Structure and Construction Method for Anchor Bolt Type Earth Line Rod With Engaging Force
The anchor bolt type guy rod structure addresses non-standardized construction in rocky areas and concrete retaining walls by using an anchor bolt, sleeve, and resin injection to secure guy lines, improving quality and stability while shortening construction time.
Patent Information
- Authority / Receiving Office
- KR · KR
- Patent Type
- Patents
- Current Assignee / Owner
- KOREA ELECTRIC POWER CORP
- Filing Date
- 2025-06-20
- Publication Date
- 2026-07-15
AI Technical Summary
Conventional guy line construction methods are inadequate for rocky areas and concrete retaining walls, leading to non-standardized and lengthy construction processes with quality defects.
An anchor bolt type guy rod structure comprising an anchor bolt, sleeve, nut, washer, eye nut, and connecting ring, secured by shape deformation and resin injection, allowing standardized construction in challenging environments.
The solution ensures standardized guy line construction, improves quality, enhances stability, and reduces construction time in difficult locations.
Smart Images

Figure 112025069429540-PAT00003_ABST
Abstract
Description
Technology Field
[0001] The present invention relates to an anchor bolt type guy rod structure and a method of constructing the same, and more specifically, to an anchor bolt type guy rod structure and a method of constructing the same that can construct guy lines in locations where it is difficult to construct guy lines after construction of angles and anchor points (locations with bedrock, locations with concrete retaining walls, etc.). Background Technology
[0002] Conventionally, to support a utility pole, as shown in FIG. 1, a guy wire band (1) is installed at the top of the utility pole and a galvanized steel wire (2) is connected to it and fixed to the ground with a guy wire rod (3). A guy wire insulator (4) is installed in the middle of the galvanized steel wire (2) and a guy wire cover (5) is installed at the bottom, and a concrete foundation (6) is installed at the end of the guy wire rod (3) as a means to fix the guy wire rod (3).
[0003] That is, conventionally, as shown in the attached drawing Fig. 2, in order to fix the branch line rod (3) to the ground, a branch line root (7) is first inserted into the branch line rod (3), a square washer (8) is inserted into the lower groove of the branch line root (7), and then two nuts (9) are inserted on the outside of the washer (8) and completely tightened so that the two nuts (9) are in close contact with each other.
[0004] However, the type of equipment that combines the ground line rod (3) and the ground line root (7), washer (8), and two nuts (9) through the lower part of the ground line rod (3) can only be applied to ground line construction sites, but construction was impossible in mountainous areas (rocky areas) and roadside concrete structures because the type of equipment is not suitable.
[0005] That is, when there are difficult places to construct a guy line (rocky areas, concrete retaining walls, etc.) after the construction of angles and anchor posts, the guy line construction is absolutely necessary at angle posts and anchor posts due to concerns about pole inclination, but since construction is impossible with the conventional guy line rod (3) equipment form, the guy line rod (3) is cut and bent arbitrarily before construction is carried out, so the construction method is not standardized, making it difficult to improve quality, and there was a problem of construction defects occurring as well as construction time being long. Prior art literature
[0006] Republic of Korea Registered Utility Model No. 20-0258593 (December 11, 2001) The problem to be solved
[0007] The objective of the present invention is to provide an anchor bolt type guy rod structure and a method of construction thereof, which can improve quality and ensure construction convenience and stability by standardizing guy line construction standards on the ground, such as cut slopes in rocky areas and concrete retaining walls along roadsides, in consideration of existing problems. means of solving the problem
[0008] The anchor bolt type guy rod structure of the present invention for solving the above technical problem is characterized in that the guy rod (90), which supports a utility pole connected by a guy wire and is fixed to a drilled hole (200) of a rock or concrete retaining wall, comprises: an anchor bolt (100) inserted into the drilled hole (200); a sleeve (110) fitted into the outer diameter of the anchor bolt (100) and having its lower portion deformed when struck by a punching machine (210) and secured to the inner circumference of the drilled hole (200); a nut (120), a flat washer (130), a spring washer (140), and an eye nut (150) sequentially fitted and secured to the male threaded portion (104) of the anchor bolt (100) protruding from the upper portion of the sleeve (110); and a guy wire connecting ring (160) connected to the upper side ring portion (158) of the eye nut (150).
[0009] In another embodiment, the lower part of the anchor bolt (100) of the present invention is characterized by having an expansion portion (102) formed therein that gradually widens as it goes downward from a certain height so that the lower part of the sleeve (110) is caught thereon.
[0010] In another embodiment, the lower portion of the sleeve (110) of the present invention is characterized by having a cut portion (114) formed at a certain height of the sleeve (110) that opens downwards so as to descend along the expansion portion (102) upon impact, and is secured to the inner circumference of the perforation hole (200) to grasp the anchor bolt (100).
[0011] In another embodiment, the incision (114) of the present invention is characterized by being formed in multiple numbers at regular intervals on the lower circumference side of the sleeve (110).
[0012] As another embodiment, the present invention is characterized in that an anti-loosening projection (156) is formed between the lower central female screw portion (154) and the lower edge portion of the eye nut (150).
[0013] In another embodiment, the anti-loosening projection (156) of the present invention is characterized by being formed in multiple numbers at regular intervals along the lower circumference of the eye nut (150).
[0014] In another embodiment, the punching machine (210) of the present invention is characterized by being composed of a hollow tube having a lower outer diameter smaller than the upper outer diameter.
[0015] In another embodiment, the branch line connecting ring (160) of the present invention is characterized by being made of an insulating material.
[0016] Meanwhile, a method for constructing an anchor bolt type guy rod according to an embodiment of the present invention comprises: a step (S10) of forming a bore hole (200) by drilling into a rock or concrete retaining wall; a step (S20) of inserting an anchor bolt (100) fitted with a sleeve (110) into the bore hole (200); a step (S30) of striking the sleeve (110) by a punching machine (210) so that the sleeve (110) expands from the anchor bolt (100) within the bore hole (200) and is secured to the bore hole (200) to grip the anchor bolt (100); a step (S40) of injecting a resin (300) into the bore hole (200) to prevent moisture penetration; and a step (S50) of fastening an eye nut (150) to the anchor bolt (100) via a nut (120), a flat washer (130), and a spring washer (140). The method is characterized by comprising the step (S60) of connecting a branch line to a branch line connecting ring (160) connected to the loop portion (158) of the eye nut (150).
[0017] In another embodiment, the resin (300) of the present invention is characterized as being an epoxy resin. Effects of the invention
[0018] The present invention consists of an anchor bolt-type guy wire rod structure and a construction method thereof, in which a hole is formed in the ground, such as in a cut slope in a rocky area or a concrete retaining wall along a roadside, and the anchor bolt inside the hole is secured by shape deformation caused by striking a sleeve, and after fastening the anchor bolt and the eye nut, the guy wire connecting ring connected to the eye nut and the utility pole are connected as a guy wire. Therefore, it has the advantage of being able to standardize guy wire construction standards to improve quality, as well as ensure construction convenience and stability, and shorten construction time. Brief explanation of the drawing
[0019] FIG. 1 is an example diagram illustrating materials for guy wire construction to support a conventional utility pole. FIG. 2 is an example diagram showing the configuration of a conventional branch line lot. FIG. 3 is an exploded view of an anchor bolt type guy line rod structure according to the present invention. FIG. 4 is a combined diagram of an anchor bolt type guy line rod structure according to the present invention. FIG. 5(a) and 5(b) are state diagrams showing the anchor bolt type guy rod according to the present invention before and after punching in a rock drilling hole. FIG. 6 is a diagram showing the state in which resin is injected after the anchor bolt-type guy rod according to the present invention is punched into the female hole. FIG. 7 is a diagram showing the state in which an eye nut is coupled to an anchor bolt-type guy wire rod according to the present invention. FIG. 8 is a construction sequence diagram of an anchor bolt type guy wire rod according to the present invention. Specific details for implementing the invention
[0020] Hereinafter, preferred embodiments of the present invention will be described with reference to the accompanying drawings, FIGS. 3 to 8, in order to fully understand the present invention. Embodiments of the present invention may be modified in various forms, and the scope of the present invention should not be interpreted as being limited to the embodiments described in detail below. It should be noted that in each drawing, identical components may be illustrated with the same reference numerals. Detailed descriptions of known functions and components that are deemed to unnecessarily obscure the essence of the present invention are omitted.
[0021] Referring to FIGS. 3 to 7, the anchor bolt type guy line rod (90) of the present invention is fixed to a drilled hole (200) in a rock or concrete retaining wall and supports a utility pole connected by a guy line, and is composed of an anchor bolt (100), a sleeve (110), a nut (120), a flat washer (130), a spring washer (140), an eye nut (150), a guy line connecting ring (160), and a punching machine (210).
[0022] That is, the anchor bolt (100) is inserted into the drilled hole (200), and the lower part of the anchor bolt (100) is hooked with the lower part of the sleeve (110) and is formed with an expansion portion (102) that gradually widens from a certain height downwards so that it opens up upon impact, and the upper part of the anchor bolt (100) has a male screw portion (104) that is fastened with an eye nut (150).
[0023] The sleeve (110) has an insertion hole (112) formed therein so that an anchor bolt (100) can be inserted, and the lower part of the sleeve (110) has a cut portion (114) formed at a certain height of the sleeve (110) that is opened downward so that when struck by a punching machine (210), it slides down along the expansion portion (102) and spreads out or is crushed to be secured to the inner circumference of the drilled hole (200) to secure the anchor bolt (100).
[0024] At this time, it is preferable that a plurality of the above-mentioned incisions (114) be formed at regular intervals on the lower circumference side of the sleeve (110).
[0025] The above nut (120) is fastened to the male threaded portion (104) of the anchor bolt (100), and when the male threaded portion (104) of the anchor bolt (100) and the female threaded portion (154) of the eye nut (150) are fastened, it comes into close contact with the body (152) of the eye nut (150), thereby increasing the bonding strength.
[0026] The flat washer (130) and spring washer (140) are first fitted into the male threaded portion (104) of the anchor bolt (100) and serve to increase the bonding strength of the nut (120) so that the eye nut (150) does not come loose from the anchor bolt (100).
[0027] The above eye nut (150) has a female screw portion (154) formed in the lower center of the body (152), a ring portion (158) connected to a branch line connecting ring (160) formed in the upper part of the body (152), and an anti-loosening projection (156) formed between the female screw portion (154) in the center of the lower side of the body (152) and the lower edge side.
[0028] At this time, the above anti-loosening protrusions (156) are formed in multiple numbers at regular intervals along the lower circumference of the eye nut (150), and serve to prevent the nut (120) from loosening by increasing the contact force between the eye nut (150) and the spring washer (140).
[0029] The above-mentioned guy wire connecting ring (160) is made of a metal or insulating material that is connected to move along the loop portion (158) of the eye nut (150) and serves to be fixed to the lower part of the guy wire (wire) by a clamp. That is, the guy wire connecting ring (160) moves along the loop portion (158) when vibration of the guy wire occurs and dampens the vibration, thereby preventing damage caused by friction that may occur intensively at the part where the loop portion (158) and the guy wire are directly connected and come into contact (the part that cannot move and is connected in only one place).
[0030] The above punching machine (210) is positioned so as to be in vertical contact with the top of the sleeve (110) within the perforation hole (200), and when struck with a hammer or the like, the sleeve (110) descends along the anchor bolt (100), causing the lower part of the sleeve (110) to be spread open or deformed.
[0031] At this time, it is preferable that the above punching machine (210) be composed of a hollow tube with a lower outer diameter smaller than the upper outer diameter.
[0032] Referring to FIG. 8, the method for constructing an anchor bolt type guy rod of the present invention involves drilling into a rock or concrete retaining wall to form a hole (200), and then inserting an anchor bolt (100) fitted with a sleeve (110) into the hole (200).
[0033] Next, the sleeve (110) is struck by a punching machine (210) so that the sleeve (110) extends from the anchor bolt (100) within the hole (200) and is secured to the hole (200) while gripping the anchor bolt (100).
[0034] At this time, a resin (300) made of epoxy resin is injected into the space between the hole (200) and the sleeve (110) to prevent moisture from penetrating into the hole (200).
[0035] Next, a nut (120), a flat washer (130), and a spring washer (140) are fitted in sequence onto the male threaded portion (104) of the anchor bolt (100) protruding outside the drilled hole (200), and then a final eye nut (150) is fastened.
[0036] Next, the lower part of the branch wire is wound around the branch wire connecting ring (160) connected to the loop portion (158) of the eye nut (150), and then the branch wire is secured by a clamp so that it does not come undone, thereby completing the installation of the branch wire rod (90).
[0037] As such, the present invention is composed of an anchor bolt type guy line rod structure and a construction method thereof, wherein a hole (200) is formed in the ground, such as in a cut area of a rocky region or a concrete retaining wall along a roadside, and the anchor bolt (100) inside the hole (200) is secured by shape deformation caused by striking of a sleeve (110), and the anchor bolt (100) and an eye nut (150) are connected, and the guy line connecting ring (160) connected to the eye nut (150) is connected to the utility pole as a guy line. Therefore, by standardizing the guy line construction standards, not only can quality be improved, but construction convenience and stability can also be secured, and construction time can be shortened.
[0038] Meanwhile, the present invention is not limited to the embodiments described above, but can be implemented with modifications and variations within the scope of the essence of the invention, and such technical concepts to which modifications and variations are applied should also be considered to fall within the scope of the following patent claims. Explanation of the symbols
[0039] 90 : Guy rod 100 : Anchor bolt 102 : Extension part 104 : Male screw part 110 : Sleeve 112 : Insertion hole 114 : Incision 120 : Nut 130: Flat washer 140: Spring washer 150 : Eye nut 152 : Body 154 : Female thread 156 : Anti-loosening projection 158 : Loop part 160 : Guy wire connecting ring 200 : Perforation hole 210 : Punching machine 300 : Resin
Claims
Claim 1 A guy wire rod (90) that supports a pole connected by a guy wire and fixed to a hole (200) in a rock or concrete retaining wall comprises: an anchor bolt (100) inserted into the hole (200); a sleeve (110) fitted onto the outer diameter of the anchor bolt (100) and having its lower portion deformed when struck by a punching machine (210) to be secured to the inner circumference of the hole (200); and a nut (120), a flat washer (130), a spring washer (140), and an eye nut (150) that are sequentially fitted and fastened to the male threaded portion (104) of the anchor bolt (100) protruding from the upper part of the sleeve (110). The nut (120) is fastened to the male threaded portion (104) of the anchor bolt (100), and when the male threaded portion (104) of the anchor bolt (100) and the female threaded portion (154) of the eye nut (150) are fastened, it is in close contact with the body (152) of the eye nut (150) to increase the bonding force, and includes a branch line connecting ring (160) connected to the upper side loop portion (158) of the eye nut (150), wherein an expansion portion (102) is formed at the lower part of the anchor bolt (100) such that the lower part of the sleeve (110) is caught thereon, and the lower part of the sleeve (110) is formed to gradually widen from a certain height toward the lower part, and the lower part of the sleeve (110) is formed to descend along the expansion portion (102) upon impact and spread open to be bound to the inner surface of the drilled hole (200) to grip the anchor bolt (100). An anchor bolt type guy wire rod structure having a bonding force, characterized in that an opening (114) is formed at a certain height and is opened to the lower side, and the opening (114) is formed in multiple numbers at a certain interval on the lower circumference side of the sleeve (110), and an anti-loosening projection (156) is formed between the lower center female screw part (154) and the lower edge side of the eye nut (150), and the anti-loosening projection (156) is formed in multiple numbers at a certain interval on the lower circumference side of the eye nut (150), and the guy wire connecting ring (160) is made of an insulating material connected to the lower part of the guy wire by a clamp so as to dampen vibration while moving along the loop part (158).