KR20070000248A - A support structure of slab-mould - Google Patents
A support structure of slab-mould Download PDFInfo
- Publication number
- KR20070000248A KR20070000248A KR1020050055821A KR20050055821A KR20070000248A KR 20070000248 A KR20070000248 A KR 20070000248A KR 1020050055821 A KR1020050055821 A KR 1020050055821A KR 20050055821 A KR20050055821 A KR 20050055821A KR 20070000248 A KR20070000248 A KR 20070000248A
- Authority
- KR
- South Korea
- Prior art keywords
- fixing
- upper support
- formwork
- slab
- support
- Prior art date
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Classifications
-
- 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
- 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
- E04G11/38—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 for plane ceilings of concrete
-
- 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
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
Abstract
Description
본 발명은 슬래브 거푸집 고정구조에 관한 것으로, 더 상세히는 거푸집 고정구조를 개선하여 동바리의 간격을 넓게 설치하여 설치 및 분리작업이 용이함과 아울러 동바리의 휨을 방지하여 거푸집을 안정적으로 고정할 수 있는 슬래브 거푸집 고정구조에 관한 것이다.The present invention relates to a slab formwork fixing structure, and more particularly, to improve the formwork fixing structure to install a wide spacing of the copper bar to facilitate the installation and separation work, and also to prevent the bending of the copper slab formwork that can stably fix the formwork It relates to a fixed structure.
일반적으로, 슬래브를 성형하기 위해서는 건축물의 벽체가 형성된 상태에서 그 벽체면에 직교하는 수평방향으로 거푸집을 설치하고, 복수개의 동바리와 받침대를 이용해 상기 거푸집을 지지하고, 이 거푸집에 콘크리트를 주입하여서 슬래브를 양생한 후 그 거푸집을 제거하여 슬래브를 완성하게 되는 것이다.In general, in order to form a slab, formwork is installed in a horizontal direction orthogonal to the wall surface in a state where a wall of a building is formed, and the formwork is supported by using a plurality of clubs and pedestals, and concrete is injected into the formwork slab. After curing the slab will be removed to complete the slab.
이와 같이, 다수개의 동바리와 받침대 등의 부재를 이용하여 슬래브 거푸집을 지지하게 되므로 공간이 제한되어 후공정의 수행이 불가능하게 되고, 각각의 서포트의 높이를 맞추고, 일정간격으로 설치하여야 하므로 작업공정에 많은 시간과 인력이 소요되고, 제거시에도 많은 인력과 시간이 소요되는 문제점이 있었다.As such, since the slab formwork is supported by using a plurality of members such as a circle and a pedestal, the space is limited, which makes it impossible to perform the post-process, and the height of each support must be set at regular intervals. It takes a lot of time and manpower, there was a problem that takes a lot of manpower and time even when removed.
또한, 콘크리트의 주입 또는 주입된 콘크리트의 다지기 작업시에 충격 등에 의해 거푸집을 받쳐주는 동바리가 유동되거나 휨현상이 발생되고, 이로 인해 설치된 거푸집은 하중에 의해 처지게 되어 슬래브의 표면이 고르게 양생되지 않는 문제점이 있었다.In addition, during the injection of concrete or compaction of the injected concrete, the copper bar supporting the formwork due to impact flows or flexes, and the installed formwork sags due to the load so that the surface of the slab is not cured evenly. There was this.
상기 문제점을 해결하기 위한 본 발명은 거푸집을 고정하기 위해 설치되는 동바리를 보다 견고하게 구비하여 콘크리트 양생 과정에서 휨이나 변형의 발생을 최소화함과 아울러 동바리와 동바리가 서로 고정되도록 하여 한층 더 안정적인 거푸집을 고정할 수 있는 슬래브 거푸집 고정구조를 제공할 목적이 있다.The present invention for solving the above problems is to provide a more robust formwork to secure the formwork to minimize the occurrence of warpage or deformation in the concrete curing process, and also to ensure that the copper bar and the copper bar is fixed to each other more stable formwork It is an object to provide a slab formwork fixing structure that can be fixed.
상기 목적을 달성하기 위한 본 발명은 외주면을 따라 복수의 고정부재가 형성된 하부받침대와, 상기 하부받침대의 내부에 삽입되며 거푸집의 저면을 지지하는 상부받침대와, 상기 상하부받침대 사이에 설치되며 상기 상부받침대를 승,하강시키는 높이조절부와, 상기 상부받침대에 결합되며 상기 상부받침대를 보강하는 보강슬리브가 포함된 동바리와, 상기 동바리의 고정부재 사이에 연결되며 동바리를 고정하는 연결대로 구성된다.The present invention for achieving the above object is a lower pedestal formed with a plurality of fixing members along the outer circumferential surface, the upper pedestal is inserted between the lower pedestal and supporting the bottom of the formwork, the upper pedestal is installed between the upper pedestal It is connected to the height adjusting portion for raising and lowering, and the copper bar is coupled to the upper support and the reinforcing sleeve to reinforce the upper support, and the fixing member of the copper bar is connected to secure the copper bar.
이하, 본 발명에 따른 바람직한 실시예를 첨부도면을 참조하여 상세히 설명하면 다음과 같다.Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
도 1은 본 발명에 따른 설치된 상태 단면도이고, 도 2는 도 1에 도시된 A-A선 단면도이며, 도 3은 도 1에 도시된 B-B선 단면도이고, 도 4는 본 발명에 따른 설치된 상태 평단면도이다.1 is a cross-sectional view of the installed state according to the present invention, FIG. 2 is a cross-sectional view taken along line AA of FIG. 1, FIG. 3 is a cross-sectional view taken along the line BB shown in FIG. 1, FIG. .
도 1내지 도 4에 도시된 바와 같이 본 발명은 건축물의 벽체를 형성하고, 이 벽체에 슬래브를 형성하기 위해 거푸집(100)이 설치하고, 이 거푸집(100)을 고정하기 위한 동바리(10)가 설치된다.As shown in FIGS. 1 to 4, the present invention forms a wall of a building, and a formwork 100 is installed to form a slab on the wall, and a club 10 for fixing the formwork 100 is provided. Is installed.
구성에 따른 본 발명은 건축물의 바닥면에서 수직으로 하부받침대(20)가 설치되고, 상기 하부받침대(20)에 결합되며 거푸집(100)의 저면에 상부받침대(30)가 지지되며, 상기 상하부받침대(20,30) 사이에는 상부받침대(30)를 승,하강시키는 높이조절부(40)가 구비되며, 상기 상부받침대(30)에 고정되어 상기 상부받침대(30)를 보강하는 보강슬리브(50)가 포함된 동바리(10)로 구성된다.The present invention according to the configuration is installed on the bottom support 20 vertically from the bottom of the building, coupled to the lower support 20, the upper support 30 is supported on the bottom of the formwork 100, the upper and lower support Between 20 and 30, the height adjusting unit 40 for raising and lowering the upper support 30 is provided, and is fixed to the upper support 30 to reinforce the sleeve 50 to reinforce the upper support 30. Consists of the included club (10).
상기 하부받침대(20)는 원통형상을 가지며 양단에 플랜지가 결합되고, 이 외주면을 따라 복수의 고정부재(21)가 형성된다.The lower support 20 has a cylindrical shape and a flange is coupled to both ends, and a plurality of fixing members 21 are formed along the outer circumferential surface thereof.
상기 고정부재(21)는 전후,좌우로 서로 직교되게 설치되며, 수직 방향으로 복수의 결합공(22)이 형성된다.The fixing member 21 is installed perpendicularly to each other in the front, rear, left and right, and a plurality of coupling holes 22 are formed in the vertical direction.
상기 상부받침대(30)는 원통형상을 가지며 상단부에 플랜지가 형성되고, 하방향으로 연장되며 일정한 간격을 두고 복수의 삽입공(31)이 형성되고, 연장되는 소정의 구간에 나사 결합가능하게 형성된다.The upper support 30 has a cylindrical shape and a flange is formed at the upper end, extending downward and a plurality of insertion holes 31 are formed at regular intervals, and is formed to be screwable in a predetermined section extending. .
상기 높이조절부(40)는 통상의 방법을 채택하며, 상기 상부받침대(30)에 나사 결합되어 상기 높이조절부(40)의 회동에 따라 상기 상부받침대(30)가 승하강되는 것이다.The height adjusting part 40 adopts a conventional method, and is screwed to the upper support 30 so that the upper support 30 is raised and lowered according to the rotation of the height adjusting part 40.
상기 보강슬리브(50)는 하방향으로 연장되며 관통된 장공(51)이 형성된다.The reinforcing sleeve 50 extends downward and has a penetrating long hole 51.
그리고 상기 상부받침대(30)의 외주면에 보강슬리브(50)가 끼워지고 상기 상부받침대(30)의 삽입공(31)과 보강슬리브(50)의 장공(51) 사이에 고정바(52)가 끼워져 고정된다.And the reinforcing sleeve 50 is inserted into the outer peripheral surface of the upper support 30 and the fixing bar 52 is inserted between the insertion hole 31 of the upper support 30 and the long hole 51 of the reinforcement sleeve 50 It is fixed.
이렇게 구성된 동바리(10)는 거푸집(100)의 저면에 일정한 간격을 두고 설치되고, 상기 동바리(10)와 동바리(10) 사이에는 연결대(60)가 결합된다.The copper bar 10 configured as described above is installed at regular intervals on the bottom surface of the formwork 100, and the connecting bar 60 is coupled between the copper bar 10 and the copper bar 10.
상기 연결대(60)는 일정한 간격을 가지며, 양단부에는 고정부재(21)의 결합공(22)에 고정수단에 의해 결합가능하게 체결공(61)이 형성된다.The connecting table 60 has a predetermined interval, the fastening hole 61 is formed to be coupled to the coupling hole 22 of the fixing member 21 at both ends by a fixing means.
도 1에 도시된 바와 같이, 상기 높이조절부(40)를 일방향으로 회동시키면 상기 보강슬리브(50)와 함께 상부받침대(30)가 상승되면서 상기 거푸집(100)의 저면을 지지하게 된다.As shown in FIG. 1, when the height adjusting part 40 rotates in one direction, the upper support 30 is raised together with the reinforcing sleeve 50 to support the bottom surface of the formwork 100.
이처럼, 상기 상부받침대(30)에 보강슬리브(50)가 결합됨에 따라 상기 상부받침대(30)에 가해지는 충격이나 휨현상을 방지할 수 있는 것이다.As such, as the reinforcing sleeve 50 is coupled to the upper support 30, it is possible to prevent the impact or bending phenomenon applied to the upper support 30.
그리고 상기 하부받침대(20)의 외주면에 고정부재(21)를 형성하여 한층 더 견고하게 보강되는 것이다.And to form a fixing member 21 on the outer circumferential surface of the lower support 20 is to be reinforced more firmly.
상기와 같은 방법으로 일정한 간격으로 동바리(10)를 설치한 후, 도 4에 도시된 바와 같이, 상기 하부받침대(20)의 전후,좌우 방향으로 연결대(60)를 고정할 수 있는 것이다.After installing the group 10 at regular intervals as described above, as shown in Figure 4, it is possible to fix the connecting table 60 in the front, rear, left and right directions of the lower support 20.
이와 같이, 상기 동바리(10)와 동바리(10)가 일정한 간격을 두고 서로 결합됨에 따라동바리(10)에 가해지는 외부충격이나 하중 등을 분산하여, 한층 더 견고하게 거푸집(100)을 고정하므써, 슬래브의 양생이 원활하게 이루어진다.In this way, as the copper bar 10 and the copper bar 10 are coupled to each other at regular intervals by dispersing external impact or load applied to the copper bar 10, by fixing the formwork 100 more firmly , Curing of the slab is made smoothly.
이렇게 상기 동바리(10)의 외부충격이나 하중을 충분히 견딜 수 있어, 거푸집(100)을 지지하는 동바리(10)의 갯수를 줄일 수 있어, 설치작업 및 제거가 손쉽게 이루어져 코스트가 절감되는 장점이 있다.Thus, it can withstand the external impact or load of the copper bar 10, can reduce the number of copper bar 10 to support the formwork 100, there is an advantage that the installation work and removal is easy to reduce the cost.
따라서, 본 발명은 동바리의 상하부받침대에 고정부재 및 보강슬리브를 결합하고, 이렇게 구성된 상기 동바리와 동바리 사이에 연결대를 설치하여 거푸집에 가해지는 외부충격이나 하중 등을 분산하여 안정적으로 거푸집을 고정할 수 있는 효과가 있다.Therefore, the present invention is to couple the fixing member and the reinforcing sleeve to the upper and lower support of the copper bar, and by installing a connecting rod between the copper bar and the copper bar configured in this way to distribute the external impact or load applied to the formwork can be fixed stably the formwork It has an effect.
이와 같이, 동바리의 외부충격이나 하중 등을 충분히 견딜 수 있어, 거푸집을 고정하는 동바리의 갯수를 줄여 설치작업 및 제거가 손쉽게 이루어져 코스트가 절감되는 효과가 있다.In this way, it can withstand the impact or load of the clubs sufficiently, reducing the number of clubs for fixing the formwork is easy to install and remove, there is an effect of reducing the cost.
도 1은 본 발명에 따른 설치된 상태 단면도, 1 is a cross-sectional view of the installed state according to the present invention,
도 2는 도 1에 도시된 A-A선 단면도, 2 is a cross-sectional view taken along the line A-A shown in FIG.
도 3은 도 1에 도시된 B-B선 단면도3 is a cross-sectional view taken along the line B-B shown in FIG.
도 4는 본 발명에 따른 설치된 상태 평단면도.Figure 4 is an installed planar cross-sectional view according to the present invention.
* 도면의 주요 부분에 대한 부호의 설명 *Explanation of symbols on the main parts of the drawings
10: 동바리 20: 하부받침대10: Circle 20: Lower base
21:고정부재 22: 결합공21: fixing member 22: coupling hole
30: 상부받침대 31: 삽입공30: upper stand 31: insertion hole
40: 높이조절부 50: 보강슬리브40: height adjustment unit 50: reinforcement sleeve
60: 연결대 100: 거푸집60: connecting rod 100: die
Claims (3)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020050055821A KR100712064B1 (en) | 2005-06-27 | 2005-06-27 | A Support Structure of slab-Mould |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020050055821A KR100712064B1 (en) | 2005-06-27 | 2005-06-27 | A Support Structure of slab-Mould |
Publications (3)
Publication Number | Publication Date |
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KR20060136218A KR20060136218A (en) | 2007-01-02 |
KR20070000248A true KR20070000248A (en) | 2007-01-02 |
KR100712064B1 KR100712064B1 (en) | 2007-05-02 |
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KR1020050055821A KR100712064B1 (en) | 2005-06-27 | 2005-06-27 | A Support Structure of slab-Mould |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101012088B1 (en) * | 2008-07-24 | 2011-02-07 | 금강공업 주식회사 | Slab panel construction system |
Family Cites Families (2)
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KR20030000540A (en) * | 2001-06-26 | 2003-01-06 | 곽영준 | Method for buy servicing of present using internet |
KR20020032487A (en) * | 2002-04-08 | 2002-05-03 | 안종식 | A mold supporting device of slab |
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2005
- 2005-06-27 KR KR1020050055821A patent/KR100712064B1/en not_active IP Right Cessation
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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KR101012088B1 (en) * | 2008-07-24 | 2011-02-07 | 금강공업 주식회사 | Slab panel construction system |
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