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KR200286077Y1 - Rebar spacing - Google Patents

Rebar spacing Download PDF

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Publication number
KR200286077Y1
KR200286077Y1 KR2020020016187U KR20020016187U KR200286077Y1 KR 200286077 Y1 KR200286077 Y1 KR 200286077Y1 KR 2020020016187 U KR2020020016187 U KR 2020020016187U KR 20020016187 U KR20020016187 U KR 20020016187U KR 200286077 Y1 KR200286077 Y1 KR 200286077Y1
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South Korea
Prior art keywords
support
insertion tube
openings
plate
rebar
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Expired - Fee Related
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KR2020020016187U
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Korean (ko)
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전기범
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전기범
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Priority to KR2020020016187U priority Critical patent/KR200286077Y1/en
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Publication of KR200286077Y1 publication Critical patent/KR200286077Y1/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

지지대(1)(1')에 개구부(9)(9')가 구성된 삽지관(2)(2')과 다수의 돌기(6)(6')를 양측 반원상지지편 외주면에 돌출시켜서 지지판(3)(3')(4)(4')(5)(5')과 일체로 형성한 간격유지대에 삽지관(2)(2')과 일체로 압지관(7)(7')과 걸림턱(8)(8')을 구성한 것에 있어서, 삽지관(2)(2')과 지지판(3)(3') 사이에 개방부(11)(11')가 구성토록 U자형 탄성판(12)(12')을 형성하여 개구부((9)(9')가 용이하게 벌려지도록 형성함을 특징으로 한 철근간격 유지대.An insertion plate (2) (2 ') and a plurality of projections (6) (6') having openings (9) and (9 ') formed in the support (1) (1') are projected on the outer circumferential surface of both semicircular support pieces. (3) (3 ') (4) (4') (5) (5 ') in the spacing zone integrally formed with the insertion tube (2) (2') and the holding paper (7) (7 ') ) And locking jaw (8) (8 '), the opening 11 (11') between the insertion tube (2) (2 ') and the support plate (3) (3') U-shape Reinforcing bar holder, characterized in that the elastic plate (12) (12 ') is formed so as to easily open the opening (9) (9').

Description

철근 간격 유지대{omitted}Rebar spacing {omitted}

본고안은 콘크리트 구조물을 건축할 때 골격으로 내삽하는 철근과 철근을 철선으로 간격을 일일이 유지토록 하여서 묶어주는 불편없이 철근과 철근을 간격유지대를 끼워주는 즉시 철근과 철근을 묶어 주는 역할을 하고 간격이 유지되면서 철근이 다시 빠지지 않도록 하는 삽지관과 지지판 사이에 U자형 탄성판을 구성하여 철근을 끼울 때 용이하도록 개량한 철근 간격유지대에 관한 것이다,In this proposal, when reinforcing the reinforcing bars and reinforcing bars, the steel bars and bars are interleaved with steel wires. It is related to the rebar spacing area improved to facilitate the reinforcement of the reinforcement by forming a U-shaped elastic plate between the insertion tube and the support plate to prevent the reinforcement of the rebar while maintaining this,

종래의 철근 간격유지대는 본원 출원인이 선등록한 철근 간격유지대가 있는데 이것은 지지대에 개구부가 구성된 삽지관과 다수의 돌기를 양측 반원상의 외주면에 돌출하여 지지판과 일체로 형성한 간격유지대에 삽지관과 일체로 압지판과 걸림턱을 구성함을 특징으로 한 철근 간격유지대를 선등록한 바 있는데 목적하는바는 달성할수 있으나 개구부로 철근을 삽지관에 끼울 때 벌어지는 탄성이 없어 벌릴 때 힘이들고 이에따라 작업이 능률적으로 신속히, 조립할수 없는 문제점이 대두 되었던 것이다.Conventional rebar spacing is a rebar spacing pre-registered by the applicant of the present application, which is integrated with the inserting tube on the spacing stand formed by integrally with the support plate protruding the outer peripheral surface of the semicircular on both sides and a plurality of projections The rebar spacing zone, which is characterized by constituting the pressure plate and the locking jaw, has been pre-registered. The purpose can be achieved, but there is no elasticity when the rebar is inserted into the insertion tube. A problem that cannot be assembled quickly and efficiently has emerged.

본고안은 이와 같은 종래의 철근을 끼우기 위해 벌릴 때 힘들고 시간의 지연등 제결점을 근본적으로 해결 및 보완하고자 안출된 것으로서 첨부된 도면에 의하여 상세히 설명하면 다음과 같다.This proposal is intended to fundamentally solve and compensate for the disadvantages such as difficulty in delaying time and time to insert such a conventional reinforcing bar as described in detail by the accompanying drawings as follows.

도 1은 본고안의 사시도1 is a perspective view of the present invention

도 2는 본고안의 평단면도Fig. 2 is a plan sectional view of the present invention

지지대(1)(1')에 개구부(9)(9')가 구성된 삽지관(2)(2')과 다수의 돌기(6)(6')를 양측 반원상의 외주면에 돌출하여 지지판(3)(3')(4)(4')(5)(5')과 일체로 형성한 간격유지대에 삽지관(2)(2')과 일체로 압지판(7)(7')과 걸림턱(8)(8')을 구성한 것에 있어서, 삽지관(2)(2')과지지판(3)(3') 사이에 개방부(11)(11')가 구성토록 U자형 탄성판(12)(12')을 형성케 함을 특징으로한 것이다,An insertion tube (2) (2 ') and a plurality of protrusions (6) (6') having openings (9) and (9 ') formed in the support (1) (1') protrude to the outer circumferential surface on both side semicircles to support the support plate (3). (3 ') (4) (4') (5) (5 ') and the holding plate (2) (2') integrally with the insertion pipe (2) (2 ') In the configuration of the locking projections 8 and 8 ', the U-shaped elastic plate is formed between the insertion pipes 2 and 2' and the openings 11 and 11 'between the support plates 3 and 3'. (12) (12 '), characterized by

이의 작용을 설명하면 다음과 같다The operation of this is as follows.

도 1과 같이 철근(10)과 철근(10')을 철선으로 묶어주는 대신 삽지관(2)과 삽지관(2') 사이에 끼워서 간격을 유지시키고 동시에 묶어주는 역할을 하게 되는데 철근(10)(10')을 개구부(9)(9')로 끼울 때 철근의 굵기에 관계없이 벌리면서 밀어넣게 되면 철근(10)이 밀려들어가서 압지판(7)(7')이 눌렀다가 복원하려는 복원력에 의하여 철근(10)(10')을 개구부(9)(9') 쪽으로 밀어서 눌러주는 역할을 하고 개구부 전면의 걸림턱(8)(8')을 철근(10)(10')이 걸려서 개구부(9)(9')로 빠지도록 걸리는 역할을 하는 것은 종래에 선등록한 구성과 동일하다 그러나,As shown in Figure 1, instead of tying up the reinforcing bar 10 and the reinforcing bar 10 'with the wire, the gap between the insertion tube 2 and the insertion tube (2') to maintain the spacing and to bind at the same time to the reinforcing bar (10) When the 10 'is inserted into the openings 9 and 9', the reinforcing bars 10 are pushed apart regardless of the thickness of the reinforcing bars, and the platen plates 7 and 7 'are pressed against the restoring force to be restored. It pushes the reinforcing bars 10 and 10 'toward the openings 9 and 9' and pushes the reinforcing bars 10 and 10 'to the openings 10 and 10'. 9) (9 ') to play the role of being taken out is the same as the pre-registered configuration, but

굵은 철근(10)(10')을 끼우게 되는 경우에는 개구부(9)(9')로 끼우기 위해밀어넣을 때 벌어지는 간격이 좁고 지지판(3)(3')이 삽지관(2)(2')에 일체로 구성되어 있으므로 제쳐서 벌릴때 힘이 들게 되는데 U자형 탄성판(12)(12')이 삽지관(2)(2')과 지지판(3)(3')사이에 구성되어 있으므로 일점선 화살표 방향으로 밀면(제치면) 지지판(3)(3')이 제쳐지는데 U자형탄성판(12)(12')의 개방부(11)(11') 쪽으로 힘들지않고 용이하게 좁혀져서 개구부(9)(9')가 넓게 개방되여 쉽사리 철근(10)(10')을 끼울수 있고 끼운다음에는 U자형탄성판(12)(12')의 복원되는 탄력으로 벌어졌던 개구부(9)(9')가 원위치 되어 철근(10)(10')을 물고 간격을 유지케 된다.When the thick reinforcing bars 10, 10 'are fitted, the gaps between the openings 9, 9' are narrow and the supporting plates 3, 3 'are inserted into the insertion tube 2, 2'. Since it is composed of a single body, it is difficult to open apart, because the U-shaped elastic plates 12, 12 'are composed between the insertion tube 2, 2' and the support plate 3, 3 '. When pushed in the direction of one-point line arrow, the support plate 3 (3 ') is pushed out, and the opening is easily narrowed toward the opening portion 11 (11') of the U-shaped elastic plate 12 (12 '). (9) (9 ') is wide open so it can easily fit reinforcing bars (10) (10'), and after opening the openings (9) (9) opened by the resilient resilience of the U-shaped elastic plates (12) (12 '). ') Is in place to hold the reinforcing bar (10) (10') to maintain the gap.

이와 같이된 본고안은 선등록 된것과 같이 철근에 끼우기가 힘들지 않으므로 철근과 철근을 맞춰서 힘들이지 않고 신속 정확하게 끼울수 있으므로 작업능률을 향상시키고 벌어지고, 원위치로 복원하는 탄성이 있어 철근이 휘어진 상태에서도 끼우기가 용이하며,원래의 설계도면데로 철근을 정확한 위치에 들어가게 조립 하여 견고한 구조물을 형성할수 있는 효과적인 것이다.Since this proposal is not difficult to fit into the rebar, as it is pre-registered, it can be inserted quickly and effortlessly by matching the rebar with the rebar, thus improving work efficiency and opening, and resilient to restore to the original position, even when the rebar is bent. It is easy to fit and is effective to assemble the reinforcing bar into the exact position according to the original design drawing to form a solid structure.

Claims (1)

지지대(1)(1')에 개구부(9)(9')가 구성된 삽지관(2)(2')과 다수의 돌기(6)(6')를 양측 반원상의 외주면에 돌출하여 지지판(3)(3')(4)(4')(5)(5')과 일체로 형성한 간격유지대에 삽지관(2)(2')과 일체로 압지판(7)(7')과 걸림턱(8)(8')을 구성한 것에 있어서,An insertion tube (2) (2 ') and a plurality of protrusions (6) (6') having openings (9) and (9 ') formed in the support (1) (1') protrude to the outer circumferential surface on both side semicircles to support the support plate (3). (3 ') (4) (4') (5) (5 ') and the holding plate (2) (2') integrally with the insertion pipe (2) (2 ') In what constitutes the engaging jaw 8 (8 '), 삽지관(2)(2')과 지지판(3)(3') 사이에 개방부(11)(11')가 구성토록 U자형탄성판(12)(12')을 형성케 함을 특징으로한 철근 간격유지대.Characterized in that the openings 11 and 11 'form the U-shaped elastic plates 12 and 12' between the insertion tube 2, 2 'and the support plate 3, 3'. One rebar spacing.
KR2020020016187U 2002-05-22 2002-05-22 Rebar spacing Expired - Fee Related KR200286077Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR2020020016187U KR200286077Y1 (en) 2002-05-22 2002-05-22 Rebar spacing

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Application Number Priority Date Filing Date Title
KR2020020016187U KR200286077Y1 (en) 2002-05-22 2002-05-22 Rebar spacing

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KR200286077Y1 true KR200286077Y1 (en) 2002-08-21

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