KR102598309B1 - Loznege-shaped wire net for erosion protection at slope with monitoring apparatus - Google Patents

Abstract

The present invention is installed on a slope on which erosion control work has been performed, and includes a rhomboidal net in which a plurality of rhombic shapes form a plurality of rows and columns; A support wire having both ends fixed to the rhomboid network; A deformation portion formed on one side of the support wire and allowing shape deformation in conjunction with the deformation of the support wire from its initial installation form due to soil or rock flowing or falling between the rhomboid net and the slope; And a confirmation unit that is mounted on the deformed part and ruptures in response to the shape deformation of the deformed part, thereby visually recognizing whether the slope has been repaired, and visually detects the installation status of the rhomboid net installed on the slope on which erosion control work has been performed. It relates to a slope rockfall prevention ridge net equipped with a monitoring device to facilitate inspection and repair.

Description

LOZNEGE-SHAPED WIRE NET FOR EROSION PROTECTION AT SLOPE WITH MONITORING APPARATUS }

The present invention relates to a slope prevention rhomboid net equipped with a monitoring device, and more specifically, to monitoring to visually determine the installation status of the rhizome net installed on a slope on which erosion control work has been performed and to facilitate inspection and repair. This relates to a slope rockfall prevention ridge net equipped with a device.

Our country has a warm and humid climate, with 67% of the country being mountainous and covered with forests, but most of it is mountainous with steep slopes.

In this natural environment, Korea has inevitably developed bare slopes due to the expansion of various SOC-based projects such as industrial complex creation, housing complex development, and road construction due to industrial advancement since the 1970s.

In this way, erosion control work is being done to prevent rockfall and collapse from artificially or naturally formed slopes.

Therefore, among these methods, a suitable one suitable for the surrounding environment and purpose of the erosion control work is selected and constructed.

Meanwhile, among the above methods, the method of covering a slope with a wire mesh disclosed in Patent No. 10-2261999, "Construction method for constructing a retaining wall for restoration of all directions of a drainage ditch and slope using an eco-friendly vegetation tong wire mesh kit," has a simple structure and is easy to install, It is installed temporarily for the safety of construction sites adjacent to slopes, or is used as a means of creating vegetation zones on slopes where there is a relatively low risk of soil flowing down.

However, in the erosion control construction using the above-mentioned wire mesh, the wire mesh could not be firmly fixed to the slope and could easily be peeled off, and no means could be devised to prevent the partial flow of soil.

Registered Patent No. 10-2261999

The present invention was invented to improve the above problems, and is equipped with a monitoring device to visually determine the installation status of the rhomboid net installed on the slope where erosion control work has been performed and to facilitate inspection and repair. It is intended to provide a prevention ridge net.

In order to achieve the above object, the present invention includes a rhomboidal net installed on a slope on which erosion control work has been performed, wherein a plurality of rhombic shapes form a plurality of rows and columns; a support wire having both ends fixed to the rhomboid net; A deformation part formed on one side of the support wire and allowing shape deformation in conjunction with the deformation of the support wire from its initial installation form due to soil or rock falling or flowing between the rhomboid net and the slope; And a confirmation unit mounted on the deformation part and rupturing in conjunction with the shape deformation of the deformation part to visually recognize whether or not the slope is repaired. It is possible to provide a slope rockfall prevention rhomboid net equipped with a monitoring device. .

Here, the support wire has a first support wire having a first end and a second end fixed to the rhomboid network, a third end and a fourth end fixed to the rhomboid network, and intersects the first support wire. and a second support wire, wherein the deformation portion is formed at a portion where the first support wire and the second support wire intersect and is simultaneously built into the confirmation portion.

At this time, the deformable portion includes a first deformable rod that is bent from one side of the support wire, extends in a direction protruding from the inclined surface, and has a distal end embedded in the confirmation unit, and is bent from one side of the support wire and extends in a direction protruding from the inclined surface. It includes a second deformable rod that extends and has a distal end embedded in the confirmation unit, and a deformable connecting rod that connects the distal ends of each of the first deformable bar and the second deformable bar to each other and is embedded in the confirmation part, wherein the first deformable rod includes: The confirmation part is characterized in that the confirmation part is ruptured due to an increase in pressure applied from the inside to the outside of the confirmation part due to deformation of the rod, the second deformable bar, and the deformable connecting rod.

And, the confirmation unit includes a core body having an inner surface or edge in contact with the first deformable rod and the second deformable rod, a ceiling surface in contact with the deformable connecting rod, and an open lower surface, and a lower end of the core body. A fixing extension piece extending along an edge and contacting the support wire, a pair of fixing slots formed through the fixing extension piece, and the fixing extension penetrating the pair of fixing slots while winding the support wire. When the core body is ruptured and separated in conjunction with the shape deformation of the fixing ring for fixing the piece to the support wire, the first deformable rod, the second deformable rod, and the deformable connecting rod, it is exposed to the air to visually determine whether the inclined surface is repaired. It is characterized in that it includes a paint layer formed on the outer peripheral surface of the first deformable rod, the second deformable rod, and the deformable connecting rod.

In addition, the deformable portion includes at least one first rupture protrusion piece protruding along the outer peripheral surface of the first deformable rod, at least one second rupture protrusion protrusion along the outer peripheral surface of the second deformable rod, and an outer peripheral surface of the deformable connecting rod. It further includes at least one third rupture stone piece protruding along, wherein the first rupture stone piece and the second rupture stone piece are formed to protrude toward an inner surface or edge of the core body, and the third rupture stone piece is formed on the core body. It is characterized in that it protrudes toward the ceiling surface of.

In addition, the deformable portion is bent from an end portion of each of a first wire extending from the first end to a portion where the deformable portion is formed and a third wire extending from the third end to a portion where the deformable portion is formed, and is bent from the inclined surface. A first deformable rod extending in a protruding direction and having a distal end embedded in the confirmation unit, a second wire extending from the portion where the deformable portion is formed to the second end, and extending from the portion where the deformable portion is formed to the fourth end. a second deformable rod that is bent from an end portion of each of the fourth wires, extends in a direction protruding from the inclined surface, and has an end portion built into the confirmation unit, and the distal ends of each of the first deformable rod and the second deformable rod are mutually It includes a deformable connecting rod that is connected and built into the confirmation part, and the confirmation part ruptures as pressure increases from the inside of the confirmation part to the outside due to deformation of the first deformable rod, the second deformable rod, and the deformable connecting rod. It is characterized by being

In addition, the confirmation unit includes a core body having a first accommodating space in which part or all of the deformable part is embedded, an open lower surface communicating with the first accommodating space, an inner ceiling surface of the core body, and A second accommodating space is formed between the upper surface of the core body, and the second accommodating space has a color and luminous properties that contrast with the inclined surface, and is accommodated in the second accommodating space. The core body is ruptured due to deformation of the deformation portion, and the second accommodating space is formed. It is characterized in that it includes confirmation paint discharged toward the inclined surface as the receiving space communicates with the atmosphere.

According to the present invention configured as described above, it has the advantage that the installation state of the rhomboid net installed on the slope on which erosion control work has been performed can be visually identified and inspection and repair can be easily performed.

Figure 1 is a plan conceptual diagram showing the construction of a slope rockfall prevention rhomboid network equipped with a monitoring device according to an embodiment of the present invention.
Figure 2 is a side cross-sectional conceptual diagram showing the internal structure of a slope rockfall prevention rhomboid network equipped with a monitoring device according to an embodiment of the present invention.
Figure 3 is a side cross-sectional conceptual diagram showing the operation process of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention.
Figure 4 is a side cross-sectional conceptual diagram showing the operation process of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention.
Figure 5 is a side cross-sectional conceptual diagram showing the construction state of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention.
Figure 6 is a plan view showing the overall structure of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention, as seen from point vi of Figure 5.
Figure 7 shows the internal coupling structure of the deformation part and the confirmation part, which are the main parts of the slope rockfall prevention rhomboid net equipped with a monitoring device according to another embodiment of the present invention, and Figure 7(a) is the viia-viia line of Figure 6. It is a cross-sectional conceptual diagram, and FIG. 7(b) is a cross-sectional conceptual diagram of the viib-viib line of FIG.
Figure 8 is an exploded perspective conceptual diagram showing the coupling relationship between the deformation part and the confirmation part, which are the main parts of a slope rockfall prevention rhomboid net equipped with a monitoring device according to another embodiment of the present invention.
Figure 9 is a cross-sectional conceptual diagram schematically showing the operation process of the confirmation unit according to the shape deformation of the deformation part, which is the main part of the slope rockfall prevention rhomboid net equipped with a monitoring device according to another embodiment of the present invention.

The advantages and features of the present invention and methods for achieving them will become clear by referring to the embodiments described in detail below along with the accompanying drawings.

However, the present invention is not limited to the embodiments disclosed below, but will be implemented in various different forms.

The examples herein are provided to make the disclosure of the present invention complete and to fully inform those skilled in the art of the scope of the invention.

And the present invention is only defined by the scope of the claims.

Accordingly, in some embodiments, well-known components, well-known operations and well-known techniques are not specifically described in order to avoid ambiguous interpretation of the present invention.

In addition, the same reference numerals refer to the same components throughout the specification, and the terms used (mentioned) in the specification are for explaining embodiments and are not intended to limit the present invention.

In this specification, the singular also includes the plural unless specifically stated in the phrase, and elements and operations referred to as 'including (or, including)' do not exclude the presence or addition of one or more other elements and operations. .

Unless otherwise defined, all terms (including technical and scientific terms) used in this specification may be used with meanings that can be commonly understood by those skilled in the art to which the present invention pertains.

Additionally, terms defined in commonly used dictionaries are not interpreted ideally or excessively unless they are defined.

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

First, Figure 1 is a plan conceptual diagram showing the construction of a slope rockfall prevention rhomboid network equipped with a monitoring device according to an embodiment of the present invention.

And, Figure 2 is a side cross-sectional conceptual diagram showing the internal structure of a slope rockfall prevention rhomboid network equipped with a monitoring device according to an embodiment of the present invention.

And, Figure 3 is a side cross-sectional conceptual diagram showing the operation process of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention.

And, Figure 4 is a side cross-sectional conceptual diagram showing the operation process of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention.

And, Figure 5 is a side cross-sectional conceptual diagram showing the construction state of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention.

And, Figure 6 is a plan view showing the overall structure of a slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention, as seen from viewpoint vi of Figure 5.

In addition, Figure 7 shows the internal coupling structure of the deformation part 300 and the confirmation part 400, which are the main parts of the slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention, as shown in Figure 7 (a) ) is a conceptual diagram of a cross-section along the line viia-viia of FIG. 6, and FIG. 7(b) is a conceptual diagram of a cross-section of the line viib-viib of FIG. 6.

In addition, Figure 8 is an exploded perspective conceptual diagram showing the coupling relationship between the deformation part 300 and the confirmation part 400, which are the main parts of the slope rockfall prevention rhomboid network equipped with a monitoring device according to another embodiment of the present invention.

In addition, Figure 9 schematically shows the operation process of the confirmation unit 400 according to the shape deformation of the deformation unit 300, which is the main part of the slope rockfall prevention rhomboid net equipped with a monitoring device according to another embodiment of the present invention. This is a cross-sectional conceptual diagram.

The present invention is installed on a slope 500 on which eroding work has been performed as shown in FIGS. 1 and 2 and 5 and 6, and is installed on a rhomboidal net 100 in which a plurality of diamond shapes form a plurality of rows and columns. A structure capable of responding to repair and re-construction of the inclined surface 400 as the confirmation unit 400 is moved by the shape deformation of the deformation part 300 provided on the support wire 200 having both ends fixed. Examples may be applied.

The deformation portion 300 is formed on one side of the support wire 200, and is removed from the initial installation form of the support wire 200 due to soil or rock flowing or falling between the rhomboid net 100 and the slope 500. Shape deformation is allowed in conjunction with the deformation of (200).

The confirmation unit 400 is mounted on the deformable part 300 and ruptures in response to the shape deformation of the deformable part 300 to visually recognize whether the inclined surface 500 is repaired.

The present invention can be applied to the above-mentioned embodiments, and of course, it is also possible to apply the following various embodiments.

First, the support wire 200 includes a first support wire 210 having a first end and a second end fixed to the rhomboid net 100, and a third end and a fourth end fixed to the rhomboid net 100. It may include a second support wire 220 that intersects the first support wire 210.

It can be seen that the deformation part 300, which will be described later, is formed at the intersection of the first support wire 210 and the second support wire 220 and is also built into the confirmation part 400.

Here, the first support wire 210 and the second support wire 220 are formed in plurality as shown in FIG. 1, and the plurality of first support wires 210 and the second support wire 220 are formed. A deformation part 300 and a confirmation part 400 may be formed at the intersection, respectively.

That is, since the deformation unit 300 and the confirmation unit 400 are installed in plural numbers on the rhomboid net 100 installed on the slope 500, they can help determine whether there is an abnormality in the slope 500 from a distance. It will be.

Meanwhile, the confirmation unit 400 has first and second deformable rods 310 and 320 and deformable connecting rods 330 built into the core body 410 provided with a fixed extension piece 460, and the core body 410 is fixed to the support wire 200 by a fixing ring 462 penetrating the fixing slot 461, and when the core body 410 is separated when the deformation part 300 is operated, the paint layer 470 is checked whether or not to be repaired. An example of a structure that confirms this may be applied.

First, the core body 410 has an inner surface or corner in contact with the first deformable rod 310 and the second deformable rod 320, a ceiling surface in contact with the deformable connecting rod 330, and an open lower surface. The branches are formed in the shape of a rectangular parallelepiped.

The core body 410 is preferably made of hard plastic so that it can withstand a certain degree of external shock, but can be destroyed when the shape of the deformable portion 300 is deformed due to a large external shock such as an earthquake, landslide, or falling rock. .

The fixed extension piece 460 extends along the lower edge of the core body 410 and contacts the support wire 200.

A pair of fixing slots 461 are formed through the fixing extension piece 460, and the fixing ring 462 penetrates the pair of fixing slots 461 and winds the support wire 200 while forming the fixing extension piece 460. ) is fixed to the support wire 200.

The fixing ring 462 is fixed with a fastening strength that allows the first deformable rod 310, the second deformable rod 320, and the deformable connecting rod 330 to be released when their shapes are deformed.

The paint layer 470 is formed on the outer peripheral surface of the first deformable rod 310, the second deformable rod 320, and the deformable connecting rod 330.

Therefore, as shown in FIGS. 2(b) and 3(b), the core body 410 is ruptured and separated in response to the shape deformation of the first deformable rod 310, the second deformable rod 320, and the deformable connecting rod 330. When exposed to the atmosphere, it may be formed in a color that is clearly distinguishable from the slope 500, for example, three primary colors such as red, yellow, and blue, so that the slope 500 can be visually recognized as to whether or not the slope 500 has been repaired.

Meanwhile, the deformation part 300 may further include first to third rupture protrusions 311, 321, and 331 so that the core body 410 of the confirmation part 400 can be smoothly separated and removed.

First, at least one first ruptured stone piece 311 protrudes along the outer peripheral surface of the first deformable rod 310, and is formed in a gradually sharp shape toward the inner surface or edge of the core body 410.

In addition, at least one second burst protrusion 321 protrudes along the outer peripheral surface of the second deformable rod 320, and is formed in a gradually sharp shape toward the inner surface or edge of the core body 410.

In addition, at least one third ruptured stone piece 331 protrudes along the outer peripheral surface of the deformable connecting rod 330, and is formed in a gradually sharp shape toward the ceiling surface of the core body 410.

Meanwhile, the support wire 200 may have an embodiment of a structure including a first support wire 210 and a second support wire 220 as shown in FIGS. 7 to 9 .

The first support wire 210 has a first wire 211 having a first end fixed to the rhomboid net 100, a second end fixed to the rhomboid net 100, and is in a straight line with the first wire 211. It includes a second wire 212 disposed on the top.

The second support wire 220 has a third wire 221 having a third end fixed to the rhomboid net 100, a third end fixed to the rhomboid net 100, and is in line with the third wire 221. It includes a fourth wire 222 disposed on the wire and intersects the first support wire 210.

Accordingly, the deformation part 300 is formed between the first wire 211 and the second wire 212 and the third wire 221 and the fourth wire 222 and is simultaneously built into the confirmation part 400. It can be figured out.

Here, the deformation part 300 may be formed integrally with the support wire 200 or may be provided separately, and of course, may be manufactured and installed from the same or different material as the support wire 200.

At this time, the deformable portion 300 includes first and second deformable rods 310 and 320 formed on one side of the support wire 200 and a deformable connecting rod 330 that connects the first and second deformable rods 310 and 320 to each other. It can be included.

The first deformable rod 310 is bent from one side of the support wire 200, extends in a direction protruding from the inclined surface 500, and has a distal end built into the confirmation part 400. Specifically, the first wire 211 ) and the third wire 221 are bent from each end portion, extend in a direction protruding from the inclined surface 500, and have an end portion built into the confirmation unit 400.

The second deformable rod 320 is bent from one side of the support wire 200, extends in a direction protruding from the inclined surface 500, and has a distal end built into the confirmation part 400. Specifically, the second wire 212 ) and the fourth wire 222 each is bent from an end portion, extends in a direction protruding from the inclined surface 500, and has an end portion built into the confirmation unit 400.

The deformable connecting rod 330 connects the distal ends of the first deformable rod 310 and the second deformable rod 320 to each other and is built into the confirmation unit 400.

Due to the deformation of the first deformable rod 310, the second deformable rod 320, and the deformable connecting rod 330, the confirmation portion 400 increases as the pressure applied from the inside to the outside of the confirmation portion 400 increases. It bursts like this.

Meanwhile, the verification unit 400 can determine that the verification paint 430 is accommodated in the core body 410 and the second accommodation space 420 formed in the core body 410.

The core body 410 is provided with a first accommodating space 411 in which part or all of the deformable part 300 is embedded, and has an open lower surface communicating with the first accommodating space 411.

The second receiving space 420 is formed between the inner ceiling surface of the core body 410 and the upper surface of the core body 410.

The confirmation paint 430 has a color and luminous properties that contrast with the inclined surface 500 and is accommodated in the second receiving space 420. The core body 410 is ruptured due to deformation of the deformation portion 300 and is accommodated in the second receiving space. As the space 420 communicates with the atmosphere, it is discharged toward the slope 500.

The identification paint 430 is harmless to soil or vegetation, is biodegradable, is not easily erased, has a color that is clearly distinguishable from the soil or vegetation of the slope 500, and prevents it from flowing out toward the slope 500 even in bad weather or at night. It is desirable that it is a luminous material so that it can be identified with the naked eye.

In addition, the confirmation paint 430 does not necessarily have to be a liquid material, and in some cases, it is used in the form of a powder to be used when the core body 410 is ruptured and separated from the deformed portion 300. Of course, it can also be provided in the form of a product that is blown by the wind and scattered widely around the slope 500.

Meanwhile, the deformable part 300 has at least one part protruding along the outer peripheral surface of the first deformable rod 310 so that the confirmation paint 430 of the confirmation part 400 can smoothly flow out of the core body 410. It is preferable to further include one or more first rupture protrusions 311 and at least one second rupture protrusion 321 protruding along the outer peripheral surface of the second deformable rod 320.

Here, the first burst stone piece 311 and the second burst stone piece 321 may each be formed to protrude toward the four inner sides of the core body 410 of the confirmation portion 400.

At this time, the first burst stone piece 311 and the second burst stone piece 321 are the first receiving space formed by the inner ceiling surface, the four inner sides, and the open lower surface of the core body 410, which has a rectangular parallelepiped shape as shown in FIG. It may be manufactured in a structure that protrudes toward each of the four corners of (411).

In addition, each of the first and second burst stone pieces 311 and 321 has sharp edges, but is slightly spaced from the four inner sides or four inner corners of the first receiving space 411 of the core body 410 when first installed. Ensure that it is placed in the correct state.

The first and second ruptured stone pieces 311 and 321 are disposed slightly spaced apart from the four inner sides or inner four corners of the first receiving space 411 of the core body 410 to prevent slight vibration or wind, etc. This is to prevent problems with the discharge of the verification paint 430 due to the operation of the verification unit 400 due to an event unrelated to the reorganization of the 500).

On the other hand, the confirmation unit 400 is easy to apply the confirmation paint 430 when external force is applied to the deformation part 300 and shape deformation occurs due to loss of soil or falling rocks between the slope 500 and the rhomboid net 100. It is preferable to further provide an internal break line 412, a communication space 440, and an opening/closing film 450 so that it can be discharged toward the inclined surface 500.

First, the internal fracture line 412 is formed on the inner ceiling surface of the core body 410 and is ruptured when an external force due to deformation of the deformable portion 300 is applied, forming the second receiving space 420 and the first receiving space 411. ) is formed at least one that communicates.

The communication space 440 is a space formed between the four inner and four outer sides of the core body 410 forming the first accommodating space 411 and communicates with the second accommodating space 420.

The opening and closing film 450 forms the lower surface of the communication space 440, and is ruptured when an external force due to deformation of the deformable part 300 is applied to communicate the lower part of the communication space 440 with the atmosphere, forming the core body. It is thinner than the outer and inner walls of (410) and has lower hardness and rigidity.

Therefore, due to deformation of the deformable portion 300, the core body 410, that is, the internal fracture line 412 and the opening and closing film 450, are ruptured as shown in FIG. 9, causing damage to the four inner sides and four outer sides of the core body 410. The core body 410 is deformed to become wider as it moves from the upper surface toward the inclined surface 500.

At the same time, as the second accommodation space 420 and the communication space 440 communicate with the atmosphere, the confirmation paint 430 flows from the second accommodation space 420 through the communication space 440 toward the inclined surface 500. It spreads out and is discharged.

As described above, the present invention provides a basic technical aspect of providing a rockfall prevention slope net equipped with a monitoring device that visually determines the installation status of the net installed on a slope on which erosion control work has been performed and allows easy inspection and repair. You can see that it is being done with thought.

And, of course, many other modifications and applications are possible for those skilled in the art within the scope of the basic technical idea of the present invention.

100...Rhomboid net
200...support wire
210...First support wire
211...1st wire
212...2nd wire
220...second support wire
221...Third wire
222...4th wire
300...Deformation part
310...1st modified rod
311...First ruptured stone fragment
320...2nd modified bar
321...Second rupture fragment
330...Deformable connecting rod
331...Third rupture fragment
400...Confirmation section
410...Core body
411...First accommodation space
412...internal break line
420...Second accommodation space
430...Confirmation paint
440... flue space
450...opening/closing film
460...fixed extension
461...fixed slot
462...Fixing ring
470...paint layer
500...slope

Claims (7)

A rhomboidal net installed on a slope where erosion control work has been performed, where a plurality of diamond-shaped shapes form a plurality of rows and columns;
a support wire having both ends fixed to the rhomboid net;
A deformation portion formed on one side of the support wire and allowing shape deformation in conjunction with the deformation of the support wire from its initial installation form due to soil or rock flowing or falling between the rhomboid net and the slope; and
It includes a confirmation part that is mounted on the deformable part and ruptures in response to the shape deformation of the deformable part, thereby visually recognizing whether or not the inclined surface is repaired,
The deformed part is
a first deformable rod that is bent from one side of the support wire, extends in a direction protruding from the inclined surface, and has a distal end embedded in the confirmation unit;
a second deformable rod that is bent from one side of the support wire, extends in a direction protruding from the inclined surface, and has a distal end embedded in the confirmation unit;
It includes a deformable connecting rod that connects distal ends of each of the first deformable rod and the second deformable rod to each other and is built into the confirmation unit,
Characterized in that the confirmation portion is ruptured due to an increase in pressure applied from the inside to the outside of the confirmation portion due to deformation of the first deformable rod, the second deformable rod, and the deformable connecting rod,
The confirmation section,
A core body having an inner surface or edge in contact with the first deformable rod and the second deformable rod, a ceiling surface in contact with the deformable connecting rod, and an open lower surface;
a fixed extension piece extending along a lower edge of the core body and contacting the support wire;
A pair of fixing slots formed through the fixing extension piece,
a fixing ring that passes through the pair of fixing slots and winds the support wire while fixing the fixing extension piece to the support wire;
When the core body is ruptured and separated in conjunction with the shape deformation of the first deformable rod, the second deformable rod, and the deformable connecting rod, it is exposed to the air to visually recognize whether or not the inclined surface is repaired. 2. A slope rockfall prevention rhomboid network equipped with a monitoring device, comprising a deformable rod and a paint layer formed on the outer peripheral surface of the deformable connecting rod.
delete delete delete In claim 1,
The deformation part is,
At least one first rupture stone piece protruding along the outer peripheral surface of the first deformable rod,
At least one second fractured stone piece protruding along the outer peripheral surface of the second deformable rod,
It further includes at least one third ruptured stone piece protruding along the outer peripheral surface of the deformable connecting rod,
The first burst stone piece and the second burst stone piece are formed to protrude toward the inner surface or edge of the core body,
The third rupture stone piece is a slope rockfall prevention rhomboid network equipped with a monitoring device, characterized in that the third rupture stone fragment is formed to protrude toward the ceiling surface of the core body.
delete A rhomboidal net installed on a slope where erosion control work has been performed, where a plurality of diamond-shaped shapes form a plurality of rows and columns;
a support wire having both ends fixed to the rhomboid net;
A deformation portion formed on one side of the support wire and allowing shape deformation in conjunction with the deformation of the support wire from its initial installation form due to soil or rock flowing or falling between the rhomboid net and the slope; and
It includes a confirmation part that is mounted on the deformable part and ruptures in response to the shape deformation of the deformable part, thereby visually recognizing whether or not the inclined surface is repaired,
The confirmation section,
A core body having a first accommodating space in which part or all of the deformable part is embedded, and an open lower surface communicating with the first accommodating space;
a second receiving space formed between the inner ceiling surface of the core body and the upper surface of the core body;
Confirmation paint that has a color and luminous properties that contrast with the slope and is accommodated in the second receiving space, and is discharged toward the slope as the core body is ruptured due to deformation of the deformation portion and the second receiving space communicates with the atmosphere. A slope rockfall prevention rhomboid network equipped with a monitoring device comprising a.