JPH0882093A - Concrete formwork - Google Patents
Concrete formworkInfo
- Publication number
- JPH0882093A JPH0882093A JP24826794A JP24826794A JPH0882093A JP H0882093 A JPH0882093 A JP H0882093A JP 24826794 A JP24826794 A JP 24826794A JP 24826794 A JP24826794 A JP 24826794A JP H0882093 A JPH0882093 A JP H0882093A
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- octagonal
- mold
- square
- parts
- 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.)
- Pending
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、各種コンクリート構
造物の壁柱等の壁面を構築するときの型枠に使用するも
のである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention is used as a formwork for constructing wall surfaces such as wall columns of various concrete structures.
【0002】[0002]
【従来の技術】コンクリート構造物を構築するときに使
用するコンクリート型枠は、どの様な種類の型枠を使用
しても、隣接する型枠同士を連結するときは必ずクリッ
プやボルトまたは釘を使用しなければならないが、型枠
同士の連結部は型枠面全体の剛性を低下させる原因とな
っている箇所で、この連結部が弱点となり多くの場合、
コンクリート打設時に型枠が撓む箇所である。特に、長
方形の型枠同士を連結した場合は型枠の連結目地が一直
線となっている事もあって、連結部での連結剛性の低さ
が非常に影響し、それに伴って型枠面全体の剛性もかな
り低下している。また、木製型枠の連結は釘を使用する
が、あくまで面同士のズレを防止するだけのものであ
り、型枠の補強のためには多数の端太材を必要としてい
る。六角形や八角形の型枠はこの点を補正するものとし
て考案されたものであるが、やはり型枠面全体としての
弱点はこの連結部に現れ、連結剛性を低下させる原因と
なっている。そこで、型枠の連結部を強固にするために
クリップを数多く使用したりボルト締めを行なうが、ク
リップの場合は手間がかかる割りには面同士のズレを防
ぐだけで連結剛性の向上には役立っていない。また、ボ
ルト締めの場合は一辺につき2箇所以上で締めれば連結
剛性は向上するが、ボルト締めは大変面倒で手間のかか
る作業であった。2. Description of the Related Art No matter what kind of formwork is used, a concrete formwork used when constructing a concrete structure must always have clips, bolts or nails when connecting adjacent formwork. Although it must be used, the joint between the molds is a point that reduces the rigidity of the entire mold surface, and in many cases this joint becomes a weak point,
This is the place where the formwork flexes when pouring concrete. In particular, when connecting rectangular formworks, the joint joints of the formwork are in a straight line, so the low rigidity of the connection at the connection part has a great effect, and the formwork surface as a whole The rigidity of is also considerably reduced. Further, although nails are used to connect the wooden formwork, it is only to prevent the surfaces from being displaced, and a large number of thick pieces are required to reinforce the formwork. Hexagonal and octagonal molds were devised to correct this point, but the weak points of the entire mold surface still appear at this joint, causing a decrease in joint rigidity. Therefore, many clips are used or bolts are tightened to strengthen the connection part of the form, but in the case of clips, it is troublesome, but only by preventing the displacement of the surfaces, it is useful for improving the connection rigidity. Not not. Further, in the case of bolt tightening, the connection rigidity is improved by tightening at two or more points on one side, but bolt tightening is a very troublesome and troublesome work.
【0003】[0003]
【発明が解決しようとする課題】そこで本発明は、型枠
同士の連結剛性が向上し、且つ、型枠の連結に必要とさ
れるクリップやボルト等の連結具の使用数を減らして、
型枠の連結手間を削減し、型枠の組み立てが円滑迅速な
作業となるコンクリート型枠を提供するものである。Therefore, according to the present invention, the rigidity of connection between molds is improved, and the number of connecting tools such as clips and bolts required for connecting the molds is reduced,
(EN) It is possible to provide a concrete formwork by which the work of connecting formwork is reduced and the work of assembling the formwork is smooth and quick.
【0004】[0004]
【課題を解決するための手段】いまその構成を図面を追
いながら説明すれば、第1図のように、八角形型枠1の
外縁に設けられた外周リブ3の一辺おきに凹部5を設
け、残りの外周リブに凸部6を設ける。また、第2図の
ように、四角形型枠の外周リブ9に八角形型枠と同様、
凹部11と凸部12を交互に設けて、第3図のように、
八角形型枠の凹凸部に四角形型枠の凸凹部を嵌め込みな
がら型枠面を構成する。さらに、このとき凹部に凸部が
密着接合できるよう、連結具15を型枠連結部に取付け
る。The structure will now be described with reference to the drawings. As shown in FIG. 1, recesses 5 are provided on every other side of an outer peripheral rib 3 provided on the outer edge of an octagonal mold 1. The convex portions 6 are provided on the remaining outer peripheral ribs. In addition, as shown in FIG. 2, the outer peripheral rib 9 of the quadrangular frame has the same shape as the octagonal frame.
By alternately providing the concave portions 11 and the convex portions 12, as shown in FIG.
The mold surface is formed by fitting the convex and concave portions of the square mold into the concave and convex portions of the octagonal mold. Further, at this time, the connector 15 is attached to the formwork connecting portion so that the protruding portion can be closely joined to the recessed portion.
【0005】[0005]
【作用】本発明は以上のような構造であるから、第3図
に示すように、型枠の組み立ては八角形型枠1に設けら
れた凹部5に四角形型枠2の凸部12を嵌め込み、次に
四角形型枠2の凹部11に八角形型枠1の凸部6を嵌め
込んで、順次、隣接する型枠を連結しながら型枠面を構
成する。また、型枠の連結部は、連結具15で固定され
ているので、凹部と凸部はしっかりと噛み合って一体化
同様になり、型枠同士は前後にズレる事がなく、横方向
のコンクリート側圧に対しても型枠面の剛性を充分保持
できるのである。Since the present invention has the above-described structure, as shown in FIG. 3, when assembling the formwork, the convex part 12 of the square formwork 2 is fitted into the recessed part 5 provided in the octagonal formwork 1. Then, the convex portion 6 of the octagonal mold 1 is fitted into the concave portion 11 of the square mold 2, and the mold surfaces are formed while sequentially connecting the adjacent molds. Further, since the connecting portion of the formwork is fixed by the connecting tool 15, the concave portion and the convex portion are firmly engaged with each other to form an integrated body, and the formwork does not shift back and forth, and the lateral concrete lateral pressure Also, the rigidity of the mold surface can be sufficiently maintained.
【0006】[0006]
【実施例】本発明の実施例について、図面を参照しなが
ら説明すれば、 (イ)第3図のように、型枠同士の連結部は凹部に凸部
を嵌め込んでいるので、八角形型枠と四角形型枠及び八
角形型枠と八角形型枠とはズレる事はなく、コンクリー
トを打設しても型枠面の剛性を充分保持できるのであ
る。この場合、コンクリートの側圧に応じて相対する型
枠との幅が維持できるよう型枠面にセパレーターを挿通
する。 (ロ)八角形型枠及び四角形型枠を合成樹脂で一体成型
にて製作すれば軽くなって、持ち運びが楽になり組み立
て易い。また、八角形型枠の外周リブの一辺おきに凸部
を設け、四角形型枠の外周リブに凹部のみを設けてもよ
く、反対に八角形型枠に凹部を設け、四角形型枠に凸部
のみを設けてもよい。 (ハ)また、八角形及び四角形型枠の向きは任意であ
り、第8図の本例のように四角形型枠を対角線方向に使
用してもよいし、また第9図のように四角形型枠を横向
きに使用して組み立ててもよい。 (ニ)なお、本例は八角形型枠と四角形型枠の組み合せ
にしたが、本発明においてはこの組み合わせに限定され
ない。例えば、四角形型枠の組み合せでもよい。なお、
型枠同士が連結できて隣接する型枠が保持できれば、連
結部の凹部及び凸部の形状を問わない。Embodiments of the present invention will be described with reference to the drawings. (A) As shown in FIG. 3, the connecting portions between the molds have the convex portions fitted in the concave portions, so that the octagonal shape is obtained. The form and the square form and the octagonal form and the octagonal form are not displaced, and the rigidity of the form surface can be sufficiently maintained even when concrete is placed. In this case, a separator is inserted in the formwork surface so that the width of the facing formwork can be maintained according to the lateral pressure of the concrete. (B) If the octagonal form and the square form are made of synthetic resin by integral molding, they will be lighter, easier to carry and easier to assemble. Alternatively, convex portions may be provided on every other side of the outer peripheral rib of the octagonal mold, and only concave portions may be provided on the outer peripheral rib of the square mold. Conversely, concave portions may be provided on the octagonal mold, and convex portions may be formed on the rectangular mold. Only one may be provided. (C) Further, the orientation of the octagonal and quadrangular molds is arbitrary, and the quadrangular molds may be used diagonally as in the present example of FIG. 8 or the quadrangular molds as in FIG. The frame may be used sideways to assemble. (D) In this example, the octagonal frame and the square frame are combined, but the present invention is not limited to this combination. For example, a combination of square formwork may be used. In addition,
As long as the molds can be connected to each other and the adjacent molds can be held, the shapes of the recesses and the protrusions of the connecting portion do not matter.
【0007】[0007]
【発明の効果】したがって、本発明によれば、型枠同士
の連結が凹部と凸部がしっかりと噛み合った接合となっ
ているので、型枠連結部においては横方向に強固な連結
となって、コンクリート打設時にも型枠面の剛性を充分
保持できるものである。また、型枠の組み立ては、それ
ぞれの型枠の凹部に凸部を嵌め込みながら連結し、各辺
につき1箇所、凹部と凸部が離れないように連結具を取
付ければよい。そのため、クリップ打ちやボルト締めの
場合と比較して連結具の使用数が大幅に減るので、面倒
であったクリップ打ちやボルト締めの手間が削減でき、
型枠の組み立て作業が円滑迅速に行なう事ができるので
ある。Therefore, according to the present invention, since the molds are connected to each other with the concave portions and the convex portions firmly meshing with each other, the mold frame connecting portions have a strong lateral connection. The rigidity of the mold surface can be sufficiently maintained even when pouring concrete. Further, when assembling the molds, the protrusions may be fitted into the recesses of the respective molds to be connected, and the connecting tool may be attached at one position on each side so that the recesses and the protrusions are not separated. Therefore, the number of connecting tools used is significantly reduced compared to the case of clip striking and bolt tightening, and the troublesome work of clip striking and bolt tightening can be reduced,
The formwork can be assembled smoothly and quickly.
【図1】本発明の使用状態を示す斜視図である。FIG. 1 is a perspective view showing a usage state of the present invention.
【図2】本発明の八角形型枠を示す背面図である。FIG. 2 is a rear view showing the octagonal mold of the present invention.
【図3】本発明の八角形型枠を示す側面図である。FIG. 3 is a side view showing an octagonal mold of the present invention.
【図4】本発明の四角形型枠を示す背面図である。FIG. 4 is a rear view showing a square frame of the present invention.
【図5】本発明の四角形型枠を示す側面図である。FIG. 5 is a side view showing a square formwork of the present invention.
【図6】従来の八角形及び四角形型枠においてクリップ
を使用して組み立てた状態を示す背面図である。FIG. 6 is a rear view showing a state where the conventional octagonal and quadrangular formwork is assembled using clips.
【図7】従来の八角形及び四角形型枠においてボルトを
使用して組み立てた状態を示す背面図である。FIG. 7 is a rear view showing a state in which conventional octagonal and square formwork is assembled using bolts.
【図8】本発明の実施例において四角形型枠を対角線方
向に使用して組み立てた状態を示す背面図である。FIG. 8 is a rear view showing a state in which a quadrangular frame is used in a diagonal direction in the embodiment of the present invention and assembled.
【図9】本発明の実施例において四角形型枠を横向きに
使用して組み立てた状態を示す背面図である。FIG. 9 is a rear view showing a state in which a square mold is used in a horizontal direction and assembled in the embodiment of the present invention.
1 八角形型枠 2 四角形型枠 3,9 外周リブ 4,10 内リブ 5,11 凹部 6,12 凸部 7,13 面板 8,14 円孔 15 金具 1 Octagonal Formwork 2 Square Formwork 3,9 Outer Rib 4,10 Inner Rib 5,11 Recess 6,12 Convex 7,13 Face Plate 8,14 Circular Hole 15 Metal Fitting
Claims (2)
築するときの型枠として使用するもので、八角形及び八
角形の一辺と同等の長さを有する四角形からなる型枠に
おいて、八角形型枠1及び四角形型枠2の外縁にそれぞ
れ設けられた外周リブ3,9に、凹部5,11と凸部
6,12を交互に設けて、凹部に凸部を嵌め込んで八角
形型枠1と四角形型枠2を連結しながら型枠の組み立て
が行なえる事を特徴とするコンクリート型枠。1. An octagonal formwork, which is used as a formwork when constructing a wall surface such as a wall pillar of a concrete structure, and is formed of a quadrangle having a length equal to one side of the octagon. Octagonal formwork in which concave portions 5 and 11 and convex portions 6 and 12 are alternately provided on outer peripheral ribs 3 and 9 provided on the outer edges of the mold 1 and the square mold 2, respectively, and the convex portions are fitted into the concave portions. A concrete formwork characterized by being able to assemble the formwork while connecting 1 and the square formwork 2.
枠同士の連結部を連結具15で補強した請求項1のコン
クリート型枠。2. The concrete formwork according to claim 1, wherein a connecting portion between the formwork is reinforced by a connecting tool 15 in order to tightly join the concave portion and the convex portion.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24826794A JPH0882093A (en) | 1994-09-05 | 1994-09-05 | Concrete formwork |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP24826794A JPH0882093A (en) | 1994-09-05 | 1994-09-05 | Concrete formwork |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0882093A true JPH0882093A (en) | 1996-03-26 |
Family
ID=17175594
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP24826794A Pending JPH0882093A (en) | 1994-09-05 | 1994-09-05 | Concrete formwork |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0882093A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100984872B1 (en) | 2010-06-30 | 2010-10-04 | 주식회사 이지건축 | Well forming for construction |
KR20240080074A (en) * | 2022-11-29 | 2024-06-05 | (주)에스제이시스템 | Assembled rectangular cft column with internal diaphragms |
-
1994
- 1994-09-05 JP JP24826794A patent/JPH0882093A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100984872B1 (en) | 2010-06-30 | 2010-10-04 | 주식회사 이지건축 | Well forming for construction |
KR20240080074A (en) * | 2022-11-29 | 2024-06-05 | (주)에스제이시스템 | Assembled rectangular cft column with internal diaphragms |
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