KR20030017920A - Concrete Sheeting Board - Google Patents
Concrete Sheeting Board Download PDFInfo
- Publication number
- KR20030017920A KR20030017920A KR1020010051553A KR20010051553A KR20030017920A KR 20030017920 A KR20030017920 A KR 20030017920A KR 1020010051553 A KR1020010051553 A KR 1020010051553A KR 20010051553 A KR20010051553 A KR 20010051553A KR 20030017920 A KR20030017920 A KR 20030017920A
- Authority
- KR
- South Korea
- Prior art keywords
- reinforcing member
- concrete formwork
- frp plate
- frp
- reinforcing
- Prior art date
Links
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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/05—Forming boards or similar elements the form surface being of plastics
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G2009/028—Forming boards or similar elements with reinforcing ribs on the underside
Abstract
Description
본 발명은 거푸집널에 관한 것으로서, 더욱 상세하게는 제작이 간편하고 무게가 가벼워서 취급이 용이하며 타설되는 콘크리트의 상태를 용이하게 파악할 수 있도록 FRP{Fiber glass reinforced plastic:유리섬유보강플라스틱}판재와 알루미늄프레임을 조립하여 구성되는 콘크리트 거푸집널에 관한 것이다.The present invention relates to a formwork, and more particularly, easy to manufacture and light in weight, easy to handle, and easily grasp the state of the concrete to be poured FRP (Fiber glass reinforced plastic) sheet and aluminum It relates to a concrete formwork composed by assembling the frame.
일반적으로 콘크리트 거푸집은 건축이나 토목공사시에 구축할 구조물을 외형을 만들고 그 내부에 콘크리트를 타설하여 원하는 구조물의 형상으로 양생시키는데 사용된다.In general, the concrete formwork is used to shape the structure to be built during construction or civil engineering work and to cure the concrete to the shape of the desired structure by placing concrete therein.
상기한 콘크리트 거푸집은 다수개의 콘크리트 거푸집널을 서로 연결하여 이루어지며, 시공시의 하중 및 콘크리트의 압력 등에 견디고 콘크리트에 손상을 주지 않으며 쉽게 해체할 수 있는 목재 콘크리트 거푸집널이 주로 사용된다.The concrete formwork is made by connecting a plurality of concrete formwork with each other, the wooden concrete formwork that can easily dismantle without enduring the load and the pressure of the concrete during construction, without damaging the concrete is mainly used.
상기한 목재 콘크리트 거푸집널은 직사각형의 판재와 상기한 판재의 4변을 지지하는 테두리부재와 상기한 테두리부재간을 연결하는 보강부재로 구성된다.The wood-concrete formwork is composed of a rectangular plate and a frame member supporting four sides of the plate and a reinforcing member connecting the frame member.
그러나 상기와 같이 구성되는 목재 콘크리트 거푸집널은 여러번 사용하면 콘크리트의 수분이 흡수되므로 무게가 무거워지고, 여러개를 설치시에 연결못을 통하여 결합되므로 작업이 어렵고 해체하기도 불편하다.However, the wooden concrete formwork configured as described above is heavy because the water absorbs the moisture of the concrete when used several times, it is difficult to disassemble and difficult to disassemble because it is combined through a connection nail when installing several.
따라서 종래에는 설치가 비교적 간단하고 강도가 우수한 철재 콘크리트 거푸집널이 널리 사용된다.Therefore, conventionally, steel concrete formwork is relatively easy to install and excellent in strength is widely used.
상기한 철재 콘크리트 거푸집널은 직사각형의 철판과 상기한 철판의 사방끝부분에 용접고정되고 다른 부재와 연결가능하도록 하나이상의 연결공이 형성되는 테두리부재와 상기한 테두리부재간 및 철판과 용접고정되는 보강부재로 구성된다.The steel concrete formwork is a rectangular steel plate and the rim member is welded fixed to the four ends of the iron plate and at least one connecting hole is formed so as to be connected to other members and the stiffening member between the rim member and the steel plate welded fixed It consists of.
상기와 같이 구성되는 종래의 철재 콘크리트 거푸집널은 무게가 무거우면 취급이 어려우므로 주로 소형으로 제작된다.Conventional steel concrete formwork is configured as described above is difficult to handle if the weight is heavy, it is mainly produced in a compact.
그리고 철판과 테두리부재 등이 용접에 의해서 고정되므로 작업이 번거롭고 용접부가 취약해지거나 부식이 발생하기 쉽다.And since the steel plate and the rim member is fixed by welding, the work is cumbersome and the weld is weak or easily prone to corrosion.
상기와 같이 구성되는 종래의 철재 콘크리트 거푸집널은 완성된 콘크리트 거푸집 내부에 콘크리트를 포설할 때 다짐상태 등을 확인하기가 곤란하므로 부실시공의 원인이 된다.Conventional steel concrete formwork is configured as described above is difficult to check the compaction state, etc. when laying the concrete inside the finished concrete formwork is a cause of secondary construction.
본 발명은 상기와 같은 문제점을 해결하기 위한 것으로서 투시가능한 FRP판재의 사방끝부분에 보강재를 내장시키고 상기한 보강재가 내장된 부분이 삽입지지되도록 테두리부재에 삽입홈을 형성하여 콘크리트의 다짐상태파악이 용이하면서 가볍고 조립이 용이하도록 구성되는 콘크리트 거푸집널을 제공하기 위한 것이다.The present invention is to solve the problems as described above by embedding a reinforcement in the four ends of the transparent FRP plate material and forming an insertion groove in the rim member so that the portion is embedded with the reinforcement is confirmed the compaction state of concrete It is to provide a concrete formwork that is configured to be easy, light and easy to assemble.
도 1은 본 발명에 따른 콘크리트 거푸집널의 일실시예를 나타내는 사시도.1 is a perspective view showing an embodiment of a concrete formwork according to the present invention.
도 2는 본 발명에 따른 콘크리트 거푸집널의 일실시예를 나타내는 정면도.Figure 2 is a front view showing an embodiment of the concrete formwork according to the present invention.
도 3은 본 발명에 따른 콘크리트 거푸집널의 일실시예를 나타내는 배면도.Figure 3 is a rear view showing an embodiment of the concrete formwork according to the present invention.
도 4는 도 2의 A-A선 단면도.4 is a cross-sectional view taken along the line A-A of FIG.
도 5는 본 발명에 따른 콘크리트 거푸집널의 일실시예에 있어서 코너보강구부분을 나타내는 확대도.Figure 5 is an enlarged view showing a corner reinforcing sphere portion in one embodiment of a concrete formwork according to the present invention.
도 6은 본 발명에 따른 콘크리트 거푸집의 다른 실시예를 나타내는 FRP판재와 테두리부재의 조립상태를 나타내는 단면도.Figure 6 is a cross-sectional view showing an assembled state of the FRP plate and the frame member showing another embodiment of the concrete formwork according to the present invention.
본 발명이 제안하는 콘크리트 거푸집널은 투시가능하고 사방끝부분에 보강재가 내장되는 FRP판재와, 상기한 FRP판재의 사방끝부분이 지지되는 삽입홈이 형성되고 서로 다른 부재와 연결가능하도록 하나이상의 관통홀이 형성되는 테두리부재를 포함한다.The concrete formwork proposed by the present invention is transparent to the FRP plate material with a reinforcing material is built in the four sides, and the insertion groove for supporting the four ends of the FRP plate material is formed and can be connected to one or more different members It includes a frame member is formed a hole.
상기한 테두리부재는 각각 한쌍의 가로부재 및 세로부재로 이루어지고, 상기한 가로부재와 세로부재가 만나는 코너부분에는 코너보강구를 설치하여 용접하도록 구성되는 것을 포함한다.Each of the edge members includes a pair of horizontal members and vertical members, and the corner members where the horizontal members and the vertical members meet each other include a corner reinforcing member installed to weld the edge members.
그리고 상기한 FRP판재의 중간부분을 지지하도록 서로 대향되는 테두리부재간을 연결하는 하나이상의 제1보강부재와, 상기한 제1보강부재와 테두리부재 및/또는 제1보강부재와 제1보강부재를 연결하는 하나이상의 제2보강부재를 더 포함한다.And at least one first reinforcing member connecting the edge members opposed to each other so as to support the intermediate portion of the FRP plate, and the first reinforcing member and the edge member and / or the first reinforcing member and the first reinforcing member. It further comprises at least one second reinforcing member for connecting.
상기한 제1보강부재 및 제2보강부재는 각각 상기한 FRP판재와 접착제에 의하여 고정되는 것을 포함한다.Each of the first reinforcing member and the second reinforcing member may be fixed by the FRP plate member and the adhesive.
상기한 FRP판재의 사방끝부분은 소정의 각도로 꺽이는 경사부와 상기한 경사부에 연장 형성되는 플랜지부로 이루어지고, 상기한 테두리부재의 삽입홈은 상기한 FRP판재의 플랜지부 및 경사부가 얹혀져 지지되는 제1지지부와 플랜지부 및 경사부의 제1지지부 반대쪽을 지지하는 제2지지부의 사이에 형성된 것을 포함한다.The four ends of the FRP plate member comprises an inclined portion bent at a predetermined angle and a flange portion extending to the inclined portion, and the insertion groove of the edge member is mounted on the flange portion and the inclined portion of the FRP plate member. And a first support portion supported between the second support portion supporting the opposite side of the first support portion of the flange portion and the inclined portion.
다음으로 본 발명에 따른 콘크리트 거푸집널의 바람직한 실시예를 도면을 참조하여 상세히 설명한다.Next, a preferred embodiment of the concrete formwork according to the present invention will be described in detail with reference to the drawings.
먼저 본 발명에 따른 콘크리트 거푸집널(1)의 일실시예는 도1~도6에 나타낸 바와 같이, 투시가능하고 사방끝부분에 보강재(12)가 내장되는 FRP판재(10)와, 상기한 FRP판재(10)의 사방끝부분이 지지되는 삽입홈(22)이 형성되고 서로 다른 부재와 연결가능하도록 하나이상의 관통홀(28)이 형성되는 테두리부재(20)를 포함한다.First, an embodiment of the concrete formwork 1 according to the present invention, as shown in Figures 1 to 6, the FRP plate material 10, which is transparent and built-in reinforcement 12 at all four ends, and the FRP Insertion groove 22 is formed to support the four ends of the plate 10 includes a frame member 20 is formed with one or more through-holes 28 to be connected to the different members.
상기한 테두리부재(20)는 각각 한쌍의 가로부재(20') 및 세로부재(20")로 이루어지고, 상기한 가로부재(20')와 세로부재(20")가 만나는 코너부분에는 코너보강구(30)를 설치하여 용접하도록 구성되는 것을 포함한다.Each of the edge members 20 includes a pair of horizontal members 20 'and a vertical member 20 ", and corner reinforcement is formed at the corner where the horizontal member 20' and the vertical member 20" meet. And configured to install and weld the sphere 30.
그리고 상기한 FRP판재(20)의 중간부분을 지지하도록 서로 대향되는 테두리부재(20)간을 연결하는 하나이상의 제1보강부재(40)와, 상기한 제1보강부재(40)와 테두리부재(20) 및/또는 제1보강부재(40)와 제1보강부재(40)를 연결하는 하나이상의 제2보강부재(50)를 더 포함한다.And at least one first reinforcing member 40 connecting the frame members 20 opposed to each other so as to support the middle portion of the FRP plate 20, and the first reinforcing member 40 and the frame member ( 20) and / or one or more second reinforcing members 50 connecting the first reinforcing member 40 and the first reinforcing member 40.
상기한 제1보강부재(40) 및 제2보강부재(50)는 각각 상기한 FRP판재(10)와 접착제에 의하여 고정되는 것을 포함한다.The first reinforcing member 40 and the second reinforcing member 50 includes those fixed by the FRP plate member 10 and the adhesive, respectively.
상기한 FRP판재(10)의 사방끝부분은 소정의 각도로 꺽이는 경사부(14)와 상기한 경사부(14)에 연장 형성되는 플랜지부(16)로 이루어지고, 상기한 테두리부재(20)의 삽입홈(22)은 상기한 FRP판재(10)의 경사부(14) 및 플랜지부(16)가 얹혀져 지지되는 제1지지부(24)와 경사부(14) 및 플랜지부(16)의 제1지지부(24) 반대쪽을 지지하는 제2지지부(26)의 사이에 형성된 것을 포함한다.The four ends of the FRP plate member 10 is composed of the inclined portion 14 is bent at a predetermined angle and the flange portion 16 extending to the inclined portion 14, the edge member 20 The insertion groove 22 of the first support portion 24 and the inclined portion 14 and the flange portion 16, on which the inclined portion 14 and the flange portion 16 of the FRP plate member 10 are mounted and supported. It includes those formed between the second support portion 26 for supporting the opposite side of the first support portion 24.
상기한 콘크리트 거푸집널(1)은 도1~도3에 나타낸 바와 같이 직사각형으로 형성되며, 도면에는 나타내지 않았지만, 다각형이나 원형으로 형성하는 것도 가능하며, 테두리부재(20)의 제1지지부(24) 및 FRP판재(10)의 보강재(12)가 내장되는 부분, 제1보강부재(40), 제2보강부재(50)를 제외하고 모두 투시되도록 구성된다.The concrete formwork 1 is formed in a rectangular shape as shown in Figures 1 to 3, although not shown in the figure, it is also possible to form a polygon or a circle, the first support portion 24 of the rim member 20 And it is configured to see all except the portion of the reinforcing member 12 of the FRP plate 10, the first reinforcing member 40, the second reinforcing member (50).
상기한 FRP판재(10)의 사방끝부분에 내장되는 보강재(12)는 도4에 나타낸 바와 같이, ""형상으로 형성되고 상기한 경사부(14) 및 플랜지부(16)도 상기한 보강재(12)와 마찬가지로 ""형상으로 형성된다.As shown in FIG. 4, the reinforcement 12 embedded in the four ends of the FRP plate member 10 is " "The inclined portion 14 and the flange portion 16 formed in the shape and the same as the reinforcement 12 described above" Is formed into a shape.
상기한 보강재(12)는 도면에는 나타내지 않았지만, 상기한 FRP판재(10)에 전체적으로 그물형상이나 격자형상으로 내장되는 것도 가능하다.Although the reinforcing material 12 is not shown in the drawings, the reinforcing material 12 may be incorporated in the mesh shape or lattice shape as a whole.
그리고 상기한 보강재(12)는 FRP판재(10)와의 결속력을 향상시키도록 외주면에 요철(13)을 형성하는 것이 가능하므로 바람직하다.And the reinforcing member 12 is preferable because it is possible to form the unevenness 13 on the outer peripheral surface to improve the binding force with the FRP plate member 10.
상기한 보강재(12)는 강도가 양호하고 무게가 가벼우며 내식성이 우수한 알루미늄으로 형성되며, 테두리부재(20) 및 제1보강부재(40), 제2보강부재(50), 코너보강구(30)도 마찬가지의 재질로 형성된다.The reinforcing member 12 is formed of aluminum having good strength, light weight, and excellent corrosion resistance, and includes a rim member 20, a first reinforcing member 40, a second reinforcing member 50, and a corner reinforcing tool 30. ) Is also formed of the same material.
상기한 테두리부재(20)는 도4에 나타낸 바와 같이, 상기한 FRP판재(10)에 수직으로 설치되며, 제1지지부(24) 및 제2지지부(26)는 상기한 FRP판재(10)와 평행하게 돌출된다.As shown in FIG. 4, the edge member 20 is installed perpendicular to the FRP plate member 10, and the first support portion 24 and the second support portion 26 are formed of the FRP plate member 10. It protrudes in parallel.
상기한 제1지지부(24)는 상기한 플랜지부(16) 및 경사부(14)의 하부면과 대응되도록""형상으로 형성되어 상기한 FRP판재(10)와 자연스럽게 연결되도록 구성된다.The first support part 24 corresponds to the lower surface of the flange part 16 and the inclined part 14. "Formed in a shape is configured to be naturally connected to the above-described FRP plate 10.
상기한 제1지지부(24) 및/또는 제2지지부(26)는 도면에는 나타내지 않았지만, 상기한 FRP판재(10)와 리벳 등의 체결구로 결합하는 것도 가능하므로 바람직하다.Although the first support part 24 and / or the second support part 26 are not shown in the drawings, the first support part 24 and / or the second support part 26 may be combined with the fasteners such as the FRP plate member 10 and rivets.
상기한 제2지지부(26)는 상기한 플랜지부(16) 및 경사부(14)가 상기한 삽입홈(22)에 쉽게 조립되도록 상부로 일정한 간격 떨어지게 형성되되, 끝부분이 상기한 FRP판재(10)를 지지하도록 수직으로 돌출시킴으로써 조립된 부분이 쉽게 빠지지 않도록 구성된다.The second support portion 26 is formed to be spaced apart at regular intervals to the top so that the flange portion 16 and the inclined portion 14 is easily assembled into the insertion groove 22, the end portion is the FRP plate ( 10) It is constructed so that the assembled part is not easily pulled out by protruding vertically to support it.
상기한 테두리부재(20)의 삽입홈(22)은 도6에 나타낸 바와 같이, 일측이 절개되는 원형으로 형성하고 상기한 FRP판재(10)의 사방끝부분도 상기한 삽입홈(22)에 대응되도록 원형으로 형성하여 조립하는 것도 가능하다.As shown in FIG. 6, the insertion groove 22 of the edge member 20 is formed in a circular shape in which one side is cut, and all four ends of the FRP plate material 10 correspond to the insertion groove 22. It is also possible to form and assemble as circular as possible.
상기한 테두리부재(20) 관통홀(28)에는 도4에 나타낸 바와 같이, 테두리부재(10)간을 연결하는 연결핀 등에 의해 마모가 발생하지 않도록 부싱(29)이 삽입된다.As shown in FIG. 4, the bushing 29 is inserted into the edge member 20 through-hole 28 so that wear does not occur due to a connection pin connecting the edge members 10.
상기한 코너보강구(30)는 도1~도2 및 도5에 나타낸 바와 같이, 상기한 가로부재(20')와 세로부재(20")가 서로 만나는 코너부분에 설치되며 용접에 의해서 고정되며, 도면에는 나타내지 않았지만, 볼트나 너트, 리벳 등의 체결구로 결합하는 것도 가능하다.1 to 2 and 5, the corner reinforcing holes 30 are installed at corners where the horizontal member 20 'and the vertical member 20 "meet each other and are fixed by welding. Although not shown in the drawings, it is also possible to combine with fasteners such as bolts, nuts, rivets, and the like.
상기한 제1보강부재(40)는 도1에 나타낸 바와 같이, 상기한 테두리부재(20) 또는 제2보강부재(50)와 용접으로 고정하도록 구성되며 상기한 코너보강구(30)에 의해서 고정하는 것도 가능하다.As shown in FIG. 1, the first reinforcing member 40 is configured to be fixed by welding with the edge member 20 or the second reinforcing member 50 and fixed by the corner reinforcing hole 30. It is also possible.
그리고 상기한 제2보강부재(50)도 제1보강부재(40)와 마찬가지로 양쪽끝부분이 용접고정된다.And both ends of the second reinforcing member 50, like the first reinforcing member 40 is fixed.
상기한 제1보강부재(40) 및 제2보강부재(50)는 도면에는 나타내지 않았지만, FRP판재(10)와 리벳으로 고정하는 것도 가능하므로 바람직하다.Although the first reinforcing member 40 and the second reinforcing member 50 are not shown in the drawings, the first reinforcing member 40 and the second reinforcing member 50 may be fixed with the FRP plate member 10 and rivets.
그리고 상기한 제1보강부재(40) 및/또는 제2보강부재(50)는 도면에는 나타내지 않았지만, 취급시에 미끄럼을 방지할 수 있도록 외면에 요철을 형성하는 것이 가능하므로 바람직하다.In addition, although the first reinforcing member 40 and / or the second reinforcing member 50 are not shown in the drawing, it is preferable to form irregularities on the outer surface so as to prevent sliding during handling.
상기에서는 본 발명에 따른 콘크리트 거푸집널의 바람직한 실시예에 대하여 설명하였지만, 본 발명은 이에 한정되는 것이 아니고 특허청구범위와 발명의 상세한 설명 및 첨부한 도면의 범위 안에서 여러가지로 변형하여 실시하는 것이 가능하고 이 또한 본 발명의 범위에 속한다.In the above, a preferred embodiment of the concrete formwork according to the present invention has been described, but the present invention is not limited thereto, and it is possible to carry out various modifications within the scope of the claims and the detailed description of the invention and the accompanying drawings. It also belongs to the scope of the present invention.
상기와 같이 구성되는 콘크리트 거푸집에 의하면, 거푸집판이 투시가능한 FRP로 형성되므로 포설되는 콘크리트의 충전상태나 다짐상태 등의 파악이 용이하며, FRP판재의 사방끝부분에 보강재가 내장되므로 강도가 향상되고 수명이 연장된다.According to the concrete formwork configured as described above, since the formwork plate is formed of a see-through FRP, it is easy to grasp the filling state and compaction state of the concrete to be installed, and the reinforcement is built in the four ends of the FRP plate material, the strength is improved and the service life This is extended.
상기와 같이 구성되는 콘크리트 거푸집널에 의하면, FRP 및 알루미늄 재질로 형성되므로 무게가 가벼우며, FRP판재와 테두리부재 고정하기 위한 별도의 체결구가 필요없으므로 제작이 간단하다.According to the concrete formwork is configured as described above, because it is formed of FRP and aluminum material, the weight is light, and because it does not need a separate fastener for fixing the FRP plate and the frame member is easy to manufacture.
따라서 취급이 용이하고 생산능률이 향상된다.Therefore, handling is easy and production efficiency is improved.
Claims (5)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2001-0051553A KR100454787B1 (en) | 2001-08-25 | 2001-08-25 | Concrete Sheeting Board |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2001-0051553A KR100454787B1 (en) | 2001-08-25 | 2001-08-25 | Concrete Sheeting Board |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR2020010025916U Division KR200254773Y1 (en) | 2001-08-27 | 2001-08-27 | Concrete Sheeting Board |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20030017920A true KR20030017920A (en) | 2003-03-04 |
| KR100454787B1 KR100454787B1 (en) | 2004-11-12 |
Family
ID=27720868
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR10-2001-0051553A KR100454787B1 (en) | 2001-08-25 | 2001-08-25 | Concrete Sheeting Board |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR100454787B1 (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100682309B1 (en) * | 2004-06-03 | 2007-02-15 | 주식회사 알루폼스코리아 | Concert Fabrication of aluminum materials |
| KR101641335B1 (en) * | 2015-04-30 | 2016-07-20 | 서보산업 주식회사 | Wood gang form and method for constructing concrete building using this same |
| CN111655952A (en) * | 2018-01-19 | 2020-09-11 | 蒂科姆布兄弟制造公司 | Ring tie for cement formed panel system |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101798540B1 (en) * | 2017-04-19 | 2017-11-16 | 신성구조이엔지 주식회사 | Versatile cantilever bracket device |
| US11225802B2 (en) * | 2017-10-12 | 2022-01-18 | George CHARITOU | Prop head assembly |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR950033455U (en) * | 1994-05-10 | 1995-12-16 | 황선희 | Construction formwork |
| KR200265113Y1 (en) * | 1998-07-02 | 2002-06-20 | 윤성준 | Formwork Euro Form Panel |
| KR200175341Y1 (en) * | 1999-10-25 | 2000-03-15 | 이유선 | Pannel structure for mold |
| KR200186899Y1 (en) * | 2000-01-10 | 2000-06-15 | 주식회사동양인터내셔널 | A sheeting |
| KR200198576Y1 (en) * | 2000-04-24 | 2000-10-02 | 김선자 | A sheeting panel of a plastics |
| KR200223210Y1 (en) * | 2000-12-23 | 2001-05-15 | 주식회사동양인터내셔널 | Concrete Sheeting |
-
2001
- 2001-08-25 KR KR10-2001-0051553A patent/KR100454787B1/en not_active IP Right Cessation
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100682309B1 (en) * | 2004-06-03 | 2007-02-15 | 주식회사 알루폼스코리아 | Concert Fabrication of aluminum materials |
| KR101641335B1 (en) * | 2015-04-30 | 2016-07-20 | 서보산업 주식회사 | Wood gang form and method for constructing concrete building using this same |
| US9861190B2 (en) | 2015-04-30 | 2018-01-09 | Seobo Industrial Co., Ltd. | Wood gang form and method for constructing concrete building using same |
| CN111655952A (en) * | 2018-01-19 | 2020-09-11 | 蒂科姆布兄弟制造公司 | Ring tie for cement formed panel system |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100454787B1 (en) | 2004-11-12 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100454787B1 (en) | Concrete Sheeting Board | |
| KR100682310B1 (en) | Mold for Concert | |
| KR200254773Y1 (en) | Concrete Sheeting Board | |
| CN106639031A (en) | Convex side keel, concave side keel, wall body connecting structure and connecting method thereof | |
| KR20110106204A (en) | Deck plate | |
| WO2011036928A1 (en) | House foundation panel unit, house foundation structure, and method for forming a house foundation | |
| JP2010168877A (en) | Residual form and form panel used for the same | |
| KR20170050143A (en) | Assembly type concrete mold | |
| KR101676841B1 (en) | Steel Beam of Asymmetric Variable Section for Installation of High Deck Slab | |
| KR100452976B1 (en) | Joint structure of steel plate reinforced RC beam and slab for slim floor system | |
| KR200223210Y1 (en) | Concrete Sheeting | |
| CN109680926A (en) | A kind of Combined type building template | |
| KR20070043641A (en) | Angle-adjusted forming board | |
| KR101683713B1 (en) | Fabricated Mold | |
| CN209145266U (en) | A kind of adjustable concrete blinding of rigidity | |
| CN215926286U (en) | Crossbeam framework and spliced supporting platform | |
| CN217949327U (en) | Section steel concrete structure | |
| CN215829797U (en) | Light composite anti-seismic wallboard | |
| CN209585600U (en) | A kind of Combined type building template | |
| CN220814238U (en) | Assembled steel box girder structure frame | |
| KR20010054439A (en) | Form panel having rib-type steel panel | |
| JP3002277U (en) | FRP sheet pile | |
| CN215483540U (en) | Combined structure of precast beam and precast slab | |
| KR20160097031A (en) | the hollow material and the construction method of light slab structure using the same | |
| KR200356930Y1 (en) | Manufacturing stand for fabrication frame of located reinforcing bar |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| N231 | Notification of change of applicant | ||
| E701 | Decision to grant or registration of patent right | ||
| GRNT | Written decision to grant | ||
| FPAY | Annual fee payment |
Payment date: 20081020 Year of fee payment: 5 |
|
| LAPS | Lapse due to unpaid annual fee |