JPH0416847Y2 - - Google Patents

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Publication number
JPH0416847Y2
JPH0416847Y2 JP1986051651U JP5165186U JPH0416847Y2 JP H0416847 Y2 JPH0416847 Y2 JP H0416847Y2 JP 1986051651 U JP1986051651 U JP 1986051651U JP 5165186 U JP5165186 U JP 5165186U JP H0416847 Y2 JPH0416847 Y2 JP H0416847Y2
Authority
JP
Japan
Prior art keywords
concrete face
base plate
face plates
concrete
connecting member
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.)
Expired
Application number
JP1986051651U
Other languages
Japanese (ja)
Other versions
JPS62163255U (en
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP1986051651U priority Critical patent/JPH0416847Y2/ja
Publication of JPS62163255U publication Critical patent/JPS62163255U/ja
Application granted granted Critical
Publication of JPH0416847Y2 publication Critical patent/JPH0416847Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 <産業上の利用分野> 本考案は、土木建築の分野においてコンクリー
ト打設に使用するための、木製コンクリート面板
を組み立てる際に相隣る面板間に介在させて使用
する改良された結合部材に関するものである。
[Detailed description of the invention] <Industrial application field> This invention is used by interposing between adjacent face plates when assembling wooden concrete face plates for use in concrete pouring in the field of civil engineering and construction. The present invention relates to an improved coupling member.

<従来の技術> 従来コンクリート打設用の木製コンクリート面
板間に介在させて使用されていた結合部材の構造
は、第5図、第6図に示したように鉄板製の基板
部02の両側端部を基板部02と直角に交互に上
方向、及び下方向に折曲げて、コンクリート面板
6の側縁を挟持できるように対向した挟持片0
3,05,04,06を形成してある。そして一
側の対向した挟持片04,06の間に枠体8に板
7を釘9で打ちつけた木製のコンクリート面板
6′の端縁を挿入して、基板部02をハンマーな
どで叩いて嵌め込んで固定する。そして、他の側
の挟持片03,05の間に隣接して取り付けるべ
き別のコンクリート面板6の端縁を嵌挿して、叩
くなどして面板6,6′間に隙間がないように固
定する。
<Prior art> The structure of the connecting member conventionally used between wooden concrete face plates for concrete pouring is as shown in FIGS. The clamping pieces 0 are bent alternately upward and downward at right angles to the base plate 02, and are opposed to each other so as to clamp the side edges of the concrete face plate 6.
3, 05, 04, 06 are formed. Then, insert the edge of the wooden concrete face plate 6' with the plate 7 nailed to the frame 8 between the opposing clamping pieces 04 and 06 on one side, and hit the base plate 02 with a hammer or the like to fit it. Insert and secure. Then, insert the edge of another concrete face plate 6 to be installed adjacently between the clamping pieces 03 and 05 on the other side, and fix by tapping or other means so that there is no gap between the face plates 6 and 6'. .

このようにして順次隣接すべきコンクリート面
板を結合部材01によつて結合して、一つの平面
のコンクリート打設面を形成していた。
In this way, concrete face plates to be successively adjacent to each other are connected by the connecting member 01 to form one flat concrete pouring surface.

<考案が解決しようとする問題点> 一方、前記の従来例においては、相隣れるコン
クリート面板6,6′の隣接する端縁部に結合部
材01の挟持片を嵌挿して組み立ててコンクリー
ト打設面を形成するのであるから、結合部材01
の外側の挟持片(第5図の05及び06)は、コ
ンクリート面板6,6′の板面7,7′より外方へ
突出するのでコンクリート打設後、コンクリート
面板6,6′を取り払うと、コンクリート打設面
に前記の挟持片05,06の突出部と同じ形状の
凹部が痕跡として残つて、外観上見苦しかつた。
モルタルなどで凹部の補填補修をしても下地のコ
ンクリートとの接着が悪いので、すぐに欠落する
欠点があつた。
<Problems to be solved by the invention> On the other hand, in the conventional example described above, the clamping pieces of the connecting member 01 are inserted into the adjacent end edges of the adjacent concrete face plates 6, 6', and the concrete is poured by assembling the joint member 01. Since it forms a surface, the connecting member 01
The outer clamping pieces (05 and 06 in Fig. 5) protrude outward from the plate surfaces 7 and 7' of the concrete face plates 6 and 6', so if the concrete face plates 6 and 6' are removed after concrete pouring, , recesses having the same shape as the protrusions of the clamping pieces 05 and 06 remained as traces on the concrete pouring surface, giving an unsightly appearance.
Even if the concavities were repaired with mortar, etc., the adhesion to the underlying concrete was poor, so the problem was that they would easily chip.

そこで、本考案は前記従来の欠点を除くため
に、木製コンクリート面板を結合する結合部材
の、前記コンクリート面板の側面と同じ幅を有し
該側面に当接させるべき基板部に、コンクリート
面板6,6′の枠体8,8′に打ち込むべき尖頭突
起を基板部の上下両面から該基板部の長さ方向へ
切起しを形成することにより、隣接するコンクリ
ート面板を互いに強固に結合するとともに、打設
したコンクリート面に結合部材の痕跡が残らない
ようにするために結合部材の部分をコンクリート
打設面から突出しないようにして、打設後、コン
クリート面を補修する余分の手数を排除すること
を目的とする。
Therefore, in order to eliminate the above-mentioned drawbacks of the conventional art, the present invention has proposed a concrete face plate 6, which has the same width as the side surface of the concrete face plate and is to be brought into contact with the base plate of the connecting member that connects the wooden concrete face plate. By forming sharp protrusions to be driven into the frames 8, 8' of 6' in the length direction of the base plate from both the upper and lower surfaces of the base plate, adjacent concrete face plates are firmly connected to each other. In order to prevent traces of the joining member from remaining on the poured concrete surface, the joining member portion does not protrude from the concrete pouring surface, thereby eliminating the extra effort of repairing the concrete surface after pouring. The purpose is to

<問題点を解決するための手段> 上記目的を達成するための本考案の構成を、実
施例に対応する第1〜4図を用いて説明すると、
本考案は木製のコンクリート面板6を結合して組
立てるときに使用する結合部材であつて、上下方
向または左右方向において相隣れるコンクリート
面板6,6′の接当面間に挟持される基板部2と、
当該基板部2の一側縁に該基板部2と直交する両
方向に向けて連設形成された、コンクリート面板
6,6′の外側面に当接される立上り片3,4と、
前記基板部2の幅方向略中間位置の表裏方向に向
けてそれぞれ1本以上基板部長さ方向に切起され
た尖頭突起5,5′とからなるものである。
<Means for solving the problems> The configuration of the present invention for achieving the above object will be explained using FIGS. 1 to 4 corresponding to the embodiments.
The present invention is a connecting member used when assembling wooden concrete face plates 6, and includes a base plate 2 held between the abutting surfaces of concrete face plates 6, 6' that are adjacent to each other in the vertical or horizontal direction. ,
Rising pieces 3, 4 that are connected to one side edge of the base plate 2 in both directions perpendicular to the base plate 2 and abut against the outer surfaces of concrete face plates 6, 6';
It consists of one or more pointed protrusions 5, 5' cut and raised in the longitudinal direction of the substrate part 2 toward the front and back directions at approximately the middle position in the width direction of the substrate part 2, respectively.

<作用> コンクリート面板6′の枠体8′の後面に沿わせ
て本考案の結合部材1の立上り片4を当てがつ
て、基板部2を、ハンマーなどで叩くと、立上り
片4によつて正確な位置関係を保持したまま、尖
頭突起5′が枠体8′に打ち込まれて、結合部材1
がコンクリート面板6′の正確な位置の内側縁に
密着して強固に固定される。つぎに上下方向また
は左右方向に隣接して固定されるコンクリート面
板6を、前記の取付部材1の立上り片3に沿わせ
て、ハンマーなどで叩くと、コンクリート面板6
は立上り片3を当てガイドにして、取付部材1の
尖頭突起5,5が、枠体8に食い込んで、枠体
8,8′が立上り片3,4に密着して両コンクリ
ート面板6,6′の板7,7′の上面が同一平面に
一体に結合できる。そして、取付部材1の基板部
2は隣接したコンクリート面板6,6′の接当面
間に挟持される。
<Operation> When the rising piece 4 of the connecting member 1 of the present invention is applied along the rear surface of the frame 8' of the concrete face plate 6' and the base plate part 2 is hit with a hammer or the like, the rising piece 4 The pointed protrusion 5' is driven into the frame 8' while maintaining the correct positional relationship, and the connecting member 1
is firmly fixed in close contact with the inner edge of the concrete face plate 6' at a precise location. Next, when the concrete face plate 6 which is fixed adjacent to the vertical direction or the left and right direction is struck with a hammer or the like along the rising piece 3 of the mounting member 1, the concrete face plate 6
Using the rising piece 3 as a guide, the pointed protrusions 5, 5 of the mounting member 1 bite into the frame 8, and the frames 8, 8' are in close contact with the rising pieces 3, 4, and both concrete face plates 6, The upper surfaces of the plates 7, 7' of 6' can be integrally joined on the same plane. The base plate portion 2 of the mounting member 1 is held between the contact surfaces of the adjacent concrete face plates 6, 6'.

<実施例> 以下図面について、本考案の実施例を説明する
と、第1図、第2図において1は本考案の結合部
材であつて、コンクリート面板6の厚さに等しい
かそれより小さい幅を有する平帯状の基板部2
と、組み立てる際当該基板部2の一側縁にコンク
リート面板6,6′の外側面に当てガイドとして
当接される立上り片3及び4が基板部2の一側縁
に該基板部2と直交する両方向に向けて連設して
形成してある。
<Example> An example of the present invention will be described below with reference to the drawings. In FIGS. A flat strip-shaped substrate portion 2 having
Then, when assembling, the rising pieces 3 and 4, which are brought into contact with the outer surfaces of the concrete face plates 6, 6' as guides, are placed on one side edge of the base plate 2 and are perpendicular to the base plate 2. They are formed so as to be connected in both directions.

基板部2には、基板部2の幅方向略中間位置に
表裏方向に向けてコンクリート面板6,6′の枠
体8,8′に打ち込まれて、枠体8,8′を結合部
材1に強固に結合する複数個の尖頭突起5,5′
が突出形成されている。
The frames 8, 8' of the concrete face plates 6, 6' are driven into the frames 8, 8' of the concrete face plates 6, 6' at approximately the middle position in the width direction of the base plate 2 in the widthwise direction of the base plate 2, and the frames 8, 8' are connected to the connecting member 1. Multiple pointed protrusions 5, 5' that are firmly connected
is formed protrudingly.

以上の実施例は、鉄板で基板部2と立上り部
3,4を溶接で接合して製作することができるが
適当寸法のT字形型鋼材を利用して基板部2と立
上り部3,4とすると材料入手が容易となり加工
も手数が省略できて、コスト的にも有利である。
第3図は前記の実施例の立上り片3及び4を上下
に鉄板プレス加工により交互に折曲げて形成した
結合部材であつて、材料を節約できる構造であ
る。
The above embodiment can be manufactured by joining the base plate part 2 and the rising parts 3, 4 by welding with iron plates, but the base part 2 and the rising parts 3, 4 can be made by using a T-shaped steel material of an appropriate size. This makes it easier to obtain materials, saves time in processing, and is advantageous in terms of cost.
FIG. 3 shows a connecting member formed by vertically bending the upright pieces 3 and 4 of the above embodiment alternately by pressing an iron plate, and has a structure that can save materials.

尖頭突起5,5′は、枠体8,8′に打ち込まれ
て固定するので強度が必要であるが、図のように
基板部2からその長さ方向に切起してあるから材
料節約のほか製作容易であるのみならず、枠体
8,8′を基板部から引き離す力が加わつても、
該突起5,5′が倒れる恐れはなく、強固に該枠
体を保持する。
The sharp protrusions 5, 5' need strength because they are driven into the frames 8, 8' to fix them, but since they are cut and raised from the base plate 2 in the length direction as shown in the figure, material can be saved. In addition, it is not only easy to manufacture, but also can be used even if a force is applied to separate the frames 8, 8' from the base plate.
There is no fear that the protrusions 5, 5' will fall down, and the frame is firmly held.

また、第1図、第3図の尖頭突起5,5′は基
板部2の長さ方向に打抜き起立加工により形成し
てあるが、基板部2の幅方向へ第4図のように切
起した尖頭突起5,5′を前記の突起に混在させ
てもよい。
In addition, the pointed protrusions 5, 5' in FIGS. 1 and 3 are formed by punching and standing in the length direction of the base plate 2, but they are formed by cutting them in the width direction of the base plate 2 as shown in FIG. Raised pointed protrusions 5, 5' may be mixed with the above-mentioned protrusions.

このような構造の本考案の結合部材1を使用し
て、コンクリート面板6,6′を組み立てるとき
は、コンクリート面板6′の接当面に結合部材1
の一側の立上り片4をあてがつて基板部2をハン
マーなどで叩と、結合部材1の尖頭突起5′は接
当面に打ち込まれて食い込み結合部材1をコンク
リート面板6′の接当面に結合固着する。その際、
立上り片4はコンクリート面板6′の当てガイド
の役目をなし、結合部材1とコンクリート面板
6′がズレたり、歪んだりするのを防止するので
作業者は容易に打ち込み作業をすることができ
る。つぎに、隣接して結合する別のコンクリート
面板6の当接面を先に固定した結合部材1の他側
の立上り片3に当てがつて、該コンクリート面板
6をハンマーなとで叩と、結合部材1の尖頭突起
5,5は、該コンクリート面板6の当接面の正確
な位置に打ち込まれて食い込み、両コンクリート
面板6,6′を、正しい関係位置で結合部材1の
基板部2を介して強固に結合する。
When assembling the concrete face plates 6, 6' using the connecting member 1 of the present invention having such a structure, the connecting member 1 is attached to the contact surface of the concrete face plate 6'.
When the rising piece 4 on one side is applied and the base plate 2 is hit with a hammer or the like, the pointed protrusion 5' of the connecting member 1 is driven into the abutting surface and bites, causing the connecting member 1 to be attached to the abutting surface of the concrete face plate 6'. Bond and fix. that time,
The rising piece 4 serves as a guide for the concrete face plate 6', and prevents the connecting member 1 and the concrete face plate 6' from shifting or being distorted, so that the worker can easily carry out the driving work. Next, the contact surface of another concrete face plate 6 to be joined adjacently is applied to the rising piece 3 on the other side of the joining member 1 fixed earlier, and the concrete face plate 6 is hit with a hammer to join. The pointed protrusions 5, 5 of the member 1 are driven into the concrete face plates 6 at precise positions and bite into them, thereby holding both the concrete face plates 6, 6' in the correct relative position and the base portion 2 of the joining member 1. It is strongly bonded through.

以上本考案の代表的と思われる実施例について
説明したが、本考案は必ずしもこれらの実施例構
造のみに限定されるものではなく、本考案にいう
構成要件を備えかつ、本考案にいう目的を達成
し、以下にいう効果を有する範囲内において適宜
改変して実施することができるものである。
Although the embodiments considered to be representative of the present invention have been described above, the present invention is not necessarily limited to the structure of these embodiments, and the present invention is not necessarily limited to the structure of these embodiments. It can be implemented with appropriate modification within the scope of achieving the following effects.

<考案の効果> 本考案は上記の構成であるから組み合わされる
隣接した両コンクリート面板6,6′の当接面間
に、当該結合部材1の基板部2が挟まれ、複数の
尖頭突起5,5′が相隣れる両コンクリート面板
6,6′の枠体8,8′に打ち込まれ固定されるの
で、組み合わされたコンクリート面板6,6′は
一体的に強固に結合されるとともに、コンクリー
ト面板6,6′の外側表面には、突出するものは
何もない平面のコンクリート打設面を完成するこ
とができる。従つて、コンクリート打設後に、コ
ンクリート面板6,6′を取り払つても、コンク
リート面の仕上りはそのままで全く平面となり、
従来のような、結合部材の突出部による凹部痕跡
が残るようなことは全くないので、モルタル補填
作業などは全く不要となる。
<Effect of the invention> Since the present invention has the above-mentioned configuration, the base plate 2 of the connecting member 1 is sandwiched between the contact surfaces of the two adjacent concrete face plates 6, 6' that are combined, and the plurality of pointed protrusions 5 , 5' are cast into and fixed to the frames 8, 8' of both adjacent concrete face plates 6, 6', so that the combined concrete face plates 6, 6' are integrally and firmly connected, and the concrete The outer surface of the faceplates 6, 6' can be completed with a flat concrete pouring surface without any protrusions. Therefore, even if the concrete face plates 6, 6' are removed after concrete is poured, the finish of the concrete surface will remain as it is and will remain completely flat.
Unlike the conventional method, there is no trace of a recess left by the protrusion of the connecting member, so there is no need for mortar replenishment work.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本考案に係る結合部材により組上げた
コンクリート型枠の断面図、第2図は本考案の結
合部材の斜視図、第3図は他の実施例の斜視図、
第4図は参考例の斜視図、第5図は従来例による
コンクリート型枠の断面図、第6図は従来例の結
合部材の斜視図である。 1は結合部材、2は基板部、3,4は立上り
片、5,5′は尖頭突起、6,6′は木製のコンク
リート面板である。
FIG. 1 is a cross-sectional view of a concrete form assembled using the connecting member according to the present invention, FIG. 2 is a perspective view of the connecting member of the present invention, and FIG. 3 is a perspective view of another embodiment.
FIG. 4 is a perspective view of a reference example, FIG. 5 is a sectional view of a concrete formwork according to a conventional example, and FIG. 6 is a perspective view of a connecting member of a conventional example. 1 is a connecting member, 2 is a base plate, 3 and 4 are rising pieces, 5 and 5' are pointed protrusions, and 6 and 6' are wooden concrete face plates.

Claims (1)

【実用新案登録請求の範囲】 上下方向または左右方向に隣接するコンクリ
ート面板6,6′の接当面間に挟持されるべく
該面板の厚さに等しい幅を有した基板部2と、
コンクリート面板6,6′の外面に当接される
べく基板部2の一側縁から垂直に両方向へ連設
された立上り片3,4と、前記基板部2の幅方
向中間部位を表裏両方向かつ該基板部の長さ方
向へそれぞれ1本以上切起し形成された尖頭突
起5,5′とからなる木製コンクリート面板の
結合部材。 前記の表裏両方向への複数の切起し尖頭突起
5,5′のなかに基板部2の幅方向のものが混
在している実用新案登録請求の範囲第項に記
載の木製コンクリート面板の結合部材。
[Claims for Utility Model Registration] A base plate 2 having a width equal to the thickness of the concrete face plates 6, 6' that is sandwiched between the contact surfaces of the concrete face plates 6 and 6' adjacent in the vertical or horizontal direction;
Upright pieces 3 and 4 are connected vertically in both directions from one side edge of the base plate 2 to be in contact with the outer surfaces of the concrete face plates 6 and 6', and the intermediate portion in the width direction of the base plate 2 is connected in both the front and back directions. A connecting member for wooden concrete face plates, which is made up of one or more pointed protrusions 5, 5' each cut and raised in the length direction of the base plate. The combination of wood-concrete face plates according to claim 1, in which a plurality of pointed protrusions 5, 5' cut and raised in both the front and back directions include those in the width direction of the base plate 2. Element.
JP1986051651U 1986-04-07 1986-04-07 Expired JPH0416847Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1986051651U JPH0416847Y2 (en) 1986-04-07 1986-04-07

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1986051651U JPH0416847Y2 (en) 1986-04-07 1986-04-07

Publications (2)

Publication Number Publication Date
JPS62163255U JPS62163255U (en) 1987-10-16
JPH0416847Y2 true JPH0416847Y2 (en) 1992-04-15

Family

ID=30876112

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1986051651U Expired JPH0416847Y2 (en) 1986-04-07 1986-04-07

Country Status (1)

Country Link
JP (1) JPH0416847Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6055653B2 (en) * 1978-08-11 1985-12-06 積水化学工業株式会社 How to connect pipes to concrete structures

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6055653U (en) * 1983-09-26 1985-04-18 ホリ−株式会社 concrete panel

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6055653B2 (en) * 1978-08-11 1985-12-06 積水化学工業株式会社 How to connect pipes to concrete structures

Also Published As

Publication number Publication date
JPS62163255U (en) 1987-10-16

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