JPS6123567Y2 - - Google Patents

Info

Publication number
JPS6123567Y2
JPS6123567Y2 JP2678679U JP2678679U JPS6123567Y2 JP S6123567 Y2 JPS6123567 Y2 JP S6123567Y2 JP 2678679 U JP2678679 U JP 2678679U JP 2678679 U JP2678679 U JP 2678679U JP S6123567 Y2 JPS6123567 Y2 JP S6123567Y2
Authority
JP
Japan
Prior art keywords
connecting member
shaped
concrete formwork
pair
concrete
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
JP2678679U
Other languages
Japanese (ja)
Other versions
JPS55126448U (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 JP2678679U priority Critical patent/JPS6123567Y2/ja
Publication of JPS55126448U publication Critical patent/JPS55126448U/ja
Application granted granted Critical
Publication of JPS6123567Y2 publication Critical patent/JPS6123567Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は一対のコンクリート型枠に連結され、
長さを調節自在としたコンクリート型枠連結金具
に関する。
[Detailed description of the invention] [Industrial application field] The invention is connected to a pair of concrete forms,
This invention relates to a concrete formwork connection fitting whose length is freely adjustable.

〔従来技術〕[Prior art]

かかるコンクリート型枠連結金具は、従来から
種々提案されており、例えば一対の断面U字形の
連結金具の側壁に多数の透孔を設け、それらの透
孔を選択してピン結合し、もつて長さを調節する
もの(例えば実開昭53−155967号公報参照)が知
られている。また一対の連結金具をターンバツク
ルで連結して長さを調節するもの(例えば実開昭
53−83967号公報参照)を知られている。しかし
ながら、ピン結合するものは1本のピンでは強度
的に弱く、また現場においてピンを紛失しやすい
という欠点があつた。またターンバツクルを用い
たものは左右のねじ加工が面倒であり、ねじが錆
たり、またねじ込み作業がやつかいであるという
欠点があつた。
Various types of such concrete formwork connecting fittings have been proposed in the past. For example, a pair of connecting fittings each having a U-shaped cross section are provided with a large number of through holes in the side walls, and these through holes are selected and connected with pins. A device that adjusts the height (see, for example, Japanese Utility Model Application Publication No. 155967/1983) is known. Also, the length can be adjusted by connecting a pair of connecting metal fittings with a turnbuckle (for example,
53-83967) is known. However, the pin connection has the disadvantage that a single pin is weak in strength, and the pin is easily lost in the field. Additionally, those using turnbuckles had the disadvantage that machining the left and right screws was troublesome, the screws rusted, and the screwing process was difficult.

一対のコンクリート型枠間の距離すなわちスパ
ンが比較的に短い場合、一枚の板体を用いるもの
も知られており、比較的に安価なために、埋殺さ
れてしまうコンクリート型枠連結金具としては好
都合である。しかしながら、かかる板状の連結金
具はスパンを調節することができなかつた。その
埋由は板体は水平に設置されるために、垂直方向
に生ずる力に対して比較的に弱く、2つの平板状
の連結部材を調節自在に固着できなかつたからで
ある。
When the distance between a pair of concrete formworks, that is, the span, is relatively short, it is known that a single plate is used, and because it is relatively inexpensive, it is used as a concrete formwork connection fitting that is often buried. is convenient. However, the span of such plate-shaped connecting fittings cannot be adjusted. The reason for this is that since the plates are installed horizontally, they are relatively weak against forces generated in the vertical direction, making it impossible to adjustably fix the two plate-shaped connecting members.

〔考案の目的〕[Purpose of invention]

したがつて本考案の目的は、平板状の一対の連
結金具を丈夫で確実に長さを調節自在に相互に連
結できるコンクリート型枠連結金具を提供するに
ある。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a concrete formwork connecting fitting that is strong and can reliably connect a pair of flat plate-shaped connecting fittings to each other in an adjustable length manner.

〔考案の構成〕[Structure of the idea]

本考案によれば、一対のコンクリート型枠に連
結され、長さが調節自在としたコンクリート型枠
連結金具において、一端部がコンクリート型枠に
連結され、そして他端に多数の凸部を有する係合
要素が形成され、かつその中心部分にスリツト状
の切り込みが形成されている平板状の第1の連結
部材と、一端部がコンクリート型枠に連結され、
そして他端部に結合部材が取付けられている平板
状の第2の連結部材とよりなり、その結合部材は
互いに揺動できる一対のL字状部材で構成され、
その各L字状部材の一辺の先端は第2の連結部材
に枢着して、その他辺には前記第1の連結部材の
凸部が係合する複数の透孔が形成され、さらに結
合部材を包囲するように断面がC字形であつて、
前記L字状部材の透孔を有する他辺と係合するテ
ーパを有する締付部材を備えている。
According to the present invention, in a concrete formwork connecting fitting that is connected to a pair of concrete formworks and whose length is freely adjustable, one end is connected to the concrete formwork, and the other end has a plurality of protrusions. a flat first connecting member in which a joining element is formed and a slit-like cut is formed in the center thereof, and one end thereof is connected to a concrete form;
and a flat second connecting member having a connecting member attached to the other end thereof, and the connecting member is composed of a pair of L-shaped members that can swing relative to each other,
The tip of one side of each L-shaped member is pivotally connected to the second connecting member, and the other side is formed with a plurality of through holes in which the convex portion of the first connecting member engages, and the connecting member The cross section is C-shaped so as to surround the
A tightening member having a taper that engages with the other side of the L-shaped member having the through hole is provided.

〔考案の作用効果〕[Function and effect of the idea]

したがつて組立てに際してまず一対のL字状部
材を広げてその間に第1の連結部材の係合要素を
挿入する。そしてL字状部材をせばめて所定の長
さの所で第1の連結部材の係合要素の凸部をL字
状部材の透孔に係合させる。凸部および透孔は複
数個設けられているので、その係合位置をずらす
ことによつて長さを調節できる。そして締付部材
によつて一対のL字状部材が広がらないようにテ
ーパーで係合させるので、単に締付部材を押圧挿
入するだけで第2の連結部材に設けたL字状部材
と第1の連結部材とが強固結合できる。
Therefore, during assembly, the pair of L-shaped members are first spread apart and the engaging element of the first connecting member is inserted between them. Then, the L-shaped member is narrowed so that the convex portion of the engaging element of the first connecting member is engaged with the through hole of the L-shaped member at a predetermined length. Since a plurality of protrusions and through holes are provided, the length can be adjusted by shifting their engagement positions. Since the pair of L-shaped members are tapered and engaged with each other by the tightening member so that they do not spread, simply pressing and inserting the tightening member connects the L-shaped member provided on the second connecting member with the first one. can be firmly connected to the connecting member.

それ故に、その組立てや長さの調節を現場で簡
単に行うことができ、しかも第1および第2の連
結部材の連結部分はL字状部材および締付部材に
よつて補強されているので強度的にも充分であ
る。したがつて平板状の連結部材を相互連結する
場合に好適である。
Therefore, its assembly and length adjustment can be easily carried out on site, and since the connecting portion of the first and second connecting members is reinforced by the L-shaped member and the tightening member, it is strong. It is also sufficient. Therefore, it is suitable for interconnecting flat connecting members.

〔実施例〕〔Example〕

以下、図面を参照して本考案の実施例を説明す
る。
Embodiments of the present invention will be described below with reference to the drawings.

さて第1図において本考案を実施したコンクリ
ート型枠連結金具は平板状に形成されている鋼板
製の第1の連結部材1と、同様な形状をした第2
の連結部材10と、結合部材20と、締付部材3
0とから成つている。そして第1の連結部材1は
一方の端部は図示されないコンクリート型枠に連
結される透孔2が穿設され、他端部はある長さに
わたつてその両側に係合要素3が形成されてい
る。係合要素3は、鋸の歯状にも或いはその他
色々な形状が考えられるが、一般には図示されて
いるように複数の凸部が連続して形成されてい
る。またこの係合要素と略同じ長さにわたつてそ
の略中心部にはスリツト状の切り込み4が形成さ
れ、この切り込みは後述するピン12が通過でる
ようになつている。
Now, as shown in Fig. 1, the concrete formwork connecting fittings in which the present invention is implemented include a first connecting member 1 made of a flat steel plate, and a second connecting member 1 having a similar shape.
connecting member 10, coupling member 20, and tightening member 3
It consists of 0. The first connecting member 1 has a through hole 2 formed at one end thereof to be connected to a concrete formwork (not shown), and an engaging element 3 formed on both sides of the other end over a certain length. ing. The engagement element 3 may have a sawtooth shape or various other shapes, but generally, as shown in the figure, a plurality of convex portions are continuously formed. Further, a slit-shaped cut 4 is formed approximately at the center of the engaging element and extends approximately the same length as the engaging element, and a pin 12 described later can pass through this cut.

第2の連結部材10は、一端部は第1の連結部
材と同様に透孔11が穿設され、他端部には、ピ
ン12により結合部材20が揺動自在に取付けら
れている。
The second connecting member 10 is provided with a through hole 11 at one end, similar to the first connecting member, and a connecting member 20 is swingably attached to the other end with a pin 12.

結合部材20は、一対の略L字形を呈するL字
状の部材21,21′から構成され、その一辺の
先端部においてピン12によりそれらは互いに揺
動できるように結合されている。そして図示の例
ではこのピン12は記述したように第2の部材1
0の取付けにも共用されている。また一対のL字
状の部材21,21′が揺動自在に結合されてい
るために、一方の部材が他方の部材より大きな幅
を有するように形成されている(第2図参照)。
L字状の部材21,21′の向いあつた他の辺部
分22,22′にはそれぞれ第1の連結部材の係
合要素3すなわち凸部と係合する複数の透孔2
3,23′が複数個列設されている。また結合部
材20も、鋼板或いは打ち抜きなどで形成される
ので、強度をもたせるために周縁部分は内側へ曲
げられてフランジ部24,24′が形成されてい
る。
The coupling member 20 is composed of a pair of substantially L-shaped members 21 and 21', which are coupled to each other by a pin 12 at the tip of one side so as to be able to swing relative to each other. In the illustrated example, this pin 12 is connected to the second member 1 as described.
It is also used in the installation of 0. Further, since the pair of L-shaped members 21 and 21' are swingably connected, one member is formed to have a larger width than the other member (see FIG. 2).
The opposite side portions 22, 22' of the L-shaped members 21, 21' are provided with a plurality of through holes 2 that engage with the engaging elements 3, that is, the convex portions of the first connecting member, respectively.
3, 23' are arranged in a row. Further, since the connecting member 20 is also formed from a steel plate or punching, the peripheral edge portion is bent inward to form flange portions 24, 24' in order to provide strength.

締付部材30は、断面が略C字形を呈し、その
平面形は大径のように、すなわちテーパを有する
ように形成されている。そして平面部分31と鉤
部32とがなす空間33は、前述した結合部材2
0の他辺部分22,22′を摺動的に挿入される
ようになつている。
The tightening member 30 has a substantially C-shaped cross section, and its planar shape is formed to have a large diameter, that is, to have a taper. The space 33 formed by the plane portion 31 and the hook portion 32 is the space 33 formed by the connecting member 2
The other side portions 22, 22' of 0 are slidably inserted.

本考案を実施したコンクリート型枠連結金具
は、以上のように構成されているので、使用する
ときは図示しないコンクリート型枠に第1及び第
2の連結部材の端部を透孔2,11などを利用し
て固定する。そして型枠が所定の間隔になるよう
に結合部材20の、他辺部分22,22′が画成
する空間部へ、第1の連結部材1の係合要素3す
なわち凸部を挿入する。このとき切り込み4がピ
ン12を挟むようにして挿入される。そして所定
長さになるようにあらかじめ凸部を透孔と合せて
おき、締付部材30を結合部材20の他辺部分2
2,22′を包むようにセツトし、矢印Aで示す
ようにテーパの大きい方へ向つて移動させる。す
ると他辺部分22,22′はピン12を中心とし
て揺動し、他辺部分22,22′がなす間隔は狭
くなり、従つて第1の連結部材の係合要素3の凸
部が結合部材20の透孔23,23′にしつかり
と係合し、第1及び第2の連結部材1,10は強
固に連結される。通常この種の連結金具は長さを
あまり変化させることはないので、通常は複数個
の凸部が透孔と係合する。
Since the concrete formwork connection fitting according to the present invention is constructed as described above, when it is used, the ends of the first and second connection members are connected to the concrete formwork (not shown) through holes 2, 11, etc. Fix it using. Then, the engaging element 3, that is, the convex portion of the first connecting member 1 is inserted into the space defined by the other side portions 22, 22' of the connecting member 20 so that the molds are spaced at a predetermined interval. At this time, the notch 4 is inserted so as to sandwich the pin 12. Then, the convex portion is aligned with the through hole in advance so as to have a predetermined length, and the tightening member 30 is attached to the other side portion 2 of the coupling member 20.
2 and 22', and move it toward the larger taper as shown by arrow A. Then, the other side parts 22, 22' swing around the pin 12, and the interval between the other side parts 22, 22' becomes narrower, so that the convex part of the engaging element 3 of the first connecting member is connected to the connecting member. 20 through holes 23, 23', and the first and second connecting members 1, 10 are firmly connected. Since the length of this type of connecting fitting does not usually change much, a plurality of protrusions usually engage with the through hole.

〔まとめ〕〔summary〕

以上説明したように、本考案によれば、現場に
おける組立が簡単に行われると共に、組立状態に
おいてL字状部材と締付部材があるので従来のも
のよりはるかに丈夫となる。また結合部材は第2
の連結部材に取付けられているので、これらを紛
失する心配もないものである。また本考案による
と、鋼板からプレス或いは打ち抜き加工により製
作されるので、大量生産が可能で安価に提供でき
るものである。なお図示はされていないが、組立
時に締付部材30を第1の連結部材に挿入してか
ら、結合部材20に挿入固定するようにすること
もできる。このようにして組立てられると締付部
材30の断面形を楕面形に、すなわち鉤部32,
32の先端が接するように形成することもでき
る。このような形状に構成されると締付部材の強
度が向上するものである。
As explained above, according to the present invention, it is easy to assemble on-site, and since there is an L-shaped member and a tightening member in the assembled state, it is much stronger than the conventional one. Also, the connecting member is the second
Since they are attached to the connecting member, there is no need to worry about losing them. Further, according to the present invention, since it is manufactured from a steel plate by pressing or punching, mass production is possible and it can be provided at low cost. Although not shown, the tightening member 30 may be inserted into the first connecting member during assembly and then inserted and fixed into the coupling member 20. When assembled in this way, the cross-sectional shape of the tightening member 30 becomes elliptical, that is, the hook portion 32,
It can also be formed so that the tips of 32 are in contact with each other. When constructed in such a shape, the strength of the tightening member is improved.

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

第1図は本考案を実施したコンクリート型枠連
結金具の分解斜視図、第2図は組立た状態におけ
る断面図で第1図における矢視−に相当する
断面図である。 1……第1の連結部材、3……係合要素(凸
部)、4……スリツト状の切り込み、10……第
2の連結部材、12……ピン、20……結合部
材、21,21′……L字状部材、22,22′…
…向い合つた他辺部分、23,23′……透孔、
24,24′……フランジ部、30……締付部
材。
FIG. 1 is an exploded perspective view of a concrete formwork connection fitting according to the present invention, and FIG. 2 is a cross-sectional view in an assembled state, corresponding to the direction indicated by the arrow - in FIG. 1. DESCRIPTION OF SYMBOLS 1... First connection member, 3... Engagement element (convex part), 4... Slit-shaped cut, 10... Second connection member, 12... Pin, 20... Connection member, 21, 21'...L-shaped member, 22, 22'...
...Other side parts facing each other, 23, 23'...through hole,
24, 24'...flange portion, 30... tightening member.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 一対のコンクリート型枠に連結され、長さを調
節自在としたコンクリート型枠連結金具におい
て、一端部がコンクリート型枠に連結され、そし
て他端に複数の凸部を有する係合要素が形成さ
れ、かつその中心部分にスリツト状の切り込みが
形成されている平板状の第1の連結部材と、一端
部がコンクリート型枠に連結され、そして他端部
に結合部材が取付けられている平板状の第2の連
結部材とよりなり、その結合部材は互いに揺動で
きる一対のL字状部材で構成され、その各L字状
部材の一辺の先端は第2の連結部材に枢着して、
その他辺には前記第1の連結部材の凸部が係合す
る複数の透孔が形成され、さらに結合部材を包囲
するように断面がC字形であつて、前記L字状部
材の透孔を有する他辺と係合するテーパを有する
締付部材を備えていることを特徴とするコンクリ
ート型枠連結金具。
In a concrete formwork connection fitting that is connected to a pair of concrete formworks and whose length is freely adjustable, one end is connected to the concrete formwork, and the other end is formed with an engaging element having a plurality of protrusions, and a flat plate-shaped first connecting member having a slit-like cut formed in the center thereof, and a flat plate-shaped first connecting member having one end connected to the concrete formwork and a connecting member attached to the other end. The connecting member is composed of a pair of L-shaped members that can swing relative to each other, and the tip of one side of each L-shaped member is pivotally connected to the second connecting member,
A plurality of through holes are formed on the other side to which the convex portion of the first connecting member engages, and the cross section is C-shaped so as to surround the connecting member, and the through hole of the L-shaped member is formed to surround the connecting member. 1. A concrete formwork connection fitting, comprising: a tightening member having a taper that engages with the other side of the concrete formwork.
JP2678679U 1979-03-05 1979-03-05 Expired JPS6123567Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2678679U JPS6123567Y2 (en) 1979-03-05 1979-03-05

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2678679U JPS6123567Y2 (en) 1979-03-05 1979-03-05

Publications (2)

Publication Number Publication Date
JPS55126448U JPS55126448U (en) 1980-09-06
JPS6123567Y2 true JPS6123567Y2 (en) 1986-07-15

Family

ID=28869698

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2678679U Expired JPS6123567Y2 (en) 1979-03-05 1979-03-05

Country Status (1)

Country Link
JP (1) JPS6123567Y2 (en)

Also Published As

Publication number Publication date
JPS55126448U (en) 1980-09-06

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