KR102404601B1 - Slope reinforcement structure using artificial rock - Google Patents

Abstract

The present invention relates to a slope reinforcement structure using artificial rock, which is manufactured in the form of artificial rock with a vertical height of up to 15 m to satisfy the vertical height of a slope permitted under the "the Management of Mountainous Districts Act," thereby reinforcing the slope. The slope reinforcement structure comprises: a reinforcing foundation installed along a lower side of a slope; shotcrete installed along an upper side of the reinforcing foundation and installed to cover the slope; a fixing nail having one end installed in the shotcrete and the other end inserted into the slope to fix the shotcrete to the slope; a deformed reinforcing bar installed at a front end of the shotcrete while forming the internal skeleton of artificial rock; a molding artificial arm installed at the front end of the shotcrete in the shape of the artificial arm by using the deformed reinforcing bar as a skeleton; a planting port formed by the artificial rock to plant vegetation; and a discharge pipe installed on the slope while having a plurality of inlet holes to discharge groundwater that can be formed on the slope, and having one end installed on the shotcrete to discharge groundwater, flowing into an inner space through the inlet holes, to the outside through the shotcrete.

Description

Slope reinforcement structure using artificial rock {SLOPE REINFORCEMENT STRUCTURE USING ARTIFICIAL ROCK}

The present invention relates to a slope reinforcement structure using artificial rock, and more particularly, it is manufactured in the form of artificial rock with a vertical height of 15 m or less so as to satisfy the vertical height of the slope allowed under the "Mountain Area Management Act." It relates to a structure for reinforcing a slope using an artificial rock that is implemented so as to be able to do so.

In general, the reinforced earth retaining wall system is used for concrete retaining wall reinforcement, fill slope reinforcement, road/soft ground reinforcement, river/reservoir/slope reinforcement, etc.

That is, for the reinforcing earth retaining wall, when the processing of the rubble foundation is completed, the steps of installing the standard block, filling the backfill, and installing the grid are repeatedly performed to construct the reinforced earth retaining wall.

These reinforced earth retaining walls can be constructed regardless of the season, are easy to construct using ready-made products, have a beautiful appearance, are easy to drain, and can use on-site soil as a backfill. It has the advantage of preventing uneven settlement.

Conventional reinforcing earth retaining walls prevent overturning by using reinforcement and grids or by using dead anchors at the rear.

However, the reinforced earth retaining wall having these structural advantages, however, has the advantage of maximizing economic feasibility as there is no height restriction compared to the general reinforced concrete retaining wall, while wall displacement and wall suffocation due to compaction earth pressure during construction It is generated, cracks are generated in the block itself, and there is a problem that the wall surface is overturned by subsidence of the foundation.

On the other hand, the above-mentioned background art is technical information that the inventor possessed for the purpose of derivation of the present invention or acquired during the derivation process of the present invention, and it cannot be said that it is necessarily known technology disclosed to the general public before the filing of the present invention. .

Korean Patent Registration No. 10-0691828 Korean Patent Registration No. 10-0953216

One aspect of the present invention provides a slope reinforcement structure using artificial rock that is manufactured in the form of artificial rock with a vertical height of 15 m or less to satisfy the vertical height of the slope allowed under the "Mountain Management Act" and is implemented to reinforce the slope. do.

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

The slope reinforcement structure using artificial rock according to an embodiment of the present invention is manufactured to a vertical height that satisfies the vertical height of the slope permitted under the "Mountain Management Act", and in the slope reinforcement structure using artificial rock for reinforcing the slope , reinforcing foundation installed along the lower side of the slope; shotcrete installed along the upper side of the reinforcing foundation to cover the slope surface; a fixing nail having one end installed on the shotcrete and the other end inserted into the slope surface to fix the shotcrete to the slope surface; a deformed reinforcing bar installed at the front end of the shotcrete while forming the internal skeleton of the artificial rock; a modeling artificial rock installed at the front end of the shotcrete in the shape of the artificial rock using the deformed reinforcing bar as a skeleton; a planting port formed by the artificial artificial rock to plant plants; and a plurality of inflow holes formed on the slope to discharge groundwater that may be formed on the slope, one end installed in the shotcrete and the groundwater flowing into the internal space through the inflow hole through the shotcrete A discharge pipe for discharging to the outside; includes.

The slope reinforcement structure using artificial rock according to an embodiment of the present invention is manufactured to a vertical height that satisfies the vertical height of the slope permitted under the "Mountain Management Act", and in the slope reinforcement structure using artificial rock for reinforcing the slope , The bottom module is seated along the lower side of the slope, and the left and right widths gradually decrease toward the lower side, and at the same time, a plurality of floor seating grooves that are opened upward, forward and rearward are spaced apart from each other at regular intervals in the left and right directions; and an artificial rock part manufactured in the shape of a rock and installed on the upper side of the floor module to reinforce the slope.

In one embodiment, the artificial arm part is installed stacked above the floor module to form a wall, and a lower protrusion of a module having a shape corresponding to the shape of the floor seating groove is lower so that it can be seated and fastened to the floor seating groove. a stacking module formed in a module upper groove having a shape corresponding to the shape of the bottom seating groove on the upper part; a finishing module formed in a "+" shape and formed to correspond to the shape of the module upper groove so that the lower part can be seated and fastened to the module upper groove; a vegetation module that is seated and installed on the upper side of the finishing module, a vegetation groove for planting a plant is formed on the upper side, and a fastening groove is formed on the edge surface of one side and the other side of the rear end, respectively; a fastening module that passes through each rear end of the vegetation module, the finishing module, the lamination module, and the floor module in turn and is inserted to fasten the vegetation module, the finish module, the lamination module and the floor module to each other; a filter module installed to cover the rear end of the finishing module, the lamination module, and the floor module to filter the soil flowing in from the slope along with the groundwater; and a cover module manufactured in a rock shape and installed to cover the front end of the stacking module, the finishing module, and the vegetation module.

In one embodiment, the slope reinforcement structure using the artificial rock according to an embodiment of the present invention is formed in the form of a square ring of "ㅁ" shape and is installed in close contact with one vegetation module and the one vegetation module. It further includes; a fastening ring module for fastening each fastening groove to fasten the one vegetation module and the other vegetation module.

In one embodiment, the stacking module may include: a module body in which the module lower protrusion is formed at a lower portion and the module upper groove is formed at an upper portion; fastening protrusions respectively protruding from one side and the other side of the upper front end of the module body; a protrusion fastening groove which faces the fastening protrusion so that the fastening protrusion of another stacked module disposed on the lower side can be inserted, and is recessed on one side and the other side of the lower front end of the module body; and a protrusion support part installed on the upper side of the protrusion fastening groove to support the fastening protrusion inserted into the protrusion fastening groove.

In one embodiment, when the module lower protrusion is seated in the module upper groove of another stacked module disposed on the lower side, groundwater is discharged through a space formed between the bottom surface of the module upper groove of the other stacked module. It may be formed to protrude lower and lower than the upper and lower grooves of the module.

In one embodiment, the protrusion support, a first horizontal support formed in the form of a square plate to support the upper surface of the protrusion fastening groove; a second horizontal support formed in the form of a square plate and facing the first horizontal support to support an upper side of the fastening protrusion; a first vertical support configured to be extended or contracted in the vertical direction and installed between one side of the first horizontal support and one side of the second horizontal support to support one side of the first horizontal support; a second vertical support configured to be extended or contracted in the vertical direction and installed between the other side of the first horizontal support and the other side of the second horizontal support to support the other side of the first horizontal support; and a buffer module installed while supporting between the first vertical support and the second vertical support.

In one embodiment, the buffer module is made of two frames spaced apart in the front-rear direction while facing each other, the first support frame for supporting between the first vertical support and the second vertical support; a second support frame comprising two frames facing each other and spaced apart in the front-rear direction, the second support frame being spaced downward from the first support frame to support between the first vertical support and the second vertical support; a third support frame comprising two frames facing each other and spaced apart from each other in the front-rear direction, the third support frame being spaced downward from the second support frame to support between the first vertical support and the second vertical support; a fourth support frame comprising two frames facing each other and spaced apart from each other in the front-rear direction, the fourth support frame being spaced downward from the third support frame to support between the first vertical support and the second vertical support; a first support roller connected to the first support frame and installed to be biased toward the second vertical support rather than the first vertical support; a second support roller connected to the second support frame and installed to be biased toward the first vertical support rather than the second vertical support; a third support roller connected to the third support frame and installed to be biased toward the second vertical support rather than the first vertical support; a fourth support roller connected to the fourth support frame and installed to be biased toward the first vertical support rather than the second vertical support; a first light oil roller connected to the fourth support frame and installed to be biased toward the second vertical support rather than the first vertical support; Doedoe connected to the first support frame, a second light roller installed between the first support roller and the second vertical support; And one end is installed on the first support frame, the other end is the first support roller, the second support roller, the third support roller, the fourth support roller, the first light oil roller and the second light oil roller It may include; a buffer belt installed on the second support frame after passing through in turn.

In one embodiment, the first support frame has cube sliding grooves extending in the left and right longitudinal directions on each frame disposed at the front and rear ends so that the front and rear ends of the cube-shaped first support roller can be seated. can be

In an embodiment, a cube support spring for supporting the front and rear ends of the first support roller in the direction of the second vertical support may be installed on one side of the cube sliding groove.

In one embodiment, the first vertical support is, an upper wall supporting one side of the first horizontal support; a lower wall facing the upper wall and installed on one side of the second horizontal support, the lower wall having a wall mounting groove formed thereon for being seated in the lower portion of the upper wall; and a wall support spring installed below the wall mounting groove to support the lower side of the upper wall.

In one embodiment, the buffer belt, one end of which passes through the other side of the lower wall opposite to the second vertical support and is inserted into the wall mounting groove, and then the lower side of the upper wall is seated in the wall mounting groove. can be contracted to

In one embodiment, the lower wall forms a through hole for inserting the buffer belt on the other side opposite to the second vertical support, and a belt for passing the buffer belt in the lower direction of the upper wall A light oil roller may be connected and installed in the through hole.

In one embodiment, the upper wall, the roller arrangement groove may be formed extending in the vertical direction along the other side opposite to the through hole of the lower wall so that the roller via the belt can be arranged.

According to one aspect of the present invention described above, since it has a solid support structure, it is possible to prevent the overturning phenomenon caused by the rear earth pressure, and the drainage treatment member installed at the rear is formed by integrating the frame and the sack. A constructible effect can be provided.

The effects of the present invention are not limited to the above-mentioned effects, and various effects may be included within the range apparent to those skilled in the art from the following description.

1 is a view showing a schematic configuration of a slope reinforcement structure using an artificial rock according to an embodiment of the present invention.
2 is a cross-sectional view of the slope reinforcement structure using an artificial rock according to an embodiment of the present invention of FIG. 1 .
3 is a view showing the structure for each installation condition of the slope reinforcement structure using the artificial rock according to an embodiment of the present invention of FIG. 1 .
4 is an exemplary installation view of a slope reinforcement structure using an artificial rock according to an embodiment of the present invention of FIG. 1 .
5 is a photograph showing a construction site for each construction stage of the slope reinforcement structure using the artificial rock according to the embodiment of the present invention of FIG. 1 .
6 is a view showing a schematic configuration of a slope reinforcement structure using an artificial rock according to an embodiment of the present invention.
FIG. 7 is a view showing the artificial rock part of FIG. 6 .
8 is an exploded perspective view of the artificial rock part of FIG. 6 .
9 and 10 are views illustrating the stacking module of FIG. 7 .
11 is a view showing an embodiment of the protrusion support of FIG.
12 is a view showing the first support frame of FIG. 11 .
13 and 14 are views showing the first vertical support of FIG. 11 .

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS [0012] DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS [0010] DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS [0010] Reference is made to the accompanying drawings, which show by way of illustration specific embodiments in which the present invention may be practiced. These embodiments are described in sufficient detail to enable those skilled in the art to practice the present invention. It should be understood that the various embodiments of the present invention are different but need not be mutually exclusive. For example, certain shapes, structures, and characteristics described herein with respect to one embodiment may be implemented in other embodiments without departing from the spirit and scope of the invention. In addition, it should be understood that the location or arrangement of individual components within each disclosed embodiment may be changed without departing from the spirit and scope of the present invention. Accordingly, the detailed description set forth below is not intended to be taken in a limiting sense, and the scope of the present invention, if properly described, is limited only by the appended claims, along with all scope equivalents as those claimed. Like reference numerals in the drawings refer to the same or similar functions throughout the various aspects.

Hereinafter, preferred embodiments of the present invention will be described in more detail with reference to the drawings.

1 is a view showing a schematic configuration of a slope reinforcement structure using an artificial rock according to an embodiment of the present invention.

Referring to FIG. 2 , the slope reinforcement structure 20 using artificial rock according to an embodiment of the present invention is in the form of an artificial rock having a vertical height of 15 m or less so as to satisfy the vertical height of a slope permitted under the "Mountain Area Management Act". As a structure for reinforcing the slope surface made of 27) is included.

The reinforcing foundation 21 is provided along the lower side of the slope.

The shotcrete 22 is provided along the upper side of the reinforcing foundation 21 to cover the slope.

The fixing nail 23 has one end installed on the shotcrete 22 and the other end inserted into the inclined surface to fix the shotcrete 22 to the inclined surface.

The deformed reinforcing bar 24 is installed at the front end of the shotcrete 22 while forming the internal skeleton of the artificial rock.

The modeling artificial arm 25 is installed at the front end of the shotcrete 22 in the shape of an artificial rock using the deformed reinforcing bar 24 as a skeleton.

The planting port 26 is formed by the modeling artificial rock 25 so that the plant P can be planted.

The discharge pipe 27 is installed on the slope while forming a plurality of inflow holes 27a so as to discharge groundwater that may be formed on the slope, and one end is installed in the shotcrete 22 through the inflow hole 27a. Groundwater flowing into the inner space is discharged to the outside through the shotcrete 22 .

The installation steps of the slope reinforcement structure 20 using the artificial rock according to an embodiment of the present invention will be described with reference to FIG. 5 .

1) This is a construction method implemented to minimize damage caused by falling rocks and stones on rocky slopes and cut slopes around the road. According to the Mountain Area Management Act, a small height of 1m is placed for every 5m in height to secure the slope safety and comply with the Forestry Act. Stabilize other slopes. Unlike the method, it is a construction method that increases the stability of the landscape and slope by forming it like arboreal vegetation and natural bedrock (FIG. 5 (a)).

2) The part in the photo is pre-cleaned of the sedimentary rocks flowing from the rocky slope before stabilizing the rocky slope.

3) In order to increase the structural stability for the installation of artificial rock (Art Rock) for the stability of the inside of the slope and the external scenery and stability with the saw nail method, after a structural review, the depth of the reinforcing bar and the interval between the rebars are determined, and then drilling is performed in the place to be nailed. In the process, the current photo is under construction work. In order to protect the slope of the cut-off site, the main method used to improve the internal stability and the external landscape is the Soil Nailing + Artificial Rock method. A hole is drilled in the (Fig. 5 (c)).

4) In a place higher than 5m, drilling is performed using a crane (Fig. 5(d))

5) After drilling 2m vertically and horizontally and inserting covered rebars, grouting is performed to fix rebars (Fig. 5(e))

6) After drilling, covering reinforcing bars, and grouting, cover the nailing rebar and rebar #10 wire mesh on the female or cut soil slope to prepare to spray cement (FIG. 5 (f))

7) After installing the outer ear mesh on the surface, pour shotcrete with a thickness of about 10 cm, and spray it on the basic rocky slope or cut soil surface to prevent rockfall. (FIG. 5 (g))

8) After the shotcrete curing is completed, the A-beam is combined with the nailing rebar at each 5m small (50*50*t6) end for the artificial rock installation to make a basic skeleton. ((h) in Fig. 5)

9) Install scaffolding for safety of work (FIG. 5 (i))

10) Use 10mm deformed reinforcing bars to make an artificial rock sculpture skeleton, attach a mesh net between reinforcing bars and reinforcing bars to make an artificial rock cage, and make sure that concrete adheres well when concrete is sprayed later. fabricated. (FIG. 5 (j))

11) To make a 5m high, 1m wide bench, it is fixed at the 5m part using the existing A-beam structure and cage. (FIG. 5 (k))

12) Lass mesh is installed in the artificial rock cage at the small end of 5m high and 1m wide to match the existing bedrock. (FIG. 5(l))

13) Set up equipment and materials before spraying. ((m) in FIG. 5)

14) Perform a 10cm concrete spraying operation on the artificial rock cage. ((n) in FIG. 5)

15) After completion of spraying on the cage, which is the basic skeleton of the artificial rock, the engraver molds it into an artificial rock shape, and performs iron brush work for texture expression, small knots on the rock surface, and cracks. ((o in Fig. 5) )))

16) Sculpture work for natural rock expression is performed on the slope, not the small end (Fig. 5 (p)).

17) After completing the engraving, the background painting (primer + white (painting paper)) is performed before the main painting. ((q) in FIG. 5)

18) Complete the fryer diagram on the artificial rock background for special painting. ((r) in FIG. 5)

19) Paint for dark colors. (Use more than 10 colors) (Fig. 5(s))

20) Appearance after completion of painting (a 1m small end is formed for every 5m in height) (Fig. 5(t))

6 is a view showing a schematic configuration of a slope reinforcement structure using an artificial rock according to an embodiment of the present invention.

Referring to FIG. 6 , the slope reinforcement structure 10 using artificial rock according to an embodiment of the present invention is in the form of an artificial rock having a vertical height of 15 m or less so as to satisfy the vertical height of the slope allowed under the "Mountain Area Management Act". As a structure for reinforcing the slope surface made of, it includes a floor module 100 , and an artificial rock unit 1000 .

The floor module 100 is seated along the lower side of the slope, and the left and right widths gradually decrease toward the lower side, and at the same time, a plurality of floor seating grooves 110 open to the upper side, front and rear are formed at regular intervals in the left and right directions ( That is, it is formed to be spaced apart (with a width corresponding to the left and right widths of the stacking module 200), and the stacked modules 200 are stacked along the upper side in the upper and left and right directions to reinforce the slope. It becomes the basis for the formation of the wall by

The artificial rock unit 1000 is manufactured in a rock shape and installed on the upper side of the floor module 100 to reinforce the slope.

In an embodiment, the artificial rock unit 1000 may include a stacking module 200 , a finishing module 300 , a vegetation module 400 , a fastening module 500 , a manure module 600 and a cover module 900 . can

The stacking module 200 is installed stacked on the upper side of the floor module 100 and in the left and right directions to form a wall, and corresponds to the shape of the floor seating groove 110 so that it can be seated and fastened to the floor seating groove 110 . A shape corresponding to the shape of the bottom seating groove 110 in the upper part so that the module lower protrusion 211 of the shape is formed in the lower part, and the module lower protrusion 211 of the other stacking module 200 seated on the upper side can be seated. of the module upper groove 212 is formed.

In one embodiment, the stacking module 200 has an appropriate number (eg, so that the vertical height is 5 to 12 m, etc.) in the vertical direction so that the present invention can satisfy the vertical height of 15 m or less under the Mountain District Management Act. will have to be stacked.

The finishing module 300 is formed in a “+” shape, and is formed to correspond to the shape of the module upper groove 212 so that the lower portion 320 of the module body 310 can be seated and fastened to the module upper groove 212 . and the upper portion 330 is formed to correspond to the shape of the lower groove 430 formed in the lower portion of the vegetation module 400 .

Here, the lower part 320 and the upper part 330 of the finishing module 300 are formed to correspond to the shape of the lower protrusion 211 , and the lower groove 430 formed in the lower part of the vegetation module 400 is the module upper groove. (212) and may be formed in a vertically symmetrical structure.

The vegetation module 400 is seated and installed on the upper side of the finishing module 300, a vegetation groove 410 for planting plants is formed thereon, and a fastening ring module 700 on the edge surface of one side and the other side of the rear end. Each fastening groove 420 for fastening to is formed.

The fastening module 500 is formed in the form of a bolt extending in the vertical direction so as to be sufficient to penetrate all of the vegetation module 400, the finishing module 300, the lamination module 200 and the floor module 100, The vegetation module 400, the finishing module 300, the stacking module 200, and the floor module 100 are sequentially penetrated and inserted into the vegetation module 400, the finishing module 300, the stacking module 200 and The floor modules 100 are fastened to each other.

In one embodiment, the vegetation module 400, the finishing module 300, the lamination module 200, and the floor module 100 are all formed with a rear end through-hole (H) for the fastening module 500 to pass through, respectively. can

The manure module 600 is formed in a mesh-like mesh, and is installed to cover the rear ends of the finishing module 300 , the lamination module 200 and the floor module 100 facing the slope, and the soil flowing in from the slope along with the groundwater to filter

The cover module 900 is manufactured in a rock shape and installed to cover the front ends of the lamination module 200 , the finishing module 300 , and the vegetation module 400 to form an outer shape of a rhododendron.

In one embodiment, the cover module 900 may include a metal mesh 910 , an inner reinforcing layer 920 and an outer surface layer 930 .

The metal lath network 910 is bent into the shape of the artificial rock so as to form the basic shape of the artificial rock, and is installed at the front end of the stacking module 200 , the finishing module 300 and the vegetation module 400 . do.

At this time, the space between the metal mesh 910 and the lamination module 200 , the finishing module 300 and the vegetation module 400 is filled with a concrete composition, etc., so that the gap should be filled.

The inner reinforcing layer 920 is installed to have a predetermined thickness to form a rock shape on the outside of the metal lath network 910 to structurally reinforce the strength of the rock layer.

The outer surface layer 930 is installed to have a predetermined thickness on the outside of the inner reinforcing layer 920, and the outer surface is processed into a natural stone shape to form the outer shape of the rock.

The outer surface layer 930 is formed by mixing a polymer and an admixture with cement, fine aggregate, and water, and adding 3 to 5% of alkali-resistant glass fiber to glass fiber reinforced concrete (GRC) from the outside of the inner reinforcing layer 132 . After secondary spraying so as to have a predetermined thickness, it is hardened to form the outer shape of the bedrock.

Glass fiber reinforced concrete (GRC) for forming the outer surface layer 930 as described above, also called GFRC, is a composite material in which strength is increased by mixing glass fibers with cement mortar or concrete, and the glass fiber reinforced concrete The outer surface layer 930 formed of concrete is light and high in strength, has excellent texture and color, and has excellent advantages in color resistance and corrosion resistance.

In addition, an oxidized paint having a color similar to a natural color may be applied to the surface of the outer surface layer 930 to express a rock texture.

The slope reinforcement structure 10 using an artificial rock having the configuration as described above may further include a fastening ring module 700 .

Fastening ring module 700, each fastening groove 420 of the other vegetation module 400 which is formed in the form of a square ring of "ㅁ" shape and is installed in close contact with the one vegetation module 400 and the one vegetation module 400. By fastening the one vegetation module 400 and the other vegetation module 400 .

According to the Enforcement Regulations of the Mountain Area Management Act [Annex 1-3], in the case of installing a facility to prevent landslides or falling rocks, it is stipulated that “The vertical height of the slope should be reflected in the business plan so that it is 15m or less.” .

Accordingly, the slope reinforcement structure 10 using artificial rock according to an embodiment of the present invention having the configuration as described above corresponds to the vertical height of the slope in order to comply with the height prescribed in the Mountain Management Act, the vertical height is 15 m or less. As a structure made of , it has a solid support structure, so it is possible to prevent the overturning phenomenon caused by the rear earth pressure, and the drainage treatment member installed at the rear is formed by integrating the frame with the sack, so that simple construction is possible. can do.

9 and 10 are views illustrating the stacking module of FIG. 7 .

9 and 10 , the stacking module 200 includes a module body 210 , a fastening protrusion 220 , a protrusion fastening groove 230 , and a protrusion support part 240 .

The module body 210 is made of a material such as concrete, a lower module protrusion 211 is formed at the lower portion, a module upper groove 212 is formed at the upper portion, and a fastening protrusion ( 220 is formed to protrude, and the protrusion fastening groove 230 is formed on one side and the other side of the lower front end opposite to the fastening protrusion 220 .

The fastening protrusions 220 are respectively protruded from one side and the other side of the upper end of the front end of the module body 210, and are inserted into the protrusion fastening grooves 230 formed in the other stacked modules 200 seated on the upper side. The installed module body 210 and other stacked modules 200 prevent separation.

The protrusion fastening groove 230 is opposite to the fastening protrusion 220 so that the fastening protrusion 220 of another stacking module 200 disposed on the lower side can be inserted, and one side and the other side of the lower front end of the module body 210 . A depression is formed in

The protrusion support part 240 is installed on the upper side of the protrusion fastening groove 230 and supports the fastening protrusion 220 inserted into the protrusion fastening groove 230 using an elastic force, so that the two stacking modules 200 are stacked in the vertical direction. ) to prevent the stacking module 200 from being damaged or the wall formed by the stacking module 200 from being conducted by buffering vibrations or shocks generated between them.

At this time, the protrusion support 240 is installed to be spaced upward from the upper side of the module body 210 by the fastening protrusion 220 , so that it can be prevented from being corroded by groundwater flowing through the module body 210 . have.

In one embodiment, the module lower protrusion 211 includes the bottom surface of the module upper groove 212 of the other stacking module 200 when seated in the module upper groove 212 of the other stacking module 200 disposed on the lower side. The upper and lower heights of the module upper groove 212 may protrude lower than that of the module upper groove 212 so that the groundwater can be discharged through the space S formed between the .

The stacking module 200 having the above-described configuration may be stacked vertically and horizontally to form a wall for reinforcing a slope, and the wall may be damaged or conducted even by vibration or impact that may occur in the wall. It is possible to implement a reinforcing structure with improved durability of the wall by preventing it from being damaged.

11 is a view showing an embodiment of the protrusion support of FIG. 3 .

11 , the protrusion support 800 according to an embodiment includes a first horizontal support 810 , a second horizontal support 820 , a first vertical support 830 , a second vertical support 840 and Includes a buffer module (850).

The first horizontal support 810 is formed in a square plate shape to correspond to the shape of the second horizontal support 820 , and one side and the other side are supported by the first vertical support 830 and the second vertical support 840 . to support the upper surface of the protrusion fastening groove 230 .

The second horizontal support 820 is formed in a square plate shape to correspond to the shape of the first horizontal support 810 and supports the upper side of the fastening protrusion 220 while facing the first horizontal support 810, and the upper one side And the first vertical support 830 and the second vertical support 840 are installed upright on the other side of the upper side.

The first vertical support 830 is made to be extended or contracted in the vertical direction, and one side of the first horizontal support 810 and one side of the second horizontal support 820 are opposed to the second vertical support 840 . It is installed between the supports to support one side of the first horizontal support 810 , and buffers vibrations or shocks transmitted from the module body 210 while extending or contracting in the vertical direction.

The second vertical support 840 is made to be extended or contracted in the vertical direction, and while facing the first vertical support 830 , the other side of the first horizontal support 810 and the other side of the second horizontal support 820 . It is installed in between to support the other side of the first horizontal support 810 and to buffer vibration or shock transmitted from the module body 210 while extending or contracting in the vertical direction.

The buffer module 850 is installed while supporting between the first vertical support 830 and the second vertical support 840 to buffer vibration or shock transmitted from the module body 210 .

In one embodiment, the buffer module 850 includes a first support frame 8501 , a second support frame 8502 , a third support frame 8503 , a fourth support frame 8504 , and a first support roller 8505 . ), a second support roller 8506 , a third support roller 8507 , a fourth support roller 8508 , a first light oil roller 8509 , a second light oil roller 8510 and a buffer belt 8511 . can

The first support frame 8501 is made of two frames 8501a and 8501b that are spaced apart from each other while facing each other, and supports between the first vertical support 830 and the second vertical support 840, The first support roller 8505 and the second light roller 8510 are rotatably connected and installed.

The second support frame 8502 is made of two frames (not shown in the drawings for convenience of explanation) that are spaced apart from each other while facing each other, and are installed to be spaced apart from the first support frame 8501 to the lower side. It supports between the vertical support 830 and the second vertical support 840, and the second support roller 8506 is rotatably connected and installed.

The third support frame 8503 is made of two frames (not shown in the drawings for convenience of explanation) that are spaced apart from each other while facing each other, and are installed to be spaced apart from the second support frame 8502 to the lower side. It supports between the vertical support 830 and the second vertical support 840, and the third support roller 8507 is rotatably connected and installed.

The fourth support frame 8504 is made of two frames (not shown in the drawings for convenience of explanation) that are opposed to each other and are spaced apart in the front-rear direction, and are installed to be spaced apart from the third support frame 8503 to the lower side. It supports between the vertical support 830 and the second vertical support 840, and the fourth support roller 8508 and the first oil roller 8509 are rotatably connected and installed.

The first support roller 8505 is installed to be connected to the first support frame 8501, and is installed to be biased toward the second vertical support 840 rather than the first vertical support 830 to change the movement direction of the buffer belt 8511 The direction is changed to the second support roller 8506 .

The second support roller 8506 is installed to be connected to the second support frame 8502, and is installed to be biased toward the first vertical support 830 rather than the second vertical support 840 to change the direction of movement of the buffer belt 8511 Change in the direction of the third support roller 8507 .

The third support roller 8507 is installed to be connected to the third support frame 8503, and is installed to be biased toward the second vertical support 840 rather than the first vertical support 830 to change the movement direction of the buffer belt 8511 The direction is changed to the fourth support roller 8508 .

The fourth support roller 8508 is installed to be connected to the fourth support frame 8504, and installed to be biased toward the first vertical support 830 rather than the second vertical support 840 to change the direction of movement of the buffer belt 8511 It is changed in the direction of the 1st light oil roller 8509.

The first light roller 8509 is installed to be connected to the fourth support frame 8504, and is installed to be biased toward the second vertical support 840 rather than the first vertical support 830 to change the direction of movement of the buffer belt 8511 It is changed in the direction of the second light oil roller 8510.

The second gas roller 8510 is connected to the first support frame 8501 and is installed between the first support roller 8505 and the second vertical support 840 via the first gas roller 8509 and It transfers the buffer belt 8511 to be delivered to the second vertical support (840).

The buffer belt 8511 has one end attached to the first support frame 8501, and the other end has a first support roller 8505, a second support roller 8506, a third support roller 8507, and a fourth support roller. (8508), the first light oil roller 8509, and the second light oil roller 8510 are installed in the second support frame 8502 after passing through sequentially while moving in a zigzag form.

Here, the buffer belt 8511 has one end and the other end in the direction of the first support frame 8501 and the second support frame 8502 as the lengths of the first support frame 8501 and the second support frame 8502 contract. Buffer structures (that is, cube sliding grooves (ie, cube sliding grooves) 8501c) and the cube support spring 8501d, etc.) may buffer vibration or shock transmitted through the first horizontal support 810 .

In one embodiment, the first support frame 8501 is disposed at the front and rear ends so that the front and rear ends 8505a of the cube-shaped first support roller 8505 can be seated on each frame 8501a, 8501b. Cube sliding grooves 8501c extending in the left and right longitudinal directions may be formed.

In one embodiment, in the cube sliding groove 8501c, a cube support spring 8501d for supporting the front and rear ends 8505a of the first support roller 8505 in the second vertical support 840 direction is installed on one side. can be

Here, the cube sliding groove (8501c) and the cube support spring (8501d) are the first and second ends of the second support roller (8506), the third support roller (8507), and the fourth support roller (8508) connected to each other. As a structure that is equally applied to the second support frame 8502 , the third support frame 8503 , and the fourth support frame 8504 , descriptions thereof will be omitted to avoid duplication of description.

The protrusion support part 800 according to an embodiment having the configuration as described above includes a first support roller 8505 , a second support roller 8506 , a third support roller 8507 , and a fourth support roller 8508 ). The tension formed in the buffer belt 8511 seated via By attenuating the buffer structure (ie, the cube sliding groove 8501c and the cube support spring 8501d), vibration or shock transmitted through the first horizontal support 810 can be effectively buffered.

The protrusion support part 800 according to an embodiment having the configuration as described above buffers the vibration or shock generated between the two stacked modules 200 stacked in the vertical direction so that the stacking module 200 is damaged or It is possible to prevent the wall formed by the stacking module 200 from being overturned.

13 and 14 are views showing the first vertical support of FIG. 11 .

13 and 14 , the first vertical support 830 includes an upper wall 831 , a lower wall 832 , and a wall support spring 833 .

Here, the second vertical support 840 has an upper wall 831, a lower wall 832, and a wall support spring 833 of the first vertical support 830 as a symmetrical structure with a first vertical support 830 to be described later. Configurations such as may be equally applied, and the description thereof will be omitted in order to avoid duplication of description.

The upper wall 831 supports one side of the first horizontal support 810, is inserted into the wall mounting groove 832a, is supported by the wall support spring 833, and one end of the buffer belt 8511 on the lower side is is concluded

The lower wall 832 is installed on one side of the second horizontal support 820 while facing the upper wall 831 , and a wall mounting groove 832a for seating the lower portion of the upper wall 831 is formed thereon.

In one embodiment, the buffer belt 8511 has one end passing through the other side of the lower wall 832 opposite to the second vertical support 840 and is inserted into the wall mounting groove 832a and then the wall mounting groove 832a. ) may be fastened to the lower side of the upper wall 831 that is seated.

In one embodiment, the lower wall 832 forms a through hole 832b for inserting the buffer belt 8511 on the other side opposite to the second vertical support 840, and attaches the buffer belt 8511 to the upper portion. A belt passing roller 832c for passing in the lower direction of the wall 831 may be installed connected to the through hole 832b.

In one embodiment, the upper wall 831 is a roller arrangement groove 831a in the vertical direction along the other side opposite to the through hole 832b of the lower wall 832 so that the roller 832b via the belt can be disposed. This extension can be formed.

The wall support spring 833 is installed at the lower side of the wall mounting groove 832a to support the lower side of the upper wall 831 while buffering the vibration or shock transmitted through the upper wall 831 .

The above-described embodiments are for illustration, and those of ordinary skill in the art to which the above-described embodiments pertain can easily transform into other specific forms without changing the technical idea or essential features of the above-described embodiments. You will understand. Therefore, it should be understood that the above-described embodiments are illustrative in all respects and not restrictive. For example, each component described as a single type may be implemented in a dispersed form, and likewise components described as distributed may also be implemented in a combined form.

The scope to be protected through this specification is indicated by the claims described below rather than the above detailed description, and should be construed to include all changes or modifications derived from the meaning and scope of the claims and their equivalents. .

10, 20: Slope reinforcement structure using artificial rock
21: reinforcement base
22: shotcrete
23: fixed nail
24: deformed reinforcing bar
25: molding artificial rock
26: planting pot
27: exhaust pipe
100: floor module
200: stacked module
300: finishing module
400: vegetation module
500: fastening module
600: manure module
700: fastening ring module
800: protrusion support
900: cover module
1000: artificial rock

Claims (8)

delete In the slope reinforcement structure using artificial rock to reinforce the slope by being manufactured to a vertical height that satisfies the vertical height of the slope allowed under the "Mountain Management Act",
a floor module that is seated along the lower side of the slope, and has a plurality of floor seating grooves that are opened at the same time as the left and right widths gradually decrease toward the lower side, and are formed to be opened at the upper side, the front and the rear, and are spaced apart from each other at regular intervals in the left and right directions; and
An artificial rock part manufactured in the shape of a rock and installed on the upper side of the floor module to reinforce the slope.
The artificial rock unit,
The floor module is stacked on top of the module to form a wall, and a module lower protrusion having a shape corresponding to the shape of the floor seating groove is formed in the lower portion so that it can be seated and fastened to the floor seating groove, and the floor seating groove is formed in the upper part. a stacking module in which a module upper groove having a shape corresponding to the shape of the module is formed;
a finishing module formed in a "+" shape and formed to correspond to the shape of the module upper groove so that the lower part can be seated and fastened to the module upper groove;
a vegetation module that is seated and installed on the upper side of the finishing module, a vegetation groove for planting a plant is formed thereon, and a fastening groove is formed on the edge surface of one side and the other side of the rear end, respectively;
a fastening module that passes through each rear end of the vegetation module, the finishing module, the lamination module, and the floor module in turn and is inserted to fasten the vegetation module, the finish module, the lamination module and the floor module to each other;
a filter module installed to cover the rear end of the finishing module, the lamination module, and the floor module to filter the soil flowing in from the slope along with the groundwater; and
A cover module manufactured in the shape of a rock and installed to cover the front end of the lamination module, the finishing module, and the vegetation module;
A fastening ring module formed in the shape of a square ring of "ㅁ" shape and fastening each fastening groove of one vegetation module and another vegetation module installed in close contact with the one vegetation module to fasten the one vegetation module and the other vegetation module; further comprising,
The stacking module is
a module body in which the module lower protrusion is formed in a lower portion and the module upper groove is formed in an upper portion;
fastening protrusions respectively protruding from one side and the other side of the upper front end of the module body;
a protrusion fastening groove which faces the fastening protrusion so that the fastening protrusion of another stacked module disposed on the lower side can be inserted and is recessed on one side and the other side of the lower front end of the module body; and
It includes; a protrusion support part installed on the upper side of the protrusion fastening groove to support the fastening protrusion inserted into the protrusion fastening groove;
The module lower projection,
When seated in the module upper groove of another stacking module disposed on the lower side, the upper and lower heights are lower than the upper and lower grooves of the module so that groundwater can be discharged through a space formed between the bottom surface of the upper groove of the module of the other stacked module. protrusion is formed,
The protrusion support portion,
a first horizontal support formed in the form of a square plate to support an upper surface of the protrusion fastening groove;
a second horizontal support formed in the form of a square plate to support an upper side of the fastening protrusion while facing the first horizontal support;
a first vertical support configured to be extended or contracted in the vertical direction and installed between one side of the first horizontal support and one side of the second horizontal support to support one side of the first horizontal support;
a second vertical support configured to be extended or contracted in the vertical direction and installed between the other side of the first horizontal support and the other side of the second horizontal support to support the other side of the first horizontal support; and
A buffer module installed while supporting between the first vertical support and the second vertical support; including, a slope reinforcement structure using an artificial rock.
delete delete According to claim 2, The buffer module,
a first support frame comprising two frames facing each other and spaced apart from each other in the front-rear direction, the first support frame supporting between the first vertical support and the second vertical support;
a second support frame comprising two frames facing each other and spaced apart in the front-rear direction, the second support frame being spaced downward from the first support frame to support between the first vertical support and the second vertical support;
a third support frame comprising two frames facing each other and spaced apart from each other in the front-rear direction, the third support frame being spaced downward from the second support frame to support between the first vertical support and the second vertical support;
a fourth support frame comprising two frames facing each other and spaced apart from each other in the front-rear direction, the fourth support frame being spaced downward from the third support frame to support between the first vertical support and the second vertical support;
a first support roller connected to the first support frame and installed to be biased toward the second vertical support rather than the first vertical support;
a second support roller connected to the second support frame and installed to be biased toward the first vertical support rather than the second vertical support;
a third support roller connected to the third support frame and installed to be biased toward the second vertical support rather than the first vertical support;
a fourth support roller connected to the fourth support frame and installed to be biased toward the first vertical support rather than the second vertical support;
a first light oil roller connected to the fourth support frame and installed to be biased toward the second vertical support rather than the first vertical support;
Doedoe connected to the first support frame, a second light roller installed between the first support roller and the second vertical support; and
One end is installed in the first support frame, and the other end is the first support roller, the second support roller, the third support roller, the fourth support roller, the first gas oil roller, and the second gas oil roller sequentially. After passing through, a buffer belt installed on the second support frame; including, a slope reinforcement structure using an artificial rock.
The method of claim 5, wherein the first support frame,
Slope reinforcement structure using artificial rock, in which cube sliding grooves extending in the left and right longitudinal directions are formed in each frame disposed at the front and rear ends so that the front and rear ends of the cube-shaped first support roller can be seated.
According to claim 6, The cube sliding groove,
A cube support spring for supporting the front and rear ends of the first support roller in the direction of the second vertical support is installed on one side, a slope reinforcement structure using an artificial rock.
According to claim 7, wherein the first vertical support,
an upper wall supporting one side of the first horizontal support;
a lower wall facing the upper wall and installed on one side of the second horizontal support, the lower wall having a wall mounting groove formed thereon for being seated in the lower portion of the upper wall; and
A wall support spring installed at the lower side of the wall seating groove to support the lower side of the upper wall; including, a slope reinforcement structure using an artificial rock.

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