KR20130108845A - Slope stabilization structures anchor system and its construction method - Google Patents

Slope stabilization structures anchor system and its construction method Download PDF

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Publication number
KR20130108845A
KR20130108845A KR1020120030629A KR20120030629A KR20130108845A KR 20130108845 A KR20130108845 A KR 20130108845A KR 1020120030629 A KR1020120030629 A KR 1020120030629A KR 20120030629 A KR20120030629 A KR 20120030629A KR 20130108845 A KR20130108845 A KR 20130108845A
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KR
South Korea
Prior art keywords
reinforced plastic
fiber
slope
anchor system
fiber reinforced
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Application number
KR1020120030629A
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Korean (ko)
Inventor
지효선
Original Assignee
근영실업 주식회사
지효선
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Priority to KR1020120030629A priority Critical patent/KR20130108845A/en
Publication of KR20130108845A publication Critical patent/KR20130108845A/en

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    • A—HUMAN NECESSITIES
    • A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
    • A01G9/033—Flat containers for turf, lawn or the like, e.g. for covering roofs
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D17/00—Excavations; Bordering of excavations; Making embankments
    • E02D17/20—Securing of slopes or inclines
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0051—Including fibers
    • E02D2300/0054—Including fibers made from plastic
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/0051—Including fibers
    • E02D2300/0068—Including fibers made from carbon
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00—Materials
    • E02D2300/007—Resins including glasfibers
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/30—Miscellaneous comprising anchoring details
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00—Miscellaneous
    • E02D2600/40—Miscellaneous comprising stabilising elements

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Environmental Sciences (AREA)
  • Piles And Underground Anchors (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The present invention is to reduce the weight of the structure, the slope stabilizing structure to reinforce the cut slope by using an anchor system consisting of a fiber-reinforced plastic grid panel and a fiber-reinforced plastic reinforcement having a fixing plate to ensure sufficient drawing force Its purpose is to provide an anchor system and its construction method.
Slope stabilizing structure anchor system according to the present invention for achieving the above object is made of a predetermined shape, the fiber-reinforced plastic panel formed with a grid-like through hole therein; A fiber reinforced plastic reinforcement material inserted into a through hole of the fiber reinforced plastic panel and having a tip fixing plate installed in a conical shape at a lower end thereof, and having a reinforcing bar coupled to an upper end of the tip fixing plate; Characterized in that it consists of a wedge fixed to the outer side of the fiber reinforced plastic reinforcement protruding through the through-holes of the fiber reinforced plastic panel.
In addition, the slope stabilization structure anchor system construction method according to the present invention for achieving the above object comprises the steps of cleaning the surface of the cut slope (S1); Displaying an installation position of a slope stabilizing structure anchor system on the slope (S2); Forming a drilling hole by drilling a predetermined diameter and depth at an installation position of the slope stabilizing structure anchor system; Inserting a fiber-reinforced plastic reinforcement into the drilling hole (S4); Injecting cement milk into the drilling hole between the drilling hole and the fiber reinforced plastic reinforcement (S5); Disposing a fiber reinforced plastic panel on the fiber reinforced plastic reinforcement (S6); Placing and curing cement mortar between the rear surface and the surface of the slope of the fiber reinforced plastic panel to clean up the surface (S7); Installing a fixing plate on the fiber reinforced plastic reinforcement protruding onto the fiber reinforced plastic panel (S8); Inserting a wedge outside the fiber-reinforced plastic reinforcement on the fixing plate, and tensioning and fixing the wedge (S9); After constructing the slope stabilization structure anchor system by cutting a predetermined length of the upper end of the fiber reinforced plastic reinforcement, sprinkling vegetation soil at a predetermined position of the slope stabilization structure anchor system is made of the recording of the slope (S10) It is characterized by.

Description

Slope stabilization structures anchor system and its construction method

The present invention relates to a slope stabilizing structure anchor system and a construction method thereof, and in particular, a fiber-reinforced plastic consisting of a lattice-fiber reinforced plastic panel having excellent structural characteristics, such as light weight, corrosion resistance, high strength and fatigue resistance, a tip fixing plate and a reinforcing bar. The present invention relates to a method of reinforcing the ground by installing a slope stabilizing structure anchor system composed of reinforcement on a cut slope.

In general, large-scale incisions occur during the construction of roads, railways, and industrial complexes.

If the incision is left as it is, it may cause collapse of large-scale slopes, and most of the cut slopes reinforce the incision ground by using a heavy-weight concrete pressure plate and anchors and soil nailing using reinforcement materials.

Ground reinforcement method as described above is to secure the structure by anchoring and prestress between the temporary structure and the ground to resist the external load acting on the temporary civil structure when the slope is reinforced It also ensures the safety of civil engineering structures.

Due to the heavy weight of concrete due to the use of concrete materials, the construction method is difficult due to the mobilization of heavy equipment for various constructions, and it is damaging to the landscape because it does not match with the surrounding green environment. It is absolutely necessary.

In addition, since reinforcing bars are used as the main reinforcing material, such reinforcing bars are exposed to ground for a long time by groundwater, and the situation of soil environmental pollution due to reinforcing bars is pointed out.

Accordingly, the present invention has been made to solve the problems described above, the fiber-reinforced plastic reinforcement having a fiber-reinforced plastic lattice-shaped panel and a fixing plate to reduce the weight of the structure, and to ensure sufficient drawing force It is an object of the present invention to provide a slope stabilizing structure anchor system and a construction method for reinforcing the cut slope using the anchor system consisting of.

Slope stabilizing structure anchor system according to the present invention for achieving the above object is made of a predetermined shape, the fiber-reinforced plastic panel formed with a grid-like through hole therein; A fiber reinforced plastic reinforcement material inserted into a through hole of the fiber reinforced plastic panel and having a tip fixing plate installed in a conical shape at a lower end thereof, and having a reinforcing bar coupled to an upper end of the tip fixing plate; Characterized in that it consists of a wedge fixed to the outer side of the fiber reinforced plastic reinforcement protruding through the through-holes of the fiber reinforced plastic panel.

In addition, the slope stabilization structure anchor system construction method according to the present invention for achieving the above object comprises the steps of cleaning the surface of the cut slope (S1); Displaying an installation position of a slope stabilizing structure anchor system on the slope (S2); Forming a drilling hole by drilling a predetermined diameter and depth at an installation position of the slope stabilizing structure anchor system; Inserting a fiber-reinforced plastic reinforcement into the drilling hole (S4); Injecting cement milk into the drilling hole between the drilling hole and the fiber reinforced plastic reinforcement (S5); Disposing a fiber reinforced plastic panel on the fiber reinforced plastic reinforcement (S6); Placing and curing cement mortar between the rear surface and the surface of the slope of the fiber reinforced plastic panel to clean up the surface (S7); Installing a fixing plate on the fiber reinforced plastic reinforcement protruding onto the fiber reinforced plastic panel (S8); Inserting a wedge outside the fiber-reinforced plastic reinforcement on the fixing plate, and tensioning and fixing the wedge (S9); After cutting the predetermined length of the upper end of the fiber-reinforced plastic reinforcement to construct the slope stabilization structure anchor system, and sprinkling vegetation soil at a predetermined position of the slope stabilization structure anchor system to record the slope (S10) It is characterized by.

As described above, the slope stabilizing structure anchor system and construction method thereof according to the present invention has the following effects.

First, the slope stabilizing structure anchor system according to the present invention is a fiber reinforced plastic panel to resist the external load acting on the fiber reinforced plastic panel having a grid-shaped fiber reinforced plastic panel and the tip fixing plate and the fiber reinforced plastic panel when the slope is reinforced By fixing the wedge and applying prestress between the ground and the ground, the stability of the structure can be achieved, and there is an advantage that the safety of the civil structure can be secured.

Second, the slope stabilizing structure anchor system according to the present invention is excellent in light weight, corrosion resistance, high strength and fatigue resistance, it is possible to secure the pull-out resistance safely enough to draw load, high corrosion resistance and very advantageous mechanical properties As well as being resistant to corrosion, there is an advantage of excellent environmental resistance.

Third, the slope stabilization structure anchor system construction method according to the present invention by using a fiber reinforced plastic reinforcement having a grid-shaped fiber-reinforced plastic panel and the tip fixing plate to be installed on the cut slope, instead of the conventional reinforcement reinforcement to the tip fixing plate By grouting with a fiber-reinforced plastic reinforcing material having the advantage of adding the function of the pressure-sensitive body, there is an advantage of resisting the tensile force by the pressure.

Fourth, the slope stabilization structure anchor system construction method according to the present invention prevents the corrosion of the conventional steel anchor body, it is very easy to work due to the light weight of itself is applied to the area with a lot of groundwater while ensuring maximum pull resistance compared to other methods There is an advantage to this.

1 is a perspective view showing a slope stabilizing structure anchor system according to the present invention,
Figure 2 is an exploded perspective view showing the slope stabilization structure anchor system according to the present invention,
Figure 3a to 3j is a process diagram showing the construction sequence of the slope stabilization structure anchor system according to the present invention.

Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

1 is a perspective view showing a slope stabilizing structure anchor system according to the present invention, Figure 2 is an exploded perspective view showing a slope stabilizing structure anchor system according to the present invention.

As shown in these figures, the slope stabilizing structure anchor system (A) according to the present invention is made of a predetermined shape, the fiber-reinforced plastic panel 100 formed with a grid-like through hole 110 therein; Inserted into the through-hole 110 of the fiber-reinforced plastic panel 100, the tip fixing plate 210 is installed in the lower end in a conical shape, the reinforcing bar 220 is coupled to the top of the tip fixing plate 210 Made of fiber reinforced plastic reinforcement 200; It consists of a wedge 300 is fixed to the outer side of the fiber-reinforced plastic reinforcement 200 protruding through the through-hole 110 of the fiber-reinforced plastic panel 100.

That is, the slope stabilizing structure anchor system (A) according to the present invention is a structure consisting of the organically bonded fiber-reinforced plastic panel 100, the fiber-reinforced plastic reinforcement 200 and the wedge 300.

Here, the fiber reinforced plastic panel 100 is a structure of a grid (grid) made of a fiber reinforced plastic material.

In particular, the fiber-reinforced plastic panel 100 is structurally mechanically excellent in light weight, corrosion resistance, high strength and fatigue resistance, it is possible to secure the pull-out resistance sufficiently safe even to the pull load, high corrosion resistance and mechanically very advantageous In addition to its characteristics, it is also resistant to corrosion and has excellent environmental resistance. Furthermore, its weight can be reduced to 1/5 of the weight of concrete.

In addition, the fiber-reinforced plastic reinforcement 200 is composed of the tip fixing plate 210 and the reinforcing bar 220.

The tip fixing plate 210 of the fiber-reinforced plastic reinforcement 200 has a lower end portion formed in a cone shape, that is, an arrowhead shape, so that it is easy to be inserted into the slope S, and the drawing is difficult.

In addition, the reinforcing bar 220 is fixed to the top of the tip fixing plate 210 is composed of an annular hollow or round bar.

In particular, the reinforcing bar 220 is 50 to 70% by weight of a fiber made of any one of a glass fiber, carbon fiber, hybrid fiber mixed with the glass fiber and carbon fiber; It consists of 30-50 weight% of resin which consists of any of epoxy, polyester, and vinyl ester, and it turns out that manufacture by diameter is possible by the drawing method.

In addition, the reinforcing bar 220, as needed, it is clear that the silica sand (epoxy) may be applied to the surface to improve the adhesion with the cement milk (M) of the ground.

In addition, in the present invention described above, the fiber-reinforced plastic reinforcing material 200 is divided into the tip fixing plate 210 and the reinforcing bar 220, but it turns out that it may be used integrally manufactured as needed.

On the other hand, the wedge 300 is a kind of hollow pipe, the outer surface is formed in a tapered shape.

When the fiber-reinforced plastic reinforcement 200 is buried in the ground, in order to apply a pull force from the ground, install the fixing plate 400 on the outside of the fiber-reinforced plastic reinforcement 200, anchoring the fixing plate 400 In order to be able to constrain the fiber-reinforced plastic reinforcement 200 by using a wedge 300 of the wedge type reinforcement.

A rectangular fixing plate 400 is installed between the fiber reinforced plastic reinforcement 200 and the wedge 300.

The slope stabilization structure anchor system (A) according to the present invention having the configuration as described above is a fiber-reinforced plastic reinforcement (200) having a lattice-shaped fiber-reinforced plastic panel 100, the tip fixing plate 210 and the reinforcing bar 220 ) And the wedge 300 is fixed between the fiber reinforced plastic panel 100 and the slope S and prestressed to resist external loads acting on the fiber reinforced plastic panel 100 when the slope is reinforced. Thus, the stability of the slope stabilizing structure anchor system (A) can be secured.

In addition, the slope stabilization structure anchor system (A) according to the present invention is excellent in light weight, corrosion resistance, high strength and fatigue resistance, it is possible to secure the pull-out resistance sufficiently safely against the draw load, high corrosion resistance and mechanical very In addition to the advantageous properties, it is resistant to corrosion and has an excellent environmental resistance.

Hereinafter, the construction of the slope stabilizing structure anchor system according to the present invention having the configuration as described above.

Figure 3a to 3j is a process chart showing the construction sequence of the slope stabilization structure anchor system according to the present invention.

As shown in these drawings, the slope stabilization structure anchor system construction method according to the present invention comprises the steps of cleaning the surface of the cut slope (S) (S1); A fiber-reinforced plastic panel (100) formed in a predetermined shape on the slope (S) and having a grid-shaped through hole (110) therein; Inserted into the through-hole 110 of the fiber-reinforced plastic panel 100, the tip fixing plate 210 is formed in a conical shape at the lower end, the reinforcing bar 220 is coupled to the top of the tip fixing plate 210 Made of fiber reinforced plastic reinforcement 200; It consists of a wedge 300 is fixed to the outer side of the fiber-reinforced plastic reinforcement 200 protruding through the through-hole 110 of the fiber-reinforced plastic panel 100, the reinforcement 220 is annular hollow or round bar It is composed, the reinforcing bar 220 is 50 to 70% by weight of the fiber made of any one of glass fiber, carbon fiber, hybrid fiber mixed with the glass fiber and carbon fiber; It is composed of 30 to 50% by weight of resin consisting of any one of epoxy, polyester and vinyl ester, and displays the installation position of the slope stabilizing structure anchor system (A) in which silica sand (epoxy) is coated on the surface of the reinforcing bar 220. Step S2; Forming a drilling hole (H) by drilling the installation position of the slope stabilizing structure anchor system (A) to a predetermined diameter and depth (S3); Inserting the fiber reinforced plastic reinforcement (200) into the drilling hole (H) (S4); Injecting and filling cement milk (M) between the hole (H) and the fiber reinforced plastic reinforcement (200) (S5); Disposing a fiber reinforced plastic panel (100) on the fiber reinforced plastic reinforcement (200) (S6); Placing and curing cement mortar (C) between the rear surface of the fiber-reinforced plastic panel (100) and the surface (S) to clean up the surface (S7); Installing a fixing plate (400) on the fiber reinforced plastic reinforcement (200) protruding onto the fiber reinforced plastic panel (100) (S8); Inserting a wedge (300) outside the fiber-reinforced plastic reinforcement (200) on the fixing plate (400), and tensioning and fixing the wedge (300) (S9); After cutting the predetermined length of the upper end of the fiber-reinforced plastic reinforcement 200 to construct a slope stabilizing structure anchor system (A), and then sprinkled vegetation soil at a predetermined position of the slope stabilizing structure anchor system (A) Recording step (S10).

That is, the slope stabilizing structure anchoring system construction method according to the present invention cleans the surface of the cut slope (S), and displays the installation position of the slope stabilizing structure anchor system (A) on the slope (S), the slope stabilization After forming the drilling hole (H) by drilling the installation position of the structure anchor system (A) to a predetermined diameter and depth, and inserting the fiber-reinforced plastic reinforcement (200) in the drilling hole (H), the drilling hole ( After filling and filling cement milk (M) between H) and the fiber-reinforced plastic reinforcement 200, after placing the fiber-reinforced plastic panel 100 on the fiber-reinforced plastic reinforcement 200, the fiber-reinforced plastic panel After arranging and hardening cement mortar (C) between the back surface of the back surface and the slope (S) and arranging the surface, the fiber-reinforced plastic reinforcement (200) protruding onto the fiber-reinforced plastic panel (100). The fixing plate 400 is installed, and the fixing plate 4 00) The wedge 300 is inserted into the outer side of the fiber-reinforced plastic reinforcement 200 on the top, and after the tension and fixation of the wedge 300, the clearance to cut a predetermined length of the upper end of the fiber-reinforced plastic reinforcement 200 After the construction of the slope stabilization structure anchor system (A), by spraying vegetation soil at a predetermined position of the slope stabilization structure anchor system (A) to make a plant to make a slope (S) to sequentially record the slope (S) is to reinforce.

Slope stabilization structure anchor system construction method according to the present invention made of the steps as described above is a fiber-reinforced plastic reinforcement (200) having a grid-shaped fiber-reinforced plastic panel 100, the tip fixing plate 210 and the reinforcing bar 220 By construction on the cut slope (S) by using, by adding the function of the acupressure body by grouting using a fiber-reinforced plastic reinforcement 200 having a tip fixing plate 210 and a reinforcing bar 220 instead of the conventional reinforcement reinforcement There is an advantage of resisting the tensile force by the bearing pressure.

In addition, the slope stabilization structure anchor system construction method according to the present invention prevents the corrosion of the conventional steel anchor body, the light weight is very easy to work, so as to ensure the maximum pull-out resistance compared to other methods, even in areas where there is a lot of groundwater can do.

In particular, the slope stabilization structure anchor system construction method according to the present invention is a cut slope using a fiber-reinforced plastic reinforcement (200) having a grid-shaped fiber-reinforced plastic panel 100, the tip fixing plate 210 and the reinforcing bar 220 By reinforcing (S), it is a rapid construction, light weight, and high durability slope reinforcement method that can replace the conventional concrete pressure plate and steel reinforcement used in the construction and performance improvement of the conventional reinforcement anchor system of the cut slope (S).

In addition, the slope stabilization structure anchor system construction method according to the present invention when the reinforcement of the slope according to a large incision in roads, railroads, industrial complexes can be installed directly on the slope without heavy equipment, it is very easy to install and innovative The construction cost can be reduced and the environmental problems due to concrete deterioration and reinforcement corrosion can be fundamentally prevented by replacing the concrete and steel, which are materials of the conventional cutting slope reinforcement method, with fiber reinforced plastics with light weight, corrosion resistance and high strength characteristics. Also, by recording the slope of the top surface of the slope stabilization structure anchor system by vegetation soil, there is also an environmentally friendly advantage to maintain harmony with the surrounding ground environment.

100: fiber reinforced plastic panel 110: through hole
200: fiber reinforced plastic reinforcement 210: tip fixing plate
220: rebar 300: wedge
400: fixing plate
A: Slope stabilizer anchor system C: Cement mortar
H: Drilling hole M: Cement milk
S: slope

Claims (10)

A fiber-reinforced plastic panel 100 formed in a predetermined shape and having a lattice-shaped through hole 110 formed therein;
Inserted into the through-hole 110 of the fiber-reinforced plastic panel 100, the tip fixing plate 210 is installed in the lower end in a conical shape, the reinforcing bar 220 is coupled to the top of the tip fixing plate 210 Made of fiber reinforced plastic reinforcement 200; Slope stabilizing structure anchor system, characterized in that consisting of a wedge 300 is fixed to the outer side of the fiber reinforced plastic reinforcement (200) protruding through the through-hole 110 of the fiber reinforced plastic panel (100). The method of claim 1,
The reinforcing bar 220 is a slope stabilizing structure anchor system, characterized in that consisting of a hollow hollow or round bar. 3. The method according to claim 1 or 2,
The reinforcing bar 220 is 50 to 70% by weight of a fiber made of any one of glass fiber, carbon fiber, hybrid fiber mixed with the glass fiber and carbon fiber; Slope stabilizing structure anchor system, characterized in that consisting of 30 to 50% by weight of the resin consisting of any one of epoxy, polyester, vinyl ester. 4. The method according to any one of claims 1 to 3,
Slope stabilizing structure anchor system, characterized in that the silica sand (epoxy) is applied to the surface of the reinforcing bar 220. The method of claim 1,
Slope stabilization structure anchor system, characterized in that the fixing plate 400 is installed between the fiber reinforced plastic reinforcement (200) and the wedge (300). Arranging the surface of the cut slope (S) (S1);
Displaying the installation position of the slope stabilizing structure anchor system (A) on the slope (S) (S2);
Forming a drilling hole (H) by drilling the installation position of the slope stabilizing structure anchor system (A) to a predetermined diameter and depth (S3);
Inserting the fiber reinforced plastic reinforcement (200) into the drilling hole (H) (S4);
Injecting and filling cement milk (M) between the hole (H) and the fiber reinforced plastic reinforcement (200) (S5);
Disposing a fiber reinforced plastic panel (100) on the fiber reinforced plastic reinforcement (200) (S6);
Placing and curing cement mortar (C) between the rear surface of the fiber-reinforced plastic panel (100) and the surface (S) to clean up the surface (S7);
Installing a fixing plate (400) on the fiber reinforced plastic reinforcement (200) protruding onto the fiber reinforced plastic panel (100) (S8);
Inserting a wedge (300) outside the fiber-reinforced plastic reinforcement (200) on the fixing plate (400), and tensioning and fixing the wedge (300) (S9);
After cutting the predetermined length of the upper end of the fiber-reinforced plastic reinforcement 200 to construct a slope stabilizing structure anchor system (A), and then sprinkled vegetation soil at a predetermined position of the slope stabilizing structure anchor system (A) Slope stabilization structure anchor system construction method characterized in that consisting of recording (S10). The method according to claim 6,
The slope stabilizing structure anchor system (A) is made of a predetermined shape, the fiber-reinforced plastic panel (100) having a grid-like through hole (110) therein; Inserted into the through-hole 110 of the fiber-reinforced plastic panel 100, the tip fixing plate 210 is formed in a conical shape at the lower end, the reinforcing bar 220 is coupled to the top of the tip fixing plate 210 Made of fiber reinforced plastic reinforcement 200; Slope stabilization structure anchor system construction method characterized in that consisting of a wedge 300 is fixed to the outer side of the fiber reinforced plastic reinforcement (200) protruding through the through hole 110 of the fiber reinforced plastic panel (100). The method of claim 7, wherein
The reinforcing bar 220 is a slope stabilization structure anchor system construction method characterized in that consisting of a hollow hollow or round bar. 9. The method according to claim 7 or 8,
The reinforcing bar 220 is 50 to 70% by weight of a fiber made of any one of glass fiber, carbon fiber, hybrid fiber mixed with the glass fiber and carbon fiber; A method for constructing a slope stabilizing structure anchor system, comprising 30 to 50% by weight of a resin composed of any one of epoxy, polyester and vinyl ester. 10. The method according to any one of claims 7 to 9,
Slope stabilizing structure anchor system construction method characterized in that the silica sand (epoxy) is applied to the surface of the reinforcing bar 220.
KR1020120030629A 2012-03-26 2012-03-26 Slope stabilization structures anchor system and its construction method KR20130108845A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160045281A (en) 2014-10-17 2016-04-27 정현 Rock cutting slope revegetation method
CN106759405A (en) * 2017-03-06 2017-05-31 中国电建集团中南勘测设计研究院有限公司 A kind of soil-slope supporting construction and construction method
KR102043124B1 (en) * 2018-12-11 2019-11-12 (주)대한지오이엔씨 Functional anchor plate
KR102657622B1 (en) * 2023-09-06 2024-04-16 주식회사 동아특수건설 Reinforcing device that promotes the stability of the ground surface

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20160045281A (en) 2014-10-17 2016-04-27 정현 Rock cutting slope revegetation method
CN106759405A (en) * 2017-03-06 2017-05-31 中国电建集团中南勘测设计研究院有限公司 A kind of soil-slope supporting construction and construction method
KR102043124B1 (en) * 2018-12-11 2019-11-12 (주)대한지오이엔씨 Functional anchor plate
KR102657622B1 (en) * 2023-09-06 2024-04-16 주식회사 동아특수건설 Reinforcing device that promotes the stability of the ground surface

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