KR0134495Y1 - Anchor structure - Google Patents
Anchor structure Download PDFInfo
- Publication number
- KR0134495Y1 KR0134495Y1 KR2019950014247U KR19950014247U KR0134495Y1 KR 0134495 Y1 KR0134495 Y1 KR 0134495Y1 KR 2019950014247 U KR2019950014247 U KR 2019950014247U KR 19950014247 U KR19950014247 U KR 19950014247U KR 0134495 Y1 KR0134495 Y1 KR 0134495Y1
- Authority
- KR
- South Korea
- Prior art keywords
- anchor
- hole
- fixing hole
- adhesive
- fixing
- Prior art date
Links
- 239000000853 adhesive Substances 0.000 claims abstract description 27
- 230000001070 adhesive effect Effects 0.000 claims abstract description 27
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 46
- 230000037431 insertion Effects 0.000 claims description 23
- 238000003780 insertion Methods 0.000 claims description 23
- 229910052742 iron Inorganic materials 0.000 claims description 23
- 239000000126 substance Substances 0.000 abstract description 12
- 241000976924 Inca Species 0.000 abstract 1
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 239000011449 brick Substances 0.000 abstract 1
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000004873 anchoring Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000003822 epoxy resin Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 229920000647 polyepoxide Polymers 0.000 description 1
- 229920001225 polyester resin Polymers 0.000 description 1
- 239000004645 polyester resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
Classifications
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/14—Non-metallic plugs or sleeves; Use of liquid, loose solid or kneadable material therefor
- F16B13/141—Fixing plugs in holes by the use of settable material
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- F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
- F16—ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
- F16B—DEVICES FOR FASTENING OR SECURING CONSTRUCTIONAL ELEMENTS OR MACHINE PARTS TOGETHER, e.g. NAILS, BOLTS, CIRCLIPS, CLAMPS, CLIPS OR WEDGES; JOINTS OR JOINTING
- F16B13/00—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose
- F16B13/04—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front
- F16B13/06—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve
- F16B13/063—Dowels or other devices fastened in walls or the like by inserting them in holes made therein for that purpose with parts gripping in the hole or behind the reverse side of the wall after inserting from the front combined with expanding sleeve by the use of an expander
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
본 고안은 강도가 약한 벽돌 벽이나 오래된 콘트리트 벽에 무거운 물체나 돌출간판 같은 것을 달았을때 잉카가 빠지는 것을 방지하기 위하여 안전하게 고정 시키는 앙카가 빠지는 것을 방지하기 위하여 안전하게 고정 시키는 앙카에 관한 것으로 앙카 전용 케이칼 접착제를 사용하여 앙카 형성이 되어있는 상태에서 케미칼 접착제로, 콘크리트와 앙카 사이의 빈 공간을 완전히 접착시켜 주므로 완전한 앙카 형성이 되는 것을 말한다.The present invention relates to anchors that are securely fixed to prevent falling of anchors that are securely fixed to prevent inca from falling when a heavy object or protrusion sign is attached to a weak brick wall or an old concrete wall. The chemical adhesive in the state where the anchor is formed by using the knife adhesive, which completely bonds the empty space between the concrete and the anchor, is the complete anchor formation.
Description
제1도는 본 고안에 의한 앵커를 도시한 분해 사시도.1 is an exploded perspective view showing an anchor according to the present invention.
제2도는 (a), (b), (c)는 본 고안의 사용상태이다.2 is a (a), (b), (c) state of use of the present invention.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 고정공 2 : 볼트부재1 fixing hole 2 bolt member
10 : 접착제 30 : 원추형 핀10: adhesive 30: conical pin
40 : 앵커 42 : 삽입공40: anchor 42: insertion hole
44 : 걸림부 46 : 공간부44: locking portion 46: space portion
48 : 토출공48: discharge hole
본 고안은 앵커구조에 관한 것으로, 특히 앵커의 중간부에 공간부를 형성하고, 이 공간부 외주면에는 토출공을 형성하여, 상기 앵커를 콘크리트 벽에 형성된 고정공에 삽입하여 고정할 때, 이 앵커의 삽입공에 케미컬 접착제를 일정량 투입하여 삽입한 상태에서 이미 고정공에 삽입된 원추형의 철핀과 결합되도록 하여, 상기 케미컬 접착제가 원추형 철핀에 의해 토출공으로 밀려나와 공간부와 고정공 사이에 채워져 굳게 됨으로써, 상기 앵커는 1차적으로 원추형 철핀과 결합되면서 변형된 걸림부에 의해 고정공에 고정되고, 2차적으로 공간부와 고정공 사이에 채워져 굳은 케미컬 접착제에 의해 더욱 견고하고 유동이 없이 고정될 수 있는 앵커구조에 관한 것이다.The present invention relates to an anchor structure, in particular, to form a space portion in the middle of the anchor, the discharge hole is formed in the outer peripheral surface of the space portion, when the anchor is inserted into a fixed hole formed in the concrete wall to fix the By inserting a predetermined amount of the chemical adhesive into the insertion hole to be combined with the conical iron pin already inserted into the fixing hole, the chemical adhesive is pushed into the discharge hole by the conical iron pin is filled between the space portion and the fixing hole to be firm, The anchor is primarily fixed to the fixing hole by the engaging portion deformed while being combined with the conical iron pin, the anchor is secondly filled between the space portion and the fixing hole can be fixed more rigid and flow-free by hard chemical adhesive It's about structure.
일반적으로 앵커는 건물의 외벽이나 콘크리트 면에 고정 설치되는 기초볼트로, 벽면에 간판과 같은 중량물을 고정하여 설치할 경우에 사용된다.In general, anchor is a foundation bolt fixed to the outer wall or concrete surface of the building, it is used in the case of fixing a heavy object such as signboard on the wall.
이와 같은 종래기술에 의한 앵커는 콘크리트 벽에 구멍을 천공하고 이 구멍에 앵커를 망치로 가격하여 억지끼움할 때, 이 앵커의 끝단부가 변형되도록 하여 고정되는 것이나, 상기 콘크리트벽에 천공된 구멍과 앵커 사이에 유격이 형성되어 앵커가 흔들리는 문제점을 발생하고 있었고, 이러한 앵커에 중량물을 설치할 경우에, 안전사고의 위험이 있었던 것이다.The anchor according to the prior art is to be fixed by drilling the hole in the concrete wall and hitting the anchor with a hammer in the hole so that the end of the anchor is deformed, but the hole and anchor drilled in the concrete wall There was a problem that the gap is formed between the anchors to shake, if there is a heavy installation on these anchors, there was a risk of safety accidents.
이러한 문제점은 상기 콘크리트 벽면에 형성된 구멍에 일정시간 후에 경화되는 케미컬 접착제를 투입한 후에 상기 앵커를 삽입하여 상기 케미컬 접착제가 앵커의 외주면과 구멍의 내주면 사이를 채움으로써 어느 정도 해소될 수 있었으나, 콘크리트면이 수직으로 형성되어 있거나 천정일 경우에, 상기 구멍에 투입되는 케미컬 접착제가 흘러나와 그 역할을 다하지 못하고 있었고, 또한 상기 구멍의 크기를 앵커의 지름보다 크게 형성하여 그 공간부를 케미컬 접착제가 채우도록 함으로써, 앵커의 고정력은 접착제에 의해서만 이루어지고 있었고, 이로 인하여 상기 앵커가 구멍에서 이탈되는 문제점이 있었으며, 이러한 형식의 앵커는 상기 케미컬 접착제가 완전하게 경화된 후에 상기 앵커에 중량물을 설치해야 하는 불편함이 있었던 것이다.This problem could be solved to some extent by filling the hole formed in the concrete wall with the chemical adhesive that is cured after a certain time, and then inserting the anchor to fill the gap between the outer circumferential surface of the anchor and the inner circumferential surface of the hole. In the case of vertically formed or ceiling, the chemical adhesive injected into the hole flows out and cannot fulfill its role. Also, by forming the hole larger than the diameter of the anchor, the space is filled by the chemical adhesive. , The fixing force of the anchor was made only by the adhesive, there was a problem that the anchor is released from the hole, this type of anchor is inconvenient to install a heavy weight on the anchor after the chemical adhesive is completely cured It was.
본 고안은 상기와 같은 종래기술이 갖는 문제점을 해소하기 위하여 안출한 것으로, 본 고안의 목적은 앵커의 중간부에 케미컬 접착제가 원추형 철판에 밀려 토출될 수 있도록 토출공을 형성하고 토출된 케미컬 접착제가 채워질 공간부를 형성하여, 콘크리트 벽면에 형성된 고정공에 삽입되는 앵커가 그 일단 외주면에 형성된 걸림부에 의해 고정공에 견고하게 고정될 수 있음은 물론, 공간부에 채워진 케미컬 접착제에 의해 유동없이 고정될 수 있는 앵커구조를 제공하는데 있는 것이다.The present invention has been made in order to solve the problems of the prior art as described above, the object of the present invention is to form a discharge hole so that the chemical adhesive is pushed to the conical iron plate in the middle of the anchor and the discharged chemical adhesive By forming the space portion to be filled, the anchor inserted into the fixing hole formed in the concrete wall surface can be securely fixed to the fixing hole by the locking portion formed at its outer peripheral surface, as well as to be fixed without flow by the chemical adhesive filled in the space portion. It is to provide an anchor structure that can be.
상기와 같은 본 고안의 목적은 건물의 외벽이나 콘크리트 벽에 형성된 고정공에 볼트부재와 결합되어 삽입되고, 상기 고정공에 이미 삽입된 원추형 철핀이 일단에 형성된 삽입공으로 삽입되면서 걸림부가 변형되어 고정되고, 상기 고정공 사이에 접착제가 채워져 굳음으로써 견고히 고정되는 앵커의 고정구조에 있어서, 상기 앵커는 그 중간부에는 공간부가 형성되고, 이 공간부의 외부면에는 상기 삽입공과 연통되도록 토출공이 형성된 것을 특징으로 하는 앵커구조를 제공함으로써 달성된다.The purpose of the present invention as described above is inserted into the fixing hole formed in the outer wall or concrete wall of the building coupled with the bolt member, the conical iron pin is already inserted into the fixing hole is inserted into the insertion hole formed at one end and the locking portion is deformed and fixed In the anchoring structure of the anchor which is firmly fixed by filling the adhesive between the fixing hole, the anchor is characterized in that the space is formed in the middle portion, the outer surface of the space is characterized in that the discharge hole is formed so as to communicate with the insertion hole By providing an anchor structure.
상기와 같은 특징을 갖는 본 발명의 바람직한 실시예를 첨부된 도면을 토대로 상세히 설명하면 다음과 같다.Preferred embodiments of the present invention having the features as described above will be described in detail with reference to the accompanying drawings.
첨부된 도면 중에서, 제1도는 본 고안에 의한 앵커를 도시한 분해 사시도이고, 제2도는 본 고안의 사용상태도로, (a)는 콘크리트 고정공에 원추형 철판이 삽입된 상태를 도시한 사용전 상태이고, (b)는 콘크리트 고정공에 원추형 철핀이 삽입되고 앵커가 삽입된 상태를 도시한 상태이며, (c)는 상기 원추형 철핀이 앵커의 삽입공에 삽입되어 걸림부가 고정공의 내면에 밀착되고, 케미컬 접착제가 토출공으로 밀려나와 공간부에 채워진 상태이다.In the accompanying drawings, Figure 1 is an exploded perspective view showing the anchor according to the present invention, Figure 2 is a state of use of the present invention, (a) is a state before use showing a state where the conical iron plate is inserted into the concrete fixing hole (B) is a state in which the conical iron pin is inserted into the anchoring hole and the anchor is inserted, (c) is the conical iron pin is inserted into the insertion hole of the anchor and the engaging portion is in close contact with the inner surface of the fixing hole The chemical adhesive is pushed into the discharge hole and filled in the space.
첨부된 도면에 도시된 바와 같이, 본 고안은 다음과 같이 구성된다.As shown in the accompanying drawings, the present invention is constructed as follows.
건물의 외벽이나 콘크리트 벽에 형성된 고정공(1)에 볼트부재(2)와 결합되어 삽입되고, 상기 고정공(1)에 이미 삽입된 원추형 철핀(30)이 일단에 형성된 삽입공(42)으로 삽입되면서 걸림부(44)가 변형되고, 상기 고정공(1) 사이에 접착제(10)가 채워져 굳음으로써 견고히 고정되는 앵커(40)의 고정구조에 있어서, 상기 앵커(40)는 그 중간부에는 공간부(46)가 형성되고, 이 공간부(46)의 외주면에는 상기 삽입공(42)과 연통되도록 토출공(48)이 형성된 것이다.It is inserted into the fixing hole (1) formed in the outer wall or concrete wall of the building coupled with the bolt member (2), the conical iron pin 30 is already inserted into the fixing hole (1) into the insertion hole 42 formed at one end In the fixing structure of the anchor 40 is fixed while being inserted, the locking portion 44 is deformed, and the adhesive 10 is filled and hardened between the fixing holes 1, the anchor 40 is The space 46 is formed, and the discharge hole 48 is formed on the outer circumferential surface of the space 46 so as to communicate with the insertion hole 42.
이때, 상기 원추형 철핀(30)은 일단의 지름은 작고 타단의 지름은 크게 형성되어 일측으로 테이퍼지게 형성된 것이다.At this time, the conical iron pin 30 has a diameter of one end is small and the diameter of the other end is formed to be tapered to one side.
상기 앵커(40)는 전체적으로 중공형으로 형성되는데, 일단 내경에는 나사산이 형성되고, 타단에는 삽입공(42)이 형성되며, 이 타단 외주면에는 걸림부(44)가 형성된다. 또한, 이 앵커(40)의 중간부에는 앵커(40)의 외경보다 작게 공간부(46)를 형성하고, 이 공간부(46)의 외주면에는 상기 삽입공(42)과 연통되도록 토출공(48)을 천공한다.The anchor 40 is formed in a hollow shape as a whole, one end is formed with a screw thread, the other end is formed with an insertion hole 42, the other end outer peripheral surface is formed with a locking portion 44. In addition, a space portion 46 is formed in the middle portion of the anchor 40 smaller than the outer diameter of the anchor 40, and the discharge hole 48 is formed on the outer circumferential surface of the space portion 46 so as to communicate with the insertion hole 42. Perforate).
한편, 상기 삽입공(42)에 삽입될 접착제(10)는 폴리에스테르 수지나 에폭시수지를 사용하는 것이 바람직하고, 이 수지에 경화제를 섞어 일정량 삽입한다.On the other hand, the adhesive 10 to be inserted into the insertion hole 42, it is preferable to use a polyester resin or epoxy resin, a predetermined amount is inserted by mixing a curing agent to the resin.
상기와 같이 구성된 본 고안의 작용을 첨부된 도면을 토대로 상세히 설명하면 다음과 같다.Referring to the operation of the present invention configured as described above in detail based on the accompanying drawings as follows.
먼저, 제2도 (a)에 도시된 바와 같이, 콘크리트 면에 고정공(1)을 형성하되, 이 고정공(1)의 내경을 앵커(40)의 외경보다 약간 크게 천공하고, 이 고정공(1)에 원추형 철핀(30)을 삽입하되, 지름이 큰 부분이 고정공(1)의 내측을 향하도록 하여 삽입한다.First, as shown in FIG. 2 (a), the fixing hole 1 is formed in the concrete surface, and the inner diameter of the fixing hole 1 is drilled slightly larger than the outer diameter of the anchor 40. Insert a conical iron pin (30) in (1), but inserts the large diameter portion facing the inside of the fixing hole (1).
상기 고정공(1)에 원추형 철핀(30)이 삽입되면, 상기 앵커(40)와 볼트부재(2)를 체결하여 결합한다. 이때, 상기 볼트부재(2)의 끝단이 앵커(40)의 토출공(48)에 근접하도록 체결한다.When the conical iron pin 30 is inserted into the fixing hole 1, the anchor 40 and the bolt member 2 are coupled to each other. At this time, the end of the bolt member 2 is fastened so as to be close to the discharge hole 48 of the anchor (40).
상기 고정공(1)에 원추형 철판(30)이 삽입되고, 앵커(40)와 볼트부재(2)가 체결되어 결합된 상태에서, 제2도 (b)에 도시된 바와 같이, 상기 앵커(40)의 삽입공(42)에 접착제(10)를 일정량 삽입한 후 상기 고정공(1)에 삽입한다.Conical iron plate 30 is inserted into the fixing hole 1, the anchor 40 and the bolt member 2 in a state coupled to the fastening, as shown in Figure 2 (b), the anchor 40 After inserting a certain amount of adhesive 10 into the insertion hole 42 of the) is inserted into the fixing hole (1).
상기 앵커(40)가 고정공(1)에 삽입되어 그 끝단이 상기 원추형 철핀(30)의 일단면에 접촉되면, 제2도 (c)에 도시된 바와 같이 망치를 이용하여 상기 앵커(40)와 결합된 볼트부재(2)의 일단을 가격하여 원추형 철핀(30)이 앵커(40)의 삽입공(42)에 삽입되도록 한다.When the anchor 40 is inserted into the fixing hole 1 and the end thereof contacts the one end surface of the conical iron pin 30, the anchor 40 using a hammer as shown in Figure 2 (c) The one end of the bolt member (2) coupled with the conical iron pin 30 is to be inserted into the insertion hole 42 of the anchor 40.
상기 와 같이 원추형 철핀(30)이 앵커(40)의 삽입공(42)에 삽입되면서 걸림부(44)를 외측으로 변형시켜 거림부(44)가 고정공(1)의 내벽에 박히도록 하는 것이다. 이때, 상기 걸림부(44)가 보다 용이하게 변형되도록 하기 위해서 걸림부(44)에 길이방향으로 절개홈을 형성할 수도 있다.As described above, the conical iron pin 30 is inserted into the insertion hole 42 of the anchor 40 to deform the locking portion 44 to the outside so that the roughness 44 is driven into the inner wall of the fixing hole 1. . At this time, in order to more easily deform the locking portion 44 may be formed in the cutting groove 44 in the longitudinal direction.
상기와 같이 볼트부재(2)를 가격함으로써 원추형 철핀(30)이 삽입공(42)에 삽입되면서 걸림부(44)를 변형시켜 걸림부(44)가 고정공(1) 내벽에 박혀 상기 앵커(40)는 1차적으로 고정공(1)에 고정되는 것이고, 이때 상기 삽입공(42)에 삽입되어 있던 접착제(10)는 삽입공(42)으로 삽입되는 상기 원추형 철핀(30)에 밀려 앵커(40)의 중간부에 형성된 토출공(48)으로 밀려나오게 되고, 이와 같이 원추형 철핀(30)에 의해 상기 토출공(48)로 밀려나온 접착제(10)는 공간부(46)에 채워지면서 앵커(40)와 고정공(1) 내벽 사이로 스며들게 되는 것이며, 시간이 경과한 후에 공간부(46)와 틈새에 채워진 접착제(10)는 굳어지게 되어 걸림부(44)에 의해 고정된 앵커(40)가 유격없이 더욱 견고하게 고정되어 설치되는 것이다.By hitting the bolt member 2 as described above, the conical iron pin 30 is inserted into the insertion hole 42 to deform the locking portion 44 so that the locking portion 44 is embedded in the inner wall of the fixing hole 1 so that the anchor ( 40 is primarily fixed to the fixing hole (1), wherein the adhesive (10) inserted into the insertion hole 42 is pushed by the conical iron pin (30) inserted into the insertion hole 42 anchor ( The adhesive 10 is pushed out to the discharge hole 48 formed in the middle portion of the 40, and thus the adhesive 10 pushed out to the discharge hole 48 by the conical iron pin 30 is filled in the space 46, anchor ( 40 and the fixing hole (1) is to penetrate between the inner wall, and after the passage of time, the adhesive portion 10 filled in the space 46 and the gap is hardened so that the anchor 40 fixed by the catching portion 44 is It is more firmly installed without play.
이와 같이 앵커(40)의 삽입공(42)에 삽입된 접착제(10)가 원추형 철핀(30)에 의해 토출공(48)으로 밀려나와 공간부에 채워지고 앵커(40)와 고정공(1) 사이의 틈새에 채워져 굳어짐으로써 상기 앵커(40)는 유동없이 더욱 견고하게 고정될 수 있고, 이와 같이 견고하게 고정된 앵커(40)에 중량물을 설치하는 것이다.In this way, the adhesive 10 inserted into the insertion hole 42 of the anchor 40 is pushed into the discharge hole 48 by the conical iron pin 30 to be filled in the space, and the anchor 40 and the fixing hole 1 The anchor 40 can be more firmly fixed without flow by being filled and hardened in the gap between them, and the heavy object is installed in the anchor 40 securely fixed.
상기와 같은 본 고안에 의하면, 공간부(46)와 토출공(48)이 형성되고, 일단부에 걺리부(44)가 형성된 앵커(40)의 삽입공(42)에 원추형 철핀(30)이 삽입되면서 상기 걸림부(44)가 변형되어 콘크리트 벽에 형성된 고정공(1)의 내벽에 박히게 되어 상기 앵커(40)가 고정공(1)에 고정되고, 상기 원추형 철핀(30)이 삽입공(42)에 삽입되면서 삽입공(42) 내부로 투입되어 있던 접착제(10)를 압박하게 되고, 접착제(10)가 토출공(48)로 밀려나와 공간부(46)에 채워짐과 동시에, 앵커(40)의 외주면과 고정공(1)의 내벽 사이에 채워져 굳음으로써, 걸림부(44)에 의해 고정공(1)에 고정된 앵커(40)를 더욱 견고하고 유동없이 고정할 수 있고, 상기 접착제(10)가 굳기 전에도 앵커(40)가 걸림부(44)에 의해 고정공(1)에 견고하게 고정될 수 있는 효과가 제공되는 것이다.According to the present invention as described above, the conical iron pin 30 is formed in the insertion hole 42 of the anchor 40 in which the space portion 46 and the discharge hole 48 are formed and one end portion 44 is formed. The locking portion 44 is deformed while being inserted into the inner wall of the fixing hole 1 formed in the concrete wall so that the anchor 40 is fixed to the fixing hole 1, and the conical iron pin 30 is inserted into the insertion hole ( 42 is pressed into the insertion hole 42 while being pressed into the insertion hole 42, the adhesive 10 is pushed into the discharge hole 48 and filled in the space portion 46, the anchor 40 By filling between the outer circumferential surface of the fixing hole 1 and the inner wall of the fixing hole 1, the anchor 40 fixed to the fixing hole 1 by the locking portion 44 can be more firmly fixed without flow, and the adhesive ( Even before the 10 is hardened, the anchor 40 is provided with the effect of being firmly fixed to the fixing hole 1 by the locking portion 44.
Claims (1)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019950014247U KR0134495Y1 (en) | 1995-06-22 | 1995-06-22 | Anchor structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR2019950014247U KR0134495Y1 (en) | 1995-06-22 | 1995-06-22 | Anchor structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR970002258U KR970002258U (en) | 1997-01-24 |
| KR0134495Y1 true KR0134495Y1 (en) | 1999-05-01 |
Family
ID=19416154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2019950014247U KR0134495Y1 (en) | 1995-06-22 | 1995-06-22 | Anchor structure |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR0134495Y1 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100530453B1 (en) * | 2002-09-30 | 2005-11-22 | (주) 캐어콘 | Repairing method of old concrete structures by using anchors |
-
1995
- 1995-06-22 KR KR2019950014247U patent/KR0134495Y1/en not_active IP Right Cessation
Also Published As
| Publication number | Publication date |
|---|---|
| KR970002258U (en) | 1997-01-24 |
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