KR20160133638A - Structure of ground rivet and construction method thereof - Google Patents

Structure of ground rivet and construction method thereof Download PDF

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Publication number
KR20160133638A
KR20160133638A KR1020150066379A KR20150066379A KR20160133638A KR 20160133638 A KR20160133638 A KR 20160133638A KR 1020150066379 A KR1020150066379 A KR 1020150066379A KR 20150066379 A KR20150066379 A KR 20150066379A KR 20160133638 A KR20160133638 A KR 20160133638A
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South Korea
Prior art keywords
ground
anchor
sub
main
nut
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KR1020150066379A
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Korean (ko)
Inventor
윤석진
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윤석진
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Publication of KR20160133638A publication Critical patent/KR20160133638A/en

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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74Means for anchoring structural elements or bulkheads
    • E02D5/80Ground anchors
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/01Flat foundations
    • E02D27/08Reinforcements for flat foundations
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2300/00Materials
    • E02D2300/0026Metals
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/40Miscellaneous comprising stabilising elements

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Piles And Underground Anchors (AREA)

Abstract

A ground rivet structure and a construction method thereof are disclosed. A ground rivet structure installed on the ground and in the ground to fix the ground mounting structure to the ground, comprising: a body; a conical tip portion connected to the end of the body; a head portion connected to the tip of the body, Wherein the tip portion and the body are inserted into the ground, and the main anchor is inserted into the ground so that all or a part of the head is exposed to the ground, a through hole drilled in the center, a hole formed in the periphery of the through hole, A base plate coupled to the main anchor so as to expose the head portion through the through hole, a base plate coupled to the head portion exposed through the through hole, The nut is radially coupled to the periphery of the through hole, and the direction of the nut hole is set at a predetermined angle with the entry direction of the main anchor The ground rivet structure includes a sub-anchor which is fitted to the sub-nut and inserted into the ground so as to form a predetermined angle with respect to the entering direction of the main anchor. The ground rivet structure includes only a simple fastening of the sub- So that the anchor buried in the ground is firmly fixed, so that the structural stability of the structure installed on the ground can be improved without causing the anchor to be shaken.

Description

BACKGROUND OF THE INVENTION Field of the Invention The present invention relates to a ground rivet structure,

The present invention relates to a ground rivet structure and a construction method thereof.

In order to securely fix the structure to the ground, various structures such as a solar light, a telephone pole, a traffic light, a streetlight, a sign, and a sign board are installed on the ground. .

The foundation structure of the existing ground installation structure was constructed by digging the ground of the site to be installed and then filling the foundation structure and finishing the ground and then fixing the ground installation structure to a portion where the foundation structure is exposed to the ground. As the wet construction progresses in the rescue landfill, it is not only environmentally undesirable but also time and expense.

In addition, a method of forming an anchor from the ground was applied to form a foundation structure. In order to fix the anchor firmly in the ground, various auxiliary structures are required and construction is difficult. When the anchor is shaken, stability of the ground structure There is a possibility that a problem may occur.

The above-described background technology is technical information that the inventor holds for the derivation of the present invention or acquired in the process of deriving the present invention, and can not necessarily be a known technology disclosed to the general public prior to the filing of the present invention.

Korean Patent No. 10-1179055 discloses an anchor assembly for a soft ground which enables a tension member to be easily removed and a rocker block to be fixed to an insertion hole at a uniform pressure. Korean Patent No. 10-0855381 Discloses a spatially extended ground anchor structure which is inserted into a perforation hole only by the self-characteristics of the product, without preventing further deterioration of the compressive strength of the grout due to foreign matter adhered to the tip of the anchor.

Patent Document 1: Korean Patent No. 10-1179055 Patent Document 2: Korean Patent No. 10-0855381

SUMMARY OF THE INVENTION The present invention provides a ground rivet structure and a construction method thereof that are simple in construction and firmly fixed in the ground as a foundation structure for a ground structure.

Other objects of the present invention will become readily apparent from the following description.

According to one aspect of the present invention, there is provided a ground rivet structure installed on the ground and in the ground for fixing a ground mounting structure to the ground, the ground rivet structure comprising: a body; a horn- shaped tip portion connected to a distal end of the body; a main anchor which is connected to the proximal end and has a screw formed on an outer circumferential surface thereof, wherein the tip and the body are inserted into the ground and the whole or a part of the head is exposed to the ground, A base plate coupled to the main anchor so as to expose the head portion through the through hole and including a plurality of fixing holes formed in the periphery of the through hole and having a screw formed on the inner circumferential surface thereof, A plurality of sub-nuts joined in an oblique manner such that the direction of the nut hole is at a predetermined angle with respect to the entry direction of the main anchor, A sub anchor which is fitted to the sub nut so as to be inserted into the ground so as to form a predetermined angle with the entering direction of the main anchor and the sub anchor which is fastened to the head part exposed through the through hole so that the base plate is pressed onto the ground Wherein a direction in which the sub anchor enters the main anchor forms an angle of 30 to 90 degrees with respect to an entry direction of the main anchor.

A plurality of incisions are radially formed at the distal end of the body. After the main anchor is inserted into the ground, the tip is further inserted and separated from the end of the body, and the distal end of the body is widened The ground fixing force of the main anchor can be improved.

A structure is provided so that a plurality of bolts are fastened to a plurality of fixing holes and a plurality of bolts are fastened to a plurality of bolts and a bolt is inserted into a bottom surface of the structure, The level of the structure can be adjusted by adjusting the degree of tightening of the nut.

According to another aspect of the present invention, there is provided a method of constructing a ground rivet structure installed on the ground and in the ground to fix a ground mounting structure on the ground, the method comprising: (a) A main anchor including a tip portion of a shape and a head portion connected to a proximal end of the body and having a screw formed on an outer circumferential surface thereof, the tip portion and the body being inserted into the ground, (B) a through hole drilled at the center, a plurality of fixing holes drilled in the periphery of the through hole and formed with a screw on the inner circumferential surface, and a plurality of fixing holes radially coupled to the periphery of the through hole, A base plate including a plurality of sub-nuts slantingly joined to form a predetermined angle with a main surface of the base plate, (D) inserting the sub-anchor into the ground so as to form a predetermined angle with respect to the approach direction of the main anchor, and (c) inserting the sub-anchor into the ground so that the sub- (c) tightening the main nut to the head portion exposed through the through hole, so that the base plate is pressed onto the ground surface, wherein the entering direction of the sub anchor is an angle of 30 to 90 degrees with respect to the entering direction of the main anchor And a ground rivet structure construction method is provided.

Other aspects, features, and advantages other than those described above will become apparent from the following drawings, claims, and the detailed description of the invention.

According to the embodiment of the present invention, since there is no need to excavate the ground and pour concrete, wet construction can be omitted, and time and cost can be saved, and eco-friendly construction can be performed. In addition, the base plate is firmly pressed on the ground surface by simply tightening the sub-anchor so that the anchors embedded in the ground are firmly fixed, so that the structural stability of the structure provided on the ground can be improved without causing shaking of the anchors . In addition, the horizontal structure of the ground structure can be easily adjusted by applying the lining nut.

1 is a side view showing a ground rivet structure according to an embodiment of the present invention;
2 is a side view showing a state in which a ground rivet structure according to an embodiment of the present invention is installed.
3 is a side view of a ground structure according to an embodiment of the present invention.
4 is a plan view of a ground rivet structure according to an embodiment of the present invention.
5 is a flowchart illustrating a method of constructing a ground rivet structure according to an embodiment of the present invention.
6 is a flowchart illustrating a ground riveting structure construction process according to an embodiment of the present invention.

The present invention is capable of various modifications and various embodiments, and specific embodiments are illustrated and described in the drawings. It is to be understood, however, that the invention is not to be limited to the specific embodiments, but includes all modifications, equivalents, and alternatives falling within the spirit and scope of the invention. DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.

The terms first, second, etc. may be used to describe various components, but the components should not be limited by the terms. The terms are used only for the purpose of distinguishing one component from another.

The terminology used in this application is used only to describe a specific embodiment and is not intended to limit the invention. The singular expressions include plural expressions unless the context clearly dictates otherwise. In the present application, the terms "comprises" or "having" and the like are used to specify that there is a feature, a number, a step, an operation, an element, a component or a combination thereof described in the specification, But do not preclude the presence or addition of one or more other features, integers, steps, operations, elements, components, or combinations thereof.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT Hereinafter, embodiments of the present invention will be described in detail with reference to the accompanying drawings. Referring to the accompanying drawings, the same or corresponding components are denoted by the same reference numerals, .

FIG. 1 is a side view illustrating a ground rivet structure according to an embodiment of the present invention. FIG. 2 is a side view illustrating a ground rivet structure according to an embodiment of the present invention. FIG. FIG. 4 is a plan view illustrating a ground rivet structure according to an embodiment of the present invention. Referring to FIG. 1 to 4, the structure 1, the main anchor 10, the body 12, the tip 14, the incision 16, the head 18, the base plate 20, A main nut 30, a sub-anchor 40, a computer bolt 50, and a lining nut 52 are shown.

This embodiment relates to a ground rivet structure installed on the ground and in the ground to fix the ground mounting structure on the ground. Unlike the conventional method of simply tying an anchor on the ground, in the present embodiment, the base plate coupled to the front end of the main anchor is securely fixed to the ground with the sub-anchor, so that the main anchor is firmly fixed to the ground .

The ground rivet structure according to the present embodiment may be basically composed of a main anchor 10, a base plate 20, a main nut 30, and a sub anchor 40.

The main anchor 10 is a ground type component. A tip portion is connected to a distal end of the basic body 12 and a head portion 18 is connected to a distal end And may be formed in a connected shape.

As the main anchor 10, a steel pipe can be used. That is, the main body 12 of the main anchor 10 may be a cylindrical steel pipe. A rectangular pipe such as a square pipe may also be used as the main anchor 10. When the square pipe is used, the main anchor 10 buried in the ground is hard to rotate due to external force, so that the underground fixing force of the main anchor 10 can be improved.

The tip portion 14 serves to pierce the ground when the main anchor 10 is typed, and a horn-shaped member can be used. For example, when using the main pipe anchor 10, the conical tip 14 may be used. When the main pipe anchor 10 is used, a quadrangular pyramid tip 14 may be used.

The tip portion 14 may be joined to the distal end of the body 12 by welding or the like and may be fastened with a fitting or the like so that the tip can be physically separated later. When the tip portion 14 is separated and the distal end portion of the main anchor 10 is widened after the main anchor 10 is inserted, the tip portion 14 is coupled to the distal end of the body 12 in a detachable manner good.

The head portion 18 may be formed by a separate member that is a part to be hammered by a hammer or the like when the main anchor 10 is put on the ground and welded to the tip of the body 12 to connect the head portion 18, It is also possible to form the head portion 18 by molding the tip portion of the head portion 12.

A screw can be formed on the outer circumferential surface of the head portion 18 so that the main nut 30 can be fastened to the head portion 18 after seating the base plate 20 with the main anchor 10 as described later have.

In the case where the head portion 18 is formed as a separate member and then welded to the tip of the body 12, a metal bolt coating film may be used as the head portion 18 or a steel pipe pipe coating film formed on the outer surface thereof have. Alternatively, when the steel pipe is used as the main anchor 10, the head portion 18 can be formed by directly machining a screw shape at the tip portion of the body 12.

The head portion 18 according to the present embodiment is not only a portion for hitting with a hammer or the like but also a portion exposed to the ground when the tip portion 14 and the body 12 are inserted into the ground by using the main anchor 10 . That is, all or a part of the head portion 18 is exposed on the ground, so that the main nut 30 described later can be fastened.

The base plate 20 is a component that is attached to the ground surface of the main anchor 10. The through hole 22 is formed at the center of the base plate 20. A plurality of fixing holes 24 are formed in the periphery of the through hole 22 As shown in FIG.

The base plate 20 is formed such that the head portion 18 is exposed through the through hole 22 in a state where the head portion 18 is exposed to the ground by using the main anchor 10 as described above, (18) can be coupled to the main anchor (10) in such a way that it fits into the through hole (22). For this purpose, the size of the through-hole 22 can be made smaller than the outer diameter of the head portion 18.

The plurality of fixing holes 24 are disposed in the periphery of the through holes 22 and are arranged such that the fixing holes 24 are positioned near four corner points in the case of the base plate 20 having a rectangular planar shape as shown in FIG. . A screw may be formed on the inner circumferential surface of the fixing hole 24. When the bolt 50 is inserted into the fixing hole 24 formed with the screw as described above, (1) can be installed.

The base plate 20 according to the present embodiment is characterized in that a plurality of sub-nuts 26 are radially joined to the periphery of the through holes 22. [ Since the plurality of fixing holes 24 are perforated around the through hole 22 as described above, the sub nut 26 can be coupled to be positioned between the fixing holes 24. For example, when the fixing holes 24 are located near the four corners of the rectangular base plate 20 as shown in FIG. 4, the subnuts 26 are coupled to be positioned near four edges .

Since the sub nut 26 is a component that is fastened so that the sub anchor 40 passes through as described later, a hole or groove (refer to 'R' in FIG. 4) So that the sub-anchor 40 does not interfere with passing through the sub-nut 26. Or the sub-nut 26 may be coupled outwardly to the edge of the base plate 20 so as not to interfere with the penetration of the sub-anchor 40.

The sub-nut 26 may be coupled to the base plate 20 by welding or the like. When the sub-nut 26 is engaged, the sub-anchor 40 described later is inserted in the direction in which the nut hole of the sub-nut 26 is perforated. Therefore, the direction of the nut hole of the sub nut 26 determines the entry direction of the sub anchor 40 (see 's' in FIG. 2).

The sub-nut 26 according to the present embodiment is formed such that the direction of the nut hole is inclined so as to form a predetermined angle (see 'a' in FIG. 2) with respect to the entry direction of the main anchor 10 (20). That is, by joining the sub nut 26 in an inclined manner, the type direction of the sub anchor 40 can be made to be a predetermined angle with the type direction of the main anchor 10.

The sub anchor 40 is a component that is installed to be screwed into the sub nut 26 and inserted into the ground. The sub-anchor 40 is inclinedly inserted into the ground by inclining the sub-nut 26 as described above. By providing the sub-anchor 40 so as to form a predetermined angle with the entering direction of the main anchor 10, The plate 20 can be firmly fixed to the ground.

The sub anchor 40 according to the present embodiment may be installed at an angle of 30 degrees (or 40 degrees, or 45 degrees) or more from the entering direction of the main anchor 10. [ To this end, it is possible to engage with the base plate 20 at an inclined angle of the sub-nut 26 as described above.

Since the angle formed by the sub anchor 40 and the main anchor 10 is about 90 degrees when the main anchor 10 is vertically installed in the ground and the sub anchor 40 is lying horizontally on the ground, The angle formed by the entering direction of the sub anchor 40 and the entering direction of the main anchor 10 may be 30 to 90 degrees (or 45 to 60 degrees).

The head portion 18 of the main anchor 10 is exposed through the through hole 22 of the base plate 20 when the main anchor 10 is installed and the base plate 20 is installed. In this state, the main nut 30 can be fastened to the head portion 18. When the main nut 30 is fastened, the main nut 30 presses the base plate 20 so that the base plate 20 is pressed on the ground. For this purpose, the size of the through-hole 22 can be smaller than the outer diameter of the main nut 30.

A plurality of cut-outs 16 may be formed radially as shown in FIG. 1 at a portion where the tip portion 14 is coupled to the end of the main anchor 10. The section 16 is for later expanding the body 12. After the main anchor 10 is typed in the ground, the tip portion 14 is further tapped and separated from the end of the body 12 in the paper, The end of the body 12 can be widened so that a plurality of incisional incisions 16 can be widened by using a device such as a pipe (see Fig. 6). When the end of the main anchor 10 is widened in the ground, the ground resistance of the main anchor 10 can be improved because the resistance of the ground is greater when the main anchor 10 is pulled out.

On the other hand, since the plurality of fixing holes 24 described above are formed with screws on the inner circumferential surface, a plurality of bolts 50 can be fastened to the plurality of fixing holes 24, respectively. 3, when the plurality of lining nuts 52 are fastened to the plurality of bolts 50 before installing the ground structure 1, the ground structure 1 Of the lining nut 52 is supported by the lining nut 52.

That is, when the structure 1 is installed such that the computer bolts 50 are inserted into the holes formed in the bottom surface of the ground structure 1, a plurality of lining nuts 52 are supported by the bottom surface of the structure 1 . In this state, when the degree of fastening of the lining nut 52 is adjusted, the supporting height of the structure 1 is changed. As a result, the level of the ground structure 1 can be adjusted by adjusting the lining nut 52.

As described above, when the horizontal structure of the ground structure 1 can be adjusted by using a separate component (lining nut 52), it is not necessary to align the foundation structure (base plate 20) The difficulty of the construction becomes easy, and the cost and time can be reduced.

FIG. 5 is a flowchart illustrating a method of constructing a ground rivet structure according to an embodiment of the present invention, and FIG. 6 is a flowchart illustrating a construction process of a ground rivet structure according to an embodiment of the present invention. 5 to 6, the structure 1, the main anchor 10, the body 12, the tip 14, the incision 16, the head 18, the base plate 20, A main nut 30, a sub-anchor 40, a computer bolt 50, and a lining nut 52 are shown.

The present embodiment is a construction method for installing the above-mentioned ground rivet structure on the ground and in the ground.

6 (a), the tip portion 14 and the body 12 are inserted into the ground and the main anchor 10 is grounded so that a part of the head portion 18 is exposed to the ground (refer to FIG. 6 S100).

It should be noted that a plurality of cutouts 16 may be radially formed at a portion where the tip portion 14 of the main anchor 10 is coupled.

6 (b), after the main anchor 10 is inserted into the ground, the tip portion 14 is further cut and separated from the end of the body 12 in the paper, the end of the body 12 can be widened, as shown in Figs.

The grout material may be injected into the main anchor 10 as shown in FIG. 6 (d) after the distal end of the body 12 is widened so that the underground sticking force of the main anchor 10 is further improved.

However, the step of expanding the end of the main anchor body 12 and / or the step of injecting the grout material into the main anchor 10 (see Figs. 6 (b) to 6 (d) , Which may be omitted depending on the ground conditions.

6 (e), the base plate 20 is installed on the ground so that the head portion 18 is exposed through the through hole 22 (S200) The sub anchor 40 may be inserted into the main anchor 10 at an angle of 30 degrees (or 45 degrees) or more with respect to the entering direction of the main anchor 10 (S300).

The sub anchor 40 is inserted into the sub nut 26 so that the base plate 20 is formed with an inclination angle of 30 degrees (or 45 degrees) or more with respect to the entering direction of the main anchor 10 in order to obliquely insert the sub anchor 40. [ The sub-nut 26 can be inclinedly joined to form an angle as described above.

Next, as shown in FIG. 6 (g), the main nut 30 is fastened to the head portion 18 exposed through the through hole 22 so that the base plate 20 is pressed on the ground surface S400). Thus, the ground rivet structure according to the present embodiment is installed on the ground and the ground.

6 (h), a plurality of bolts 50 are fastened to the plurality of fixing holes 24 formed in the base plate 20, and a plurality of bolts 50 The lining nuts 52 can be fastened to each other (S500).

6 (i), if the structure 1 is installed such that the computer bolts 50 are inserted into the holes formed in the bottom surface of the ground structure 1, the bottom surface of the structure 1 is divided into a plurality of The lining nut 52 can be supported by the lining nut 52 (S600).

In this state, the level of the ground structure 1 can be adjusted by adjusting the degree of fastening of the lining nut 52 as described above.

While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it will be understood by those of ordinary skill in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims. And changes may be made without departing from the spirit and scope of the invention.

1: Structure 10: Main anchor
12: body 14:
16: Improvement of section 18:
20: base plate 22: through hole
24: Fixing hole 26: Sub nut
30: Main nut 40: Sub-anchor
50: bolt 52: lining nut

Claims (1)

A method of constructing a ground rivet structure installed on the ground and in the ground to fix the ground installation structure on the ground,
(a) a main anchor including a body, a horn-shaped tip portion connected to a distal end of the body, and a head portion connected to a proximal end of the body and having a screw formed on an outer circumferential surface thereof, Inserting the tip portion and the body into the ground so that the whole or a part of the head portion is exposed to the ground;
(b) a plurality of fixing holes drilled in the periphery of the through holes and formed with screws on the inner circumference surface, and a plurality of fixing holes radially coupled to the periphery of the through holes, A base plate including a plurality of sub-nuts slantingly joined to form a predetermined angle with the main anchor so that the head is exposed through the through hole;
(c) providing a sub-anchor to be engaged with the sub-nut, wherein the sub-anchor is inserted into the ground so as to form a predetermined angle with respect to the direction in which the main anchor enters; And
(d) tightening a main nut to the head portion exposed through the through hole, so that the base plate is pressed onto the ground,
Wherein a direction in which the sub-anchors are introduced forms an angle of 30 to 90 degrees with respect to an entry direction of the main anchors.
KR1020150066379A 2015-05-13 2015-05-13 Structure of ground rivet and construction method thereof KR20160133638A (en)

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KR1020150066379A KR20160133638A (en) 2015-05-13 2015-05-13 Structure of ground rivet and construction method thereof

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Application Number Priority Date Filing Date Title
KR1020150066379A KR20160133638A (en) 2015-05-13 2015-05-13 Structure of ground rivet and construction method thereof

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102440869B1 (en) * 2021-11-12 2022-09-06 주식회사 지스 Pillar structure of the street light, etc.

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100855381B1 (en) 2008-04-04 2008-09-04 주식회사 한국종합기술 Extension type ground anchor structure
KR101179055B1 (en) 2010-05-18 2012-09-03 주식회사 장평건설 An anchor assembly

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100855381B1 (en) 2008-04-04 2008-09-04 주식회사 한국종합기술 Extension type ground anchor structure
KR101179055B1 (en) 2010-05-18 2012-09-03 주식회사 장평건설 An anchor assembly

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR102440869B1 (en) * 2021-11-12 2022-09-06 주식회사 지스 Pillar structure of the street light, etc.

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