KR100842112B1 - A system support - Google Patents

A system support Download PDF

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Publication number
KR100842112B1
KR100842112B1 KR1020070085625A KR20070085625A KR100842112B1 KR 100842112 B1 KR100842112 B1 KR 100842112B1 KR 1020070085625 A KR1020070085625 A KR 1020070085625A KR 20070085625 A KR20070085625 A KR 20070085625A KR 100842112 B1 KR100842112 B1 KR 100842112B1
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KR
South Korea
Prior art keywords
vertical
horizontal member
horizontal
vertical member
joint
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KR1020070085625A
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Korean (ko)
Inventor
박재수
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에스앤피시스템(주)
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Priority to KR1020070085625A priority Critical patent/KR100842112B1/en
Application granted granted Critical
Publication of KR100842112B1 publication Critical patent/KR100842112B1/en
Priority to PCT/KR2008/004935 priority patent/WO2009028842A2/en

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/302—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members
    • E04G7/306—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect
    • E04G7/307—Scaffolding bars or members with non-detachably fixed coupling elements for connecting crossing or intersecting bars or members the added coupling elements are fixed at several bars or members to connect with tying means for connecting the bars or members
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G7/00—Connections between parts of the scaffold
    • E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
    • E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges

Abstract

A system support is provided to facilitate support of loads in vertical direction while equally distributing loads by constantly maintaining gap between vertical members, by tightly joining the horizontal member to the vertical member. A system support comprises a plurality of hollow vertical members(100), a joint(200), and a horizontal member(300). The joint comprises a plurality of slots in a circumferential direction to join the vertical members in vertical direction when an end portion of each different vertical member is inserted to a body, and a support plate integrated to an outer diameter of the body to prevent opposite ends of the vertical member from coming in contact with each other. The horizontal member is installed between the vertical members, and joined to the slot by a connection unit which comprises a facing surface and a tapered surface that are capable of progressively increasing joining force of the horizontal member with respect to the vertical member. When the horizontal member is vertically inserted to the slot of support plate, the tapered surface of the connection unit allows the horizontal member to move in horizontal direction, coming in contact with an outer diameter of an end portion of the vertical member, thereby increasing the joining force of the horizontal member for the vertical member.

Description

시스템 서포트{A System Support}System Support

본 발명은 수직방향에 하나 이상의 수직재를 조인트로 상호 연결할 때 조인트에 연결되는 수평재에 의해 조인트에 지지되는 수직재의 외경측을 밀착시켜 상,하부의 수직대가 수직방향의 동일선상에 위치토록 하는 시스템 서포트에 관한 것이다.The present invention is a system support for the upper and lower vertical bars to be positioned on the same line in the vertical direction by closely contacting the outer diameter side of the vertical member supported on the joint by a horizontal member connected to the joint when interconnecting one or more vertical members in the vertical direction by the joint It is about.

일반적으로 건축물의 슬라브를 시공하기 위해서는 먼저 다수의 서포트로 지지되는 테이블폼을 설치하여 그 상부에 슬라브용 철근을 조립하고, 상기 테이블폼의 상부에 콘트리트를 타설하여 슬라브를 형성하게 된다.In general, in order to construct a slab of a building, first, a table form supported by a plurality of supports is installed to assemble the slab reinforcing bar on the upper part, and the concrete is poured on the upper part of the table form to form the slab.

이때, 상기 슬라브의 형성을 위해서는 테이블폼 및 그 상부에 타설되는 콘트리트의 하중에 견디도록 다수의 서포트가 설치되며, 상기 서포트는 높이조절이 가능토록 되거나 양단이 지면 및 테이블폼에서 미끄러지지 않도록 확대되는 면적을 갖도록 되고, 서로 다른 서포트를 상호 연결하거나 서포트에 연결대를 연결하도록 하는 별도의 소켓이 더 구비된다.In this case, in order to form the slab, a plurality of supports are installed to withstand the load of the concrete placed on the table form and the upper portion of the slab, and the supports are enlarged so that the height can be adjusted or both ends do not slide on the ground and the table form. And to have a separate socket for interconnecting the different supports or to connect the connecting rod to the support is further provided.

이와같은 기술과 관련된 종래의 시스템 서포트는 도1에서와 같이, 길이방향 양측에 연결금구(11)가 각각 구비되는 복수의 수직재(10)를 연결핀(30)을 통하여 수직방향에 다단으로 연결하고, 상,하부 슬라브(S)에 각각 지지되는 간격조절유니트(50)를 최상부 및 최하부의 수직재(10)에 연결한다.Conventional system support associated with such a technique, as shown in Figure 1, connecting the plurality of vertical members 10 each provided with connecting brackets 11 on both sides in the longitudinal direction through the connecting pin 30 in multiple stages in the vertical direction , And the spacing control unit 50 respectively supported on the upper and lower slabs S is connected to the top and bottom vertical members 10.

그리고, 복수의 수직재(10)가 다단 연결되는 구성인 서포트(50) 사이에는 스수직재(10)의 연결금구(11)에 형성되는 핀고정홈(11-1)을 통하여 수평재(40)의 키(41)가 삽입됨으로써 각각의 서포트(50)가 수평방향으로 움직이게 되는 것을 방지토록 한다.In addition, a key of the horizontal member 40 is provided between the support members 50 having a plurality of vertical members 10 connected to each other through a pin fixing groove 11-1 formed in the connecting bracket 11 of the suture member 10. By inserting 41, each support 50 is prevented from moving in the horizontal direction.

이때, 상기 연결핀(30)은, 서로 다른 수직재(10)의 단부가 서로 접촉되지 않은 상태에서 각각 삽입토록 중앙부에 별도의 지지판(33)이 용접에 의해 일체로 부착되는 구성으로 이루어 진다.At this time, the connecting pin 30 is made of a configuration in which a separate support plate 33 is integrally attached by welding to the center portion so as to be inserted in the state in which the ends of the different vertical members 10 are not in contact with each other.

상기와 같은 시스템 서포트는, 슬라브(S)사이의 수직방향 거리에 대응토록 복수의 수직재(10)를 연결핀(30)을 통하여 연결한 후 그 최상부 및 최하부에 위치한 수직대(10)에는 잭헤드 및 잭베이스로 이루어진 간격조절유니트(50)를 연결하여 작은 간격을 조절토록 하고, 상기와 같이 수직방향에 다단으로 연결되는 수직재(10)사이를 연결금구(11)에 삽입되는 수평재(40)로서 조절하여 수평 및 수직방향에서의 유격을 방지토록 함으로써 하중의 지지가 가능토록 되는 것이다.The system support as described above, after connecting the plurality of vertical material 10 through the connecting pin 30 to correspond to the vertical distance between the slabs (S), the jack head is located on the vertical table 10 located at the top and bottom And a spacing control unit 50 consisting of a jack base to adjust a small gap, and as a horizontal member 40 inserted between the vertical brackets 10 connected in multiple stages in the vertical direction as described above. By adjusting it to prevent play in the horizontal and vertical direction, it is possible to support the load.

그러나, 상기와 같은 시스템 서포트는, 수직재(10)를 용이하게 연결하기 위하여 수직재의 내경보다 적도록 형성되는 연결핀(30)의 구조적 문제에 의해 수직재(10)를 다단으로 연결할 때 각 연결부에서의 유격으로 좌굴이 발생되어 수직방향의 하중을 용이하게 지탱할 수 없게 되는 단점이 있다.However, the system support as described above, when connecting the vertical member 10 in multiple stages by the structural problem of the connecting pin 30 formed to be smaller than the inner diameter of the vertical member in order to easily connect the vertical member 10 in each connection portion. Buckling occurs due to the play, there is a disadvantage that can not easily support the load in the vertical direction.

또한, 상기 수직재(10)의 상하단에 연결금구(11)가 돌출되는 구성으로 적재 시 그 부피가 증가함은 물론 규칙적인 적재가 힘들게 되어 적재효율이 저하됨은 물론 안전사고의 위험이 따르는 단점이 있다.In addition, when the loading bracket 11 is protruded in the upper and lower ends of the vertical member 10, the volume is increased when loading, as well as the regular loading is difficult, the loading efficiency is lowered, there is a disadvantage of a safety accident. .

더하여, 상기 수직재(10)의 연결금구(11)를 통하여 수평방향에 연결되는 수평재(40)는, 핀고정홈(11-1)에 키(41)가 삽입되는 구성으로 정확하게 밀착되지 못하고 유동되어 그 고정상태에 따라 수평재의 거리가 동일하게 결정되지 못하게 됨으로써 균일한 하중의 분산이 힘들게 되는 문제점이 있는 것이다.In addition, the horizontal member 40 connected in the horizontal direction through the connecting brackets 11 of the vertical member 10 is flowed without being in close contact with the pin 41 into the pin fixing groove 11-1. Since the distance of the horizontal member is not determined to be the same according to the fixed state, there is a problem that it is difficult to distribute the uniform load.

상기와 같은 종래의 문제점들을 개선하기 위한 본 발명의 목적은, 수직재 연결부에서의 좌굴 발생을 방지하여 수직방향의 하중을 용이하게 전달할 수 있도록 하고, 수직재의 돌출부를 제거하므로써 적재시 부피가 최소화함은 물론 규칙적인 적재가 가능하게 되어 적재효율을 상승시키도록 하며, 수평재가 수직재에 긴밀하게 밀착 연결되는 구성으로 수평재와 수직재 사이의 거리가 일정하게 조절되도록 하고, 수직방향에서의 휨을 방지하여 동일면적에서 최소의 수직재로서 하중분산이 가능토록 하는 시스템 서포트를 제공하는 데 있다.An object of the present invention for improving the conventional problems as described above, it is possible to easily transfer the load in the vertical direction by preventing the buckling in the vertical member connection, and to minimize the volume when loading by removing the projection of the vertical member is Of course, the regular loading is possible to increase the loading efficiency, the horizontal member is closely connected to the vertical member in such a configuration that the distance between the horizontal member and the vertical member is constantly adjusted, and to prevent bending in the vertical direction in the same area It is to provide system support that enables load distribution as the minimum vertical material.

본 발명은 상기와 같은 목적을 달성하기 위하여, 수직방향에 하나 이상 적층되는 중공상의 수직재;In order to achieve the above object, the present invention is a hollow vertical material laminated at least one in the vertical direction;

상기 수직재 사이에 장착되어 양측의 수직재가 각각 삽입토록 되면서 하나 이상의 수평재가 연결토록 되는 조인트; 및,A joint mounted between the vertical members to allow one or more horizontal members to be connected while the vertical members on both sides are respectively inserted; And,

상기 조인트에 연결수단으로서 연결될 때 수직부재의 양단을 조인트에 밀착토록 수직재를 밀착하는 수평재의 연결구조로 이루어진 시스템 서포트를 제공한다.When connected to the joint as a connecting means provides a system support consisting of a connecting member of the horizontal member in close contact with the vertical member so that both ends of the vertical member in close contact with the joint.

이상과 같이 본 발명에 의하면, 수직재 연결부에서의 좌굴 발생을 방지하여 수직방향의 하중을 용이하게 전달하고, 수직재의 돌출부를 제거 하므로써 적재시 부피를 최소화함은 물론 규칙적인 적재가 가능하게 되어 적재효율을 상승시키며, 수평재가 수직재에 긴밀하게 밀착 연결되는 구성으로 수평재와 수직재 사이의 거리가 일정하게 조절되고, 수직방향에서의 휨을 방지하여 동일면적에서 최소의 수직재로서 하중분산이 가능한 효과가 있는 것이다.As described above, according to the present invention, it is possible to prevent the buckling in the vertical member connecting portion to easily transfer the load in the vertical direction, by minimizing the volume when loading, as well as regular loading is possible by removing the projection of the vertical member In this configuration, the horizontal member is closely connected to the vertical member, and the distance between the horizontal member and the vertical member is controlled to be constant, and the warpage in the vertical direction is prevented so that the load can be distributed as the minimum vertical member in the same area.

이하, 첨부된 도면에 의거하여 본 발명의 실시예를 구체적으로 설명한다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

도2는 본 발명에 따른 서포트 장착상태를 도시한 정면도 이고, 도3은 본 발명에 따른 서포트 장착상태를 도시한 요부 단면도 이며, 도4는 본 발명에 따른 서포트의 분해 상태도 이고, 도5는 본 발명에 따른 수평재와 수직재의 연결을 위한 결합상태도 이며, 도6a,b는 각각 본 발명의 다른 실시예에 따른 서포트 장착상태를 도시한 분해도 및 요부 단면도 이고, 도7은 본 발명의 또 다른 실시예에 따른 서포트의 설치상태를 도시한 요부 단면도 이다.Figure 2 is a front view showing a support mounting state according to the present invention, Figure 3 is a sectional view of the main portion showing a support mounting state according to the present invention, Figure 4 is an exploded view of the support according to the invention, Figure 5 6 is an exploded view of the horizontal member and the vertical member according to the present invention, and FIGS. 6A and 6B are exploded views and main sectional views showing support mounting states according to another embodiment of the present invention, and FIG. It is a sectional view of the main part showing the installation state of the support according to another embodiment.

본 발명은 수직재(100)와 상기 수직재 사이에 삽입되는 조인트(200)및 상기 조인트로서 수평방향에 연결되는 수평재(300)로서 이루어 진다.The present invention consists of a vertical member 100 and a joint 200 inserted between the vertical member and a horizontal member 300 connected in the horizontal direction as the joint.

상기 수직재(100)는, 일정 길이를 갖는 중공상인 각재나 봉으로서 이루어 진 다.The vertical member 100 is made of a hollow material or rod having a predetermined length.

상기 조인트(200)는, 상호 대응되는 서로 다른 수직재(100)의 단부가 각각 삽입될 때 그 양단이 접촉되는 것을 방지토록 몸체(210)와 그 중앙부에 외경측에 일체로 구비되는 지지판(230)으로 이루어 진다.The joint 200 has a support plate 230 which is integrally provided on the outer diameter side of the body 210 and its central portion to prevent the both ends thereof from contacting each other when the end portions of the mutually different vertical members 100 are respectively inserted. Is done.

이때, 상기 지지판(230)에는 하나 이상의 슬롯(233)이 일체로 형성된다.In this case, one or more slots 233 are integrally formed in the support plate 230.

그리고, 상기 슬롯(233)의 내경측 단부는 몸체(210)의 외경과 실질적으로 동일선상에 위치토록 설치되나, 사용상태에 따라 다양하게 형성될 수 있다.In addition, the inner diameter side end of the slot 233 is installed to be positioned substantially on the same line as the outer diameter of the body 210, it may be formed in various ways depending on the use state.

또한, 상기 조인트(200)는, 몸체(210)와 지지판(230)이 분리설치된 후 용접등에 의해 결합하거나, 금형등을 통한 한번의 프레스공정에 의해 하나의 통체를 압축하여 형성할 수 있다.In addition, the joint 200 may be formed by separating the body 210 and the support plate 230 and then bonding by welding or by compressing one cylinder by a single press process through a mold or the like.

상기 수평재(300)는, 그 양단에 서로 다른 수직재(100)의 단부에 밀착되면서 슬롯(233)에 삽입시 수직재(100)의 외경측을 향한 밀착력을 증가시키도록 형성되는연결수단(310)에 의해 연결된다.The horizontal member 300 is connected to the ends of different vertical members 100 at both ends thereof, and is connected to the connecting means 310 formed to increase the adhesion toward the outer diameter side of the vertical member 100 when inserted into the slot 233. Is connected by.

이때, 상기 수평재(300)는, 그 일단에 연결수단(310)이 일체로 연결되는 구성이나 연결수단(310)이 분리되는 구성중에서 선택적으로 적용된다.In this case, the horizontal member 300 is selectively applied in a configuration in which the connecting means 310 is integrally connected to one end or in a configuration in which the connecting means 310 is separated.

상기 연결수단(310)에 분리되는 수평재(300)는, 지지판(230)이 삽입되는 지지판체결홈(323)과 연결수단(310)이 장착되는 유격조절홈(325)이 구비된다.The horizontal member 300 separated from the connecting means 310 is provided with a support plate fastening groove 323 into which the supporting plate 230 is inserted and a clearance adjusting groove 325 to which the connecting means 310 is mounted.

그리고, 상기 연결수단(310)은, 수평재에 일체로 연결되거나 분리설치될 수도 있으며, 수직이동시 수평방향의 합력이 작용토록 수직방향의 일면에 테이퍼면(315)이 다른 일면에 수평재를 이동시키거나 수직재에 밀착토록 되는 밀착 면(317)이 일체로 형성된다.The connecting means 310 may be integrally connected to or separated from the horizontal member, and the horizontal member moves the horizontal member on one surface of the tapered surface 315 to the other surface in the vertical direction so that the horizontal force acts upon vertical movement. The contact surface 317 which is in close contact with the vertical member is integrally formed.

더하여, 상기 수직재(100)는, 그 최상부 및 최하부에 위치할 때 상부 슬라브(S1)를 형성하기 위한 거푸집(M)에 연결되는 잭헤드(J1) 및 하부슬라브(S2)에 지지하기 위한 잭베이스(J2)등이 더 연결된다.In addition, the vertical member 100, the jack base for supporting the jack head (J1) and the lower slab (S2) connected to the formwork (M) for forming the upper slab (S1) when located at the top and bottom thereof. (J2) is further connected.

이때, 상기 잭헤드 및 잭베이스는 수직방향의 간격조절이 가능토록 설치된다.At this time, the jack head and the jack base are installed to be able to adjust the vertical gap.

한편, 상기 조인트(200)는, 몸체의 일측에 수직재의 일단에 삽입된 후 그 적어도 일부가 용접(W)에 의해 일체로 고정된다.On the other hand, the joint 200 is inserted into one end of the vertical member on one side of the body and at least a portion thereof is fixed integrally by welding (W).

상기와 같은 구성으로 이루어 진 본 발명의 동작을 설명한다.The operation of the present invention made of the above configuration will be described.

도2 내지 도7에서와 같이, 일정규격인 수직재(100)를 조인트(200)로서 상호 연결하여 상부 및 하부에 위치에 슬라브(S1)(S2)에 각각 접촉토록 함으로써 상부의 슬라브를 성형할 때 콘크리트의 하중의 하부에 미리성형되는 슬라브(S2)에 전달하게 된다.2 to 7, when forming the upper slab by connecting the vertical material 100 of a certain standard as a joint 200 to contact the slab (S1) (S2) in the upper and lower positions, respectively. The lower portion of the load of the concrete will be delivered to the slab (S2) preformed.

이때, 상기 하부슬라브(S2)는 지면이 될 수도 있다.In this case, the lower slab S2 may be the ground.

그리고, 상기 수직재(100)중 최상부에 위치하거나 최하부에 위치한 수직재에는 상부슬라브(S1) 형성을 거푸집(M)을 지지하기 위한 잭헤드(J1)와 하부슬라브(S2)나 지면등에 접촉되는 잭베이스(J2)가 각각 연결되어 회전시 미세한 간극조절이 가능토록 된다.And, in the vertical member located at the top or the bottom of the vertical member 100, the jack base (J1) and the lower slab (S2) or the jack base in contact with the ground for supporting the form (M) to form the upper slab (S1) J2 is connected to each other so that fine gap adjustment is possible during rotation.

상기와 같은 구성 즉 조인트(200)로서 각각 연결되는 복수의 수직재(100) 및 잭헤드와 잭베이스를 각각 연결하는 구성으로 상,하부의 슬라브 사이에 정확하게 일치토록 함으로써 상부의 하중을 하부에 정확하게 전달하게 된다.The above configuration, that is, a plurality of vertical members 100 connected to each other as a joint 200 and a jack head and a jack base, respectively, to accurately match between the upper and lower slabs so as to accurately transfer the load of the upper part to the lower part. Done.

이때, 상기 수직재(100) 사이에는 복수의 수평재(300)가 연결수단(310)을 통하여 연결되어 수평방향으로의 유동을 통해 그 길이가 슬라브 사이에서 정확하게 일치되지 못하게 되는 현상을 방지하게 된다.At this time, the plurality of horizontal members 300 are connected between the vertical member 100 through the connecting means 310 to prevent the phenomenon that the length does not exactly match between the slabs through the flow in the horizontal direction.

본 발명의 조인트(200)는, 연결수단(310)을 통하여 수평재(300)가 연결될 때 연결수단(310)에 의해 수평재(300)의 단부 및 연결수단(310)의 일측이 조인트(200)의 상부 및 하부에 각각 삽입되는 수직재(100)의 외측에 밀착토록 되어 상호 연결되는 수직재(100)가 수직방향에서 견고하게 연결토록 된다.Joint 200 of the present invention, when the horizontal member 300 is connected through the connecting means 310, the end of the horizontal member 300 and one side of the connecting means 310 by the connecting means 310 of the joint 200 The vertical members 100 are tightly connected in the vertical direction so as to be in close contact with the outside of the vertical members 100 respectively inserted into the upper and lower portions.

즉, 도5에서와 같이, 본 발명의 연결수단(310)에 수평재(300)에 일체로 연결될 때 연결수단의 일면에 형성되는 테이퍼면(315)이 지지판(230)의 슬롯(233)에 수직방향으로 진입하면서 수평재를 수직재측으로 이동시키도록 함으로써 그 단부가 일체토록 되는 수평재(300)의 단부 및 연결수단(310)에 구비되는 밀착면(317)이 수직재(100)에 밀착된다.That is, as shown in FIG. 5, when the connecting means 310 of the present invention is integrally connected to the horizontal member 300, the tapered surface 315 formed on one surface of the connecting means is perpendicular to the slot 233 of the support plate 230. By moving the horizontal member to the vertical member side while entering in the direction, the end portion of the horizontal member 300 having its end integral with each other and the contact surface 317 provided on the connecting means 310 is in close contact with the vertical member 100.

또한, 도6b에서와 같이, 본 발명의 연결수단(310)이 수평재(300)와 분리되는 구성으로 수평재(300)에 형성되는 지지판체결홈(323)에 지지판(230)을 삽입한 상태에서 연결수단(310)을 수평재(300)의 유격조절홈(325)에 삽입하면 상기 연결수단(310)의 일면에 형성되는 테이퍼면(315)이 지지판(230)의 슬롯(233)에 수직방향으로 진입하면서 수평재를 수직재측으로 이동시키도록 함으로써 수평재의 단부가 수직재를 밀착한다.In addition, as shown in Figure 6b, the connecting means 310 of the present invention is connected to the support plate 230 is inserted into the support plate fastening groove 323 formed in the horizontal member 300 in a configuration that is separated from the horizontal member 300 When the means 310 is inserted into the clearance adjusting groove 325 of the horizontal member 300, the tapered surface 315 formed on one surface of the connecting means 310 enters the slot 233 of the support plate 230 in the vertical direction. While the horizontal member is moved to the vertical member side while the end of the horizontal member is in close contact with the vertical member.

상기와 같은 조인트(200)와 연결수단(310) 및 수평재(300)를 통한 수직 재(100)의 고정상태를 더욱 구체적으로 설명하면, Referring to the fixing state of the vertical member 100 through the joint 200 and the connecting means 310 and the horizontal member 300 as described above in more detail,

먼저, 조인트(200)의 지지판(230) 상하측으로 돌출되는 몸체(210)의 외경측에 수직재(100)를 각각 삽입한다.First, the vertical members 100 are respectively inserted into the outer diameter side of the body 210 protruding upward and downward from the support plate 230 of the joint 200.

이어서, 상기 지지판(230)에 형성되는 슬롯(233)에 수평재(300)의 단부에 일체로 연결되는 연결수단(310)을 삽입하면 연결수단(310)인 고정핀의 테이퍼면(315)이 슬롯의 일단에 접촉되면서 하강하게 되고, 이때 상기 테이퍼면(315)에 의해 수평재(300) 및 연결수단(310)의 단부가 수직재(100) 측으로 점차로 이동하면서 그 측면을 압착하게 함으로써 수직재(100)가 조인트(200)에 견고하게 고정된다.Subsequently, when the connecting means 310 which is integrally connected to the end of the horizontal member 300 is inserted into the slot 233 formed in the support plate 230, the tapered surface 315 of the fixing pin, which is the connecting means 310, is inserted into the slot 233. The end of the horizontal member 300 and the connecting means 310 by the tapered surface 315 is gradually moved toward the vertical member 100 by pressing the side of the vertical member 100 by pressing the side of the vertical member 100 It is firmly fixed to the joint 200.

한편, 상기 조인트(200)는, 몸체의 일측에 수직재의 일단에 삽입된 후 상호 접촉되는 수직재와 조인트의 적어도 일부가 용접(W)에 의해 일체로 고정되어 그 상단에 삽입되는 다른 수직재만을 연결수단 및 수평재로서 고정함으로써 견고한 결합이 가능토록 된다.On the other hand, the joint 200 is connected to only one vertical member which is inserted into one end of the vertical member on one side of the body and the mutual contact and at least a portion of the joint is integrally fixed by welding (W) connecting only the other vertical member inserted into the upper end And by fixing as a horizontal member, a firm coupling is possible.

상기와 같은 구성을 통하여 수직재(100)가 조인트(200)로서 견고하게 지지되어 좌굴등이 방지됨으로써 하중을 정확하게 전달하게 되고, 중공상의 수직재(100)를 사용함으로써 수직재를 서포트는 물론 다양한 용도로써 사용하게 됨은 물론 적재시 돌출부가 없어 적재 면적을 최소화하면서 용이한 적재가 가능하게 되는 것이다.Through the above configuration, the vertical member 100 is firmly supported as the joint 200 to prevent buckling, thereby accurately transferring the load, and by using the hollow vertical member 100, the vertical member is used for various purposes as well as support. Of course, there is no protrusion at the time of loading will allow easy loading while minimizing the loading area.

도1a,b는 각각 종래의 서포트 장착상태를 도시한 정면도 및 요부단면도 이다.1A and 1B are front and main cross-sectional views showing a conventional support mounting state, respectively.

도2는 본 발명에 따른 서포트 장착상태를 도시한 정면도 이다.Figure 2 is a front view showing a support mounting state according to the present invention.

도3은 본 발명에 따른 서포트 장착상태를 도시한 요부 단면도 이다.3 is a sectional view showing the main parts of a support mounting state according to the present invention.

도4는 본 발명에 따른 서포트의 분해 상태도 이다.Figure 4 is an exploded view of the support according to the present invention.

도5는 본 발명에 따른 수평재와 수직재의 연결을 위한 결합상태도 이다.5 is a state diagram for the connection of the horizontal member and the vertical member in accordance with the present invention.

도6a,b는 각각 본 발명의 다른 실시예에 따른 서포트 장착상태를 도시한 분해도 및 요부 단면도 이다.6A and 6B are exploded views and main sectional views showing support mounting states according to another embodiment of the present invention, respectively.

도7은 본 발명의 또 다른 실시예에 따른 서포트의 설치상태를 도시한 요부 단면도 이다.7 is a sectional view showing the main parts of an installation state of a support according to another embodiment of the present invention.

*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

100...수직재 200...조인트100 ... vertical 200 ... joint

230...지지판 233...슬롯230 ... support plate 233 ... slot

300...수평재 300 ... Horizontal

Claims (7)

중공상인 복수의 수직재(100)와With a plurality of vertical member 100 which is hollow 복수의 수직재를 높이방향에 연결하기 위하여 서로 다른 수직재(100)의 단부가 몸체(210)에 각각 삽입될 때 복수의 슬롯(233)이 원주방향에 구비되면서 몸체의 외경측에 일체로 구비되는 지지판(230)에 의해 수직재의 양단이 서로 접촉되는 것을 방지토록 설치되는 조인트(200)및In order to connect the plurality of vertical members in the height direction, when the ends of the different vertical members 100 are respectively inserted into the body 210, a plurality of slots 233 are provided in the circumferential direction and integrally provided on the outer diameter side of the body. A joint 200 installed to prevent both ends of the vertical member from being in contact with each other by 230; and 수직방향에 연결되는 수직재 사이에 설치되면서 슬롯(233)에 연결수단(310)을 통하여 연결되는 수평재(300)의 조립구조로 이루어 지며,While being installed between the vertical member connected in the vertical direction is made of the assembly structure of the horizontal member 300 connected to the slot 233 through the connecting means 310, 밀착면(317)과 테이퍼면(315)을 구비하여 수평재(300)에 연결되는 연결수단(310)으로서 지지판(230)의 슬롯(233)에 수평재를 수직방향으로 삽입시켜 연결할 때 상기 테이퍼면(315)에 의해 슬롯(233)에 삽입되는 수평재(300)가 수평방향으로 이동하면서 수직재(100)의 단부 외경에 각각 밀착되어 수직재에 대한 수평재의 밀착력이 점차로 증가 되도록 설치되는 시스템 서포트The tapered surface (3) is provided with a contact surface 317 and a tapered surface 315 connected to the horizontal member 300 to insert the horizontal member vertically into the slot 233 of the support plate 230 to connect the tapered surface ( The system support is installed so that the horizontal member 300 inserted into the slot 233 by the 315 is moved in the horizontal direction and closely adhered to the outer diameter of the end of the vertical member 100 so that the adhesion of the horizontal member to the vertical member is gradually increased. 삭제delete 제1항에 있어서, 상기 슬롯(233)은, 그 내경측 단부는 몸체(210)의 외경과 실질적으로 동일선상에 위치토록 설치되는 것을 특징으로 하는 시스템 서포트The system support according to claim 1, wherein the slot (233) has an inner diameter end portion positioned at substantially the same line as the outer diameter of the body (210). 제1항에 있어서, 상기 조인트(200)는, 몸체(210)와 지지판(230)이 하나의 통 체에 일체로 연장 형성되는 것을 특징으로 하는 시스템 서포트The system support according to claim 1, wherein the joint (200) is formed such that the body (210) and the support plate (230) extend integrally in one cylinder. 제1항에 있어서, 상기 연결수단(310)은, 수직재(100)에 밀착되는 수평재(300)의 단부와 밀착면(317)이 동일선상에 위치토록 일체로 고정되는 것을 특징으로 하는 시스템 서포트The system support according to claim 1, wherein the connecting means 310 is integrally fixed so that the end of the horizontal member 300 in close contact with the vertical member 100 and the contact surface 317 are positioned on the same line. 제1항에 있어서, 상기 연결수단(310)은, 상기 지지판(230)에 삽입토록 지지편체결홈(323)을 갖는 수평재(300)의 유격조절홈(325)에 삽입토록 설치되는 것을 특징으로 하는 시스템 서포트According to claim 1, The connecting means 310, characterized in that installed to be inserted into the clearance control groove 325 of the horizontal member 300 having a support piece fastening groove 323 to be inserted into the support plate 230. System support 제1항에 있어서, 상기 조인트(200)는, 몸체의 일측에 수직재의 일단에 삽입된 후 그 적어도 일부가 용접(W)에 의해 일체로 고정되는 것을 특징으로 하는 시스템 서포트The system support according to claim 1, wherein the joint 200 is inserted into one end of the vertical member on one side of the body, and then at least a part thereof is fixed integrally by welding (W).
KR1020070085625A 2007-08-24 2007-08-24 A system support KR100842112B1 (en)

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KR101020061B1 (en) 2010-08-06 2011-03-11 주식회사 창건 Horizontal member connector for pipe support
KR200452678Y1 (en) 2008-07-29 2011-03-14 주식회사 뉴폼코리아 A puncheon system
KR101450243B1 (en) * 2012-10-29 2014-10-14 (주)에프아이에스 Scaffolding structure for architecture
KR20180127066A (en) * 2017-05-19 2018-11-28 (주)동은에프앤씨 Prefabricated shoring system
KR102613486B1 (en) 2022-12-01 2023-12-12 유병문 System Support For Building Construction

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KR950027742U (en) * 1994-03-28 1995-10-18 Building support
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Cited By (6)

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KR200452678Y1 (en) 2008-07-29 2011-03-14 주식회사 뉴폼코리아 A puncheon system
KR101020061B1 (en) 2010-08-06 2011-03-11 주식회사 창건 Horizontal member connector for pipe support
KR101450243B1 (en) * 2012-10-29 2014-10-14 (주)에프아이에스 Scaffolding structure for architecture
KR20180127066A (en) * 2017-05-19 2018-11-28 (주)동은에프앤씨 Prefabricated shoring system
KR102029907B1 (en) * 2017-05-19 2019-11-15 (주)동은에프앤씨 Prefabricated shoring system
KR102613486B1 (en) 2022-12-01 2023-12-12 유병문 System Support For Building Construction

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