JPS6316775Y2 - - Google Patents

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Publication number
JPS6316775Y2
JPS6316775Y2 JP11603483U JP11603483U JPS6316775Y2 JP S6316775 Y2 JPS6316775 Y2 JP S6316775Y2 JP 11603483 U JP11603483 U JP 11603483U JP 11603483 U JP11603483 U JP 11603483U JP S6316775 Y2 JPS6316775 Y2 JP S6316775Y2
Authority
JP
Japan
Prior art keywords
formwork
side wall
circular
cylindrical body
width
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
JP11603483U
Other languages
Japanese (ja)
Other versions
JPS6023552U (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 JP11603483U priority Critical patent/JPS6023552U/en
Publication of JPS6023552U publication Critical patent/JPS6023552U/en
Application granted granted Critical
Publication of JPS6316775Y2 publication Critical patent/JPS6316775Y2/ja
Granted legal-status Critical Current

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Description

【考案の詳細な説明】 この考案は、コンクリート建築物の成形に用い
る型枠、更に詳しくは成形幅を自由に調整するこ
とができる型枠に関するものである。
[Detailed Description of the Invention] This invention relates to a formwork used for forming concrete buildings, and more specifically to a formwork whose forming width can be freely adjusted.

コンクリート建築物を構築する一般的な工法
は、合板やスチール製の型枠を使用して枠組を行
ない、型枠を端太材やパイプサポートで支持した
状態で枠組にコンクリートを打設することによつ
て行なうものである。
The general construction method for constructing concrete buildings is to construct the frame using plywood or steel formwork, and then pour concrete into the frame while supporting the formwork with timbers or pipe supports. It is something that is done by hand.

ところで、コンクリート建築物の柱や梁は、建
築物の構造や大きさに応じて幅や長さが種々変化
するものである。
By the way, the width and length of columns and beams in concrete buildings vary depending on the structure and size of the building.

このため、従来のような型枠構造では、柱や梁
の幅及び長さが変化すると、これに対応しうる寸
法の型枠をその都度用意しなければならず、この
ため型枠の種類が極めて多くなり、資材管理が面
倒になるばかりでなく、各型枠の多数回の再使用
が困難であることと相俟つて多額の設備費用が必
要になるという経済的な問題がある。
For this reason, in conventional formwork structures, when the width and length of columns and beams change, formwork with dimensions that can accommodate this change must be prepared each time, and for this reason, the type of formwork changes. The large number of molds not only makes material management troublesome, but also makes it difficult to reuse each formwork many times, creating an economical problem in that a large amount of equipment costs are required.

この考案は上記のような問題を解消するために
なされたものであり、組合せ数の増減によつて広
範な幅変化に対応でき、柱や梁の構築のために必
要な型枠の種類数を大幅に削減すると共に、多数
回の再使用が可能になる経済的な型枠を提供する
のが目的である。
This idea was made to solve the problems mentioned above, and it can accommodate a wide range of width changes by increasing or decreasing the number of combinations, reducing the number of types of formwork required to construct columns and beams. The aim is to provide an economical formwork that can be reused many times and can be reused many times.

この考案の構成は、型枠本体の一方側壁におけ
る長手方向の端縁に円軸を連ねて設け、他方側壁
の端縁に円軸が嵌合する内径の筒体を設け、この
筒体の周壁に一方側壁の板厚が嵌合し得る幅の裂
溝を設け、前記一方側壁の円軸連成部分に筒体周
壁の厚みが貫通する長孔を設け、型枠本体を必要
数だけ連結して成形面幅を自由に調整できるよう
にしたものである。
The structure of this invention is that circular shafts are arranged in series on the longitudinal edge of one side wall of the formwork body, a cylindrical body with an inner diameter into which the circular shaft fits is provided on the edge of the other side wall, and the peripheral wall of this cylindrical body A groove with a width that allows the plate thickness of one side wall to fit is provided in the one side wall, and a long hole through which the thickness of the peripheral wall of the cylindrical body passes through is provided in the circular axis coupling part of the one side wall, and the required number of formwork bodies are connected. This allows the molding surface width to be freely adjusted.

以下、この考案を添付図面の実施例に基づいて
説明する。
This invention will be explained below based on the embodiments shown in the accompanying drawings.

図示のように、この考案の型枠1は並列状態で
順次連結する複数個の型枠本体2と、一方の端部
に位置する型枠本体に連結する接続型枠3と、他
方の端部に位置する型枠本体に連結する接続部材
4との組合せによつて構成され、図示の場合この
型枠1は柱や梁の部分に使用している。
As shown in the figure, the formwork 1 of this invention includes a plurality of formwork bodies 2 connected in parallel in sequence, a connecting formwork 3 connected to the formwork bodies located at one end, and a formwork 3 at the other end. The formwork 1 is constructed in combination with a connecting member 4 connected to a formwork main body located at , and in the illustrated case, this formwork 1 is used for a column or a beam.

前記型枠本体2は、第2図乃至第4図に示すよ
うに、上下に長い成形基板5の長手方向に沿う両
側縁に側壁6,7を、成形面と反対側に突出する
よう対向状に設け、成形基板5の上下両端に柱型
枠との連結孔を備えた端壁8,9を設け、一方側
壁6の外端縁に円軸10を長手方向に沿つて連成
し、他方側壁7の外端縁に筒体11を長手方向に
沿うよう連成して形成されている。
As shown in FIGS. 2 to 4, the mold body 2 has side walls 6 and 7 on both sides along the longitudinal direction of the vertically long molding substrate 5, which face each other so as to protrude toward the side opposite to the molding surface. end walls 8 and 9 with connection holes with the column formwork are provided at both the upper and lower ends of the molded substrate 5, a circular shaft 10 is connected along the longitudinal direction to the outer edge of one side wall 6, and the other A cylindrical body 11 is formed on the outer edge of the side wall 7 so as to be continuous along the longitudinal direction.

上記型枠本体2において、成形基板5の幅W
は、柱の幅や梁の長さにおいて採用されている寸
法変化に一致するよう、例えば50mm幅に形成さ
れ、上下長さの寸法は梁の成形高さに一致するよ
うに設定され、円軸10は上下両端の全長にわた
つて設けられている。
In the form body 2, the width W of the molded substrate 5
is formed to a width of 50 mm, for example, to match the dimensional changes adopted in the width of the column and the length of the beam, and the vertical length dimensions are set to match the formed height of the beam. 10 is provided over the entire length of both the upper and lower ends.

また、筒体11は、その内径が円軸10に対し
て外嵌するように形成され、しかも他方側壁7の
外面から突出する外側部分が上下両端と中間部の
位置において削除され、正常な筒体11は上下二
箇所の位置において部分的に残されている。
Further, the cylinder body 11 is formed so that its inner diameter fits externally to the circular shaft 10, and the outer part protruding from the outer surface of the other side wall 7 is removed at both upper and lower ends and at the intermediate position, so that the cylinder body is normal. Parts of the body 11 remain at two locations, upper and lower.

この筒体11の周壁で他方側壁7の外面から突
出する外半部の位置に、一方側壁6の板厚が嵌合
し得る幅の裂溝12が側壁7に対して傾斜状に設
けられている。
A fissure 12 having a width that allows the thickness of the one side wall 6 to fit therein is provided in an inclined shape with respect to the side wall 7 at the position of the outer half of the peripheral wall of the cylinder 11 that protrudes from the outer surface of the other side wall 7. There is.

また、一方側壁6の円軸連成部分で筒体11と
同じ水平高さとなる上下位置に、筒体11の周壁
が嵌合する幅と長さの長孔13が設けられてい
る。
Furthermore, elongated holes 13 having a width and length into which the circumferential wall of the cylinder 11 fits are provided at vertical positions at the same horizontal height as the cylinder 11 in the circular axis coupling portion of the one side wall 6 .

上記のような円軸10、筒体11、裂溝12、
長孔13の形成により、第4図に示す如く、円軸
10と筒体11を隣接させて配置した型枠本体2
と2を、円軸10と筒体11の嵌合により枢止連
結することができ、両型枠本体2,2は成形基板
5が直結に並ぶ状態から180゜の範囲で折曲げ可能
になり、上下方向は筒体11と長孔13の嵌合部
分によつて抜止状態が保持される。
A circular shaft 10, a cylindrical body 11, a fissure 12 as described above,
By forming the elongated hole 13, as shown in FIG.
and 2 can be pivotally connected by fitting the circular shaft 10 and the cylindrical body 11, and both formwork bodies 2, 2 can be bent within a range of 180° from the state in which the molded substrates 5 are lined up directly. In the vertical direction, the fitting state between the cylindrical body 11 and the elongated hole 13 is maintained.

従つて、必要な数だけの型枠本体2を並列状態
の配置で順次連結することができ、成形基板5の
倍数幅によつて形成される成形幅を自由に選択す
ることができるようになる。
Therefore, the required number of mold bodies 2 can be sequentially connected in a parallel arrangement, and the molding width formed by the multiple width of the molding substrate 5 can be freely selected. .

前記接続型枠3は、型枠本体2と略同様の構造
であり、型枠本体2と同一の部分は同一の符号を
付すことによつて説明を省略する。
The connecting formwork 3 has substantially the same structure as the formwork main body 2, and the same parts as the formwork main body 2 are given the same reference numerals, and a description thereof will be omitted.

接続型枠3は、一方の側壁6に円軸10と長孔
13が設けられ、型枠本体2の他方側壁7におけ
る筒体11に枢止連結が可能であるのに対し、他
方側壁7aはストレートな平板のままであり、こ
の側壁7aに梁型枠31や間隔調整型枠32とボ
ルト、ナツト14で結合するための透孔15が設
けられている。なお、第2図において、接続型枠
3を長く形成することにより調整型枠32の使用
を省くことができる。
The connecting formwork 3 has a circular shaft 10 and a long hole 13 in one side wall 6, and can be pivotally connected to a cylinder 11 in the other side wall 7 of the form body 2, while the other side wall 7a has a circular shaft 10 and a long hole 13. The side wall 7a remains a straight flat plate, and through holes 15 are provided in the side wall 7a for connection to the beam form 31 and the spacing adjustment form 32 with bolts and nuts 14. In addition, in FIG. 2, the use of the adjustment formwork 32 can be omitted by forming the connection formwork 3 long.

また、接続部材7は、隣接する型枠1の端部相
互を結合するためのものであり、幅方向中間部の
上下に筒体11aが設けられた接続板15の端縁
に45゜の角度で傾斜板16と、この傾斜板16の
外端に外板17とが連ねて設けられ、傾斜板16
には接続部材4相互を結合するボルトナツト18
の挿通孔19が設けられ、上下端板20に柱型枠
41と結合するボルト、ナツト21の挿通孔22
を設けて形成されている。
Further, the connecting member 7 is for connecting the ends of the adjacent formworks 1, and is attached at a 45° angle to the edge of the connecting plate 15, which is provided with cylinders 11a above and below the middle part in the width direction. An inclined plate 16 and an outer plate 17 are provided in series at the outer end of the inclined plate 16.
There are bolts and nuts 18 that connect the connecting members 4 to each other.
The upper and lower end plates 20 are provided with insertion holes 19 for bolts and nuts 21 to be connected to the column frame 41.
It is formed by providing

なお、型枠本体2と接続型枠3及び接続部材4
の構成材料は、スチール、アルミ、合成樹脂等を
適宜選択すればよい。
In addition, the formwork body 2, the connection formwork 3, and the connection member 4
The constituent material may be appropriately selected from steel, aluminum, synthetic resin, etc.

この考案の型枠は上記のような構成であり、コ
ンクリート建築物の柱と梁が交差する部分におけ
るコーナ部分に使用するものであり、使用位置の
成形面幅に応じた数の型枠本体2を用意し、各型
枠本体2を円軸10と筒体11の嵌合によつて順
次連結し、一方端部の型枠本体2に接続型枠3を
また他方端部の型枠本体2に接続部材4を同じく
円軸10と筒体11,11aの嵌合で連結して型
枠1を形成し、この型枠1を第1図のように、柱
上で交差する梁のコーナ部分の両側に配置し、接
続部材4を傾斜板15が重なり合う状態でボルト
ナツト18により結合し、各型枠1は所定の位置
で直角に折曲げ接続型枠3を梁型枠31の端部と
直接接続したり、調整型枠32を介して梁型枠3
1と連結する。
The formwork of this invention has the above-mentioned configuration and is used at the corner part of a concrete building where a column and a beam intersect. are prepared, each formwork main body 2 is sequentially connected by fitting the circular shaft 10 and the cylindrical body 11, and the connected formwork 3 is connected to the formwork main body 2 at the other end. The connecting member 4 is similarly connected by fitting the circular shaft 10 and the cylindrical bodies 11, 11a to form a formwork 1, and this formwork 1 is connected to the corner portion of the beam intersecting on the column as shown in Fig. 1. The connection members 4 are connected with bolts and nuts 18 with the inclined plates 15 overlapping each other, and each formwork 1 is bent at a right angle at a predetermined position so that the connection formwork 3 is directly connected to the end of the beam formwork 31. Beam formwork 3 through connecting or adjusting formwork 32
Connect with 1.

上記型枠1において90゜に折曲がる部分は、隣
接する型枠本体2間に角軸状のコーナ部材23を
取付け、梁における入角部分が直角になるように
しておく。
In the portion of the formwork 1 that is bent at 90 degrees, a corner member 23 in the shape of a square shaft is attached between the adjacent formwork bodies 2 so that the angle portion of the beam becomes a right angle.

また、各型枠1及び梁型枠31の下部に壁型枠
41の上端が接続され、これにより第1図に示す
ような柱と梁が連続する型枠組が構築され、内部
に鉄筋を組込んだ状態でコンクリートの打設を行
なえばよく、各型枠1は外方への折曲げが可能で
あるため、コンクリートの凝固後における型枠組
の解体時において、梁型枠31や柱型枠41を残
したまま、型枠1のみを取外すことができ、解体
作業が円滑に行なうことができる。
In addition, the upper end of the wall formwork 41 is connected to the lower part of each formwork 1 and beam formwork 31, thereby constructing a formwork in which columns and beams are continuous as shown in Fig. 1, and reinforcing bars are installed inside. It is only necessary to pour concrete in a state where the concrete is fully packed, and each formwork 1 can be bent outward, so when dismantling the formwork after the concrete has solidified, the beam formwork 31 and column formwork Only the formwork 1 can be removed while leaving the formwork 41, and the dismantling work can be carried out smoothly.

以上のように、この考案によると、型枠本体の
一方側壁に円軸と他方側壁に筒体を設け、円軸と
筒体の嵌合により型枠本体を順次連結するように
したので、型枠本体の連結数を選択することによ
り成形幅を自由に変化させることができるように
なり、単一の型枠本体であらゆる柱や梁の成形に
対応することができ、型枠の種類数を減少させる
と同時に多数回の反復使用ができるので、設備コ
ストの大幅な削減が可能になる。
As described above, according to this invention, a circular shaft is provided on one side wall of the formwork body, and a cylinder is provided on the other side wall, and the formwork bodies are successively connected by fitting the circular shaft and the cylinder body. By selecting the number of frame bodies connected, the forming width can be changed freely, and a single form body can be used to form any column or beam, making it possible to reduce the number of types of formwork. Since it can be used repeatedly many times at the same time, it is possible to significantly reduce equipment costs.

また、型枠本体は円軸と筒体による連結で折曲
りが自由になり、入角部分における成形も確実に
行なえ、コンクリート投入時の内圧に耐える強度
の優れた型枠を構成することができる。
In addition, the formwork body can be bent freely due to the connection between the circular shaft and the cylindrical body, making it possible to form the corner part reliably, making it possible to construct a formwork with excellent strength to withstand the internal pressure when concrete is poured. .

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

第1図はこの考案に係る型枠の使用状態を示す
斜視図、第2図は同上の要部を拡大した横断平面
図、第3図は同上要部の分解斜視図、第4図は型
枠本体の連結部分を示す拡大断面図である。 1は型枠、2は型枠本体、3は接続型枠、4は
接続部材、5は成形基板、6,7は側壁、8,9
は端壁、10は円軸、11は筒体、12は裂溝、
13は長孔。
Fig. 1 is a perspective view showing the state of use of the formwork according to this invention, Fig. 2 is an enlarged cross-sectional plan view of the main parts of the above, Fig. 3 is an exploded perspective view of the main parts of the above, and Fig. 4 is the mold. It is an enlarged sectional view showing a connection part of a frame main body. 1 is a formwork, 2 is a formwork body, 3 is a connection formwork, 4 is a connection member, 5 is a molded substrate, 6 and 7 are side walls, 8 and 9
is an end wall, 10 is a circular axis, 11 is a cylinder, 12 is a fissure,
13 is a long hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 成形基板の両側に側壁を対向状に設けて型枠本
体を形成し、この型枠本体の一方側壁における長
手方向の端縁に円軸を連ねて設け、他方側壁にお
ける長手方向の端縁に前記円軸が嵌合する内径の
筒体を設け、この筒体の周壁に一方側壁の板厚が
嵌合し得る幅の裂溝を設け、前記一方側壁の円軸
連成部分に筒体周壁の厚みが貫通し得る幅の長孔
を設けたコンクリート型枠。
A mold body is formed by providing side walls facing each other on both sides of the molding substrate, circular axes are arranged in series on the longitudinal edge of one side wall of the mold body, and circular shafts are provided on the longitudinal edge of the other side wall. A cylindrical body with an inner diameter into which the circular shaft fits is provided, a groove with a width that allows the plate thickness of one side wall to fit is provided in the peripheral wall of this cylindrical body, and a groove of the peripheral wall of the cylindrical body is provided in the portion of the one side wall that is connected to the circular axis. Concrete formwork with long holes wide enough to penetrate through the thickness.
JP11603483U 1983-07-25 1983-07-25 concrete formwork Granted JPS6023552U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11603483U JPS6023552U (en) 1983-07-25 1983-07-25 concrete formwork

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11603483U JPS6023552U (en) 1983-07-25 1983-07-25 concrete formwork

Publications (2)

Publication Number Publication Date
JPS6023552U JPS6023552U (en) 1985-02-18
JPS6316775Y2 true JPS6316775Y2 (en) 1988-05-12

Family

ID=30267647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11603483U Granted JPS6023552U (en) 1983-07-25 1983-07-25 concrete formwork

Country Status (1)

Country Link
JP (1) JPS6023552U (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0612124Y2 (en) * 1988-01-29 1994-03-30 ホリー株式会社 Pillar formwork device
JP5467439B2 (en) * 2010-06-21 2014-04-09 清水建設株式会社 Concrete formwork

Also Published As

Publication number Publication date
JPS6023552U (en) 1985-02-18

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