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KR20100008920A - A system support with direct connecting beam - Google Patents

A system support with direct connecting beam Download PDF

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Publication number
KR20100008920A
KR20100008920A KR1020080069546A KR20080069546A KR20100008920A KR 20100008920 A KR20100008920 A KR 20100008920A KR 1020080069546 A KR1020080069546 A KR 1020080069546A KR 20080069546 A KR20080069546 A KR 20080069546A KR 20100008920 A KR20100008920 A KR 20100008920A
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KR
South Korea
Prior art keywords
truss
vertical member
support
joist
vertical
Prior art date
Application number
KR1020080069546A
Other languages
Korean (ko)
Inventor
오원희
Original Assignee
에스앤피시스템(주)
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Filing date
Publication date
Application filed by 에스앤피시스템(주) filed Critical 에스앤피시스템(주)
Priority to KR1020080069546A priority Critical patent/KR20100008920A/en
Priority to PCT/KR2008/004935 priority patent/WO2009028842A2/en
Publication of KR20100008920A publication Critical patent/KR20100008920A/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
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48—Supporting structures for shutterings or frames for floors or roofs
    • 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
    • E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • 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
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/16—Members, e.g. consoles, for attachment to the wall to support girders, beams, or the like carrying forms or moulds for floors, lintels, or transoms
    • 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
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • 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

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

본 발명은, 장선직결 방식의 시스템 서포트에 관한 것이다.The present invention relates to a system support of a wire connection method.

이는 특히, 수직재의 상단에 연결되는 트러스로서 슬라브와 보를 형성하기 위해 수평방향에서 높이차를 갖도록 형성되는 거푸집의 제1,2장선을 동시에 지지하도록 설치되고, In particular, the truss is connected to the upper end of the vertical member is installed so as to simultaneously support the first and second joists of the formwork formed to have a height difference in the horizontal direction to form the slab and the beam,

제1장선을 트러스의 수직부에서 제2장선을 트러스의 수평부에서 각각 지지토록 설치되는 구성으로 이루어 진다.The first joist is installed at the vertical part of the truss and the second joist is installed at the horizontal part of the truss.

이에 따라서, 트러스의 변화없이 보를 성형하는 장선을 지지토록 하여 강도저하를 방지하면서 제작비를 절감되고, 트러스에 별도의 헤드잭이나 멍에재 설치공정을 생략하여 조립공정을 최소화 하도록 한다.Accordingly, the production cost is reduced while supporting the joists forming the beam without changing the truss, thereby reducing the production cost, and minimizing the assembly process by omitting a separate head jack or yoke material installation process on the truss.

Description

장선 직결 방식의 시스템 서포트{A System Support with Direct Connecting Beam}A System Support with Direct Connecting Beam}

본 발명은 수직재 또는 상기 수직재 사이에 연결되는 트러스의 변화없이 보 또는 슬래브를 성형하는 거푸집용 장선을 동시에 지지하도록 하여 서포트의 강도저하는 방지하면서 제작비를 절감하도록 하는 장선 직결 방식의 시스템 서포트에 관한 것이다.The present invention relates to a system support of a direct connection method to support the form joist forming the beam or slab simultaneously without changing the vertical member or the truss connected between the vertical member and to reduce the manufacturing cost while reducing the strength of the support. .

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)(S2)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 , The spacing adjusting unit 50 supported by the upper and lower slabs (S) (S2), respectively, 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 수평재(40)를 삽입함으로써 각각의 서포트(50)가 수평방향으로 움직이게 되는 것을 방지토록 하는 구성으로 이루어 진다.Then, the support 50 is inserted into the connecting bracket 11 of the suture fabric 10 between the supports 50 having a plurality of vertical members 10 connected to each other so that each support 50 moves in the horizontal direction. It is made up of a configuration to prevent it.

상기와 같은 시스템 서포트는, 슬라브(S)(S2)사이의 수직방향 거리에 대응토록 복수의 수직재(10)를 연결핀(30)을 통하여 연결한 후 그 최상부 및 최하부에 위치한 수직대(10)에는 헤드잭 및 베이스잭으로 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 is connected to the vertical distance between the slabs (S) (S2) to connect the plurality of vertical members 10 through the connecting pin 30, and then the vertical stand (10) located at the top and bottom There is connected to the spacing control unit 50 consisting of a head jack and a base jack to adjust a small gap, a horizontal member inserted into the connection bracket 11 between the vertical member 10 connected in multiple stages in the vertical direction as described above ( 40) to support the load by preventing the play in the horizontal and vertical direction.

그러나, 상기와 같은 시스템 서포트는, 슬래브(S)를 지지하는 수직재(10)와 보를 지지하는 수직재(10)가 별도로 구분설치되어 하중분산의 효과가 저하되고, 수직재(10)의 설치간격이 불균일하게 되는 등의 단점이 있는 것이다.However, in the system support as described above, the vertical member 10 for supporting the slab S and the vertical member 10 for supporting the beam are separately installed so that the effect of load distribution is reduced, and the installation interval of the vertical member 10 is uneven. There are disadvantages such as being done.

상기와 같은 종래의 문제점들을 개선하기 위한 본 발명의 목적은, 슬래브와 보를 동시에 지지토록 하여 하중분산의 효과를 극대화 시킬 수 있도록 하고, 수직재의 간격을 균일하게 유지할 수 있도록 하며, 트러스의 변화없이 보를 성형하는 장선을 지지토록 하여 강도저하를 방지하면서 제작비를 절감되도록 하고, 트러스에 별도의 헤드잭이나 멍에재 설치공정을 생략하여 조립공정을 최소화 할 수 있도록 하는 장선 직결 방식의 시스템 서포트를 제공하는 데 있다.An object of the present invention for improving the conventional problems as described above, so as to support the slab and the beam at the same time to maximize the effect of the load distribution, to maintain the spacing of the vertical material uniformly, without changing the truss To support the joist to be molded to prevent the decrease in strength while reducing the production cost, and to provide a system of the joist direct connection system to minimize the assembly process by eliminating the separate head jack or yoke material installation process on the truss. have.

본 발명은 상기와 같은 목적을 달성하기 위하여, 수직재의 상단에 연결되는 트러스로서 슬라브와 보를 형성하기 위해 수평방향에서 높이차를 갖도록 형성되는 거푸집의 제1,2장선을 동시에 지지하도록 설치되고, In order to achieve the above object, the present invention is installed to support the first and second joists of the formwork is formed with a height difference in the horizontal direction to form the slab and the beam as a truss connected to the upper end of the vertical member,

제1장선을 트러스의 수직부에서 제2장선을 트러스의 수평부에서 각각 지지토록 설치되는 구성으로 이루어 진 장선 직결 방식의 시스템 서포트를 제공한다.The first joist provides a support system for the joist direct connection system configured to support the first joist at the vertical part of the truss and the second joist at the horizontal part of the truss.

또한 본 발명의 수직재는, 횡재연결대가 구비되면서 하단부에 베이스잭이 구비되는 구성으로 이루어 진 장선 직결 방식의 시스템 서포트를 제공한다.In addition, the vertical member of the present invention provides a system support of the joist direct connection system consisting of a configuration that the base jack is provided at the lower end while the cross member is provided.

이상과 같이 본 발명에 의하면, 슬래브와 보를 동시에 지지토록 하여 하중분산의 효과를 극대화 시키고, 수직재의 간격을 균일하게 유지하며, 트러스의 변화없이 보를 성형하는 장선을 지지토록 하여 강도저하를 방지하면서 제작비를 절감하고, 트러스에 별도의 헤드잭이나 멍에재 설치공정을 생략하여 조립공정을 최소화 하는 효과가 있는 것이다.As described above, according to the present invention, to support the slab and the beam at the same time to maximize the effect of the load distribution, to maintain the spacing of the vertical material uniformly, to support the joists forming the beam without changing the truss to prevent the reduction in strength It is effective to minimize the assembly process by eliminating the extra head jack or yoke re-installation process on the truss.

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 발 명에 따른 서포트를 도시한 분해도 이며, 도4는 본 발명의 다른 실시예에 따른 서포트를 도시한 분해도 이다Figure 2 is a front view showing a support mounting state according to the present invention, Figure 3 is an exploded view showing a support according to the present invention, Figure 4 is an exploded view showing a support according to another embodiment of the present invention.

본 발명은, 수직재(100)와 트러스(200)의 연결구조로 이루어 진다.The present invention is made of a connection structure of the vertical member 100 and the truss 200.

상기 수직재(100)는, 슬라브(S)를 성형하기 위한 슬라브거푸집용 제1장선(110)을 지지하도록 수직방향에 하나 이상 연결된다.The vertical member 100 is connected to one or more in the vertical direction to support the first long line 110 for slab formwork for forming the slab (S).

이때, 상기 수직재(100)는, 상단에 헤드잭(130)이 더 구비된다.At this time, the vertical member 100, the head jack 130 is further provided on the top.

그리고, 상기 수직재(100)는, 횡재연결대(150)를 통하여 하나 이상 연결되며, 하단에 베이스잭(170)이 더 구비된다.In addition, the vertical member 100 is connected to one or more through the cross member connecting rod 150, the base jack 170 is further provided at the bottom.

상기 트러스(200)는, 수직재의 상부에 삽입되는 고정대(207)로서 연결될 때 보(G)를 성형하기 위하여 슬라브거푸집 면보다 하향 설치되는 보거푸집용 제2장선(210)에 밀착되도록 설치된다.The truss 200 is installed to be in close contact with the second joist 210 for the formwork to be installed downward than the slab formwork to form the beam (G) when connected as a fixture 207 inserted into the upper portion of the vertical member.

이때, 상기 트러스(200)는, 제1장선을 수직방향을 향하는 고정대(207)로서 지지하고, 제2장선의 폭방향 전체를 수평방향을 향하는 횡대(201)에 밀착시켜 지지토록 설치된다.At this time, the truss 200 is installed to support the first long line as a fixing table 207 facing in the vertical direction, and to closely support the entire width direction of the second long line to the horizontal bar 201 in the horizontal direction.

그리고, 상기 트러스(200)는, 수직재(100)의 상부에 삽입되거나 헤드잭이 연결되는 고정대(207)와, 상기 고정대 사이의 수평방향에 이격설치되는 복수의 횡대(201)와, 상기 횡대(201)에 일정간격을 유지하면서 연결되는 종대(203)와, 상기 종대(203) 사이에서 경사지게 연결되는 보강대(205)로서 이루어 진다.In addition, the truss 200 may include a fixing stand 207 inserted into an upper portion of the vertical member 100 or a head jack connected thereto, a plurality of cross bars 201 spaced apart in a horizontal direction between the fixing bars, and the cross bars ( It is made of a longitudinal band 203 connected to the 201 while maintaining a constant interval, and the reinforcing band 205 connected obliquely between the longitudinal band 203.

한편, 상기 수직재(100)사이의 종방향에는 상기 횡재연결대(150)에 삽입될 때 그 측면에 수직재(100)에 밀착되는 연결편(310)을 갖는 수평재(300)가 연결된 다.On the other hand, in the longitudinal direction between the vertical member 100 is connected to the horizontal member 300 having a connecting piece 310 is in close contact with the vertical member 100 when inserted into the cross member 150.

상기 횡재연결대(150)는, 삽입되는 수직재(100)의 단부가 오버랩되는 복수의 장착슬롯(155)이 구비되고, 상기 장착슬롯(155)에서 하향 압입시 수직재에 밀착토록 연결편(310)에 테이퍼면(313)이 구비되는 구성으로 이루어 진다.The cross member connecting rod 150 is provided with a plurality of mounting slots 155 having overlapping ends of the vertical member 100 to be inserted, and tapered to the connecting piece 310 to be in close contact with the vertical member when pressed downward from the mounting slot 155. The surface 313 is made of a configuration provided.

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 도4에서와 같이, 하나 이상의 수직방향에 연결되는 수직재(100) 및 상기 수직재에 연결되는 트러스(200)의 고정대(207)를 통하여 슬라브(S)를 성형하기 위한 슬라브거푸집용 제1장선(110)의 저면을 지지토록 한다.2 to 4, the first for slab formwork for forming the slab (S) through the fixing member 207 of the vertical member 100 and the truss 200 connected to the vertical member in one or more vertical directions. To support the bottom of the joist 110.

이때, 하나 이상의 수직재(100) 사이에 삽입되면서 상기 수직재(100)의 횡방향에 지지되는 트러스(200)의 횡대(201)를 통하여 보(G)를 성형하기 위한 보거푸집용 제2장선(210)을 지지토록 한다.At this time, the second joist 210 for the formwork for forming the beam (G) through the cross member 201 of the truss 200 supported in the transverse direction of the vertical member 100 while being inserted between one or more vertical member (100). Support).

계속하여, 상기 트러스(200)는, 횡대연결대(150)를 통하여 수직방향에 다단으로 적층되는 수직재(100)에 고정대(207)가 삽입될 때 상기 고정대(207)의 사이에 결합되는 복수의 횡대(201) 및 상기 횡대사이에 각각 결합되는 종대(203)와 보강대(205)를 통하여 트러스 구조물을 형성함으로써 보를 성형하기 위한 콘크리트의 하중을 수직재에 분산토록 한다.Subsequently, the truss 200 includes a plurality of crossbars coupled between the holders 207 when the holders 207 are inserted into the vertical member 100 stacked in multiple stages in the vertical direction through the rods 150. By forming a truss structure through the longitudinal zone 203 and the reinforcing bar 205 respectively coupled between the 201 and the crossbar, the load of concrete for forming the beam is distributed to the vertical member.

그리고, 상기 트러스(200)는 횡대(201)와 제2장선(210)의 높이 차이가 발생될 경우 상기 수직재(100)의 하단부에 각각 지지되는 베이스잭(170)의 회전을 통하여 높이조절이 가능토록 된다.And, the height of the truss 200 is adjustable through the rotation of the base jack 170 is supported on the lower end of the vertical member 100 when the height difference between the cross member 201 and the second long line 210 is generated. It will be.

더하여, 상기 슬라브(S)를 성형하기 위한 슬라브거푸집용 제1장선(110)의 저 면과 트러스(200) 사이의 높이차이가 발생 될 경우 상기 수직재(100) 또는 고정대(207)의 상단에 지지되는 헤드잭(130)의 회전을 통하여 높이조절이 가능토록 된다.In addition, when a height difference is generated between the bottom surface of the first slab 110 for slab formwork and the truss 200 for forming the slab S, the upper part of the vertical member 100 or the fixing table 207 is supported. Height adjustment is possible through the rotation of the head jack 130.

계속하여, 상기 수직재(100)는 그 일측에 횡재연결대(150)가 더 구비되어 트러스(200)에 의해 상단부 간격이 조절되는 수직재(100)의 하측 사이를 일정하게 유지토록 한다.Subsequently, the vertical member 100 is further provided with a cross member connecting rod 150 on one side so as to maintain a constant between the lower side of the vertical member 100 is adjusted by the truss 200 to the upper end spacing.

이때, 상기 횡재연결대(150)에는 연결편(310)을 통하여 수평재(300)가 연결될 때 트러스(200)에 의해 간격이 유지되는 하부의 수직재(100) 사이의 거리를 유지토록 한다.At this time, when the horizontal member 300 is connected through the connecting piece 310 to the horizontal reconnection connection 150 to maintain the distance between the lower vertical member 100 is maintained by the truss 200.

그리고, 상기 횡재연결대(150)는, 삽입되는 수직재(100)의 단부가 오버랩되는 복수의 장착슬롯(155)에 테이퍼면(313)을 갖는 연결편(310)을 통하여 수평재(300)가 각각 삽입될 때 수평재가 수직재에 밀착되어 그 연결부가 일측으로의 휨없이 수직상태를 유지하여 균일한 하중의 전달이 가능토록 된다.In addition, the horizontal member 300, the horizontal member 300 is inserted through the connecting piece 310 having a tapered surface 313 in the plurality of mounting slots 155 overlapping the end of the vertical member 100 to be inserted, respectively At this time, the horizontal member is in close contact with the vertical member so that the connection part can be maintained vertically without bending to one side, so that a uniform load can be transmitted.

또한, 본 발명의 트러스(200)는, 수직재에 삽입시 보(G)를 성형하기 위한 보거푸집용 제2장선(210)에 직접 밀착되는 구성으로 수직재 사이의 간격을 유지하여 휨을 방지함은 물론 하나의 구조물로서 슬라브와 보를 성형하기 위한 제1,2장선을 동시에 지지토록 하는 효과를 가져오는 것이다.In addition, the truss 200 of the present invention is in close contact with the second long line 210 for the formwork for forming the beam (G) when inserted into the vertical member in order to maintain the gap between the vertical member to prevent bending as well as As a structure, the first and second joists for forming slabs and beams are simultaneously supported.

도1은 종래의 서포트 장착상태를 도시한 정면도 이다.1 is a front view showing a conventional support mounting state.

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 서포트를 도시한 분해도 이다.3 is an exploded view showing a support according to the present invention.

도4는 본 발명의 다른 실시예에 따른 서포트를 도시한 분해도 이다4 is an exploded view showing 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 130...헤드잭100 ... vertical 130 ... headjack

150...횡재연결대 170...베이스잭150 ... rebar connection 170 ... base jack

200...트러스 201...종대'200 ... Truss 201 ... Bell '

300...수평재 300 ... Horizontal

Claims (6)

수직재의 상단에 연결되는 트러스로서 슬라브와 보를 형성하기 위해 수평방향에서 높이차를 갖도록 형성되는 거푸집의 제1,2장선을 동시에 지지하도록 설치되고, As trusses connected to the upper end of the vertical member is installed so as to simultaneously support the first and second joists of the formwork formed to have a height difference in the horizontal direction to form the slab and the beam, 상기 제1장선을 트러스의 수직부에서 지지하고, 상기 제2장선의 폭방향 전체를 트러스의 수평부에서 밀착토록 설치되는 구성으로 이루어 진 장선 직결 방식의 시스템 서포트The first joist is supported by the vertical part of the truss, and the support system of the joist direct connection system is configured such that the entire width direction of the second joist is installed in close contact with the horizontal part of the truss. 제1항에 있어서, 상기 수직재는, 그 높이방향에 하나 이상이 다단으로 연결되는 것을 특징으로 하는 장선 직결 방식의 시스템 서포트The system of claim 1, wherein the vertical member is connected in multiple stages in one or more height directions thereof. 제1항에 있어서, 상기 트러스는, 수직재의 상부에 연결되는 고정대와,According to claim 1, The truss is fixed to the upper portion of the vertical member, 상기 고정대의 수평방향에 각각 연결되는 복수의 횡대와, A plurality of cross bars respectively connected to the horizontal direction of the fixing bar; 상기 횡대 사이에 연결되면서 횡대의 수평면 하부 또는 상부에 상단 또는 하단이 위치토록 연결되는 복수의 종대 및 상기 종대 사이에 경사지게 설치되면서 횡대의 수평면 하부 또는 상부에 상단이 위치토록 연결되는 보강대로서 이루어 지는 것을 특징으로 하는 장선 직결 방식의 시스템 서포트Is formed as a reinforcing rod is connected between the cross-section while the upper or lower end of the horizontal plane is connected to the lower or upper portion of the horizontal plane and installed inclined between the vertical position and the upper end of the horizontal plane in the lower or upper portion The system support of the joist connection method characterized by 제3항에 있어서, 상기 고정대는 간격 조절이 가능토록 상단에 헤드잭이 구비 되고, 상기 수직재는 하단에 베이스잭이 더 구비되는 것을 특징으로 하는 장선 직결 방식의 시스템 서포트4. The support system according to claim 3, wherein the holder is provided with a head jack at an upper end thereof so as to adjust an interval, and the vertical member is further provided with a base jack at a lower end thereof. 제1항에 있어서, 상기 수직재는, 횡재연결대가 더 구비되며, According to claim 1, wherein the vertical member, the cross member is further provided with a connecting rod, 상기 횡재연결대는, 삽입되는 수직재의 단부가 오버랩되도록 복수의 장착슬롯이 구비되는 것을 특징으로 하는 장선 직결 방식의 시스템 서포트The cross member connecting rod, the support system of the direct connection method characterized in that a plurality of mounting slots are provided so that the ends of the vertical member is inserted. 제5항에 있어서, 상기 장착슬롯은, 테이퍼면이 구비되는 연결편을 통하여 하향 압입시 수직재에 밀착토록 되는 수평재가 더 장착되는 것을 특징으로 하는 장선 직결 방식의 시스템 서포트According to claim 5, The mounting slot, the joist direct system support, characterized in that the horizontal member is further mounted to be in close contact with the vertical member when pressed downward through the connection piece provided with a tapered surface
KR1020080069546A 2007-08-24 2008-07-17 A system support with direct connecting beam KR20100008920A (en)

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KR1020080069546A KR20100008920A (en) 2008-07-17 2008-07-17 A system support with direct connecting beam
PCT/KR2008/004935 WO2009028842A2 (en) 2007-08-24 2008-08-23 Vertical member and system support using the same

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101258330B1 (en) * 2010-11-02 2013-04-25 케이고 나가세 Temporary supporting system of steel beam and construstion method thereof
CN104234416A (en) * 2013-06-05 2014-12-24 株式会社巨山系统 Column support structure disposed on support system
CN109577534A (en) * 2018-12-05 2019-04-05 杭州江润科技有限公司 Tool-based hanging die assembly type composite floor slab and construction method
CN113982253A (en) * 2021-11-19 2022-01-28 上海宏金设备工程有限公司 Socket type disc buckle type steel pipe support frame double-groove steel joist system
CN114876211A (en) * 2022-04-26 2022-08-09 中国建筑第五工程局有限公司 Assembled superimposed sheet construction system of mating formation
KR102661918B1 (en) * 2023-03-14 2024-04-29 주식회사 한솔건업 Complex type system support with adjustable structure

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101258330B1 (en) * 2010-11-02 2013-04-25 케이고 나가세 Temporary supporting system of steel beam and construstion method thereof
CN104234416A (en) * 2013-06-05 2014-12-24 株式会社巨山系统 Column support structure disposed on support system
CN104234416B (en) * 2013-06-05 2016-04-27 株式会社巨山系统 Be arranged at the beam-slab bracing system structure of mounting system
CN109577534A (en) * 2018-12-05 2019-04-05 杭州江润科技有限公司 Tool-based hanging die assembly type composite floor slab and construction method
CN109577534B (en) * 2018-12-05 2020-07-03 杭州江润科技有限公司 Tool-based hanging die assembly type composite floor slab and construction method
CN113982253A (en) * 2021-11-19 2022-01-28 上海宏金设备工程有限公司 Socket type disc buckle type steel pipe support frame double-groove steel joist system
CN114876211A (en) * 2022-04-26 2022-08-09 中国建筑第五工程局有限公司 Assembled superimposed sheet construction system of mating formation
CN114876211B (en) * 2022-04-26 2023-09-26 中国建筑第五工程局有限公司 Assembled superimposed sheet construction system that mating formation
KR102661918B1 (en) * 2023-03-14 2024-04-29 주식회사 한솔건업 Complex type system support with adjustable structure

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