JPH0139320Y2 - - Google Patents

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Publication number
JPH0139320Y2
JPH0139320Y2 JP5204184U JP5204184U JPH0139320Y2 JP H0139320 Y2 JPH0139320 Y2 JP H0139320Y2 JP 5204184 U JP5204184 U JP 5204184U JP 5204184 U JP5204184 U JP 5204184U JP H0139320 Y2 JPH0139320 Y2 JP H0139320Y2
Authority
JP
Japan
Prior art keywords
connecting member
sheath
formwork
holes
rib
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
JP5204184U
Other languages
Japanese (ja)
Other versions
JPS60164552U (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 JP5204184U priority Critical patent/JPS60164552U/en
Publication of JPS60164552U publication Critical patent/JPS60164552U/en
Application granted granted Critical
Publication of JPH0139320Y2 publication Critical patent/JPH0139320Y2/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)。こ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 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, Utility Model Publication No. 55-44117;
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, which results in poor installation workability and 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第1の連結部
材と、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
リブの両側が前記第1の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第2の連結部材と、該
第2の連結部材を前記第1の連結部材の鞘部に挿
入した際、前記各透孔に挿入され両者を固定する
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 bored at one end, a reinforcing bending rib is formed at the center in the longitudinal direction, and both sides of the bending rib are bent 180 degrees into a U-shape. A first connecting member forming a sheath part, and a first connecting member having a plurality of through holes drilled at predetermined intervals in the sheath part, a hole for attaching a formwork to one end, and a first connecting member in the longitudinal center part. A reinforcing bent rib is formed, and both sides of the bent rib have a width and thickness to be inserted into the sheath portion of the first connecting member, and further, holes are formed in the sheath portion on both sides of the bent rib. a second connecting member having a plurality of through holes drilled therein that match the through holes formed therein, and a second connecting member that is inserted into each of the through holes when the second connecting member is inserted into the sheath portion of the first connecting member; It is equipped with a U-shaped pin that fixes the two.

したがつて、第2の連結部材を第1の連結部材
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を固定することができる。
そして、連結の際、第2の連結部材は第1の連結
部材の鞘部に挿入され保持されるので、支持する
必要がなく、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 of the second connecting member can be adjusted by inserting and sliding the second connecting member into the sheath of the first connecting member, and the U-shaped pin is inserted into at least a pair of matching through holes at an appropriate position. Each connecting member can be fixed by inserting it from above.
When connecting, the second connecting member is inserted and held in the sheath of the first connecting member, so there is no need to support it, and it can be fixed simply by inserting a U-shaped pin from above. Work can be done easily.

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は第1の連結部材2と第2の連結部材3とコ
字状のピン4とを備えている。
As shown in FIG. 1, a connecting fitting 1 embodying the present invention includes a first connecting member 2, a second connecting member 3, and a U-shaped pin 4.

第1の連結部材2は、一端に図示しない型枠へ
取付けるためのボルトを挿通する孔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
て所定の隙間が設けられている。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 first connecting member 2 has a hole 5 at one end through which a bolt 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 bent 180 degrees into a U-shape to form sheath portions 7a and 7b. A predetermined gap is provided in the center portions of the sheath portions 7a, 7b along the longitudinal direction. In this case, the bending rib 6 is formed below the sheath parts 7a and 7b. Further, a plurality of through holes 8 are formed at predetermined intervals in the sheath portions 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、第2の連結部材3は、一端に図示しない
型枠へ取付けるためのボルトを挿通する孔15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16が形成されてい
る。屈曲リブ16の両側部17a,17bは第1
の連結部材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
16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18が
所定間隔をおいて穿設されている。なお、端部の
孔15と屈曲リブ16との間には一対の折り取り
用の溝19が穿設されている。
On the other hand, the second connecting member 3 has a hole 15 at one end through which a bolt for attaching to a formwork (not shown) is inserted. In addition, in the center part in the longitudinal direction, there is a cross section U.
A reinforcing bent rib 16 having a letter shape is formed. Both sides 17a and 17b of the bending rib 16 are the first
The width and thickness are such that it can be inserted into the sheath parts 7a, 7b of the connecting member 2. Further, at that time, the bending rib 16 is inserted into the gap. Through holes 8 of sheath parts 7a, 7b are provided on both sides 17a, 17b.
A plurality of through holes 18 are bored at predetermined intervals to suit the sliding position as appropriate. Note that a pair of break-off grooves 19 are bored between the end hole 15 and the bending rib 16.

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18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 18 in a direction perpendicular to the longitudinal direction.

コンクリート型枠への取付けに際しては、ま
ず、第2の連結部材3を第1の連結部材2の鞘部
7a,7bに挿入する。その場合、第2の連結部
材3の屈曲リブ6は鞘部7a,7bの間の隙間に
挿入され、屈曲リブ6と屈曲リブ16は互いに反
対方向に突出した状態となる。そして、各連結部
材2,3の端部をそれぞれ型枠の対向する部分に
挿入し、孔5,15にそれぞれボルトあるいはピ
ンを差し込んで型枠に固定する。この状態で第2
の連結部材3は鞘部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、
第2の連結部材3を第1の連結部材2の鞘部7
a,7b内にてスライドさせ、適宜長さに調節し
て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18を合致させ、その合致された透孔
8および18に上方からコ字状のピン4を挿入し
て各連結部材2,3を連結する。このように、第
2の連結部材3を第1の連結部材2の鞘部7a,
7bに挿入した状態で各連結部材2,3は支持し
なくても連結状態が保てるので長さ調節が容易に
できる。またコ字状のピン4を上方から透孔8お
よび18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2,3の屈曲リブ6,16は互いに反対方向
に突出しているので、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2,3の端部をハン
マー等でたたき、折り取り用の溝9,19で折り
取るようにする。
When attaching to the concrete formwork, first, the second connecting member 3 is inserted into the sheath portions 7a, 7b of the first connecting member 2. In that case, the bending rib 6 of the second connecting member 3 is inserted into the gap between the sheath parts 7a and 7b, and the bending rib 6 and the bending rib 16 protrude in opposite directions. Then, the ends of the connecting members 2 and 3 are respectively inserted into opposing parts of the formwork, and bolts or pins are inserted into the holes 5 and 15, respectively, to fix them to the formwork. In this state, the second
The connecting member 3 is held by the sheath parts 7a and 7b, and maintains the connected state even if it is not supported. Therefore,
The second connecting member 3 is connected to the sheath portion 7 of the first connecting member 2.
a, 7b, adjust the length appropriately to match the pair of through holes 8 and 18 that correspond to each other in the direction perpendicular to the longitudinal direction, and insert the screw into the matched through holes 8 and 18 from above. A letter-shaped pin 4 is inserted to connect the connecting members 2 and 3. In this way, the second connecting member 3 is connected to the sheath portion 7a of the first connecting member 2,
Since each connecting member 2, 3 can maintain a connected state without being supported when inserted into 7b, the length can be easily adjusted. Further, the fixing operation is easy because the U-shaped pin 4 can be fixed by simply inserting it into the through holes 8 and 18 from above. Furthermore, since the bending ribs 6, 16 of each connecting member 2, 3 protrude in opposite directions in the connected state, sufficient strength can be obtained. After pouring concrete into the formwork and removing the formwork after the concrete has hardened, tap the ends of each connecting member 2 and 3 that protrude from the concrete wall surface with a hammer or the like to create a break-off groove. Make sure to break it off at 9 and 19.

第2図および第3図には屈曲リブ6,16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, 16 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、第2の
連結部材を第1の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 second connecting member into the sheath of the first connecting member, and in this state, each connecting member is The connected state can be maintained without support, and each connecting member can be fixed simply by inserting a U-shaped pin from above, so work efficiency can be improved.

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

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……第1
の連結部材、3……第2の連結部材、4……コ字
状のピン、5……孔、6……屈曲リブ、7a,7
b……鞘部、8……透孔、15……孔、16……
屈曲リブ、17a,17b……両側部、18……
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 a modified form of the bending rib in the concrete form stopper. 1... Concrete formwork stopper, 2... 1st
connecting member, 3... second connecting member, 4... U-shaped pin, 5... hole, 6... bending rib, 7a, 7
b...sheath part, 8...through hole, 15...hole, 16...
Bent ribs, 17a, 17b...Both sides, 18...
Through hole.

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
透孔が穿設された第1の連結部材と、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前記
第1の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
設された第2の連結部材と、該第2の連結部材を
前記第1の連結部材の鞘部に挿入した際、前記各
透孔に挿入され両者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 bored 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 portion includes a first connecting member having a plurality of through holes drilled at predetermined intervals, a hole for attaching a formwork to one end, and a reinforcing bent rib in the longitudinal center portion. The bending rib has a width and thickness such that both sides of the bending rib are inserted into the sheath portion of the first connecting member. a second connecting member having a plurality of through holes formed therein; and a screw that is inserted into each of the through holes and fixes the two when the second connecting member is inserted into the sheath of the first connecting member. A concrete formwork fastener characterized by being equipped with a letter-shaped pin.
JP5204184U 1984-04-11 1984-04-11 Concrete formwork fasteners Granted JPS60164552U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5204184U JPS60164552U (en) 1984-04-11 1984-04-11 Concrete formwork fasteners

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5204184U JPS60164552U (en) 1984-04-11 1984-04-11 Concrete formwork fasteners

Publications (2)

Publication Number Publication Date
JPS60164552U JPS60164552U (en) 1985-11-01
JPH0139320Y2 true JPH0139320Y2 (en) 1989-11-24

Family

ID=30571631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5204184U Granted JPS60164552U (en) 1984-04-11 1984-04-11 Concrete formwork fasteners

Country Status (1)

Country Link
JP (1) JPS60164552U (en)

Also Published As

Publication number Publication date
JPS60164552U (en) 1985-11-01

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