JPH0594453U - Concrete formwork crosspiece - Google Patents
Concrete formwork crosspieceInfo
- Publication number
- JPH0594453U JPH0594453U JP4146292U JP4146292U JPH0594453U JP H0594453 U JPH0594453 U JP H0594453U JP 4146292 U JP4146292 U JP 4146292U JP 4146292 U JP4146292 U JP 4146292U JP H0594453 U JPH0594453 U JP H0594453U
- Authority
- JP
- Japan
- Prior art keywords
- frame plate
- plate fixing
- fixing portion
- crosspiece
- formwork
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
(57)【要約】 (修正有)
【目的】 枠板の裏面側端部へ縦方向に固定される型枠
用桟において、隣接の枠板の桟相互を締付具で連結した
とき、締付具の締め付け力が枠板に対してより強く作用
するようにすること。
【構成】 枠板2の裏面へ固定されるほぼ水平で所定幅
の枠板固定部11と、この枠板固定部11の幅方向の一
側部からほぼ垂直に立ち上がる状態に長手方向に沿って
一体に形成され、隣接の型枠材3における側端部の型枠
用桟1と連結される連結部10とを備えた金属製の桟1
において、連結部の頂部の外側面12が当該連結部10
と枠板固定部11とで形成される出隅部13よりも前記
枠板固定部11の反対側へやや突出していることを特徴
としている。
(57) [Summary] (Corrected) [Purpose] When connecting the crosspieces of adjacent frame plates with a fastener, tighten them when the crosspieces of the formwork are fixed vertically to the back side edge of the frame plate. Make sure that the tightening force of the attachment acts more strongly on the frame plate. [Structure] A substantially horizontal frame plate fixing portion 11 fixed to the back surface of the frame plate 2 and having a predetermined width, and a state in which the frame plate fixing portion 11 rises substantially vertically from one side portion in the width direction along the longitudinal direction. Metal crosspiece 1 that is integrally formed with a connecting part 10 that is connected to the form crosspiece 1 at the side end of the adjacent formwork material 3.
In, the outer surface 12 of the top of the connecting portion is the connecting portion 10
It is characterized in that it slightly protrudes to the opposite side of the frame plate fixing portion 11 from the projected corner portion 13 formed by the frame plate fixing portion 11.
Description
【0001】[0001]
本考案は、一般的にはコンクリ−トの型枠の裏面に使用される型枠用桟に関す るものであり、さらに具体的には、所定幅の枠板の裏面両側端部へ縦方向に固定 される型枠用桟に関するものである。 The present invention generally relates to a formwork crosspiece used on the backside of a concrete formwork, and more specifically, a vertical direction is applied to both ends of the backside of a frame plate having a predetermined width. It relates to the form rails that are fixed to.
【0002】[0002]
図2はこの種の従来の型枠用桟を使用した型枠材の部分断面図で、型枠材3は 、所定の幅の枠板2とこの型枠材2の裏面へ縦方向に固定された型枠用桟4及び 図示しない他の形状の桟によって構成されている。 枠板2の裏面側端部に固定される型枠用桟4は、アルミニウム合金を押出成形 した押出材であり、枠板2からほぼ垂直に立ち上がる所定長さの連結部40と、 連結部40の下端から一側方へほぼ水平に張り出された状態で一体に形成された 枠板固定部41から構成されており、連結部40と型枠固定部41とで形成され る出隅部43が、枠板2の側端部と一致するように桟4を枠板2の裏面へ縦方向 に沿わせ、この状態で図示しないボルトナットにより枠板固定部41を枠板2へ 固定している。 型枠を施工するときは、それぞれの桟4,4の連結部40,40の外側面42 ,42が合致するように隣接の型枠材3,3を突き合わせ、連結部40,40へ 所定間隔に形成された孔44に通した図示しないクリップ又はボルトナットによ り、隣接の型枠材3,3相互を順次連結する要領で施工する。 なお、連結部40の外側面が溝状に形成されているのは、クリップ又はボルト ナットその他の締付具の締め付け力をより有効に作用させるためである。 FIG. 2 is a partial cross-sectional view of a formwork material using this type of conventional formwork bar. The formwork material 3 is fixed to the frame plate 2 of a predetermined width and the back surface of the formwork material 2 in the vertical direction. It is composed of the formed frame crosspiece 4 and a crosspiece of another shape not shown. The frame crosspiece 4 fixed to the rear end of the frame plate 2 is an extruded material obtained by extrusion-molding an aluminum alloy, and has a predetermined length of the connecting portion 40 that rises substantially vertically from the frame plate 2, and the connecting portion 40. It is composed of a frame plate fixing portion 41 that is integrally formed in a state of being projected substantially horizontally from the lower end of the frame to a side, and a projecting corner portion 43 formed by the connecting portion 40 and the form frame fixing portion 41. However, the crosspiece 4 is vertically aligned with the back surface of the frame plate 2 so as to coincide with the side end portion of the frame plate 2, and in this state, the frame plate fixing portion 41 is fixed to the frame plate 2 with a bolt nut (not shown). There is. When constructing the formwork, the adjacent formwork materials 3 and 3 are butted so that the outer side surfaces 42 and 42 of the connecting portions 40 and 40 of the crosspieces 4 and 4 match, and the connecting portions 40 and 40 are spaced at predetermined intervals. Construction is carried out in such a manner that adjacent formwork materials 3, 3 are sequentially connected to each other by a clip or a bolt nut (not shown) passed through the hole 44 formed in the. The outer surface of the connecting portion 40 is formed in a groove shape in order to more effectively apply the tightening force of the clip, the bolt, the nut, or other tightening tool.
【0003】[0003]
図2で使用されている従来の型枠用桟4は、連結部40の頂部の外側面42と 出隅部43が同一垂直面上にあり、同図のように隣接の桟4と連結したとき、連 結部40,40相互の頂部の外側面42と出隅部43は突き合わされ、その結果 枠板2,2相互の端部に及ぶ締付具の締め付け力は制約される。 本考案の目的は、前述の問題点を改善した型枠用桟を提供することにある。 In the conventional frame 4 used in FIG. 2, the outer surface 42 of the top of the connecting portion 40 and the projecting corner 43 are on the same vertical plane, and they are connected to the adjacent rails 4 as shown in FIG. At this time, the outer side surface 42 and the projecting corner 43 of the tops of the connecting portions 40, 40 are butted against each other, and as a result, the tightening force of the fasteners reaching the end portions of the frame plates 2, 2 is restricted. An object of the present invention is to provide a formwork crosspiece that solves the above-mentioned problems.
【0004】[0004]
本考案に係る型枠用桟は前述の目的を達成するため、枠板に固定された状態に おいて、枠板側に位置する基部から垂直に立ち上がる連結部の頂部の外側面を、 基部の出隅部よりも枠板固定部の反対側へやや突出させたものである。 In order to achieve the above-mentioned object, the formwork crosspiece according to the present invention is fixed to the frame plate, and the outer surface of the top of the connecting portion that rises vertically from the base located on the frame plate side is It is slightly projected to the opposite side of the frame plate fixing part from the projected corner part.
【0005】[0005]
本考案にかかる型枠用桟は、連結部と枠板固定部とが形成する出隅部が、枠板 の裏面の側端部よりやや中央よりに位置するように枠板の裏面に固定すると、隣 接する相互の型枠材の桟を連結した場合、連結された桟の出隅部相互は突き合わ ずに両者間に間隙が生ずる。 この間隙により、締付具の締め付け力は隣接の型枠材の桟相互の出隅部によっ て制約を受けることなく、その締め付け力が隣接の枠板相互の接合面に対してよ り有効に作用する。 The formwork rail according to the present invention is fixed to the back surface of the frame plate so that the projected corner portion formed by the connecting portion and the frame plate fixing portion is located slightly in the center of the side end portion of the back surface of the frame plate. When connecting the adjacent crosspieces of the formwork, the projected corners of the connected crosspieces do not abut each other and a gap is created between them. Due to this gap, the tightening force of the tightening tool is not restricted by the projecting corners of the adjacent frame members, and the tightening force is more effective for the joint surface between the adjacent frame plates. Act on.
【0006】[0006]
図1を参照しながら、本考案に係る型枠用桟の好ましい実施例を具体的に説明 する。 図1は、本考案の実施例による型枠用桟を使用した型枠材相互を連結した状態 の部分断面図である。 なお、以下の実施例の説明において、前述の従来の技術と同じ部材には差し支 えない限り同じ符号を付してそれらの説明は省略する。 A preferred embodiment of the form rail according to the present invention will be described in detail with reference to FIG. FIG. 1 is a partial cross-sectional view showing a state in which mold members using mold bars according to an embodiment of the present invention are connected to each other. In the following description of the embodiments, the same members as those in the above-mentioned conventional technique are designated by the same reference numerals and the description thereof will be omitted.
【0007】 この実施例の型枠用桟1は、アルミニウム合金を一定の断面形状に押出成形し たものであり、ベニヤ合板からなる枠板2の裏面へ固定されるほぼ水平で所定幅 の枠板固定部11と、この枠板固定部11の幅方向の一側部からほぼ垂直に立ち 上がる状態に長手方向に沿って一体に形成され、隣接の型枠材3における側端部 の型枠用桟1と連結される連結部10とによって構成されている。The mold frame 1 of this embodiment is made by extruding an aluminum alloy into a constant cross-sectional shape, and is a frame of a substantially horizontal and predetermined width fixed to the back surface of a frame plate 2 made of plywood. The plate fixing portion 11 and the frame of the side end portions of the adjacent frame members 3 are integrally formed along the longitudinal direction so as to rise substantially vertically from one side portion in the width direction of the frame fixing portion 11. It is configured by a connecting portion 10 that is connected to the beam 1.
【0008】 そして、前記連結部10の頂部の外側面12(L形の外側の面)は、連結部1 0と枠板固定部11とで形成される出隅部13よりも前記枠板固定部11の反対 側、すなわち、施工するときの隣接の型枠材3の側端部の桟1の方向へやや突出 するように形成されている。The outer surface 12 (the outer surface of the L shape) of the top of the connecting portion 10 is fixed to the frame plate more than the projecting corner portion 13 formed by the connecting portion 10 and the frame plate fixing portion 11. It is formed on the opposite side of the portion 11, that is, slightly protruding toward the crosspiece 1 at the side end portion of the adjacent formwork material 3 at the time of construction.
【0009】 この実施例の桟1は、枠板2の裏面の側端部より出隅部13がやや中央寄りに なるように枠板2へ縦方向に沿わせ、この状態でボルト5とナット6とにより枠 板2へ固定する。さらに、枠板2の裏面の両側端の間には別の断面形状の図示し ない桟を適数本縦方向に固定するとともに、上端部に図示しない横桟を固定して 型枠材3を構成する。 なお、枠板2は前述のようにベニヤ合板であるので、ボルト5の外周には予め 回り止めの突起を形成している。The crosspiece 1 of this embodiment is arranged along the lengthwise direction of the frame plate 2 so that the projected corner portion 13 is slightly closer to the center than the side end portion of the back surface of the frame plate 2, and in this state, the bolt 5 and the nut It is fixed to the frame plate 2 with 6. Further, between the opposite ends of the back surface of the frame plate 2, a proper number of other cross-sections (not shown) are fixed in the vertical direction, and a horizontal cross-piece (not shown) is fixed at the upper end to fix the formwork material 3. Constitute. Since the frame plate 2 is a veneered plywood as described above, a rotation preventing protrusion is formed in advance on the outer periphery of the bolt 5.
【0010】 前述のように構成された型枠材3は、型枠の施工時に図のように隣接する型枠 材3,3相互の側端部が突き合わされ、隣接の型枠用桟1の連結部10,10の 外側面を重ね合わせ、連結部10,10へ所定の間隔に形成された孔14にクリ ップ7の基端部を挿入し、クリップ7の先端を挿入側の反対側面へ強制的に越え させて連結する。このクリップ7は、図示しないボルトナットやその他の締付具 に代えることができる。In the formwork material 3 configured as described above, the side edges of the adjacent formwork materials 3, 3 are abutted against each other during construction of the formwork as shown in FIG. The outer side surfaces of the connecting portions 10 and 10 are overlapped with each other, the base end portions of the clips 7 are inserted into the holes 14 formed at predetermined intervals in the connecting portions 10 and 10, and the tip ends of the clips 7 are opposite to the insertion side surface. Forcibly cross over to connect. The clip 7 can be replaced with a bolt nut or other fastener not shown.
【0011】 前述のように施工した状態においては、隣接の桟1,1の出隅部13,13の 間に図示のように間隙が生じ、出隅部13相互は突き合わないので、クリップ7 の締め付け力は相互の出隅部13によって制約されず、その作用は枠板2,2の 突き合わせ部分へ有効に及ぶ。 したがって、型枠材3,3相互はより強く締め付けられた状態で連結され、型 枠をより強固に施工することができる。In the state of construction as described above, a gap is formed between the projecting corners 13, 13 of the adjacent crosspieces 1, 1 as shown in the drawing, and the projecting corners 13 do not abut each other. The tightening force of each is not restricted by the projecting corners 13 of each other, and its action effectively extends to the abutting portion of the frame plates 2 and 2. Therefore, the form members 3 and 3 are connected to each other in a more tightly clamped state, and the form can be more firmly constructed.
【0012】 本考案に係る型枠用桟において、枠板固定部はその外側面(枠板に面する面) がほぼ水平になっていれば、肉厚の全体が水平になっていることを要しないとと もに、他の断面形状に成形されていても差し支えない。 また、出隅部13は円弧状になっていても実施することができる。In the formwork crosspiece according to the present invention, if the outer surface (the surface facing the frame plate) of the frame plate fixing portion is substantially horizontal, it is confirmed that the entire wall thickness is horizontal. It does not need to be formed, and it may be formed in another sectional shape. Further, the projecting corner portion 13 can be implemented even if it has an arc shape.
【0013】[0013]
本考案に係る型枠用桟によれば、施工状態における隣接の枠板相互に対する締 付具の締め付け作用がより有効に及ぶので、より強固に型枠を施工することがで きる。 According to the form rail according to the present invention, since the tightening action of the fastener with respect to the adjacent frame plates in the installed state is more effectively exerted, the form can be installed more firmly.
【図1】本考案の実施例による型枠用桟を使用した型枠
材相互を連結した状態の部分断面図である。FIG. 1 is a partial cross-sectional view showing a state in which mold members using mold bars according to an embodiment of the present invention are connected to each other.
【図2】従来の型枠用桟を使用した型枠材相互を連結し
た状態の部分断面図である。FIG. 2 is a partial cross-sectional view showing a state in which formwork materials using conventional formwork bars are connected to each other.
1,4 型枠用桟 10,40 連結部 11,41 枠板固定部 12,42 連結部の外側面 13,43 出隅部 14,44 連結部の孔 2 枠板 3 型枠材 5 ボルト 6 ナット 7 クリップ 1,4 Formwork crosspiece 10,40 Connection part 11,41 Frame plate fixing part 12,42 Outer side surface of connection part 13,43 Outer corner part 14,44 Connection part hole 2 Frame plate 3 Form material 5 Bolt 6 Nut 7 clip
Claims (1)
幅の枠板固定部と、この枠板固定部の幅方向の一側部か
らほぼ垂直に立ち上がる状態に長手方向に沿って一体に
形成され、隣接の型枠材における側端部の型枠用桟と連
結される連結部とを備えた金属製の桟において、連結部
の頂部の外側面が当該連結部と枠板固定部とで形成され
る出隅部よりも前記枠板固定部の反対側へやや突出して
いることを特徴とする、コンクリ−ト型枠用桟。1. A substantially horizontal frame plate fixing portion fixed to the back surface of the frame plate and having a predetermined width, and a state in which the frame plate fixing portion rises substantially vertically from one side portion in the width direction of the frame plate fixing portion along the longitudinal direction. A metal rail having a connecting portion connected to a mold rail at a side end of an adjacent mold member, the outer surface of the top of the connecting portion is the connecting portion and the frame plate fixing portion. A concrete form frame crosspiece characterized by slightly projecting to the opposite side of the frame plate fixing part from the projected corner part formed by.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4146292U JP2554647Y2 (en) | 1992-05-25 | 1992-05-25 | Bar for concrete formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP4146292U JP2554647Y2 (en) | 1992-05-25 | 1992-05-25 | Bar for concrete formwork |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0594453U true JPH0594453U (en) | 1993-12-24 |
JP2554647Y2 JP2554647Y2 (en) | 1997-11-17 |
Family
ID=12609045
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP4146292U Expired - Fee Related JP2554647Y2 (en) | 1992-05-25 | 1992-05-25 | Bar for concrete formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2554647Y2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009057726A (en) * | 2007-08-30 | 2009-03-19 | Kenichi Hiraga | Bolt to be used to form concrete formwork |
-
1992
- 1992-05-25 JP JP4146292U patent/JP2554647Y2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009057726A (en) * | 2007-08-30 | 2009-03-19 | Kenichi Hiraga | Bolt to be used to form concrete formwork |
Also Published As
Publication number | Publication date |
---|---|
JP2554647Y2 (en) | 1997-11-17 |
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Legal Events
Date | Code | Title | Description |
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LAPS | Cancellation because of no payment of annual fees |