KR200461661Y1 - Fixing structure for handrail - Google Patents
Fixing structure for handrail Download PDFInfo
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- KR200461661Y1 KR200461661Y1 KR2020080011357U KR20080011357U KR200461661Y1 KR 200461661 Y1 KR200461661 Y1 KR 200461661Y1 KR 2020080011357 U KR2020080011357 U KR 2020080011357U KR 20080011357 U KR20080011357 U KR 20080011357U KR 200461661 Y1 KR200461661 Y1 KR 200461661Y1
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- wire
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 12
- 238000004519 manufacturing process Methods 0.000 description 10
- 238000010276 construction Methods 0.000 description 9
- 229910045601 alloy Inorganic materials 0.000 description 6
- 239000000956 alloy Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 5
- 238000005452 bending Methods 0.000 description 4
- 238000005520 cutting process Methods 0.000 description 3
- 229920003002 synthetic resin Polymers 0.000 description 3
- 239000000057 synthetic resin Substances 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229910000851 Alloy steel Inorganic materials 0.000 description 1
- 235000013527 bean curd Nutrition 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000012783 reinforcing fiber Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 238000005482 strain hardening Methods 0.000 description 1
- 239000000126 substance Substances 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
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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
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
본 고안은 하나의 강선으로 구성되며, 원형 형상의 두부(1)와, 그 하부에 삼각형 형상의 몸체(2)와, 상기 몸체(2)의 중간부에 외부로 돌출되어 계단식으로 형성된 보강부(3)와, 상기 몸체(2)의 하부 양측에 전후방으로 연장된 받침대(4)로 구성된 와이어 앙카에 관한 것이다.The present invention consists of a single steel wire, a circular head (1), a triangular body (2) in the lower portion, and the reinforcement formed in a stepped step projecting to the outside in the middle of the body (2) ( 3) and a wire anchor composed of pedestals 4 extending forward and backward on both lower sides of the body 2.
와이어앙카. Wire anchor.
Description
본 고안은 하나의 합금재질 와이어로 구성된 와이어앙카에 관한 것이다.The present invention relates to a wire anchor consisting of one alloy wire.
일반적으로 콘크리트건축구조물 제조시 먼저 바닥에 콘크리트몰탈을 주입하여 바닥부 제조시 앵커볼트를 삽입시켜 함께 양생시킨 다음, 삽입된 앵커볼트를 이용하여 측면 거푸집을 지지하여 콘크리트 건축구조물의 측면을 건설하여 왔다.In general, when manufacturing concrete construction structures, concrete mortar is first injected into the floor, and anchor bolts are cured together when the bottom part is manufactured. Then, the side of the concrete building structure has been constructed by supporting the side formwork using the inserted anchor bolts. .
이때 바닥제조시 삽입되는 앵커 볼트는 통상 2개 이상의 다단앵커볼트로 구성되어 1개의 로프 또는 철근 강봉 등에 장착하거나, 앵커볼트 자체에 구멍을 뚫어 로프에 연결하거나, 원형 고리형상의 철물하부에 "ㄷ"자 형상의 기재를 삽입시켜 제조하여 왔다. At this time, the anchor bolt that is inserted at the time of manufacturing the floor is usually composed of two or more multi-stage anchor bolts to be mounted on one rope or rebar steel rod, or to connect to the rope by drilling a hole in the anchor bolt itself, It has been produced by inserting "shaped substrates.
기존의 앙카들은 각종 캡이나 코일등의 부속품을 장착시켜 비용이 올라가고, 작업조건이 변함에 따라 부속품의 제작규격이 달라지고 종류가 늘어나고, 안전도가 떨어지고, 일부해외제품은 안전도를 이유로 가격이 비싸고 설치조건에 따라 다양한 보조도구를 필요로 하는 문제점이 있어 왔다. 따라서, 이러한 문제점을 해결하고자 많은 연구가 있어 왔다.Existing anchors are equipped with accessories such as caps and coils, and the cost increases, and as the working conditions change, the manufacturing specifications of the accessories vary, the type increases, the safety is low, and some overseas products are expensive and installed because of safety. There has been a problem that requires various auxiliary tools depending on the conditions. Therefore, there have been many studies to solve this problem.
예를 들면, 국내공개특허공보 공개번호 제10-2003-0031044호에는 교량, 댐, 터널, 옹벽, 암거, 건축물 등의 구조물을 설치하여 프리스트레스트 하기 위하여 천공홀의 길이 또는 깊이가 수십 또는 수백미터의 구멍에 pc강선, 와이어로프, 보강섬유로프 등을 삽입하여 천공홀에 압축공기와 추진-캡을 이용하여 로프와 앵커볼트를 깊은 천공홀에 삽입 정착하는 방법이 기재되어 있으며,For example, Korean Laid-Open Patent Publication No. 10-2003-0031044 has a length or depth of tens or hundreds of meters for prestressing by installing structures such as bridges, dams, tunnels, retaining walls, culverts, buildings, and the like. PC steel wire, wire rope, reinforcing fiber rope, etc. are inserted into the hole, and the method of inserting and fixing the rope and anchor bolt into the deep hole by using compressed air and the prop-cap in the hole is described.
동 공보 공개번호 제10-1996-0023867호에는 금속제 및 화학수지로 앙카볼트를 제작함에 있어 머리가 있거나 없는 스터드볼트 몸체에 구멍을 뚫고(갯수나 위치나 모양을 불문한다.), 각종 와이어를 끼워 넣고자 볼트몸체에 홈을 만드는 것이며 홈은 볼트길이 방향과 직각 방향의 홈이나 동일방향의 홈이나 사선방향의 홈이든 불문한다. 또한 홈의 갯수도 여러개 있어도 된다.(홈은 볼트제가 후 절삭하여 가공하거나, 볼트의 제작단계에서 와이어로드를 열간이나 냉간에서 금헝으로 가공시 홈을 만들어 낸 후 나사선을 가공하거나, 비용절감을 위하여 열간이나 냉간에서 금형으로 가공시 홈과 나사선을 동시에 가공하여도 좋고, 더 비용절감을 위하여 나사선은 태핑이나 절삭보다는 열간이나 냉간에서 금형으로 완만한 굴곡으로만 된 나사선을 만들어 사용할 수 있는 기술이 공개되어 있음을 알 수 있다. Publication No. 10-1996-0023867 discloses holes in stud bolt bodies with or without heads in the manufacture of anchor bolts made of metal and chemical resins (regardless of the number, location or shape), and by inserting various wires. A groove is formed in the bolt body to be inserted, and the groove may be a groove perpendicular to the length of the bolt, a groove in the same direction or a groove in the diagonal direction. In addition, the number of grooves may be several. (The grooves are to be cut and processed after bolts, or the wire rods are processed during hot or cold working in the manufacturing process of the bolts to make threads, or to reduce the cost. In the case of hot or cold die cutting, grooves and threads can be processed at the same time.In order to reduce costs, the screw thread can be used to make a screw thread with only a gentle bend in hot or cold die rather than tapping or cutting. It can be seen that.
본 발명은 상기와 같은 규격변화에 쉽게 조건을 재질, 직경, 길이, 모양, 표면처리등을 바꾸어서 설치할 수 있으며, 기존 앙카볼트처럼 어떠한 조건의 변화에 따라 별도의 앙카 캡이나 코일 등의 제작에 시간이나 비용이 들지 않는 등 경제적인 문제점들을 더욱 제거하여 편리성과 견고성을 향상시키고자 고안된 와이어앙카 를 제공하는 것이 본 고안이 해결하고자 하는 과제인 것이다.The present invention can be installed by changing the conditions, such as material, diameter, length, shape, surface treatment, etc., easily in accordance with the standard change as described above, the time in the production of a separate anchor cap or coil according to the change of any condition like the existing anchor bolt It is a problem to be solved by the present invention to provide a wire anchor designed to further improve the convenience and robustness by further removing economic problems such as no cost.
본 발명은 상기와 같은 문제점을 감안한 강선 또는 합금으로 된 철선으로 구성되어 재료비가 저렴하고 부속품의 제작이 불필요하여 비용이 저렴하며, 설치시 힘과 시간이 절약되도록, 두부, 몸체, 보강부, 받침대로 구성된 와이어앙카를 제공하는 것이 본 발명이 이루고자 하는 과제해결수단인 것이다.The present invention is composed of steel wire or alloy steel wire in consideration of the above problems, the material cost is low, and the production of accessories is unnecessary, the cost is low, the head, body, reinforcement, pedestal so as to save power and time during installation It is a problem solving means to achieve the present invention to provide a wire anchor consisting of.
본 고안은 하나의 합금 또는 강선으로 된 와이어를 굴곡시켜 제조되어, The present invention is manufactured by bending a wire of one alloy or steel wire,
설치시 힘과 시간이 절약되고, 추가적인 부속품의 제작이 불필요하여 비용이 저렴하며, 와이어앙카가 쉽게 콘크리트몰탈에 위치되어 시공이 용이하고, 규격변화에 쉽게 조건을 재질, 직경, 길이, 모양, 표면처리등을 바꾸어서 설치할 수 있으며, 받침대에 합성수지로 코팅처리하여 녹발생을 방지하였고, 기존 앙카볼트처럼 어떠한 조건의 변화에 따라 별도의 앙카 캡이나 코일등의 제작에 시간이나 비용이 들지 않는 등 경제적인 효과가 있는 것이다. It saves power and time during installation, and it is inexpensive because it does not require the manufacture of additional accessories, and wire anchors are easily placed on concrete mortar for easy construction, and it is easy to change the specifications of material, diameter, length, shape, surface. It can be installed by changing the treatment, and it is coated with synthetic resin on the pedestal to prevent rust generation, and it is economical because it does not take time or cost to manufacture separate anchor caps or coils according to the change of conditions like the existing anchor bolts. It works.
상기와 같은 목적을 달성하기 위하여 본 고안은 하나의 합금 으로 구성된 강선을 굴곡시켜 제조되며, 원형 형상의 두부(1)와, 그 하부에 삼각형 형상의 몸체(2)와, 상기 몸체(2)의 중간부에 외부로 돌출되어 계단식으로 형성된 보강부(3)와, 상기 몸체(2)의 하부 양측에 전후방으로 연장된 받침대(4)로 구성된 와이어 앙카에 관한 것이다.In order to achieve the above object, the present invention is manufactured by bending a steel wire composed of one alloy, a circular head (1), a triangular shaped body (2) and a lower portion of the body (2) It relates to a wire anchor consisting of a
본 고안은 강선 재질로 합금이면 더욱 좋으나 원가가 비싸므로 강선 재질을 굴곡시켜 제조되며, 시공후 두부만 바닥 상부로 돌출되어 거푸집등을 고정시키도록 이용하고, 거푸집등을 이용하여 콘크리트 구조물이 완성되면 두부의 하단부를 절단하여 매립하는 것으로서, 매립시공을 용이하도록 구조를 개량한 것이다.The present invention is better if the alloy is a steel wire material, but the cost is expensive, so it is manufactured by bending the steel wire material, and after construction, only the head is protruded to the upper floor to fix the formwork, The lower end of the head is cut and embedded, and the structure is improved to facilitate the embedding construction.
본 고안의 두부는 거푸집 고정 고리가 삽입될 수 있는 원형, 삼각, 사각, 오각형, 육각형등 다양한 형상으로 할 수 있으며,The head of the present invention can be made into various shapes such as round, triangular, square, pentagonal, hexagonal, which can be inserted into the die fixing ring,
몸체의 중간부에 설치된 보강부는 콘크리트 타설시 상부로 이탈하는 현상을 방지하고자, 설치한 것으로서, 계단식, 원형, 반원형,타원형 으로 몸체의 중간에 설치할 수 있고,The reinforcement part installed in the middle part of the body is installed to prevent the phenomenon of escaping to the upper part when placing concrete, and it can be installed in the middle of the body in a stepped shape, a circular shape, a semicircle shape, an ellipse shape,
받침대는 와이어앙카를 삽입후 콘크리트 타설시 넘어지는 것을 방지하고자, 몸체 양쪽의 하부에 설치되며 좌우로 전후대칭이 되게 설치하여 중심을 잡도록 구조를 개량하였으며, 구조의 형상은 전후로 연장시키거나, "ㄷ" 자 형상으로 하거나, "ㄹ" 자 형상, 원형으로 연장된 형상, 또는 지그자그로 전후로 연장된 형상으로 할 수도 있다. The pedestal is installed on the lower part of both sides of the body to prevent it from falling when the wire anchor is inserted. It may be made into the shape "", the shape "d", the shape extended in a circle, or the shape extended back and forth by a zigzag.
이하, 고안을 도면을 참고하여 상세히 설명하면 다음과 같다.Hereinafter, the invention will be described in detail with reference to the drawings.
도1은 본 고안의 와이어앙카의 상세도, 도2는 본 고안의 와이어앙카 시공 상세도, 도3은 본 고안의 와이어앙카 사용후 절단된 상세도, 도4는 본 고안의 와이어앙카의 다른예, 도4는 종래의 앙카 상세도를 도시한 것이며, 두부(1), 몸체(2), 보강부(3), 받침대(4)를 나타낸 것임을 알 수 있다.Figure 1 is a detailed view of the wire anchor of the present invention, Figure 2 is a detailed view of the construction of the wire anchor of the present invention, Figure 3 is a detailed view cut after using the wire anchor of the present invention, Figure 4 is another example of the wire anchor of the
구조를 살펴보면, 본 고안의 와이어앙카는 도1내지 도3에 도시된 바와 같이, Looking at the structure, the wire anchor of the present invention is shown in Figure 1 to Figure 3,
하나의 합금 와이어또는 강선으로 구성되며, 원형 형상의 두부(1)와, 그 하부에 삼각형 형상의 몸체(2)와, 상기 몸체(2)의 중간부에 외부로 돌출되어 계단식으로 형성된 보강부(3)와, 상기 몸체(2)의 하부 양측에 전,후방으로 연장되며 합성수지가 코팅처리된 받침대(4)로 구성된 구조임을 알 수 있다.Consists of a single alloy wire or steel wire, a circular head (1), a triangular body (2) at the bottom and a stepped reinforcement protruding outwards in the middle of the body (2) ( 3), it can be seen that the structure is composed of a pedestal (4) coated with a synthetic resin extending forward and backward on both lower sides of the body (2).
본 고안의 또다른 와이어앙카는 도4에 도시된 바와 같이, Another wire anchor of the present invention is shown in Figure 4,
다양한 형태로 두부가 원형, 삼각형, 사각형, 오각형, 육각형등의 형상으로 할 수 있으며, 몸체의 보강부 또한 계단식, 원형의 형상으로 할 수 있으며,Tofu in various forms can be round, triangular, square, pentagonal, hexagonal, etc., and the reinforcement of the body can also be a stepped, circular shape,
바닥부 또한 "ㄷ" 자 형상으로 하거나, "ㄹ" 자 형상, 원형으로 연장된 형상, 또는 지그자그로 전후로 연장된 형상으로 제작할 수 있는 것이다.The bottom part may also be manufactured in a "c" shape, a "d" shape, a circular shape, or a zigzag shape.
한편, 본 고안의 받침대는 합성수지로 코팅처리하여 녹발생을 감소시키돌고 하였다. On the other hand, the pedestal of the present invention was to reduce the occurrence of rust by coating with synthetic resin.
제조 및 시공상태를 살펴보면, 일자로 된 강선 또는 합금으로 된 하나의 금속선을 굴곡장치로 중앙상부에 원형의 두부를 형성하고, 두부 하부에 삼각형상을 이루도록 양쪽하부로 연장시켜 몸체를 형성시키되, 몸체의 중간부에 외부로 돌출되어 계단식, 또는 원형의 보강부를 형성한 후에 하부에는 전후로 연장시켜 받침대를 형성시키되, "ㄷ" 자 형상으로 하거나, "ㄹ" 자 형상, 원형으로 연장된 형상, 또는 지그자그로 전후로 연장된 형상을 형성하여 제조한 다음, Looking at the manufacturing and construction state, a metal head of a straight steel wire or alloy is formed with a bending device to form a circular head in the upper part of the center, extending to both lower parts to form a triangular shape in the lower part of the head to form a body, After protruding to the outside in the middle of the step to form a stepped or circular reinforcement, the lower portion is extended back and forth to form a pedestal, and the "c" shape, or "ㄹ" shape, the shape extending in a circle, or jig To form a shape that extends back and forth, and then
시공은 원하는 위치에 본 고안의 와이어앙카를 위치시킨 후, 두부 하부까지 콘크리트 타설을 하여 매립시켜 바닥부를 양생시킨 후에,After construction, place the wire anchor of the subject innovation in the desired position, and then pour the concrete to the lower part of the head to bury the bottom part,
바닥부의 상부에 돌출된 본 고안의 와이어앙카의 두부에 걸고리를 걸어 거푸 집을 시공하여 콘크리트 구조물을 완성 한 후, 와이어 앙카의 두부를 절단기로 절단한 다음, 콘크리트로 마무리하여 시공 또는 사용하는 방법인 것이다.After finishing the concrete structure by hanging the hook on the head of the wire anchor of the present invention projecting to the upper part of the bottom part, after cutting the head of the wire anchor with a cutter, it is a method of construction or use. .
도1은 본 고안의 와이어앙카의 상세도, 1 is a detailed view of the wire anchor of the present invention,
도2는 본 고안의 와이어앙카 시공 상세도, Figure 2 is a detailed view of the wire anchor construction of the present invention,
도3은 본 고안의 와이어앙카 사용후 절단된 상세도Figure 3 is a detailed view cut after using the wire anchor of the present invention
도4는 본 고안의 와이어앙카의 다른예 Figure 4 is another example of the wire anchor of the present invention
도5는 종래의 앙카 상세도 Figure 5 is a detailed view of the conventional anchor
<도면의 주요부분에 대한 부호의 설명> <Description of the symbols for the main parts of the drawings>
두부(1), 몸체(2), 보강부(3), 받침대(4). Head (1), body (2), reinforcement (3), pedestal (4).
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| KR2020080011357U KR200461661Y1 (en) | 2008-08-26 | 2008-08-26 | Fixing structure for handrail |
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| Application Number | Priority Date | Filing Date | Title |
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| KR2020080011357U KR200461661Y1 (en) | 2008-08-26 | 2008-08-26 | Fixing structure for handrail |
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| Publication Number | Publication Date |
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| KR20100002367U KR20100002367U (en) | 2010-03-08 |
| KR200461661Y1 true KR200461661Y1 (en) | 2012-07-30 |
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| KR2020080011357U KR200461661Y1 (en) | 2008-08-26 | 2008-08-26 | Fixing structure for handrail |
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| KR (1) | KR200461661Y1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101329689B1 (en) | 2012-02-13 | 2013-11-14 | 배용웅 | wire fixing tool for concrete form support |
| KR200472336Y1 (en) * | 2013-01-16 | 2014-04-17 | (주)일신세파볼트 | Length control apparatus of rope |
| KR101599980B1 (en) | 2015-05-11 | 2016-03-04 | 정옥순 | A wire anchor with improved safety |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR102173450B1 (en) | 2018-12-26 | 2020-11-03 | 정옥순 | A wire anchor with improved support power |
| US20230417072A1 (en) * | 2022-06-27 | 2023-12-28 | JMR Technologies | Thermally Insulated Tilt-Up Wall Lift and Brace Assemblies |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62111018A (en) * | 1985-11-08 | 1987-05-22 | Wako Sangyo Kk | Anchor for branch line |
| JP2002070006A (en) * | 2000-08-28 | 2002-03-08 | Okabe Co Ltd | Method of executing wire anchor and its wire anchor |
| JP2003090040A (en) | 2001-09-17 | 2003-03-28 | Yoshida Kouzou Design:Kk | Anchor tension member and construction method of anchor |
-
2008
- 2008-08-26 KR KR2020080011357U patent/KR200461661Y1/en not_active IP Right Cessation
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS62111018A (en) * | 1985-11-08 | 1987-05-22 | Wako Sangyo Kk | Anchor for branch line |
| JP2002070006A (en) * | 2000-08-28 | 2002-03-08 | Okabe Co Ltd | Method of executing wire anchor and its wire anchor |
| JP2003090040A (en) | 2001-09-17 | 2003-03-28 | Yoshida Kouzou Design:Kk | Anchor tension member and construction method of anchor |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101329689B1 (en) | 2012-02-13 | 2013-11-14 | 배용웅 | wire fixing tool for concrete form support |
| KR200472336Y1 (en) * | 2013-01-16 | 2014-04-17 | (주)일신세파볼트 | Length control apparatus of rope |
| KR101599980B1 (en) | 2015-05-11 | 2016-03-04 | 정옥순 | A wire anchor with improved safety |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20100002367U (en) | 2010-03-08 |
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