KR860002663Y1 - Support - Google Patents

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Publication number
KR860002663Y1
KR860002663Y1 KR2019810006733U KR810006733U KR860002663Y1 KR 860002663 Y1 KR860002663 Y1 KR 860002663Y1 KR 2019810006733 U KR2019810006733 U KR 2019810006733U KR 810006733 U KR810006733 U KR 810006733U KR 860002663 Y1 KR860002663 Y1 KR 860002663Y1
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KR
South Korea
Prior art keywords
inner tube
support plate
plate
binding
support
Prior art date
Application number
KR2019810006733U
Other languages
Korean (ko)
Other versions
KR830001786U (en
Inventor
서석원
Original Assignee
태양강업주식회사
서석원
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 태양강업주식회사, 서석원 filed Critical 태양강업주식회사
Priority to KR2019810006733U priority Critical patent/KR860002663Y1/en
Publication of KR830001786U publication Critical patent/KR830001786U/en
Application granted granted Critical
Publication of KR860002663Y1 publication Critical patent/KR860002663Y1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G25/04Shores or struts; Chocks telescopic
    • E04G25/06Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/061Shores or struts; Chocks telescopic with parts held together by positive means by pins
    • E04G25/063Shores or struts; Chocks telescopic with parts held together by positive means by pins with safety devices to avoid the accidental loss or unlocking of the pin, e.g. chains attaching the pin to the prop
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G2025/003Supports therefor, e.g. tripods
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00Shores or struts; Chocks
    • E04G2025/006Heads therefor, e.g. pivotable

Abstract

내용 없음.No content.

Description

건축용 비계잭(Jack)Construction Scaffolding Jack

제1도는 본 고안의 전체 외형 사시도.1 is a perspective view of the overall appearance of the present invention.

제2도는 본 고안의 요부를 발췌한 상태의 일부 절결 사시도.Figure 2 is a partially cutaway perspective view of the state of extracting the main portion of the present invention.

제3도는 종래의 것을 일부 절결한 상태의 사시도.3 is a perspective view of a state in which a conventional one is partially cut out.

제4a도 및 제4b도는 본 고안의 제작상태도.4a and 4b is a state of manufacture of the present invention.

본원 고안은 고층건물이나 각종 터널 공사시 비계에 놓고 비계목이나 패널을 간편하게 지지할 수 있게 형성된 비계잭(Jack)에 있어서 원주상의 외관 및 내관과 지지판 및 괘임판의 결속구조에 관한 것이다.The present invention relates to a circumferential external appearance and inner tube, a support plate, and a binding structure in a scaffold jack formed on a scaffold in a high-rise building or various tunnel constructions so as to easily support a scaffold or a panel.

종래에 있어서는 수종의 비계잭이 안출 사용되어 오고 있으나 상하부에 결속된 대판상의 지지판과 괘임판을 용접으로서 용착시켜 사용하였던 것으로 용접을 함에 따라 제작 공정시 시간과 인력의 손실을 가져 왔다.Conventionally, several kinds of scaffolding jacks have been used. However, the welding of the support plate and the grating plate on the upper and lower parts bound to the upper and lower parts is performed by welding. As a result of welding, time and manpower are lost during the manufacturing process.

또한 사용함에 있어서는 장기간 사용시 용접 부분이 약하여 비계잭의 생명이라 할 수 있는 지지역활을 제대로 못하였으며 특히 장기간 사용시 몸체는 견고성을 그대로 유지하고 있는데 용접부분에 부식이 생겨 비계잭 자체를 폐기시켜야 하는 비경제성을 내포하고 있었던 것이다.In addition, in long-term use, the welding part is weak for long periods of use, so the local area life, which is the life of the scaffolding jack, is not properly maintained.In particular, the body maintains its rigidity after long-term use. It was to contain.

본원은 상기한 결함등을 보완하기 위하여 안출한 것으로서 이를 첨부도면에 의거 상세히 설명하면 다음과 같다.The present application devised to compensate for the above-described defects and described in detail based on the accompanying drawings as follows.

기존하는 비계잭의 동체인 원주상의 외관(1) 및 내관(2)단부에 통상의 대판상의 지지판(3) 및 괘임판(4)을 결속함에 있어서, 외관(1) 및 내관(2)에 지지판(3) 및 괘임판(4)을 각각 삽설한후 외관(1) 및 내관(2)의 선단을 압압하되 지지판(3) 및 괘임판(4)을 결속하는 외관(1) 및 내관(2)의 단면이자형(15)으로 성형되게 결속시킨 것이다.In the case of binding the support plate 3 and the backing plate 4 of the ordinary plate on the circumferential exterior (1) and the inner tube (2) end of the fuselage of the existing scaffold jack, the outer shell (1) and the inner tube (2) After inserting the support plate 3 and the support plate 4 respectively, the front end 1 and the inner pipe 2 are pressed together while pressing the ends of the support plate 3 and the support plate 4, respectively. ) Cross section It is bound to be shaped into a female (15).

미설명부호에 있어서 제1도중 5는 괘지핀(6)을 꽂기 위하여 내관(2)에 등간격으로 천공한 통공이고, 7은 괘지핀(6)을 꽂은 내관(2)을 압상시키는 링체이고, 8은 상기한 링체(7)의 압상을 도와주는 압상안내 나사부이고, 9는 압상안내 나사부(8)에 할개된 중공이다. 또한 제3도는 종래의 예로서 10은 지지판(3')과 외관(1')을 용착시킨 용착부이며, 제4도는 본원 고안을 형성하는 일실시예로서, 성형대(11)에 고정시킨 외관(1)이나 내관(2)에 결속할 지지판(3)이나 괘임판(4)을 삽설한후 그 선단 주연을 프레스(12)로 압축하여 이들을 압압 결속시키는 예이다.In the reference numeral 5 in FIG. 1 is a through-hole perforated at equal intervals in the inner tube 2 to insert the pin 6, 7 is a ring body to press the inner tube 2 is inserted pin 6 pin, 8 is a pressure guide screw part which helps the above-mentioned rolling of the ring body 7, and 9 is the hollow which split into the pressure guide guide part 8. 3 is a welded portion in which the support plate 3 'and the external appearance 1' are welded as a conventional example, and FIG. 4 is an external appearance fixed to the molding table 11 as an embodiment of the present invention. After inserting the support plate 3 or the board 4 to be bound to (1) or the inner tube 2, the edge of the tip is compressed with a press 12 to press them.

본 고안의 요부인 지지판(3)과 괘임판(4)을 외, 내관(1)(2)에 결속함을 좀 더 상세히 살펴보면,Looking at the binding plate to the inner tube (1) (2) other than the support plate (3) and the hanging plate (4), which is the main part of the present invention,

먼저 제4a도에서 도시한 바와같이 성형대 내측에 외관 또는 내관을 끼워 넣은 후 선단부에 지지판 또는 괘임판을 끼운다.First, as shown in FIG. 4a, an outer tube or an inner tube is fitted inside the forming table, and then a supporting plate or a grating plate is fitted to the tip.

이어서 프레스에 의해 외내관 선단부를 압축하게 되면 도면 제4b도와 같이 선단부가 프레스의 압력에 의해 절곡되면서 지지판 또는 괘임판이 내외관의 선단부에 결속되는 것이다.Subsequently, when the tip of the inner tube is compressed by the press, as shown in FIG. 4B, the tip is bent by the pressure of the press, and the support plate or the hanging plate is bound to the tip of the inner tube.

이와같이 결속되는 과정은 프레스의 1회 왕복에 의해 이루어지는 것으로 종래의 용접에 의한 결속 보다는 제조 공정시간이 단축된다.The binding process is performed by a single reciprocation of the press, and the manufacturing process time is shorter than that of the conventional welding.

이와같이 구성된 본원 고안은 사용시에는 종래의 것과 동일한 동작 즉, 제1도에서 보는 바와같이 비계목이나 패널을 괴는 장소에 옮겨놓고 그 높이만큼 높이기 위하여 일단 통공(5)에서 괘지핀(6)을 뽑고 내관(2)을 상방으로 뽑아 올린후 통공(5)과 압상 안내 나사부(8)의 중공(9)을 합공시켜 다시 괘지핀(6)을 삽설하여 일단 내관(2)을 괘지시켜 놓고 압성시키는 링체(7)를 회전시켜 압상하는 소기의 목적을 달성하게 되는 것이다.When the present invention configured as described above is used in the same operation as that of the conventional one, that is, as shown in FIG. 2) pulls upwards and then joins the hollow 9 of the through hole 5 and the guiding guide screw 8, and inserts the pin 6 again to hang the inner tube 2 and press the ring body 7 to be pressed. By rotating), the desired purpose of rolling up is achieved.

이러한 본원 고안은 사용면에서는 종래의 것과 동일하다 하겠으나 종래의 것은 상기한 바와같이 외관 및 내관에 지지판과 괴임판을 형성시킴에 있어서 통상의 기술수단인 용접에 의해 이를 부착시켰기 때문에 괘임도중 이들의 융착부(10)가 하중을 이기지 못하고 탈리되어 안전 사고등의 위험을 초래하는 등의 허다한 반면에 본원 고안은 외관(1) 및 내관(2)에 지지판(3)과 괘임판(4)을 각각 형성시킴에 있어서, 외관 및 내관(2)에 지지판(3) 및 괘임판(4)을 각각 삽설한후 외관(1) 및 내관(2)의 선단을 압압하되 지지판(3) 및 괘임판(4)을 결속하는 외관(1) 및 내관(2)의 단면이자형으로 성형되게 결속함으로서 열로서 융착하는 것보다 견고성이 풍부함은 물론자상으로 자연 받침구가 형성되는 결과를 가져옴으로 그 하중에 대해서도 보다 큰 하중을 지지할 수 있는 견고하고도 안정성을 지닌 신규유용의 실용적인 고안인 것이다.The present invention is the same as the conventional one in terms of use, but the conventional one is attached to them by welding, which is a common technical means in forming the support plate and the plate in the outer tube and the inner tube as described above, While the welded part 10 does not overcome the load and is detached to cause a risk of a safety accident, etc., the present invention devises a support plate 3 and a hanging plate 4 on the exterior 1 and the inner tube 2, respectively. In forming, inserting the support plate 3 and the support plate 4 into the exterior and the inner tube 2, respectively, and press the ends of the exterior (1) and the inner tube (2), but the support plate (3) and the guide plate (4) ) And the cross section of the outer tube (1) and inner tube (2) By binding to be shaped into a shape, it is rich in firmness than fusion as heat. It is a practical design of a new utility with a solid and stable that can support a larger load even with the load, resulting in the formation of a natural support ball in a magnetic shape.

Claims (1)

기존하는 비계잭의 동체인 원주상의 회관(1) 및 내관(2)단부에 통상의 대판상의 지지판(3) 및 괘임판(4)을 결속함에 있어서 외관(1) 및 내관(2)에 지지판(3) 및 괘임판(4)을 각각 삽설한후 외관(1) 및 내관(2)의 선단을 압압하되 지지판(3) 및 괘임판(4)을 결속하는 외관(1) 및 내관(2)의 단면이자형(15)으로 성형되게 결속시킨 것을 특징으로 하는 건축용 비계잭.Support plate on the exterior (1) and the inner tube (2) in binding the support plate (3) and the backing plate (4) on the circumferential hall (1) and the inner tube (2) end, which is the fuselage of the existing scaffold jack, (3) and the inner plate (4), respectively, after pressing the front end of the outer tube (1) and the inner tube (2) while binding the support plate (3) and the inner plate (4) (1) and inner tube (2) Cross section of Construction scaffolding jack, characterized in that the binding to be shaped into a female (15).
KR2019810006733U 1981-10-02 1981-10-02 Support KR860002663Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2019810006733U KR860002663Y1 (en) 1981-10-02 1981-10-02 Support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR2019810006733U KR860002663Y1 (en) 1981-10-02 1981-10-02 Support

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Publication Number Publication Date
KR830001786U KR830001786U (en) 1983-10-24
KR860002663Y1 true KR860002663Y1 (en) 1986-10-10

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KR2019810006733U KR860002663Y1 (en) 1981-10-02 1981-10-02 Support

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100966268B1 (en) * 2009-01-21 2010-06-28 이상윤 A manufacture method of pipe-handle and pipe handle
KR102199757B1 (en) * 2020-06-17 2021-01-08 주식회사 대승엔지니어링 Pipe support manufacturing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100966268B1 (en) * 2009-01-21 2010-06-28 이상윤 A manufacture method of pipe-handle and pipe handle
KR102199757B1 (en) * 2020-06-17 2021-01-08 주식회사 대승엔지니어링 Pipe support manufacturing method

Also Published As

Publication number Publication date
KR830001786U (en) 1983-10-24

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