the plurality of first boot holes 110 may be installed adjacent to each other.

Hereinafter, with reference to FIGS. 7 and 8, a structure in which the environment-friendly slope reinforcing tether hole 100 according to the first embodiment of the present invention is installed on the slope G will be described.

FIG. 7 is a view illustrating an example in which a plurality of joints are not cut after being installed on a slope of an environment-friendly slope reinforcing tether hole according to a first embodiment of the present invention, and FIG. 1 is a view showing an example of being used in a state in which a plurality of joints are cut after being installed on the slope of the first rim of the eco-friendly slope reinforcing rim hole according to the embodiment.

FIG. 7 illustrates an example in which soil or rubble (S) flows into each of the joints 112 in a state in which the plurality of joints 112 are not cut after the first trough hole 110 is installed on the slope G. FIG. 8 illustrates an example in which soil or rubble (S) flows into each of the joints 112 in a state in which a plurality of joints 112 are cut after the first trough hole 110 is installed on the slope G. FIG. .

As shown in FIG. 7, when the plurality of junctions 112 are not cut, the soil S0 of the slope G surface naturally flows in between the junctions 112 and the slope G, and is filled. The upper surface of each of the joints 112 may be filled or naturally filled with soil or rubble S around the slope G in a space between two adjacent second pillars 114. Although not shown in detail, when the soil or rubble S is filled in the plurality of joints 112, the plurality of first pillars 113 may be buried in the soil or rubble S and may not be exposed to the outside.

On the contrary, as shown in FIG. 8, when a plurality of junctions 112 are cut out, each of the junctions 112 has soils around the slope G in a space between two adjacent second pillars 114. Alternatively, rubble S may be artificially filled.

7 and 8 (a) show an example in which grass, flowers, vegetation, etc. (F1) are planted in the soil or rubble S after the soil or rubble S is filled in the plurality of joints 112. In FIG. 7 and FIG. 8B, after the soil or rubble S is filled in the plurality of joints 112, grass, flowers, vegetation, etc. F1 are planted in the soil or rubble S, and a plurality of second parts are formed. An example in which a potted plant F2 is mounted on some of the pillars 114 is illustrated.

On the other hand, as shown in Figure 8, when the first trough hole 110 is installed on the river slope (G), the slope (G) is a lower portion of the river surface (W) which is a portion of the river bottom surface and the flow of the river And it can be divided into the upper portion of the river surface (W).

As shown in (a) and (b) of FIG. 8, since the plurality of junctions 112 located at the upper portion of the river surface W are filled with soil sand S1 having relatively small particles, grass and flowers , The vegetation, etc. (F1) can provide a good environment for growth. 8 illustrates an example in which a plurality of junctions 112 positioned at an upper portion of the river surface W are cut, but all or some of the junctions 112 may not be cut.

On the other hand, as shown in Figure 8 (a), the plurality of junctions 112 located in the lower portion of the river surface (W) is filled with gravel, rubble, etc. (S2) having a relatively large particles, plankton, It can provide an environment where fish and shellfish can live. Alternatively, instead of filling gravel, rubble, and the like (S2) in the plurality of joining portions 112 located at the lower portion of the river surface W, a fishery or the like may be disposed. Although not shown in detail, mortar may be injected into the plurality of junctions 112 positioned below the river surface W in addition to gravel, rubble, etc. (S2) as necessary.

Meanwhile, FIG. 7 illustrates an example in which all of the plurality of junctions 112 are not cut, and FIG. 8 illustrates an example in which all of the plurality of junctions 112 are cut. However, only a part of the plurality of junctions 112 may be cut. It may be.

Hereinafter, referring to FIGS. 9 to 11, a method of constructing an environment-friendly slope reinforcing rim hole 100 according to a first embodiment of the present invention configured as described above on a slope G will be described.

FIG. 9 is a flowchart illustrating an environment-friendly slope reinforcement ball construction method according to a first embodiment of the present invention, and FIG. 10 is a view sequentially illustrating an environment-friendly slope reinforcement room construction method according to a first embodiment of the present invention. 11 is a view showing an example used according to the state of the joint after the first boot hole of the environment-friendly slope reinforcing room ball according to the first embodiment of the present invention is installed on the slope.

As shown in Figure 9 and Figure 10 (a), in order to construct an eco-friendly slope reinforcement room ball 100 according to the first embodiment of the present invention, first to configure the eco-friendly slope reinforcement room ball 100 The first fiber zone 111 of the one fleece ball 110 can be installed on the slope G (S110).

As described above, since the first fibrous band 111 of the first tether hole 110 into which the filler M2 is not injected has a shape such as a wide cloth, it may naturally unfold along the shape of the slope G. . In this case, the first filler inlet 111c may be exposed to an appropriate position to facilitate the filler M2 injection operation.

10A illustrates an example in which the first fiber band 111 is installed on the slope G in a state in which the filler M2 is not injected into the first fiber band 111, but is required. Accordingly, the first fiber band 111 may be provided on the slope G in a state where a part of the filler M2 is injected into the first fiber band 111. In addition, although not shown, if there is a bent portion on the slope (G), when the earthwork is required, it is also possible to first perform a selection work (earthwork) for the slope (G). In addition, although not shown, the first fiber band 111 may be fixed to a pile or the like installed on the slope G by a wire or a rope.

After the first fiber band 111 is installed on the slope G (S110), as shown in FIGS. 9 and 10 (b), the filler M2 is disposed inside the first fiber band 111. After injecting and curing, the plurality of first pillars 113 and the plurality of second pillars 114 may be formed (S120).

As shown in (b) of FIG. 10, the filler M2 is injected through the first filler inlet 111c formed in the first fiber zone 111 and includes a plurality of first parts except for the plurality of joints 112. The pillar portion 113 and the plurality of second pillar portions 114 may expand by a predetermined size by design while the injection of the filler M2 is in progress. Although not shown, after the injection of the filler (M2), the filler inlet 111c may be neatly tied by a string or the like.

Finally, after the filler M2 is cured to form the plurality of first pillar portions 113 and the plurality of second pillar portions 114 (S120), as illustrated in FIGS. 9 and 11, the plurality of pillars M2 may be formed. All or part of the junction portion 112 may be filled with soil or rubble (S) for eating habits (植 生活 着) (S130).

FIG. 11A illustrates an example in which earth and sand or rubble S flows into each of the joints 112 in a state where the plurality of joints 112 are not cut. In FIG. 11B, a plurality of the joints The example in which the earth and sand or rubble S flowed into each junction 112 in the state which 112 was cut | disconnected is shown.

That is, as shown in Figure 11 (a), when the plurality of junctions 112 are not cut, after the soil or rubble (S) is naturally introduced or artificially filled into the upper surface of each of the junctions 112, As shown in (a) and (b) of FIG. 7, grass, flowers, vegetation, etc. (F1) can be planted to create a vegetation environment.

Alternatively, as shown in (b) of FIG. 11, when the plurality of junctions 112 are cut, after the soils S1 or rubble S2 is filled in each of the junctions 112, (a) of FIG. And as shown in (b), grass, flowers, vegetation, etc. (F1) can be planted to create a vegetation environment.

12 to 19, an eco-friendly slope reinforcing room ball and a construction method using the same according to a second embodiment of the present invention will be described.

12 is a view showing a state in which the environment-friendly slope reinforcing room ball according to the second embodiment of the present invention is installed on the slope, Figure 13 is a second tether hole constituting the environment-friendly slope reinforcing room ball according to the second embodiment of the present invention FIG. 14 is a view showing another example of a second tether hole constituting an environment-friendly slope reinforcing tether hole according to a second embodiment of the present invention, and FIG. 15 is a second embodiment of the present invention. Figure 2 is a view showing a variety of examples of the joint in another example of the second stab hole constituting the environment-friendly slope reinforced ball.

Eco-friendly slope reinforcement trough hole 200 according to the second embodiment of the present invention is installed on the slope (G) to reinforce the slope (G) by preventing the loss of soil due to the erosion of the slope (G), Figure 12 As shown, it may be configured to include a first boot hole (210) installed on the slope (G), the second boot hole 220 connected to the first boot hole (210).

As shown in FIG. 12, since the structure of the first tether hole 210 is substantially the same as the first tether hole 110 of the first embodiment illustrated in FIGS. 2 to 6, overlapping descriptions thereof will be omitted. do.

The second boot hole 220 is connected to at least one of one end and the other end of the first boot hole 210 along the first direction, which is the inclined direction of the slope G, and at the upper or lower portion of the slope G. In addition to preventing erosion or scour, if secondary scour occurs at the top or bottom portion of the slope G, it may serve to reinforce the scour occurs.

In FIG. 12, an example in which one second bomb hole 220 is connected to one end of the first bath hole 210 (in the example of FIG. 12, the lower end of the first bath hole 210) is illustrated. The number, arrangement, etc. of the balls 220 can be changed as many as those skilled in the art. Although not shown in detail, the portion where the second flame hole 220 is connected to the first flame hole 210, the portion where the plurality of second flame hole 220 is connected to the tensile strength such as polyester, polypropylene and the like A scour prevention film made of high strength geotextile with excellent elongation may be provided.

Like the first room hole 210, the second room hole 220 may be formed by curing the filler M2 injected into the second fiber zone 221. At this time, the second fiber band 221 is made of a high-strength civil fiber, such as polyester, polypropylene, and the filler (M2) may be selected from the group consisting of concrete, cement, mortar, rubble, earth or sand.

Preferably, the second barrier hole 220 may be configured as a bag type or mat type scour protection hole to prevent scour at one end or the other end of the first barrier hole 210.

First, in FIG. 13, the example which the 2nd ball | bowl hole 220 is a bag type scour protection hole is shown. The second fiber band 221 of the second room hole 220 may have a variety of sizes and shapes according to the shape of the bent portion, in Figure 13 (a) the cross section of the second fiber band 221 is square or rectangular An example of the shape is shown, and in FIG. 13B, an example in which the cross section of the second fiber band 221 is an elliptical shape is illustrated, but the shape of the second fiber band 221 is not limited thereto. In addition, at least one second filler inlet 221c for injecting the filler M2 may be formed in the second fiber zone 221.

In addition, in FIG. 14 and FIG. 15, the example which the 2nd ball | bowl hole 220 is a mat type scour protection hole is shown. As shown in FIG. 14, the second tether hole 220 is made of geotextiles, and includes an upper fabric 221a and a lower fabric 221b and an upper fabric 221a forming the second fiber zone 221. The filler M2 injected into the inner space between the upper fabric 221a and the lower fabric 221b except for the plurality of joints 222 and the plurality of joints 222 arranged to bond the lower fabric 221b to each other It may be configured to include a plurality of filling portion 223 to be cured.

Meanwhile, although FIG. 14 illustrates an example in which each of the plurality of junction portions 222 constituting the second room hole 220 has a square shape, each of the plurality of junction portions 222 may have various shapes. That is, as shown in FIG. 15, the plurality of junctions 222 may be selected from a group consisting of a rectangular shape, a continuous cross shape, and a discontinuous cross shape, in addition to a square shape.

As described above, the environment-friendly slope reinforcing room ball 200 according to the second embodiment of the present invention, the second room ball hole 220 to prevent scour at one end of the first room ball 210 is installed on the slope (G) By connecting the second slope to the river slope (G) is installed, even if the secondary scour occurs, even if the secondary scour occurs the secondary scour (G) without additional maintenance work can be naturally reinforced, the conventional concrete Compared to the construction method using the block, it is possible to reduce the cost and time for preventing the river slope (G) scour.

Hereinafter, referring to FIGS. 16 and 17, a structure in which the environment-friendly slope reinforcing tether hole 200 according to the second embodiment of the present invention is installed on the slope G will be described.

FIG. 16 is a view illustrating an example in which first and second tether holes constituting the eco-friendly slope reinforcing tether hole according to the second embodiment of the present invention are installed on a river slope.

For convenience of description, in FIG. 16, after the first ball hole 210 is installed on the slope G, the soil or rubble S is introduced into each of the joints 212 in a state where the plurality of joints 212 are not cut. Although an example is shown, earth or rubble (S) may be introduced in a state in which all or part of the plurality of junctions 212 are cut.

FIG. 16A illustrates an example in which two second chamber holes 220 formed in a bag type are connected to a lower end of the first chamber hole 210. As described above, the second chamber hole 220 not only prevents erosion or scour at the lower end portion of the slope G, but when the second scour occurs at the lower portion of the slope G, scour occurs. It may serve to reinforce the portion G1.

That is, as shown in (a) of FIG. 16, when the second room hole 220 is installed at the lower end of the slope G and after a predetermined period of time, secondary scour occurs according to the flow of the river, Each second tether hole 220 may naturally move according to the topography of the portion G1 where the secondary scour occurs.

In this case, since the second room hole 220 is moved to the terrain of the portion G1 where the second scour occurs at the position G1 where the second scour occurs, and is fixed at the corresponding position, the position G1 where the second scour occurs Not only do not need to perform an additional reinforcement for the scour prevention film provided between the first and second ball holes 210 and 220, the two room two holes 220 (not shown) ), It is possible to prevent the additional scour.

FIG. 16B illustrates an example in which one second bombardment hole 220 formed as a bag type is connected to an upper end of the first bombardment hole 210. Although not shown, the second tether hole 220 shown in FIG. 16 (b) not only prevents erosion or scour at the upper end of the slope G, but also at the upper portion of the slope G. When the secondary scour occurs, it may serve to reinforce the portion G1 where the scour occurred.

Meanwhile, FIG. 16A illustrates an example in which the second room ball 220 is connected to the lower end of the first room ball 210. In FIG. 16B, the second room ball 220 is the first unit. Although shown in the example connected to the top of the room ball 210, the second room ball 220 may be connected to both the top and bottom of the first room ball 210, it is connected to the first room ball (210) The number, type, and the like of the second boot hole 220 may be determined according to the shape, state, etc. of the slope G. FIG.

FIG. 17 is a view illustrating another example in which the first and second booths constituting the eco-friendly slope reinforcing room according to the second embodiment of the present invention are installed on a river slope, and FIG. 18 is a second embodiment of the present invention. It is a figure which shows the structure of the other example of the 2nd ball | hole hole which comprises the eco-friendly slope reinforcement ball | bowl | hole.

For convenience of description, in FIG. 17, after the first ball hole 210 is installed on the slope G, the soil or rubble S is introduced into each of the joints 212 in a state where a plurality of joints 212 are cut. Although not shown, all or part of the plurality of junctions 212 may be introduced into the soil or rubble (S) is not cut state.

As shown in FIG. 17 and FIG. 18, the second boot hole 220 constituting the environment-friendly slope reinforcing boot hole 200 according to the second embodiment of the present invention is formed inside the second fiber band 221. Animal movement passages or animal habitat spaces may be provided.

In FIG. 17A, two second bomb holes 220 formed in a bag type are connected to a lower end of the first bomb hole 210, and a fish or the like is inside the second fiber zone 221. An example of a fishery or fishery 222 is formed for aquatic organisms, and in FIG. 17B, an upper portion of the first tether hole 210 shown in FIG. 17A is shown. An example in which an ecological passage 232 for a land creature such as a squirrel, a frog, an insect is formed in the second fiber band 231 is additionally connected to one second tether hole 230 formed in a bag type. Indicates.

Meanwhile, as shown in FIG. 18, the animal movement passages or the animal habitat spaces 222 and 232 provided in the second fiber zone 221 are separately manufactured and are previously formed in the second fiber zone 221. It may be formed when the filler (M2) inserted or injected into the second fiber zone 221 is cured.

FIG. 18A illustrates an example in which an Associate or Associate 222 having a U-shaped or J-shaped tube manufactured separately is inserted into the second fiber zone 221.

18 (b) and (c), a plurality of second fiber zones 221, each of mat type or tube type, are laminated in a retaining wall in a water reservoir (Fig. 18 ( b)) or when the filler M2 is injected therein in a state of being stacked in a stepped shape (Fig. 18 (c)), each of the adjacent second fiber bands 221 221A, 221B is embossed. The example which deform | transforms in the form and forms the Associate or Fish 222 inside is shown. In this case, the plurality of second tether holes 220 stacked in the reservoir can be utilized to replace the retaining wall (FIG. 18 (b)) or the stairs (FIG. 18 (c)), respectively, It can be used to allow movement or formatting.

As such, the environment-friendly slope reinforcement room ball 200 according to the second embodiment of the present invention is provided with an animal movement passage or an animal habitat space in the second room hole 220, thereby making it more eco-friendly in harmony with the natural ecosystem. Slope reinforcement structures and vegetation environments can be created.

Hereinafter, referring to FIG. 19, a method of constructing an environment-friendly slope reinforcing rim hole 200 according to a first embodiment of the present invention configured as described above on a slope G will be described.

19 is a flowchart illustrating a method for constructing an environment-friendly slope reinforcing tether hole according to a second embodiment of the present invention.

As shown in FIG. 19, in order to construct the eco-friendly slope reinforcing rim hole 200 according to the second embodiment of the present invention, first of the first rim hole 210 constituting the eco-friendly slope reinforcing rim hole 200. The first fiber band 211 and the second fiber band 221 of the second boot hole 220 can be provided on the slope G (S210).

Then, the filler M1 is injected into the first fiber band 211 and cured to form a plurality of first pillar portions 213 and a plurality of second pillar portions 214 (S220). The filler M2 may be injected into the fiber band 221 and then cured (S230). In this case, the order of steps S220 and S230 may be changed or may be performed substantially simultaneously.

Finally, the whole or part of the plurality of junctions 212 may be filled with soil or rubble (S) for eating habits (S240).

Steps S210 to S240 shown in FIG. 19 are substantially the same as or similar to steps S110 to S130 shown in FIG. 9, and thus a detailed description thereof will be omitted.

On the other hand, in the present specification and drawings have been described with respect to preferred embodiments of the present invention, although specific terms are used, it is merely used in a general sense to easily explain the technical details of the present invention and to help the understanding of the invention, It is not intended to limit the scope of the invention. It will be apparent to those skilled in the art that other modifications based on the technical idea of the present invention can be carried out in addition to the embodiments disclosed herein.

<Explanation of symbols for main parts of the drawings>
100: eco-friendly slope reinforcing rim hole (first embodiment)
110: first yarn ball 111: the first fiber zone
112: junction portion 113: first pillar portion
114: second pillar
200: eco-friendly slope reinforcing rim hole (second embodiment)
210: first room ball 220: second room ball
221: second fiber zone

Claims (10)

In an environmentally friendly slope reinforcement trough (Green Net Form) installed on the slope to reinforce the slope,
It is installed along the slope, and the first injection hole formed by curing the filler injected into the interior of the first fiber band,
The first room ball,
An upper fabric and a lower fabric made of Geosynthetics and forming a first fiber band when bonded to each other;
A plurality of joining portions disposed at predetermined intervals along a first direction in an inclined direction of the slope and a second direction perpendicular to the first direction to join the upper fabric and the lower fabric to each other;
A plurality of first pillar portions formed in an inner space between the upper fabric and the lower fabric except for the plurality of bonding parts, the fillers being hardened and extending in the first direction; And
A filler injected from the outside into the internal space between the upper fabric and the lower fabric except for the plurality of joining portions is cured, and includes a plurality of second pillar portions elongated in the second direction,
The height of the plurality of second pillar portion is formed from the slope is larger than the plurality of first pillar portion, eco-friendly slope reinforcement room ball. The method of claim 1,
The upper fabric and the lower fabric are each made of one of polyester (Polyester), polypropylene (Polypropylene), the filler is made of concrete (concrete), cement (cement), mortar (rubber), rubble, earth or sand Eco-friendly slope reinforcement tether ball, characterized in that selected from the group consisting of. The method of claim 1,
The plurality of junctions,
The eco-friendly slope reinforcing tether hole according to claim 1, wherein the row spacing in the first direction is the same and the column spacing in the second direction is the same. The method of claim 3, wherein
The plurality of junctions,
Eco-friendly slope reinforcement room ball, characterized in that each of the plurality of joints included in the row adjacent to each other along the first direction are arranged in a zigzag form. The method of claim 1,
Each of the plurality of joints is an environmentally friendly slope reinforcement trough hole, characterized in that selectively or entirely cut in part. The method of claim 1,
The eco-friendly slope reinforcement tether ball,
It is connected to at least one of the one end and the other end of the first room ball along the first direction, characterized in that it further comprises at least one second room ball formed by curing the filler injected into the interior of the second fiber band Eco-friendly slope reinforcement truss. The method of claim 6,
The at least one second tether ball,
Eco-friendly slope reinforcing rim ball, characterized in that the bag type (Bag type) or mat type (Mat type) scour protection ball to prevent the scour at least one of one end and the other end of the first room. The method of claim 7, wherein
The at least one second tether ball,
Eco-friendly slope reinforcement trough hole, characterized in that the animal moving passage or the animal habitat space is provided in the second fiber band. In the environment-friendly slope reinforcement construction method for installing an environmentally friendly slope reinforcement frame (Green Net Form) on the slope to reinforce the slope,
The eco-friendly slope reinforcing rim ball includes a first rim ball installed on the slope,
The first room ball,
An upper fabric and a lower fabric made of Geosynthetics and forming a first fiber band when bonded to each other;
A plurality of joining portions disposed at predetermined intervals along a first direction in an inclined direction of the slope and a second direction perpendicular to the first direction to join the upper fabric and the lower fabric to each other;
A plurality of first pillar portions formed in an inner space between the upper fabric and the lower fabric except for the plurality of bonding parts, the fillers being hardened and extending in the first direction; And
Fillers injected from the outside into the internal space between the upper fabric and the lower fabric except for the plurality of joints is cured, the height from the slope is formed larger than the plurality of first pillars and long in the second direction It includes a plurality of second pillar portion formed,
Installing the first fiber band on the slope;
Injecting and filling a filler into the first fiber band to form the plurality of first pillar parts and the plurality of second pillar parts; And
Eco-friendly slope reinforcement construction method comprising the step of filling the earth or rubble for eating habits (植 生活 着) to all or part of the plurality of joints. In the environment-friendly slope reinforcement construction method for installing an environmentally friendly slope reinforcement frame (Green Net Form) on the slope to reinforce the slope,
The eco-friendly slope reinforcing rim hole includes a first rim ball installed on the slope and at least one second rim ball connected to at least one of the one end and the other end of the first rim in the first direction that is the inclined direction of the slope. ,
The first room ball,
An upper fabric and a lower fabric made of Geosynthetics and forming a first fiber band when bonded to each other;
A plurality of joining portions disposed at predetermined intervals along a first direction in an inclined direction of the slope and a second direction perpendicular to the first direction to join the upper fabric and the lower fabric to each other;
A plurality of first pillar portions formed in an inner space between the upper fabric and the lower fabric except for the plurality of bonding parts, the fillers being hardened and extending in the first direction; And
Fillers injected from the outside into the internal space between the upper fabric and the lower fabric except for the plurality of joints is cured, the height from the slope is formed larger than the plurality of first pillars and long in the second direction It includes a plurality of second pillar portion formed,
The at least one second tether ball,
It is a bag type or mat type scour protection hole formed by curing the filler injected into the second fiber band made of geosynthetic fiber,
Installing the first fiber band and the second fiber band on the slope;
Injecting and filling a filler into the first fiber band to form the plurality of first pillar parts and the plurality of second pillar parts, and injecting and filling a filler into the second fiber band and curing the filler; And
Eco-friendly slope reinforcement construction method comprising the step of filling the earth or rubble for eating habits (植 生活 着) to all or part of the plurality of joints.

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