JPH0352912Y2 - - Google Patents

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Publication number
JPH0352912Y2
JPH0352912Y2 JP9068886U JP9068886U JPH0352912Y2 JP H0352912 Y2 JPH0352912 Y2 JP H0352912Y2 JP 9068886 U JP9068886 U JP 9068886U JP 9068886 U JP9068886 U JP 9068886U JP H0352912 Y2 JPH0352912 Y2 JP H0352912Y2
Authority
JP
Japan
Prior art keywords
anchor
pin
end side
anchor body
posture
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
JP9068886U
Other languages
Japanese (ja)
Other versions
JPS62201247U (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 JP9068886U priority Critical patent/JPH0352912Y2/ja
Publication of JPS62201247U publication Critical patent/JPS62201247U/ja
Application granted granted Critical
Publication of JPH0352912Y2 publication Critical patent/JPH0352912Y2/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、コンクリート構築物を形成するにあ
たつてコンクリート構築予定位置の側方に立設す
るコンクリート型枠の姿勢を保持するために用い
るコンクリート型枠姿勢保持用アンカに関する考
案である。
[Detailed description of the invention] <Industrial field of application> This invention is a concrete method used to maintain the posture of a concrete formwork installed on the side of the concrete construction site when forming a concrete structure. This is an idea related to an anchor for maintaining the formwork posture.

<従来の技術> 従来この種のコンクリート型枠姿勢保持用アン
カは、アンカ本体部の上方に連結金具が一つのみ
回動自在に連結されていたものであつた。
<Prior Art> Conventionally, this type of anchor for maintaining the posture of a concrete formwork has only one connecting fitting rotatably connected above the anchor body.

<考案が解決しようとする問題点> したがつて、従来のこの種のコンクリート型枠
姿勢保持用アンカは、前記コンクリート型枠の姿
勢を保持するのに使用しようとするとすると多数
のアンカを必要とし、極めて不経済であつた。し
かし、そのことのみならずコンクリートへの挿入
埋設作業に多大な手数と時間とを必要とし、か
つ、コンクリートへの挿入埋設にあたつては、上
方の連結金具の向きの決定と人手による強い押し
込み力とを必要とするため、作業能率を向上させ
ることができないという問題があつた。
<Problems to be solved by the invention> Therefore, this kind of conventional concrete formwork posture maintaining anchor requires a large number of anchors when used to maintain the posture of the concrete formwork. , it was extremely uneconomical. However, not only this, but also the work of inserting and burying into concrete requires a great deal of effort and time, and when inserting and burying into concrete, it is necessary to determine the orientation of the upper connecting fitting and forcefully push it in by hand. There was a problem in that the work efficiency could not be improved because it required a lot of force.

そこで、本考案は、かかる従来の問題点を解決
するために一本のアンカをコンクリートへ挿入す
るだけで、二箇所以上に亙つてコンクリート型枠
の姿勢を保持させることができるようにし、作業
性の向上と経済性の向上とを図ることを目的とす
るものである。
Therefore, in order to solve these conventional problems, the present invention makes it possible to maintain the posture of concrete formwork at two or more locations by simply inserting one anchor into the concrete, thereby improving work efficiency. The purpose is to improve the quality and economic efficiency.

<問題点を解決するための手段> 該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図ないし第3図を用いて説明す
ると、本考案は、 a上端側2に連結ピン挿通孔4を形成した打設コ
ンクリートC内へ挿入埋設するアンカ体1と、
相対向する側壁部7,7と底部9とからなつて
いて、側壁部7,7の遊端側に中間連結材21
連結用のピン孔8が形成され、基端側6にアン
カ体1への連結用ピン孔8aが形成されている
連結金具3と、該連結金具3を連結用ピン孔8
aを介して前記アンカ体1のピン挿通孔4に揺
動自在に枢支させる連結用ピン5と、からなる
アンカ本体部Aと、 b 胴部に連結ピン挿通用のピン挿通孔4aを形
成した短尺の軸体2aと、相対向する側壁部
7,7と底部9とからなつていて、側壁部7,
7の遊端側に中間連結材21連結用のピン孔8
が形成され、基端側6にアンカ体1への連結用
ピン孔8aが形成されている連結金具3と、該
連結金具3を連結用ピン孔8aを介して前記短
尺軸体2aのピン挿通孔4aに揺動自在に枢支
させる連結用ピン5と、からなる増結部Bと、 c これらアンカ本体部Aと増結部Bとを着脱自
在に螺嵌する雌雄のネジ構造10,11からな
る連結構造部Dと、 のこれらa,b,c,からなる構造としたもので
ある。
<Means for Solving the Problems> The structure of the present invention for achieving the object will be explained using FIGS. 1 to 3 corresponding to the embodiments. An anchor body 1 to be inserted and buried in poured concrete C in which a connecting pin insertion hole 4 is formed;
It consists of side walls 7, 7 and a bottom 9 that face each other, and an intermediate connecting member 21 is provided on the free end side of the side walls 7, 7.
A connecting fitting 3 is formed with a connecting pin hole 8 and a connecting pin hole 8a for connecting to the anchor body 1 is formed on the base end 6, and the connecting fitting 3 is connected to the connecting pin hole 8.
An anchor main body part A consisting of a connecting pin 5 which is swingably supported in the pin insertion hole 4 of the anchor body 1 via a, and b a pin insertion hole 4a for the connection pin insertion to be formed in the body part. It consists of a short shaft body 2a, opposing side walls 7, 7, and a bottom 9.
A pin hole 8 for connecting the intermediate connecting member 21 is provided on the free end side of 7.
is formed, and a connecting pin hole 8a for connecting to the anchor body 1 is formed on the proximal end 6, and a pin of the short shaft body 2a is inserted through the connecting metal fitting 3 through the connecting pin hole 8a. c an extension part B consisting of a connecting pin 5 pivotably supported in the hole 4a; It has a structure consisting of a connecting structure part D, and these a, b, and c.

<作用> 本考案は、このような構造としたものであるか
ら、一本のアンカ体1をコンクリートCに挿入
し、その上端側2に装着した連結金具3と、増結
部Bに装着した連結金具3とのそれぞれをコンク
リート型枠Kに取り付けた取付金具20の方向に
向けて埋設すればよい。このようにすることによ
つて前記コンクリート型枠Kに取り付けた取付金
具20と前記連結金具3,3とを第4図に示した
ように中間連結材21,21を用いてピン連結す
るのである。このようにして、一本のアンカをコ
ンクリートCに挿入埋設するだけで、少なくとも
二箇所以上の箇所においてコンクリート型枠Kの
姿勢を所定の姿勢に保持させることができるので
ある。
<Function> Since the present invention has such a structure, one anchor body 1 is inserted into the concrete C, and the connecting fitting 3 attached to the upper end side 2 and the connecting fitting attached to the extension part B are connected. The metal fittings 3 and the metal fittings 3 may be buried in the direction of the mounting fittings 20 attached to the concrete formwork K. By doing this, the mounting bracket 20 attached to the concrete formwork K and the connecting brackets 3, 3 are connected by pins using intermediate connecting members 21, 21 as shown in FIG. . In this way, by simply inserting and burying one anchor in the concrete C, the attitude of the concrete formwork K can be maintained at a predetermined attitude at at least two or more locations.

<実施例> 以下本考案の実施例について図面に基づいて説
明する。
<Examples> Examples of the present invention will be described below based on the drawings.

(第1実施例) 図中第1図乃至第3図は、本考案の第1実施例
を示す図で、アンカ本体部Aのアンカ体1は丸鉄
材の下端部をL字形に折り曲げ上端部にネジ切り
をして、このネジ部分に六角筒形の上下方向にや
や長く内部に雌ネジ10を形成した六角ネジ筒材
2を螺嵌固定して上端側を形成したものである。
この上端側の筒材2にはその略中間部分にピン挿
通孔4を貫通形成してある。他方、連結金具3
は、一片の板金材で形成され、相対向する側壁部
7,7と底部9とからなつていて、底部9のない
基端側6の側壁部7,7には前記ピン挿通孔4へ
の連結用ピン5による連結用ピン孔8aが形成し
てあり、遊端側の側壁部7,7には前記中間連結
材21を連結するための多数のピン孔8,8……
が貫通形成されている構造としてある。このよう
な構造とした連結金具3を、前記基端側6に形成
された連結用ピン孔8aを介して前記アンカ体1
の上端側2に形成されたピン挿通孔4に、前記の
連結用ピン5を用いて揺動自在に枢着した構造と
したものである。
(First Embodiment) Figures 1 to 3 are diagrams showing the first embodiment of the present invention, in which the anchor body 1 of the anchor body part A is formed by bending the lower end of a round iron material into an L-shape and forming the upper end. The upper end side is formed by threading the hexagonal threaded part, and fixing the hexagonal threaded cylinder member 2, which is slightly longer in the vertical direction of a hexagonal cylinder shape and has a female thread 10 formed inside, by screwing into this threaded part.
A pin insertion hole 4 is formed in the upper end side of the cylindrical member 2 at approximately the middle thereof. On the other hand, the connecting fitting 3
is formed of a piece of sheet metal material and consists of opposing side walls 7, 7 and a bottom 9, and the side walls 7, 7 on the proximal end 6 without the bottom 9 have holes for the pin insertion hole 4. A connecting pin hole 8a for connecting the connecting pin 5 is formed, and a large number of pin holes 8, 8 for connecting the intermediate connecting member 21 are formed in the side wall portions 7, 7 on the free end side.
It has a structure in which it is formed through. The connecting fitting 3 having such a structure is connected to the anchor body 1 through the connecting pin hole 8a formed on the base end side 6.
The above-mentioned connecting pin 5 is pivotally attached to a pin insertion hole 4 formed in the upper end side 2 of the holder so as to be swingable.

これら両部材1,3の連結には、前記の連結用
ピン5の他に連結軸を用いてカシメ固定枢支して
もよく、ボルトとナツトとによつて締め付け固定
してもよいことは容易に理解できるであろう。
To connect these two members 1 and 3, a connecting shaft may be used in addition to the above-mentioned connecting pin 5, and it is easily possible to fix and fix them by caulking, or by tightening and fixing them with bolts and nuts. It will be easy to understand.

増結部Bは、胴部に連結ピン挿通用のピン挿通
孔4aを形成し、長手方向の中央に雌ネジ部10
aを形成した短尺の六角筒形の軸体2aと、前記
の連結金具3と同様の構造に形成した別の連結金
具3と、該連結金具3の基端側6に形成された連
結用ピン孔8aを前記軸体2aに形成されたピン
挿通孔4aに対して、軸体2aと連結金具3とを
相互に揺動自在に枢着連結した連結用ピン5とか
らなつている。
The extension part B has a pin insertion hole 4a for inserting a connecting pin in the body part, and a female screw part 10 in the center in the longitudinal direction.
A short hexagonal cylindrical shaft 2a having a shape a, another connecting fitting 3 formed in the same structure as the connecting fitting 3, and a connecting pin formed on the base end side 6 of the connecting fitting 3. The hole 8a is formed by a connecting pin 5 which pivotally connects the shaft 2a and the connecting fitting 3 to each other so as to be able to swing freely with respect to the pin insertion hole 4a formed in the shaft 2a.

また、連結構造部Dは、これらアンカ本体部A
と増結部Bとを相互に着脱自在に螺嵌するもので
あつて、外周面に雄ネジを形成した短尺のネジ棒
材11の上半部を前記軸体2aに形成された前記
雌ネジ部10aに螺嵌し、下半部を前記アンカ本
体部Aの六角形ネジ筒材2の中央に形成された雌
ネジ部10に着脱自在に螺嵌させてなるものであ
る。
In addition, the connection structure portion D is connected to these anchor body portions A.
and an extension part B are screwed into each other in a detachable manner, and the upper half of a short threaded rod 11 having a male thread formed on the outer circumferential surface is connected to the female threaded part formed on the shaft body 2a. 10a, and the lower half portion is removably screwed into the female screw portion 10 formed at the center of the hexagonal threaded cylinder 2 of the anchor body portion A.

このようにしたコンクリート型枠姿勢保持用ア
ンカを第4図に示したように既打設コンクリート
Cの未硬化時にアンカ本体部Aのアンカ体1を挿
入し、コンクリートCが硬化したのち更にその上
方のコンクリート打設予定空間Eの両側に立設し
たコンクリート型枠Kの間に挾持固定させた取付
金具20,20と前記両連結金具3,3との間に
中間連結材21,21をかけわたして連結金具
3,3の任意のピン孔8,8に図外の連結ピンを
挿入して連結し、コンクリート型枠Kの立設姿勢
を二箇所で固定保持させるのである。この場合こ
の実施例において一本のアンカ体1で二箇所のコ
ンクリート型枠Kの支持ができることは容易に理
解できるであろう。
As shown in Fig. 4, the anchor body 1 of the anchor body part A is inserted into the concrete formwork posture maintaining anchor when the concrete C has not yet hardened, and after the concrete C has hardened, the anchor body 1 is inserted above the concrete formwork. Intermediate connecting members 21, 21 are placed between the mounting brackets 20, 20, which are clamped and fixed between the concrete formwork K set up on both sides of the space E where concrete is to be poured, and the two connecting brackets 3, 3. Connecting pins (not shown) are inserted into arbitrary pin holes 8, 8 of the connecting fittings 3, 3 to connect them, and the standing posture of the concrete formwork K is fixed and maintained at two locations. In this case, it will be easily understood that in this embodiment, one anchor body 1 can support concrete formwork K at two locations.

(第2実施例) 第5図に示した第2実施例は、増結部Bの軸体
2aを、連結構造部Dの雄ネジ部11と一体物と
して、丸棒材で形成し、その上半部を加圧偏平状
とし、連結金具3を、その基端側6の側壁部7,
7を相近接させて狭小幅に形成して連結用ピン5
によつてピン連結した構造としたものである。
(Second Embodiment) In the second embodiment shown in FIG. The half part is pressurized into a flat shape, and the connecting fitting 3 is attached to the side wall part 7 on the proximal end side 6,
7 are brought close to each other and formed to have a narrow width to form a connecting pin 5.
It has a pin-connected structure.

(第3実施例) 第6図に示した第3実施例は、丸棒材で形成し
たアンカ本体部Aのアンカ体1の上端側を上方に
延長して長い雄ネジ部を形成し、その腹部にピン
孔4を形成して、前記第1実施例で説明した六角
筒状のネジ筒材2を嵌合したのち、該筒材2の上
方に突出した雄ネジ部11に増結部Bの六角筒形
軸体2aを螺嵌して形成した構造としたものであ
る。
(Third Embodiment) In the third embodiment shown in FIG. 6, the upper end side of the anchor body 1 of the anchor body portion A formed of a round bar material is extended upward to form a long male threaded portion. After forming a pin hole 4 in the abdomen and fitting the hexagonal threaded tube member 2 described in the first embodiment, the extension portion B is inserted into the male threaded portion 11 projecting upward from the tube member 2. It has a structure in which a hexagonal cylindrical shaft body 2a is screwed into the shaft body 2a.

第7図及び第8図に示した実施例は、それぞれ
更に別の実施例を示したもので、第7図の実施例
は、前記第5図に示した第2実施例において、ア
ンカ本体部A及び増結部Bにおける連結金具3,
3のそれぞれの相対向する側壁部7,7の対向間
隔を狭小に形成した連結金具3,3とした場合の
構造を示したものである。また、第8図の実施例
は、アンカ本体部Aのアンカ体1の上端側2部分
を加圧偏平状に形成するとともに、更にその上方
部分を非加圧状態で延長して、該上方延長部分に
雄ネジ部11を形成した構造とし、前記第7図の
実施例で示したと同様の側壁部間隔を狭小とした
連結金具3,3をそれぞれにピン連結した構造と
したものである。しかし、この場合の連結金具
3,3は、第5図に示した広幅間隔の連結金具
3,3を用いてもよいことは容易に理解できるで
あろう。
The embodiments shown in FIGS. 7 and 8 are further different embodiments, and the embodiment shown in FIG. 7 is different from the anchor body part in the second embodiment shown in FIG. Connecting fittings 3 in A and extension part B,
3 shows a structure in which the connecting fittings 3, 3 are formed such that the facing distance between the opposing side wall portions 7, 7 is narrow. In addition, in the embodiment shown in FIG. 8, two upper end portions of the anchor body 1 of the anchor body portion A are formed into a pressurized flat shape, and the upper portion thereof is further extended in a non-pressurized state to extend the upper end. It has a structure in which a male threaded portion 11 is formed in a portion thereof, and connecting fittings 3, 3 with narrow side wall spacing similar to that shown in the embodiment shown in FIG. 7 are connected to each other with a pin. However, it will be easily understood that the connecting fittings 3, 3 in this case may be the connecting fittings 3, 3 with wide spacing shown in FIG. 5.

以上の各実施例においては、連結金具3を二個
使用する構造として示したが、第1〜3図に示し
た実施例、第6図及び第8図に示した実施例等に
おいては、それぞれの増結部Bの六角筒軸体2a
の上方の雌ネジ部10aに更に別の増結部Bを増
結連結して用いることができるものである。
In each of the above embodiments, a structure is shown in which two connecting fittings 3 are used, but in the embodiments shown in FIGS. 1 to 3, and the embodiments shown in FIGS. 6 and 8, each The hexagonal cylinder shaft body 2a of the extension part B
Further, another extension part B can be additionally connected to the upper female screw part 10a.

本考案の実施に用いる材料としては、鉄・鋼・
ステンレス鋼がよいが、その他の金属材料でもよ
い。
Materials used to implement this invention include iron, steel,
Stainless steel is preferred, but other metal materials may also be used.

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
構造要件を備え、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 structures of these embodiments. It can be implemented with appropriate modifications within the scope of achieving the following effects.

<考案の効果> 以上の説明から既に明らかなように本考案は、
一本のアンカ本体部Aにたいして1個若しくは複
数個の増結部Bを着脱自在に螺嵌連結した構造と
したものであるから、増結部Bの連結金具の方向
を自由に変更し所望の方向に向けて極めて安全な
状態で、しかも極めて能率良く、その上経済的に
コンクリート型枠の姿勢を保持させることができ
るという実用上の顕著な効果を期待することが出
来るにいたつたのである。また、増結部Bはアン
カ本体部Aのコンクリートへの挿入後において、
若しくはその硬化後においても必要に応じて増結
することができるという顕著な効果を有している
ものである。
<Effects of the invention> As is already clear from the above explanation, the invention has the following effects:
Since it has a structure in which one or more extension parts B are removably screwed and connected to one anchor main body part A, the direction of the connecting fittings of the extension part B can be freely changed to the desired direction. We have come to expect the remarkable practical effect of being able to maintain the posture of concrete formwork in an extremely safe, efficient, and economical manner. In addition, after the anchor body part A is inserted into the concrete, the extension part B is
Alternatively, it has the remarkable effect that it can be increased as needed even after curing.

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

図中第1図は本考案の一実施例を示す全体の側
面図、第2図はその要部の分解斜視図、第3図は
アンカ本体部に対する増結部の姿勢を変更した状
態を示す一部切欠側面図、第4図は使用状態を示
す側面図、第5図は他の実施例を示す要部の分解
斜視図、第6図は他の実施例を示す要部の分解側
面図、第7図及び第8図はそれぞれ更に他の実施
例を示す要部の分解斜視図である。 なお、図中1はアンカ体、2は上端側、2aは
軸体、3は連結金具、4,4aはピン挿通孔、5
は連結用ピン、6は基端側、7は側壁部、8、8
aはピン孔、9は底部、10は雌ネジ、11は雄
ネジ、21は中間連結材、Aはアンカ本体部、B
は増結部、Cはコンクリート、Dは連結構造部を
示す。
In the drawings, Fig. 1 is an overall side view showing one embodiment of the present invention, Fig. 2 is an exploded perspective view of its main parts, and Fig. 3 is a state in which the attitude of the extension part with respect to the anchor body has been changed. FIG. 4 is a side view showing the state of use; FIG. 5 is an exploded perspective view of the main parts showing another embodiment; FIG. 6 is an exploded side view of the main parts showing another embodiment. FIGS. 7 and 8 are exploded perspective views of essential parts showing still other embodiments, respectively. In the figure, 1 is the anchor body, 2 is the upper end side, 2a is the shaft body, 3 is the connecting fitting, 4 and 4a are the pin insertion holes, and 5
is a connecting pin, 6 is a base end side, 7 is a side wall part, 8, 8
a is the pin hole, 9 is the bottom, 10 is the female thread, 11 is the male thread, 21 is the intermediate connecting member, A is the anchor body, B
indicates an extension part, C indicates concrete, and D indicates a connecting structure part.

Claims (1)

【実用新案登録請求の範囲】 a 上端側2に連結ピン挿通孔4を形成した
打設コンクリートC内へ挿入埋設するアンカ
体1と、相対向する側壁部7,7と底部9と
からなつていて、側壁部7,7の遊端側に中
間連結材21連結用のピン孔8が形成され、
基端側6にアンカ体1への連結用ピン孔8a
が形成されている連結金具3と、該連結金具
3を連結用ピン孔8aを介して前記アンカ体
1のピン挿通孔4に揺動自在に枢支させる連
結用ピン5と、からなるアンカ本体部Aと、 b 胴部に連結ピン挿通用のピン挿通孔4aを
形成した短尺の軸体2aと、相対向する側壁
部7,7と底部9とからなつていて、側壁部
7,7の遊端側に中間連結材21連結用のピ
ン孔8が形成され、基端側6にアンカ体1へ
の連結用ピン孔8aが形成されている連結金
具3と、該連結金具3を連結用ピン孔8aを
介して前記短尺軸体2aのピン挿通孔4aに
揺動自在に枢支させる連結用ピン5と、から
なる増結部Bと、 c これらアンカ本体部Aと増結部Bとを着脱
自在に螺嵌する雌雄のネジ構造10,11か
らなる連結構造部Dと、 を有する構造とされたコンクリート型枠姿勢保持
用アンカ。 アンカ体1の上端側2が、丸棒材の上端に六
角材を連結したものである実用新案登録請求の
範囲第項に記載のコンクリート型枠姿勢保持
用アンカ。 アンカ体1の上端側2が、丸棒材の上端部を
加圧偏平状に形成したものである実用新案登録
請求の範囲第項に記載のコンクリート型枠姿
勢保持用アンカ。 短尺軸体2aが六角筒材である実用新案登録
請求の範囲第項に記載のコンクリート型枠姿
勢保持用アンカ。 短尺軸体2aが丸棒材を加圧偏平状に形成し
たものである実用新案登録請求の範囲第項に
記載のコンクリート型枠姿勢保持用アンカ。
[Scope of Claim for Utility Model Registration] a. An anchor body 1 which is inserted and buried in poured concrete C having a connecting pin insertion hole 4 formed in the upper end side 2, side walls 7, 7 facing each other, and a bottom part 9. A pin hole 8 for connecting the intermediate connecting member 21 is formed on the free end side of the side wall portions 7, 7.
Pin hole 8a for connection to anchor body 1 on base end side 6
An anchor body consisting of a connecting fitting 3 in which a connecting fitting 3 is formed, and a connecting pin 5 that swingably supports the connecting fitting 3 in a pin insertion hole 4 of the anchor body 1 via a connecting pin hole 8a. It consists of a short shaft body 2a in which a pin insertion hole 4a for insertion of a connecting pin is formed in the body part, side walls 7, 7 and a bottom part 9 that face each other, and the side walls 7, 7 are The connecting fitting 3 has a pin hole 8 for connecting the intermediate connecting member 21 on the free end side and a pin hole 8a for connecting to the anchor body 1 on the proximal end side 6, and the connecting fitting 3 is used for connecting the connecting fitting 3. an extension part B consisting of a connecting pin 5 swingably supported in the pin insertion hole 4a of the short shaft body 2a through the pin hole 8a; An anchor for maintaining the posture of a concrete formwork, comprising: a connecting structure part D consisting of male and female screw structures 10 and 11 that are freely screwed together; An anchor for maintaining the posture of a concrete formwork according to claim 1, wherein the upper end side 2 of the anchor body 1 is formed by connecting a hexagonal member to the upper end of a round bar. An anchor for maintaining the posture of a concrete formwork according to claim 1, wherein the upper end side 2 of the anchor body 1 is formed by pressing the upper end of a round bar into a flattened shape. An anchor for maintaining the posture of a concrete formwork according to claim 1, wherein the short shaft body 2a is a hexagonal cylindrical member. An anchor for maintaining the posture of a concrete formwork according to claim 1, wherein the short shaft body 2a is a round bar material formed into a flattened shape under pressure.
JP9068886U 1986-06-13 1986-06-13 Expired JPH0352912Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9068886U JPH0352912Y2 (en) 1986-06-13 1986-06-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9068886U JPH0352912Y2 (en) 1986-06-13 1986-06-13

Publications (2)

Publication Number Publication Date
JPS62201247U JPS62201247U (en) 1987-12-22
JPH0352912Y2 true JPH0352912Y2 (en) 1991-11-18

Family

ID=30950782

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9068886U Expired JPH0352912Y2 (en) 1986-06-13 1986-06-13

Country Status (1)

Country Link
JP (1) JPH0352912Y2 (en)

Also Published As

Publication number Publication date
JPS62201247U (en) 1987-12-22

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