JPH0139319Y2 - - Google Patents

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Publication number
JPH0139319Y2
JPH0139319Y2 JP5204084U JP5204084U JPH0139319Y2 JP H0139319 Y2 JPH0139319 Y2 JP H0139319Y2 JP 5204084 U JP5204084 U JP 5204084U JP 5204084 U JP5204084 U JP 5204084U JP H0139319 Y2 JPH0139319 Y2 JP H0139319Y2
Authority
JP
Japan
Prior art keywords
sheath
intermediate member
holes
bending rib
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
JP5204084U
Other languages
Japanese (ja)
Other versions
JPS60164551U (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 JP5204084U priority Critical patent/JPS60164551U/en
Publication of JPS60164551U publication Critical patent/JPS60164551U/en
Application granted granted Critical
Publication of JPH0139319Y2 publication Critical patent/JPH0139319Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、相対向して立てられたコンクリート
型枠の各々を連結してコンクリート型枠相互間の
距離を一定に保つためのコンクリート型枠止め金
具に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete formwork fastener for connecting concrete formworks erected opposite each other to maintain a constant distance between the concrete formworks.

コンクリート型枠の一方が他方のコンクリート
型枠に対して平行でない場合に自由に適用できる
ようにし、かつ現場での寸法誤差を許容できるよ
うするために、かかるコンクリート型枠止め金具
として長さ調節可能なものが種々提案されている
(例えば実公昭55−44117号公報、実公昭57−
59548号公報)。それらの型枠止め金具は、連結部
材の長手方向に沿つて樋状の凹部を形成し、その
凹部において各連結部材を互いに嵌合させ、その
凹部の両側に穿設された透孔にピンを横方向から
挿入して固定するようにしていた。しかしなが
ら、このようなコンクリート型枠止め金具におい
ては、各連結部材の連結の際に凹部を嵌合させた
状態で支持しながらピンを横方向から挿入しなけ
ればならず、取付作業性が悪かつた。
Adjustable in length as such concrete formwork fasteners in order to be able to apply freely when one of the concrete formworks is not parallel to the other concrete formwork and to allow for dimensional errors in the field. Various methods have been proposed (for example, Utility Model Publication No. 44117 of 1983,
Publication No. 59548). These formwork fasteners form a gutter-like recess along the longitudinal direction of the connecting members, fit the connecting members together in the recess, and insert pins into through holes drilled on both sides of the recess. It was supposed to be inserted from the side and fixed. However, with such concrete formwork fasteners, when connecting each connecting member, the pin must be inserted from the side while supporting the concave portions in a fitted state, resulting in poor installation workability and problems. Ta.

したがつて、本考案の目的は、連結のための作
業を容易になし得るようにした長さ調節可能なコ
ンクリート型枠止め金具を提供することにある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a length-adjustable concrete form fastener that facilitates the connection work.

本考案によれば、一端に型枠取付用の孔が穿設
され、長手方向中央部に補強用の屈曲リブが形成
され、該屈曲リブの両側が互いにU字状に180度
折曲されて鞘部をなし、さらに、該鞘部には所定
間隔をおいて複数の透孔が穿設された一対の連結
部材と、長手方向中央部に補強用の屈曲リブが形
成され、該屈曲リブの両側が前記各連結部材の鞘
部に挿入される幅および厚さとされており、さら
に該屈曲リブの両側には前記鞘部に穿設された透
孔と適合する複数の透孔が穿設された中間部材
と、該中間部材の両端部を前記各連結部材の鞘部
に挿入した際、前記透孔のうち適合したものに挿
入され前記中間部材と前記各連結部材とを固定す
るコ字状のピンとを備えている。
According to the present invention, a hole for attaching the formwork is drilled at one end, a reinforcing bent rib is formed at the center in the longitudinal direction, and both sides of the bent rib are bent 180 degrees into a U-shape. The sheath has a pair of connecting members in which a plurality of through holes are formed at predetermined intervals, and a reinforcing bending rib is formed in the longitudinal center of the sheath. Both sides have a width and thickness to be inserted into the sheath portion of each of the connecting members, and a plurality of through holes that match the through holes formed in the sheath portion are bored on both sides of the bending rib. a U-shaped intermediate member that is inserted into a suitable one of the through holes and fixes the intermediate member and each of the connection members when both ends of the intermediate member are inserted into the sheath of each of the connection members; Equipped with a pin.

したがつて、中間部材の両端部を各連結部材の
鞘部に挿入しスライドさせることによつて長さ調
節ができ、適宜位置において適合した少くとも一
対の透孔にコ字状のピンを上方から挿入すること
によつて各連結部材と中間部材とを固定すること
ができる。そして、連結の際、中間部材は各連結
部材の鞘部に挿入され保持されるので、支持する
必要はなく、さらにコ字状のピンを上方から挿入
するだけで固定できるので、作業を容易に行うこ
とができる。
Therefore, the length can be adjusted by inserting and sliding both ends of the intermediate member into the sheath of each connecting member, and inserting the U-shaped pin upward into at least a pair of matching through holes at appropriate positions. Each connecting member and the intermediate member can be fixed by inserting the intermediate member. When connecting, the intermediate member is inserted and held in the sheath of each connecting member, so there is no need to support it, and it can be fixed simply by inserting a U-shaped pin from above, making the work easier. It can be carried out.

以下、本考案の実施例を添付した図面を参照し
て説明する。
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings.

第1図に示すように、本考案を実施した連結金
具1は、連結部材2と、中間部材3と、コ字状の
ピン4とを備えている。図示してないが、連結部
材2は実際には一対のものからなり中間部材3の
両端部にそれぞれ取付けられるようになつてい
る。同様にしてコ字状のピン4も実際には一対の
ものからなり、中間部材3の両端部において各連
結部材2を固定するようになつている。
As shown in FIG. 1, a connecting fitting 1 embodying the present invention includes a connecting member 2, an intermediate member 3, and a U-shaped pin 4. Although not shown, the connecting member 2 actually consists of a pair and is adapted to be attached to both ends of the intermediate member 3, respectively. Similarly, the U-shaped pins 4 actually consist of a pair, and are adapted to fix each connecting member 2 at both ends of the intermediate member 3.

連結部材2は、一端に図示しない型枠へ取付け
るためのボルトもしくはピンを挿入する孔5が穿
設されている。また長手方向中央部には断面U字
形をなす補強用の屈曲リブ6が形成されている。
そして、屈曲リブ6の両側はそれぞれU字状に
180度折り曲げられ、鞘部7a,7bが形成され
ている。鞘部7a,7bの中央部には長手方向に
沿つて所定の間隔が設けられている。この場合、
屈曲リブ6は鞘部7a,7bに対して下側に形成
されている。さらに、鞘部7a,7bには上下に
貫通する複数の透孔8が所定間隔をおいて穿設さ
れている。なお、端部の孔5と屈曲リブ6との間
には一対の折り取り用の溝9が形成されている。
The connecting member 2 has a hole 5 at one end into which a bolt or pin for attachment to a formwork (not shown) is inserted. Further, a reinforcing bending rib 6 having a U-shaped cross section is formed in the central portion in the longitudinal direction.
Both sides of the bending rib 6 are each shaped like a U-shape.
It is bent 180 degrees to form sheath parts 7a and 7b. A predetermined interval is provided in the center portions of the sheath portions 7a and 7b along the longitudinal direction. in this case,
The bending rib 6 is formed on the lower side of the sheath parts 7a and 7b. Furthermore, a plurality of through holes 8 are formed at predetermined intervals in the sheath parts 7a and 7b, passing through them vertically. A pair of break-off grooves 9 are formed between the end hole 5 and the bending rib 6.

一方、中間部材3は、コンクリート型枠の間隔
に応じた適宜長さとされており、各種長さのもの
を用意してもよい。また、長手方向中央部には断
面U字形をなす補強用の屈曲リブ11が形成され
ている。屈曲リブ11の両側部12a,12bは
連結部材2の鞘部7a,7bに挿入される幅およ
び厚さとされている。また、その際、屈曲リブ1
1は隙間に挿入されるようになつている。両側部
17a,17bには鞘部7a,7bの透孔8と適
宜スライド位置で適合する複数の透孔13が所定
間隔をおいて穿設されている。なお、透孔13は
中間部材3の両端部に遍在して穿設されていても
よい。
On the other hand, the intermediate member 3 has an appropriate length depending on the interval between the concrete forms, and various lengths may be prepared. Further, a reinforcing bending rib 11 having a U-shaped cross section is formed in the central portion in the longitudinal direction. Both side portions 12a and 12b of the bending rib 11 have a width and thickness such that they can be inserted into the sheath portions 7a and 7b of the connecting member 2. In addition, at that time, the bending rib 1
1 is designed to be inserted into the gap. A plurality of through holes 13 are bored at predetermined intervals in both side parts 17a and 17b so as to suit the through holes 8 of the sheath parts 7a and 7b at appropriate sliding positions. Note that the through holes 13 may be ubiquitously formed at both ends of the intermediate member 3.

コ字状のピン4は、長手方向に対して直角方向
に対応する一対の透孔8および13に挿入される
ように両端部が折曲されている。
Both ends of the U-shaped pin 4 are bent so as to be inserted into a pair of corresponding through holes 8 and 13 in a direction perpendicular to the longitudinal direction.

次に、コンクリート型枠への取付けに際して
は、一対の連結部材2のそれぞれ一端部を型枠の
対向する部分に挿入し、各連結部材2の孔5にボ
ルトもしくはピンを差し込んで型枠に固定する。
そして、中間部材3の両端部を各連結部材2の鞘
部7a,7bに挿入する。その場合、中間部材3
の屈曲リブ11は鞘部7a,7bの間の隙間に挿
入され、屈曲リブ6と11とは互いに反対方向に
突出した状態となる。また、この状態で中間部材
3は各連結部材2の鞘部7a,7bに保持され、
支持しなくても連結状態を保つている。したがつ
て、中間部材3を各連結部材2の鞘部7a,7b
内にてスライドさせることにより、コンクリート
型枠止め金具1を適宜長さに調節することができ
る。そして、各連結部材2の透孔8と、中間部材
3の透孔13とを合致させ、長手方向に対して直
角方向に対応する一対の合致した透孔8,13に
上方からコ字状のピン4を挿入することにより、
各連結部材2と中間部材3とを固定することがで
きる。このように、中間部材3を各連結部材2の
鞘部7a,7bに挿入した状態で、各連結部材2
と中間部材3とは支持しなくても連結状態が保て
るので長さ調節がし易くなつている。また、この
状態でコ字状のピン4を上方から互いに合致した
透孔8,13に挿入するだけで固定できるので固
定操作も容易である。さらに、連結した状態で各
連結部材2と中間部材3との屈曲リブ6,11は
互いに反対方向に突出するので、全体として充分
な強度も得られる。なお、型枠内にコンクリート
を打設し、コンクリートが固化して型枠を取り去
つた後は、コンクリート壁面より突出する各連結
部材2の端部をハンマーでたたき、折り取り用の
溝9で折り取るようにする。
Next, when attaching to the concrete formwork, insert one end of each of the pair of connecting members 2 into opposing parts of the formwork, and insert a bolt or pin into the hole 5 of each connecting member 2 to fix it to the formwork. do.
Then, both ends of the intermediate member 3 are inserted into the sheath portions 7a and 7b of each connecting member 2. In that case, the intermediate member 3
The bending rib 11 is inserted into the gap between the sheath parts 7a and 7b, and the bending ribs 6 and 11 protrude in opposite directions. In addition, in this state, the intermediate member 3 is held by the sheath portions 7a and 7b of each connecting member 2,
It remains connected even without support. Therefore, the intermediate member 3 is connected to the sheath portions 7a, 7b of each connecting member 2.
By sliding it inside, the length of the concrete form stopper 1 can be adjusted as appropriate. Then, the through holes 8 of each connecting member 2 and the through holes 13 of the intermediate member 3 are made to match, and a U-shaped hole is inserted from above into the pair of matched through holes 8 and 13 corresponding to the direction perpendicular to the longitudinal direction. By inserting pin 4,
Each connecting member 2 and intermediate member 3 can be fixed. In this way, with the intermediate member 3 inserted into the sheath parts 7a and 7b of each connecting member 2, each connecting member 2
and the intermediate member 3 can be maintained in a connected state without being supported, making it easy to adjust the length. Further, in this state, the U-shaped pin 4 can be fixed by simply inserting it from above into the corresponding through holes 8 and 13, so that the fixing operation is easy. Furthermore, since the bending ribs 6 and 11 of each connecting member 2 and intermediate member 3 protrude in opposite directions in the connected state, sufficient strength can be obtained as a whole. In addition, after pouring concrete into the formwork and removing the formwork after the concrete has solidified, tap the end of each connecting member 2 that protrudes from the concrete wall surface with a hammer, and use the break-off groove 9. Try to break it off.

第2図および第3図には屈曲リブ6,11の他
の変形例が示されている。すなわち、第2図にお
いては、屈曲部分がパイプ状もしくは断面C字状
に形成されている。また第3図においては、屈曲
部分が断面T字状に折り畳まれている。
Other modifications of the bending ribs 6, 11 are shown in FIGS. 2 and 3. That is, in FIG. 2, the bent portion is formed into a pipe shape or a C-shaped cross section. Further, in FIG. 3, the bent portion is folded into a T-shaped cross section.

以上説明したように、本考案によれば、中間部
材を各連結部材の鞘部に挿入しスライドさせるこ
とによつて長さ調節が可能であり、その状態で各
連結部材および中間部材を支持しなくても連結状
態を維持でき、かつコ字状のピンを上方から挿入
するだけで各連結部材を固定できるので、作業性
を向上させることができる。
As explained above, according to the present invention, the length can be adjusted by inserting and sliding the intermediate member into the sheath of each connecting member, and in this state, each connecting member and the intermediate member are supported. The connected state can be maintained even without the U-shaped pin, and each connecting member can be fixed simply by inserting the U-shaped pin from above, so work efficiency can be improved.

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

第1図は本考案によるコンクリート型枠止め金
具の分解斜視図、第2図および第3図は同コンク
リート型枠止め金具における屈曲リブの変形態様
を示す断面図である。 1……コンクリート型枠止め金具、2……連結
部材、3……中間部材、4……コ字状のピン、5
……孔、6……屈曲リブ、7a,7b……鞘部、
8……透孔、11……屈曲リブ、12a,12b
……両側部、13……透孔。
FIG. 1 is an exploded perspective view of a concrete form stopper according to the present invention, and FIGS. 2 and 3 are cross-sectional views showing deformed bending ribs in the concrete form stopper. 1... Concrete formwork stopper, 2... Connecting member, 3... Intermediate member, 4... U-shaped pin, 5
... hole, 6 ... bending rib, 7a, 7b ... sheath part,
8...Through hole, 11...Bending rib, 12a, 12b
...Both sides, 13...Through holes.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一端に型枠取付用の孔が穿設され、長手方向中
央部に補強用の屈曲リブが形成され、該屈曲リブ
の両側が互いにU字状に180度折曲されて鞘部を
なし、さらに、該鞘部には所定間隔をおいて複数
の透孔が穿設された一対の連結部材と、長手方向
中央部に補強用の屈曲リブが形成され、該屈曲リ
ブの両側が前記各連結部材の鞘部に挿入される幅
および厚さとされており、さらに該屈曲リブの両
側には前記鞘部に穿設された透孔と適合する複数
の透孔が穿設された中間部材と、該中間部材の両
端部を前記各連結部材の鞘部に挿入した際、前記
透孔のうち適合したものに挿入され前記中間部材
と前記各連結部材とを固定するコ字状のピンとを
備えていることを特徴とするコンクリート型枠止
め金具。
A hole for attaching the formwork is drilled at one end, a reinforcing bending rib is formed at the center in the longitudinal direction, both sides of the bending rib are bent 180 degrees into a U-shape to form a sheath, and The sheath has a pair of connecting members in which a plurality of through holes are bored at predetermined intervals, and a reinforcing bending rib is formed in the center in the longitudinal direction, and both sides of the bending rib are connected to each of the connecting members. an intermediate member having a width and thickness to be inserted into the sheath part of the sheath part, and further having a plurality of through holes formed on both sides of the bending rib that match the through holes made in the sheath part; U-shaped pins are inserted into matching through holes to fix the intermediate member and each of the connecting members when both ends of the intermediate member are inserted into the sheaths of the respective connecting members. Concrete formwork fasteners characterized by:
JP5204084U 1984-04-11 1984-04-11 Concrete formwork fasteners Granted JPS60164551U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5204084U JPS60164551U (en) 1984-04-11 1984-04-11 Concrete formwork fasteners

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5204084U JPS60164551U (en) 1984-04-11 1984-04-11 Concrete formwork fasteners

Publications (2)

Publication Number Publication Date
JPS60164551U JPS60164551U (en) 1985-11-01
JPH0139319Y2 true JPH0139319Y2 (en) 1989-11-24

Family

ID=30571629

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5204084U Granted JPS60164551U (en) 1984-04-11 1984-04-11 Concrete formwork fasteners

Country Status (1)

Country Link
JP (1) JPS60164551U (en)

Also Published As

Publication number Publication date
JPS60164551U (en) 1985-11-01

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