JPS5940514Y2 - Concrete formwork joint fittings - Google Patents

Concrete formwork joint fittings

Info

Publication number
JPS5940514Y2
JPS5940514Y2 JP19095080U JP19095080U JPS5940514Y2 JP S5940514 Y2 JPS5940514 Y2 JP S5940514Y2 JP 19095080 U JP19095080 U JP 19095080U JP 19095080 U JP19095080 U JP 19095080U JP S5940514 Y2 JPS5940514 Y2 JP S5940514Y2
Authority
JP
Japan
Prior art keywords
formwork
fitting
fitting tool
concrete
concrete formwork
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
JP19095080U
Other languages
Japanese (ja)
Other versions
JPS57111938U (en
Inventor
義司 大西
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 by Individual filed Critical Individual
Priority to JP19095080U priority Critical patent/JPS5940514Y2/en
Publication of JPS57111938U publication Critical patent/JPS57111938U/ja
Application granted granted Critical
Publication of JPS5940514Y2 publication Critical patent/JPS5940514Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、コンクリート構造物の構築に用いるコンク
リート型枠の結合金具に関するものである。
[Detailed Description of the Invention] This invention relates to a coupling fitting for concrete forms used in constructing concrete structures.

コンクリート構造物は、コンクリート型枠をボルト、セ
パレー4で結合して組立てた型枠組内にコンクリートを
投入して構築される。
A concrete structure is constructed by pouring concrete into a formwork assembled by connecting concrete formwork with bolts and separators 4.

上記のような型枠組に釦いて、スラブやスラブと梁、ス
ラブと壁等の形成部分は、平面的に並べた型枠をバフ材
で支持することにより型枠組が行なわれ、隣接する型枠
相互は結合されるようになっている。
In the above-mentioned formwork, forming parts such as slabs, slabs and beams, slabs and walls, etc. are formed by supporting formwork arranged in a plane with buffing material, and forming parts such as slabs, slabs and beams, and slabs and walls. They are meant to be connected to each other.

平面的に並メた型枠を相互に結合する従来の手段として
は、ボルト結合や両側の型枠を連結板と釘の打込みによ
り連結する方法が採用されているが、前者のボルト結合
では組立て、解体nめて多ぐの時間を必要とし、作業コ
ストが高くつくと共に、合板製型枠の結合には用いるこ
とができないという問題がある。
Conventional methods for connecting two-dimensional formwork to each other include bolting and connecting the formwork on both sides by connecting plates and driving nails, but the former bolt connection requires assembly. However, there are problems in that it requires a lot of time for dismantling, is expensive, and cannot be used to join plywood forms.

また、連結板と釘の使用は、型枠組の分解使用後の損傷
かはばしく多数回の再使用ができないので不経済であり
、鋼板型枠に採用できない。
In addition, the use of connecting plates and nails is uneconomical and cannot be used in steel plate formwork because the formwork cannot be reused many times due to damage after disassembly and use.

また、何れの方法も型枠相互の結合しか行なえず、バフ
材との固定は別の金具を使用しなければならないという
不便がある。
Further, each method is inconvenient in that only the formworks can be connected to each other, and another metal fitting must be used for fixing to the buffing material.

この考案は、上記のような問題点や不便を解消するため
に成されたものであり、型枠相互の結合とバフ材への固
定が同時に行なえる結合金具を提供するのが目的である
This invention was made to solve the above-mentioned problems and inconveniences, and the purpose is to provide a connecting fitting that can simultaneously connect the formwork to each other and fix it to the buffing material.

以下、この考案の実施例を添付図面に基づいて説明する
Hereinafter, embodiments of this invention will be described based on the accompanying drawings.

第1図は、コンクリート構造物の構築を行なう型枠組の
スラブと梁及び柱の部分を示しており、梁枠材1は断面
コ字状に組立てられ、柱枠材2は断面筒形で梁枠材1と
連通ずるように組立てら力、スラブ部分3は、型枠4,
4を平面的に並べて形成されている。
Figure 1 shows the slabs, beams, and columns of the formwork used to construct a concrete structure.Beam frame material 1 is assembled with a U-shaped cross section, and column frame material 2 is assembled with a cylindrical cross section. The slab portion 3 is assembled so as to communicate with the frame material 1, and the formwork 4,
4 are arranged in a plane.

スラブ部分3を形成する型枠4,4は下面をバフ材5と
パイプサポート等により支持され、梁枠材1における型
枠6と略同−高さに配置されている。
The formworks 4 forming the slab portion 3 are supported at their lower surfaces by buffing material 5, pipe supports, etc., and are arranged at approximately the same height as the formwork 6 in the beam frame material 1.

上記型枠4,4における周囲の各コーナと中間部分に透
孔Iが設けられ、この考案の結合金具11は上記透孔7
爵IJ用して型枠4,4相互を結合している。
A through hole I is provided at each corner and an intermediate portion of the periphery of the formworks 4, 4, and the coupling fitting 11 of this invention is provided with the through hole 7.
The formworks 4 and 4 are connected to each other using the IJ.

結合金具11はて第2図乃至第5図に示す第1の実施例
の場合、四枚の型枠4のコーナ部分を結合すると共に、
二本のバフ材5,3にこの結合部分を固定化するように
したものである。
In the case of the first embodiment shown in FIGS. 2 to 5, the connecting fittings 11 connect the corner portions of the four formworks 4, and
This joint portion is fixed to the two buffing materials 5 and 3.

上記結合金具11は、バフ材5の上部にMfるよう下向
きコ字状に形成された一対の嵌合具12.12’ 4着
部13でニー1斤り自在に連結し、この一対の嵌合具1
2,12’ を蝶着部13で両側に二組を並べて設け、
同じく蝶着部14で二つ折り自在に連結した一対の押え
板15.15’を前記嵌合具12,12’の上部に配置
し、上下に対応する蝶着部13と14を接続部材16で
連結して構成されている。
The above-mentioned coupling fitting 11 is a pair of fitting fittings 12 and 12' formed in a downward U-shape so as to be Mf on the upper part of the buffing material 5. Tool 1
2, 12' are arranged in two sets on both sides at the hinge part 13,
A pair of presser plates 15 and 15', which are also connected by the hinge part 14 so as to be foldable in half, are arranged on the upper part of the fitting tools 12 and 12', and the hinge parts 13 and 14 corresponding to the upper and lower parts are connected by the connecting member 16. It is constructed by connecting.

前記押え板15.15’は、両側に並ぶ嵌合具12の上
面間隔と等しい広幅に形成さね、接続部材16により嵌
合具12,12’との対応面間に平行状態で型枠4を挾
持する間隔を形成するようになっている。
The holding plates 15 and 15' are formed to have a wide width equal to the upper surface spacing of the fittings 12 arranged on both sides, and are connected to the formwork 4 in a parallel state between the corresponding surfaces of the fittings 12 and 12' by means of the connecting member 16. It is designed to form an interval that holds the

各嵌合具12.12’の上面と押え板15.15’の上
下対応面には、挾持した型枠4Q透孔γに嵌合する突起
17と18が設けられている。
Protrusions 17 and 18 are provided on the upper surface of each fitting tool 12.12' and the upper and lower corresponding surfaces of the holding plate 15.15' to fit into the through holes γ of the clamped formwork 4Q.

前記した一対の嵌合具12,12’は第3図に示すよう
に横幅に差を設け、折畳んだとき互に嵌合するように形
成すれば、前記蝶着部13,14と接続部材16の自在
継手構造により、押え板15.15’を二つ折り状態で
嵌合具12に重ねることができるので、結合金具11全
体が嵩低くなり、収納等に便利である。
As shown in FIG. 3, the pair of fitting tools 12 and 12' are formed to have different widths so that they fit into each other when folded, so that the hinge parts 13 and 14 and the connecting member The universal joint structure of 16 allows the holding plates 15 and 15' to be folded in half and stacked on the fitting 12, so that the entire coupling fitting 11 becomes low in volume, making it convenient for storage and the like.

なお、第6図に示す第2の例は、型枠4,4の途中を結
合して一本のバフ材5に固定化するためのものであり、
前記第1の例に示した結合金具11の片側半分と等しい
構造になっている。
In addition, the second example shown in FIG. 6 is for joining the middle of the formworks 4, 4 and fixing them into a single buffing material 5,
It has the same structure as one half of the coupling fitting 11 shown in the first example.

昔た、型枠4,4と梁枠材1の型枠6との結合は、第1
図に示すように別の結合金具19を用いて行なわれる。
In the past, the connection of the formworks 4, 4 and the formwork 6 of the beam frame material 1 was performed by the first
This is done using another coupling fitting 19 as shown in the figure.

この考案の結合金具は上記のような構成であり、梁枠材
1、柱枠材2、スラブ部分3を用いて型枠組を行なう場
合、スラブ部分3の型枠4,4ff1合す丞と共に、こ
の型枠を支持するバ、り材5に結合部分を固定化するも
のである。
The coupling fittings of this invention have the above-mentioned configuration, and when assembling a form using the beam frame material 1, column frame material 2, and slab part 3, together with the formwork 4, 4ff1 of the slab part 3, The connecting portion is fixed to the barrier material 5 that supports this formwork.

型枠4,4Q結合を行なうには、一対の嵌合具12.1
2’を同じバク材5上に嵌め合わせ、押え板15.15
’ffl立させた状態でバク材5上に型枠4,4を敷設
し、型枠4,4のコーナや中間部を嵌合具12,12’
の上面に重ね、各々の透孔γを突起1γに嵌め合わせる
To perform the formwork 4, 4Q connection, a pair of fittings 12.1
2' onto the same backing material 5, press plate 15.15
'ffl Lay the formworks 4, 4 on the backing material 5 in an upright state, and fit the corners and intermediate parts of the formworks 4, 4 with the fitting tools 12, 12'.
, and fit each through hole γ into the protrusion 1γ.

この後押え板15.15’を両側に伏倒]させて型枠4
,4上へ各々重ねれば、突起18が透孔Iへ嵌り合い、
第2図乃至第4図に示すように、隣接する型枠4,4相
互及びバフ材5が平面的に移動しないよう結合される。
After this, the holding plates 15 and 15' are laid down on both sides] and the formwork 4
, 4, the protrusion 18 fits into the through hole I,
As shown in FIGS. 2 to 4, the adjacent formworks 4 and 4 and the buffing material 5 are connected so as not to move in a plane.

上記のようにして組立てた型枠組は、型枠4 。The formwork assembled as described above is formwork 4.

4の周縁間暉着部13の直径に応じた隙間20が生じる
が、この隙間20け上面側から貼合わせるテープなどに
よって閉塞するものである。
A gap 20 corresponding to the diameter of the circumferential edge bonding portion 13 of No. 4 is created, and this gap 20 is closed with tape or the like that is pasted from the upper surface side.

組立後の型枠組にコンクリートを打設し、コンクリート
凝固後に型枠組の解体を行なうと、コンクリート構造物
ができ上り、結合金具11はコンクリート面から剥離す
れば再使用が可能である。
When concrete is poured into the assembled formwork and the formwork is dismantled after the concrete solidifies, a concrete structure is completed, and the coupling fittings 11 can be reused if they are peeled off from the concrete surface.

以上のように、この考案によると、バフ材への嵌合具と
その上部に配置される押え板と乙接続部材で型枠挾持間
隔を介して連結し、嵌合具と押え板の対応面で接続部材
を挾む両側に、型枠の透孔へ嵌合する突起を設け、嵌合
具と押え板の一方又は両方ヲ接続部材との連結部で二つ
折り自在としたので、型枠相互の結合と同時にこの結合
部分をバフ材に固定化でき、型枠組の組立て及び解体作
業が能率的に行なえるようになる。
As described above, according to this invention, the fitting tool for the buffing material, the holding plate placed above it, and the connecting member O are connected through the formwork clamping interval, and the corresponding surfaces of the fitting tool and the holding plate are connected. Protrusions that fit into the through holes of the formwork are provided on both sides of the connecting member, and one or both of the fitting tool and the holding plate can be folded in half at the joint with the connecting member. This joint part can be fixed to the buff material at the same time as the joint is joined, and the assembly and disassembly work of the formwork can be carried out efficiently.

iた、型枠に設けた透孔を利用して結合を行なうので、
合板、鋼製の何れの型枠でも結合でき、しかもコンクリ
ート面から剥離して再使用できるので経済的である。
In addition, since the connections are made using the through holes in the formwork,
It is economical because it can be connected to either plywood or steel formwork, and can be peeled off from the concrete surface and reused.

さらに、嵌合具と押え板の一方又は両方が二つ折り自在
であるので、型枠透孔への突起の嵌合せが容易に行なえ
、全体が嵩低く折畳めるので収納等にも便利である。
Furthermore, since one or both of the fitting tool and the holding plate can be folded in half, the projection can be easily fitted into the formwork through-hole, and the entire structure can be folded to reduce its bulk, making it convenient for storage.

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

第1図はこの考案に係る結合金具を用いて組立てた型枠
組の平面図、第2図は同上要部の拡大平筒図、第3図は
同縦断−正崩図、第4図は同縦断側面図、第5図は同分
解斜視図、第6図は同上の第2の例を示す平酊図である
。 3・・−・・スラブ部、4・・・・・・型枠、5・・・
・・・バフ材、T・・・・・透孔、11・・・・・・結
合金具、12,12’・・・・・・嵌合具、13,14
・・・・・蝶着部、15,15’・・・・・・押え板、
16・・・・・豪続部材、17,18・・・−・・突起
Fig. 1 is a plan view of a formwork assembled using the coupling fittings of this invention, Fig. 2 is an enlarged flat cylindrical view of the main parts of the same, Fig. 3 is a vertical cross-sectional view of the same, and Fig. 4 is a plan view of the same. A vertical side view, FIG. 5 is an exploded perspective view, and FIG. 6 is a flat view showing a second example of the same. 3...Slab part, 4...Formwork, 5...
...Buffing material, T...Through hole, 11...Joining metal fitting, 12,12'...Fitting tool, 13,14
...Binge part, 15,15'...Press plate,
16... Connection member, 17, 18... Protrusion.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] バフ材に外嵌する嵌合具と、この嵌合具の上部に配置さ
れる押え板と、前記嵌合具と押え板の中央部を上下の対
応面間に型枠挾持間隔を介して連結する接続部材と、前
記嵌合具と押え板の対応面で接続部材を挾む両側の位置
に各々設けられた突起とで構成され、嵌合具と押え板の
倒れか一方又は両方が接続部材との連結部で二つ折りで
きるようになっていることを特徴とするコンクリート型
枠結合金具。
A fitting tool that fits externally on the buffing material, a presser plate placed on the top of the fitting tool, and the center portions of the fitting tool and the presser plate are connected through a formwork clamping interval between the upper and lower corresponding surfaces. and protrusions provided on both sides of the corresponding surfaces of the fitting tool and the holding plate to sandwich the connecting member. A concrete formwork joining fitting characterized by being able to be folded in two at the connecting part.
JP19095080U 1980-12-27 1980-12-27 Concrete formwork joint fittings Expired JPS5940514Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19095080U JPS5940514Y2 (en) 1980-12-27 1980-12-27 Concrete formwork joint fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19095080U JPS5940514Y2 (en) 1980-12-27 1980-12-27 Concrete formwork joint fittings

Publications (2)

Publication Number Publication Date
JPS57111938U JPS57111938U (en) 1982-07-10
JPS5940514Y2 true JPS5940514Y2 (en) 1984-11-17

Family

ID=29995388

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19095080U Expired JPS5940514Y2 (en) 1980-12-27 1980-12-27 Concrete formwork joint fittings

Country Status (1)

Country Link
JP (1) JPS5940514Y2 (en)

Also Published As

Publication number Publication date
JPS57111938U (en) 1982-07-10

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