KR200478187Y1 - Structure of ground rivet - Google Patents

Structure of ground rivet Download PDF

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Publication number
KR200478187Y1
KR200478187Y1 KR2020150003055U KR20150003055U KR200478187Y1 KR 200478187 Y1 KR200478187 Y1 KR 200478187Y1 KR 2020150003055 U KR2020150003055 U KR 2020150003055U KR 20150003055 U KR20150003055 U KR 20150003055U KR 200478187 Y1 KR200478187 Y1 KR 200478187Y1
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KR
South Korea
Prior art keywords
ground
anchor
nut
hole
sub
Prior art date
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KR2020150003055U
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Korean (ko)
Inventor
윤석진
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윤석진
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Priority to KR2020150003055U priority Critical patent/KR200478187Y1/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
    • E02D5/00Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/22Piles
    • E02D5/34Concrete or concrete-like piles cast in position ; Apparatus for making same
    • E02D5/38Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds
    • E02D5/44Concrete or concrete-like piles cast in position ; Apparatus for making same making by use of mould-pipes or other moulds with enlarged footing or enlargements at the bottom of the pile

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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

The ground rivet structure is started. 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 horn-shaped tip portion connected to the end of the body; and 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

{Structure of ground rivet}

The present invention relates to a ground rivet structure.

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 background information is technical information acquired by the inventor for the purpose of deriving the invention or derived from the derivation of the invention, and can not necessarily be a known technology disclosed to the general public before the application of the invention.

Korean Patent No. 10-1179055 discloses an anchor assembly for a soft ground in which a tensile material can be easily removed and a rocker block can be fixed to an insertion hole under 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

The present invention provides a ground rivet structure which is simple in construction and can be firmly fixed to the ground as a foundation structure for a ground structure.

Other objects of the present invention will be readily understood from the following description.

According to an aspect of the present invention, there is provided a ground rivet structure installed on the ground and in the ground to fix a ground mounting structure to the ground, the ground rivet structure comprising a body, a conical tip portion connected to a distal end of the body, a main anchor which is connected to a 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.

Other aspects, features, and advantages other than those described above will become apparent from the following drawings, the claims for utility model registration claims, and the detailed description of the design.

According to the embodiment of the present invention, there is no need to excavate the ground and pour concrete, so that wet construction can be omitted, thereby saving time and cost and making environment-friendly construction possible. In addition, the base plate is firmly pressed on the ground 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;
FIG. 2 is a side view showing a state in which a ground rivet structure according to an embodiment of the present invention is installed. FIG.
3 is a side view showing a state in which a ground structure according to an embodiment of the present invention is installed.
4 is a plan view showing a ground rivet structure according to an embodiment of the present invention;
5 is a flowchart showing a construction method of 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 should be understood, however, that the intention is not to limit the invention to the particular embodiments, but to cover all modifications, equivalents, and alternatives falling within the spirit and scope of the invention. In the following description of the present invention, a detailed description of related arts will be omitted if it is determined that the gist of the present invention may be blurred.

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 herein is for the purpose of describing particular embodiments only and is not intended to be limiting of 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 EMBODIMENTS 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 showing 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. 3 is a cross- FIG. 4 is a plan view illustrating a ground rivet structure according to an embodiment of the present invention. 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 also inclinedly inserted into the ground by inserting the sub-nut 26 in an inclined manner. 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.

It will be apparent to those skilled in the art that various modifications and variations can be made in the present invention without departing from the spirit or scope of the invention as defined in the appended claims. It will be understood that the invention may be modified and varied without departing from the 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 (3)

A ground rivet structure installed on the ground and in the ground to fix the ground mounting structure to the ground,
And a head portion connected to a proximal end of the body and having a screw formed on an outer circumferential surface thereof, wherein the tip portion and the body are connected to a proximal end of the body, the tip portion being connected to a distal end of the body, The main anchor being inserted into the ground so that all or a part of the head portion is exposed to the ground;
And a plurality of fixing holes formed on the inner circumferential surface of the through hole and perforated in the periphery of the through hole, wherein the head part is coupled to the main anchor so as to be exposed through the through hole, A base plate;
A plurality of subnuts coupled radially to the periphery of the through holes and slantedly coupled to the nut so that the direction of the nut holes forms 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 entry direction of the main anchor;
And a main nut fastened to the head portion exposed through the through hole to allow the base plate to be pressed onto the ground,
The sub-anchor entering direction is at an angle of 30 to 90 degrees with respect to the entry direction of the main anchor,
Wherein a plurality of cutouts are radially formed at the distal end of the body, and after the main anchor is typed in the ground, the tip is further detached from the distal end of the body, And the ground fixing force of the main anchor is improved by expanding the end of the body.
delete The method according to claim 1,
A plurality of bolts are fastened to the plurality of fixing holes and a plurality of lining nuts are fastened to the plurality of bolts so that the bolts are inserted into the bottom surface of the structure, And the level of the structure is adjusted by adjusting the degree of engagement of the plurality of lining nuts.
KR2020150003055U 2015-05-13 2015-05-13 Structure of ground rivet KR200478187Y1 (en)

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101681505B1 (en) * 2016-08-11 2016-12-01 원일산업 주식회사 Prop unit for safety fencd
WO2017193794A1 (en) * 2016-05-09 2017-11-16 江苏大学 Frost protection machine fixed support with side extending plate at bottom
KR200485781Y1 (en) * 2017-07-31 2018-02-21 (주)코러싱 Installation structure of street light
KR102192736B1 (en) * 2020-05-11 2020-12-17 주식회사 다솔이앤씨 Umbrella type microfile and the construction method for the same
KR102651176B1 (en) * 2023-04-20 2024-03-26 김영미 Steel pile foundation and its construction method

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100657454B1 (en) 2006-04-26 2006-12-14 (주)던조경 Foundation apparatus for supporting structure
KR101167687B1 (en) * 2011-03-07 2012-07-25 주식회사 일광솔라에너지 Solar photovoltaic power generation equipment with the solar photovoltaic power generation module support body

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100657454B1 (en) 2006-04-26 2006-12-14 (주)던조경 Foundation apparatus for supporting structure
KR101167687B1 (en) * 2011-03-07 2012-07-25 주식회사 일광솔라에너지 Solar photovoltaic power generation equipment with the solar photovoltaic power generation module support body

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017193794A1 (en) * 2016-05-09 2017-11-16 江苏大学 Frost protection machine fixed support with side extending plate at bottom
GB2565722A (en) * 2016-05-09 2019-02-20 Univ Jiangsu Frost protection machine fixed support with side extending plate at bottom
KR101681505B1 (en) * 2016-08-11 2016-12-01 원일산업 주식회사 Prop unit for safety fencd
KR200485781Y1 (en) * 2017-07-31 2018-02-21 (주)코러싱 Installation structure of street light
KR102192736B1 (en) * 2020-05-11 2020-12-17 주식회사 다솔이앤씨 Umbrella type microfile and the construction method for the same
KR102651176B1 (en) * 2023-04-20 2024-03-26 김영미 Steel pile foundation and its construction method

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