KR20000050021A - Cemmical anchor socket of steel bar - Google Patents
Cemmical anchor socket of steel bar Download PDFInfo
- Publication number
- KR20000050021A KR20000050021A KR1020000025184A KR20000025184A KR20000050021A KR 20000050021 A KR20000050021 A KR 20000050021A KR 1020000025184 A KR1020000025184 A KR 1020000025184A KR 20000025184 A KR20000025184 A KR 20000025184A KR 20000050021 A KR20000050021 A KR 20000050021A
- Authority
- KR
- South Korea
- Prior art keywords
- steel bar
- steel
- rebar
- anchor socket
- chemical
- Prior art date
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 32
- 239000010959 steel Substances 0.000 title claims abstract description 32
- 239000000126 substance Substances 0.000 claims abstract description 18
- 239000004593 Epoxy Substances 0.000 claims description 8
- 238000009434 installation Methods 0.000 claims description 4
- 238000000034 method Methods 0.000 claims 5
- 239000011521 glass Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 3
- 239000003822 epoxy resin Substances 0.000 abstract 1
- LNEPOXFFQSENCJ-UHFFFAOYSA-N haloperidol Chemical compound C1CC(O)(C=2C=CC(Cl)=CC=2)CCN1CCCC(=O)C1=CC=C(F)C=C1 LNEPOXFFQSENCJ-UHFFFAOYSA-N 0.000 abstract 1
- 229920000647 polyepoxide Polymers 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 30
- 230000037431 insertion Effects 0.000 description 4
- 238000003780 insertion Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 1
- 229920006332 epoxy adhesive Polymers 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/16—Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
- E04C5/162—Connectors or means for connecting parts for reinforcements
- E04C5/163—Connectors or means for connecting parts for reinforcements the reinforcements running in one single direction
- E04C5/165—Coaxial connection by means of sleeves
-
- 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
- F16B7/00—Connections of rods or tubes, e.g. of non-circular section, mutually, including resilient connections
- F16B7/04—Clamping or clipping connections
- F16B7/0406—Clamping or clipping connections for rods or tubes being coaxial
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B21—MECHANICAL METAL-WORKING WITHOUT ESSENTIALLY REMOVING MATERIAL; PUNCHING METAL
- B21F—WORKING OR PROCESSING OF METAL WIRE
- B21F15/00—Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire
- B21F15/02—Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire wire with wire
- B21F15/06—Connecting wire to wire or other metallic material or objects; Connecting parts by means of wire wire with wire with additional connecting elements or material
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- General Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
본 발명은 철근의 화학적인 고정 연결관에 관한 것으로서,철근 상호간의 연결을 견고하게 하며, 철근의 겹친길이 없이 시공할 수 있는 연결관에 관한 것이다.The present invention relates to a chemically fixed connector of the reinforcing bar, and to a connection tube that can be installed without the overlapping length of the reinforcing rods and the connection between the reinforcing bars.
일반적으로 철근이음시 철근의 겹친 이음 방식과 용접 이음 방식, 기계적 이음의 나사 이음방식등이 사용되어지나, 본 발명은 철근의 화학적인 고정연결관(CEMMICAL ANCHOR SOCKET OF STEEL BAR)으로 철근 상호간의 연결을 견고하게 하는 것이다.In general, overlapped joints, welding joints, mechanical joints, screw joints, etc. of the reinforcing bar is used, but the present invention is a chemical anchor connector of steel bar (CEMMICAL ANCHOR SOCKET OF STEEL BAR) To solidify.
본 발명의 목적은 종래의 문제점을 해결하기 위한 것으로서, 철근 상호간의 연결을 견고하게 하며, 철근의 겹친 이음길이 없이 시공하여 자재비및 시공비를 절감하도록 제공함에 있다.An object of the present invention is to solve the conventional problems, and to provide a connection between the reinforcing bars and to reduce the material cost and construction cost by constructing without overlapping reinforcing bars.
도 1은 원형 스틸관(2) 내부에 원형의 철근 화학적인 고정 연결관(1)을 내장하고 원형스틸관 외부에 콘크리트와 접착이 잘 될수 있도록 홈(3)을 일정 간격으로 설치하는 것을 나타내는 입면도 이다.Figure 1 is an elevational view showing the installation of a groove (3) at regular intervals to be built in a circular steel tube (2) inside a circular reinforced chemical fixed connector (1) and to be well adhered with concrete on the outside of the circular steel tube to be.
도 2은 원형 스틸관(2)과 원형의 철근 화학적인 고정 연결관(1)이 1/4L 부분은 나선식으로 체결하며, 3/4L 이하 부분이 익스펜션(EXPENSION) 될 수 있는 구조로 되어 있으며, 철근의 화학적인 고정 연결관 내부에 톱니모양(4)의 나선이 형성되어 있는 구조를 나타내는 단면도이다.2 is a circular steel tube (2) and a circular reinforced chemical fixed connection tube (1) 1 / 4L portion of the spiral fastening, 3 / 4L or less portion can be expanded (Expension) It is sectional drawing which shows the structure in which the spiral of the toothed shape 4 is formed in the chemically fixed connection pipe | tube of rebar.
도 3은 철근의 화학적인 고정 연결관 속으로 아래쪽의 철근(8)을 먼저 삽입하고, 유리관의 케미칼 에폭시 제품(5)을 설치한 후 위쪽의 철근(9)삽입을 나타내는 단면도이다.FIG. 3 is a cross-sectional view showing the first insertion of the bottom reinforcing bar 8 into the chemically fixed connector of the reinforcing bar, and the insertion of the upper reinforcing bar 9 after the installation of the chemical epoxy product 5 of the glass tube.
도 4는 철근의 화학적인 고정 연결관 속에 유리관의 케미칼 에폭시 제품이 삽입되는 철근(9)에 의해 파괴되어 케미칼 에폭시 제품으로 공극을 메우며(7), 강력한 접착성으로 철근과 철근을 연결시키고, 철근의 화학적인 연결관과 철근 사이를 스틸(STEEL) 쐐기(6)로 고정시키는 단면도이다.4 is broken by reinforcing bars (9) into which chemical epoxy products of glass tubes are inserted into chemically fixed connectors of reinforcing bars, filling voids with chemical epoxy products (7), and connecting reinforcing bars and reinforcing bars with strong adhesive properties. Is a cross-sectional view of fixing between the steel tube (6) and the steel (STEEL) wedge (6).
도 5는 원형의 철근 화학적인 고정 연결관(1)으로 연결관 길이의 3/4L 이하까지 너비 약 1 MM 정도의 홈을 파고 중간을 축소시켜 익스펜션(EXPENSION) 작용이 될 수 있도록 나타내는 입면도이다.FIG. 5 is an elevation view showing a circular reinforcing chemical fixed connector 1 that can be expanded by digging a groove having a width of about 1 mm up to 3 / 4L or less of the connector length and reducing the middle thereof. .
도 6은 원형의 철근 화학적인 고정 연결관(1)을 8 - 16 등분 하고 등분한 부분에 약 1 MM 정도의 홈이 나타나는 단면도이다.FIG. 6 is a cross-sectional view showing a groove of about 1 MM in a circular ferrochemical fixed connector 1 divided into 8 to 16 equal parts.
< 도면에 사용된 주요 부호의 설명 ><Description of Main Codes Used in Drawings>
1: 원형의 철근 화학적인 고정 연결관 2: 원형 스틸관 3: 홈1: circular steel chemical fixed connector 2: circular steel tube 3: groove
4: 톱니모양의 나선 5: 유리관의 케미칼 에폭시 제품 6: 스틸 쐐기4: serrated spiral 5: chemical epoxy product of glass tube 6: steel wedge
상기 목적을 달성하기 위한 본 발명은 원형 스틸관(2)내에 원형의 철근 화학적인 고정 연결관(1)을 설치하고 유리관의 케미칼 에폭시 제품(5)을 사용해서 철근 상호간의 연결을 견고하게 하도록 구성되어 있다.The present invention for achieving the above object is configured to install a circular ferrochemical fixed connector (1) in the circular steel tube (2) and to use the chemical epoxy product (5) of the glass tube to secure the connection between the reinforcing bars It is.
도 2의 원형스틸관(2)내에 철근의 화학적인 고정 연결관(1)을 원형 스틸관 끝단에서 1/4L 지점까지 원형 스틸관(2)과 철근의 화학적인 고정 연결관(1)을 나선식 이음으로 체결하고 원형 스틸관(2) 외부면에 콘크리트와 접착이 잘 되도록 홈을 판다.In the circular steel tube 2 of FIG. 2, the chemically fixed connector 1 of the reinforcing bar is shown by the circular steel tube 2 and the chemically fixed connector 1 of the reinforcing bar up to 1 / 4L from the end of the circular steel tube. It is fastened with wire joints and grooves are made to adhere to concrete on the outer surface of the round steel tube (2).
철근의 화학적인 고정 연결관(1)내부의 3/4L은 철근 삽입 방향으로 톱니모양(4)의 나선과 끝 부분을 갈고리 모양을 형성하고, 도 5와 같이 중간 부위를 축소시켜 익스펜션(EXPENSION) 되도록 하여 삽입한 철근이 빠지지 않도록 형성한다.3 / 4L inside the chemically fixed connector 1 of the rebar hooks the spirals and ends of the teeth 4 in the rebar insertion direction, and reduces the intermediate portion as shown in FIG. 5 to expand the expansion (EXPENSION). ) So that the inserted rebars do not fall out.
수직 철근의 양쪽 철근 삽입시 먼저 아래 부분의 철근을 삽입한 후 위 부분의 철근 삽입전에 유리관의 케미칼 에폭시 제품(5)을 설치하고 철근을 삽입하여 케미칼 에폭시 접착제가 철근 상호간의 연결을 견고하게 형성한다.When inserting both reinforcing bars of vertical reinforcing bars, insert the lower reinforcing bars first, and then install the chemical epoxy products (5) in the glass tube and insert the reinforcing bars before inserting the upper reinforcing bars. .
수평 철근의 양쪽 철근 삽입시 좌측 철근을 먼저 삽입하고, 우측 철근 삽입전 유리관의 케미칼 에폭시 제품(5)을 설치하고 철근을 삽입하여 케미칼 에폭시 접착제가 철근 상호간의 연결을 견고하게 형성한다.When inserting both reinforcing bars of horizontal reinforcing bars, the left reinforcing bar is inserted first, and the chemical epoxy product (5) of the glass tube is installed before the right reinforcing bar is inserted, and the reinforcing bars are inserted to form a solid connection between the chemical epoxy adhesives.
철근 삽입 완료 후 스틸 쐐기(6)를 철근의 화학적인 고정 연결관과 철근 사이에 2 개소 설치하여 철근이 빠지지 않도록 하고, 작업자가 작업을 용이하게 할수 있도록 한다.After the rebar insertion is completed, two steel wedges 6 are installed between the chemically fixed connection pipe of the rebar and the rebar to prevent the rebar from falling out and to facilitate the worker's work.
이상에서 설명한 본 발명의 실시 예에 의하면, 철근과 철근 이음시 철근의 화학적인 고정 연결관을 사용하여 철근의 이음을 견고하게 하고, 작업이 쉽고, 작업의 속도가 빠르며 철근의 겹친 이음길이없이 시공할 수 있는 효과가 있다.According to the embodiment of the present invention described above, by using a chemically fixed connector of the reinforcing bar and the reinforcing bar reinforcement of the reinforcement of the reinforcement of the reinforcing bars, easy to work, the speed of work and construction without overlapping joint length It can work.
Claims (6)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020000025184A KR20000050021A (en) | 2000-05-10 | 2000-05-10 | Cemmical anchor socket of steel bar |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020000025184A KR20000050021A (en) | 2000-05-10 | 2000-05-10 | Cemmical anchor socket of steel bar |
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KR20000050021A true KR20000050021A (en) | 2000-08-05 |
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KR1020000025184A KR20000050021A (en) | 2000-05-10 | 2000-05-10 | Cemmical anchor socket of steel bar |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100377923B1 (en) * | 2000-12-06 | 2003-03-29 | 김영찬 | apparatus for connecting inserting-type iron rod and method thereof |
KR100730540B1 (en) * | 2006-07-28 | 2007-06-20 | 정승이 | Reinforcing bar coupler |
CN106639160A (en) * | 2016-05-19 | 2017-05-10 | 株式会社恩图恩 | Steel sleeve |
KR101864133B1 (en) * | 2017-07-06 | 2018-06-04 | 주식회사 대창 | One-behavior type prefabricated manhole |
-
2000
- 2000-05-10 KR KR1020000025184A patent/KR20000050021A/en not_active Application Discontinuation
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100377923B1 (en) * | 2000-12-06 | 2003-03-29 | 김영찬 | apparatus for connecting inserting-type iron rod and method thereof |
KR100730540B1 (en) * | 2006-07-28 | 2007-06-20 | 정승이 | Reinforcing bar coupler |
CN106639160A (en) * | 2016-05-19 | 2017-05-10 | 株式会社恩图恩 | Steel sleeve |
CN106639160B (en) * | 2016-05-19 | 2020-06-09 | 金花 | Steel bar sleeve |
KR101864133B1 (en) * | 2017-07-06 | 2018-06-04 | 주식회사 대창 | One-behavior type prefabricated manhole |
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