KR920006950Y1 - Connection for removable concrete building - Google Patents
Connection for removable concrete building Download PDFInfo
- Publication number
- KR920006950Y1 KR920006950Y1 KR2019900017892U KR900017892U KR920006950Y1 KR 920006950 Y1 KR920006950 Y1 KR 920006950Y1 KR 2019900017892 U KR2019900017892 U KR 2019900017892U KR 900017892 U KR900017892 U KR 900017892U KR 920006950 Y1 KR920006950 Y1 KR 920006950Y1
- Authority
- KR
- South Korea
- Prior art keywords
- connector
- connection
- concrete building
- welded
- removable concrete
- Prior art date
Links
Classifications
-
- 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
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- 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
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
내용 없음.No content.
Description
제1도는 본 고안의 사시도.1 is a perspective view of the present invention.
제2도는 본 고안을 조립식 콘크리트 구조물에 설치한 상태의 일부 절개한 평면 축소도.2 is a partially cut-away plan view of the present invention installed in the prefabricated concrete structure.
제3도는 제2도의 "가"부분 확대도.3 is an enlarged view of the "a" part of FIG.
제4도는 제3도의 A-A선 단면도.4 is a cross-sectional view taken along the line A-A of FIG.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1, 2 : 연결구 1', 2' : 볼트공1, 2 connector 1 ', 2': bolt hole
3, 3' :면 4, 4' : 반원요구3, 3 ': Cotton 4, 4 ': Semicircle request
5 : 철근 6 : 용접부5: rebar 6: welded portion
7 : 콘크리트 구조물 8 : 볼트7: concrete structure 8: bolt
본 고안은 조립식 콘크리트 구조물의 연결구에 관한 것으로서, 요철형(KEY 구조)에서 연결구의 양 접합면을형상으로 제작 전체 구조에 결합을 완벅하게 하였으며 연결구 자체의 양측 날개에 반원 요구(凹構)를 형성하여 콘크리트 속에 매설되는 철근을 보다 쉽고 견고하게 부착할 수 있게 한 것이다.The present invention relates to a connector of a prefabricated concrete structure, and the two joint surfaces of the connector in the uneven type (KEY structure) Its shape is perfected in the overall structure, and semi-circle demands are formed on both wings of the connector itself to make it easier and more firm to attach reinforcing bars embedded in concrete.
종래의 연결구에 있어서는 원형 철근을 평편한 연결구의 양측 날개에 대고 전기용접을 하여 왔는데 이러한 용접 방법은 많은 용접봉을 소모하여 두껍게 용착하기 때문에 용접 시간이 오래 걸리며 인건비가 많이 드는 결점이 있었다. 또 다른 방법은 연결구에 나사공을 형성하고 철근 끝에 나사봉을 형성하는 것이었으나 이는 제조 경비가 많이 드는 결점이 있었다.In the conventional connector, electric welding has been performed by applying a circular reinforcing bar to both wings of a flat connector. This welding method consumes a lot of electrodes and welds thickly, so that welding time is long and labor costs are high. Another method was to form a screw hole in the connector and a screw rod at the end of the rebar, but this was a manufacturing costly drawback.
이러한 종래의 연결구의 결점을 해결 하기 위하여 안출한 본 고안은 연결구의 양측에 철근의 원형에 맞는 반원 요구를 형성하여 연결구에 철근을 용접할 때 그 위치가 정확할 뿐 아니라 원형의 양측을 필요이상 용접하지안어도 견고하고 신속하게 용접할 수 있는 장점을 가지게 고안 된 것인데 이를 도면에 의하여 상세히 설명하면 다음과 같다.The present invention devised to solve the drawbacks of the conventional connector is to form a semi-circle request for the reinforcement of the reinforcement on both sides of the connector so that the position is not only accurate when welding the rebar to the connector, and the two sides of the circle are not welded more than necessary. It is designed to have an advantage that can be welded firmly and quickly, which will be described in detail by the drawings as follows.
"ㄷ"자형의 통상의 연결구(1)(2)에 양 대접합면을(3)(3')형으로 면가공하고 통상의 연결구(1)(2)볼트공(1')(2')을 통하여 볼트 너트(8)로 체결토록 구성된 것에 있어서, 이 연결구(1)(2)의 양측에 반원 요구(4)(4')를 각각 요설하여 철근(5)을 대고 용접부(6)로 용착토록 된 구조이다.The two mating faces on the normal connector (1) (2) (3) This connector (1) (2), which is machined into a (3 ') shape and is configured to be fastened with a bolt nut (8) through a conventional connector (1) (2) bolt hole (1') (2 '). Semicircle requests (4) and (4 ') are provided on both sides of the structure so that the reinforcing bars (5) are welded to the welding section (6).
미설명부호(7)은 콘크리트 구조물을 표시한 것이다. 이와 같이 된 본 고안은 연결구(1)(2)에 철근(5)을 용착할 때에 반원요구(4)(4')에 같다대면 철근(5)가 반정도 묻히어 그 위치가 대단히 정확하며 철근(5)의 양측을 필요한 만큼만 용접하므로 철근과 연결구가 매우 견고히 용착되며 용접이 신속 간편 하면서도 작업의 경비를 절감하는 작용 효과가 있는 것이다.Reference numeral 7 denotes a concrete structure. When the reinforcing bar (5) is welded to the connector (1) (2) as described above, the present invention has the same shape as the semicircle request (4) (4 '). Since both sides of (5) are welded only as necessary, the reinforcing bar and the connector are welded very firmly, and the welding is quick and simple, and the work cost is reduced.
Claims (1)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019900017892U KR920006950Y1 (en) | 1990-11-21 | 1990-11-21 | Connection for removable concrete building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR2019900017892U KR920006950Y1 (en) | 1990-11-21 | 1990-11-21 | Connection for removable concrete building |
Publications (2)
Publication Number | Publication Date |
---|---|
KR920009607U KR920009607U (en) | 1992-06-16 |
KR920006950Y1 true KR920006950Y1 (en) | 1992-09-28 |
Family
ID=19305677
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
KR2019900017892U KR920006950Y1 (en) | 1990-11-21 | 1990-11-21 | Connection for removable concrete building |
Country Status (1)
Country | Link |
---|---|
KR (1) | KR920006950Y1 (en) |
-
1990
- 1990-11-21 KR KR2019900017892U patent/KR920006950Y1/en not_active IP Right Cessation
Also Published As
Publication number | Publication date |
---|---|
KR920009607U (en) | 1992-06-16 |
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