JPH0663351B2 - Inner formwork for concrete - Google Patents
Inner formwork for concreteInfo
- Publication number
- JPH0663351B2 JPH0663351B2 JP63332377A JP33237788A JPH0663351B2 JP H0663351 B2 JPH0663351 B2 JP H0663351B2 JP 63332377 A JP63332377 A JP 63332377A JP 33237788 A JP33237788 A JP 33237788A JP H0663351 B2 JPH0663351 B2 JP H0663351B2
- Authority
- JP
- Japan
- Prior art keywords
- panel
- concrete
- formwork
- driven
- drive panel
- 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 - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【発明の詳細な説明】 (産業上の利用分野) 本考案は、筒形コンクリート製品を成形するに好適なコ
ンクリート用内型枠に関する。TECHNICAL FIELD The present invention relates to an inner formwork for concrete suitable for forming a tubular concrete product.
(従来の技術) 筒型の内型枠を外型枠で囲み、これの内型枠と外型枠と
の間の隙間へコンクリートを打ち込み、コンクリートが
固化した後に内・外型枠を取り除いて筒形のコンクリー
ト製品を得る技術は良く知られている。(Prior art) A tubular inner formwork is surrounded by an outer formwork, concrete is driven into a gap between the inner formwork and the outer formwork, and after the concrete is solidified, the inner and outer formwork are removed. Techniques for obtaining tubular concrete products are well known.
これら内・外型枠は取り外しを考慮して適当に分割さ
れ、組立時にボルト締結するものが普通である。These inner and outer molds are appropriately divided in consideration of removal, and usually bolted at the time of assembly.
外型枠は筒形コンクリート製品の外側に位置している
為、作業員が楽に寄り付けるので型ばらしは容易であ
る。Since the outer formwork is located outside the tubular concrete product, it is easy for the worker to lean on it, so it is easy to remove the form.
一方、内型枠はコンクリート製品の内側に位置している
為、作業員が寄り付き難く、型ばらしに時間がかかる。On the other hand, since the inner formwork is located inside the concrete product, it is difficult for workers to come close to it and it takes time to release the mold.
(発明が解決しようとする課題) コンクリート製品を複数個数成形する場合には、前記内
型枠の組立・分解が難しい為に作業性が悪化し、作業時
間が増加する不具合がある。(Problems to be Solved by the Invention) When molding a plurality of concrete products, it is difficult to assemble and disassemble the inner formwork, which deteriorates workability and increases work time.
よって、外型枠と同等以上に取扱い良く、作業性の良い
内型枠が求められている。Therefore, there is a demand for an inner formwork that is as easy to handle as the outer formwork and has good workability.
(課題を解決するための手段) 上記要求に応えるべく本発明は、縦向きの内型枠を、筒
形から分割された駆動パネルと従動パネルとで構成し、
これら駆動パネルと従動パネルとの対向面を縦線に対し
て傾斜したテーパ壁とするとともに、駆動パネルと従動
パネルの一方には他方のパネルテーパ壁裏面に当接する
ガイドローラを設け、駆動パネルを上下動させることに
より駆動パネルに対して従動パネルを押し出す又は引き
寄せるように構成したことを特徴とする。(Means for Solving the Problem) In order to meet the above-mentioned demand, the present invention comprises a vertically-oriented inner formwork composed of a drive panel and a driven panel divided from a tubular shape,
The opposing surfaces of the drive panel and the driven panel are tapered walls that are inclined with respect to the vertical line, and one of the drive panel and the driven panel is provided with a guide roller that abuts against the back surface of the other panel tapered wall. It is characterized in that the driven panel is pushed or pulled with respect to the drive panel by moving up and down.
(作用) 駆動パネルを移動して従動パネルを引き寄せる。引き寄
せられた壁パネルは始めの内型枠より小断面若しくは小
径になり、コンクリート内面から外れる。(Operation) The drive panel is moved to pull the driven panel. The drawn wall panel has a smaller cross-section or diameter than the initial inner form, and comes off the concrete inner surface.
移動した駆動パネルを元に戻すと、駆動パネルは従動パ
ネルを押し出して、始めの内型枠に復元する。When the moved drive panel is returned to its original position, the drive panel pushes out the driven panel and restores the original inner formwork.
よって、内型枠はボルト・ナットの締結・分離を必要と
せず且つパネル同士をバラバラにする必要も無い。Therefore, the inner frame does not require fastening / separation of bolts / nuts, and does not need to separate the panels.
(実施例) 本発明の実施例を添付図面に基づいて以下に説明する。(Example) The Example of this invention is described below based on an accompanying drawing.
第1図は本発明に係るコンクリート用型枠平面図であ
る。FIG. 1 is a plan view of a concrete formwork according to the present invention.
コンクリート用型枠1は、地面上に置かれる枠台2と、
この枠台2上に載置される外型枠3並びに内型枠10とか
らなる。The concrete formwork 1 includes a frame base 2 placed on the ground,
It is composed of an outer mold 3 and an inner mold 10 placed on the frame base 2.
外型枠3は広幅な外パネル4,4とやや狭幅な内パネル5,5
とからなる4枚のパネルを立設して角筒を構成するもの
で、第1図のA方向から見た外型枠の斜視図である第2
図に基づいて外型枠3の構造を詳述する。The outer formwork 3 has wide outer panels 4,4 and slightly narrow inner panels 5,5.
FIG. 2 is a perspective view of the outer form frame as seen from the direction A in FIG.
The structure of the outer mold 3 will be described in detail with reference to the drawings.
外パネル4は、矩形平板4aに枠4bで縁取りし、リブ4cで
補強した枠体である。The outer panel 4 is a frame body in which a rectangular flat plate 4a is framed with a frame 4b and reinforced with ribs 4c.
内パネル5も同様に、平板5aと枠5bとリブ5cとからなる
枠体である。Similarly, the inner panel 5 is a frame body including a flat plate 5a, a frame 5b, and a rib 5c.
これら外パネル4,4及び内パネル5,5は第2図中想像線D1
に示した位置から矢印方向へ建てかけ、互いのコーナを
合せ、クランパ6…で連結する。These outer panels 4, 4 and inner panels 5, 5 are imaginary lines D1 in FIG.
Build in the direction of the arrow from the position shown in, align the corners of each other, and connect with clampers 6 ...
第3図は第2図のB断面図であり、クランパ6は外パネ
ル4側に設けた偏心軸6aと、この偏心軸6aに軸支されて
揺動する爪材6bと、偏心軸6aを人手にて回転させる為の
レバー6cと、内パネル5側に設けたピン6dとから成る。FIG. 3 is a sectional view taken along line B in FIG. 2. The clamper 6 includes an eccentric shaft 6a provided on the outer panel 4 side, a claw member 6b pivotally supported by the eccentric shaft 6a, and an eccentric shaft 6a. It is composed of a lever 6c for manually rotating and a pin 6d provided on the inner panel 5 side.
レバー6cを想像線D2に示す位置にして、人手にて爪材6b
をピン6dに掛け、次いでレバー6cを矢印方向に回転させ
ると偏心軸6aが偏心して爪材6bを図面下方へ移動せしめ
る。Set the lever 6c to the position shown in the phantom line D2 and manually press the nail material 6b.
When the lever 6c is rotated in the direction of the arrow, the eccentric shaft 6a is eccentric and the claw member 6b is moved downward in the drawing.
爪材6bは強くピン6dに係合して強固な外型枠3を構成す
る。The claw material 6b strongly engages with the pin 6d to form a strong outer mold 3.
一方、内型枠10は第1図に示す通り、比較的小さな駆動
パネル11,11とこれより大きな従動パネル12,12とからな
り、これらは矩形筒を構成する。On the other hand, as shown in FIG. 1, the inner mold 10 is composed of a relatively small drive panel 11, 11 and a driven panel 12, 12 larger than the drive panel 11, 11 which form a rectangular tube.
第4図は第1図のC矢視図であって内型枠の部分斜視図
であり、図示する如く駆動パネル11は下方へ拡がったテ
ーパ形状の平板11a,11aと、これら平板を直角に突合せ
接合した後の左右端に上下方向に延設したテーパ壁11b,
11bと、これらテーパ壁並びに前記平板11a,11aを補強す
るリブ11c…とからなる。4 is a partial perspective view of the inner mold form as viewed in the direction of arrow C in FIG. 1, and the drive panel 11 has tapered flat plates 11a and 11a that spread downward and these flat plates at right angles as shown in FIG. Tapered walls 11b extending vertically at the left and right edges after butt joining,
11b and ribs 11c ... Reinforcing the tapered walls and the flat plates 11a, 11a.
テーパ形でくさび作用を為す駆動パネル11の下部に、回
転軸13aとレバー13bと連結棒13cとピン13d,13dとからな
る駆動パネル用移動機構13が取付けられている。前記回
転軸13aは枠台2に軸支されている。A drive panel moving mechanism 13 including a rotary shaft 13a, a lever 13b, a connecting rod 13c, and pins 13d and 13d is attached to a lower portion of the drive panel 11 which has a tapered wedge shape. The rotary shaft 13a is supported by the frame base 2.
従動パネル12は、駆動パネル11と同様に平板12aとテー
パ壁12bと、リブ12c…とからなる。なお、図中12e…は
ストッパ部材であり、コンクリートの圧力で駆動パネル
11が内側へ突出するのを防ぐ作用を為す。Like the drive panel 11, the driven panel 12 includes a flat plate 12a, a tapered wall 12b, and ribs 12c. In the figure, 12e ... is a stopper member and is driven by concrete pressure.
It works to prevent 11 from protruding inward.
また、従動パネル12,12の平板12a,12aを駆動パネル11へ
若干張り出し、これら張り出しで駆動パネル11の外方へ
のせり出しを防ぐようにしている。Further, the flat plates 12a, 12a of the driven panels 12, 12 are slightly projected to the drive panel 11, and these projections prevent the drive panel 11 from protruding outward.
駆動パネルのテーパ壁11bとこれに対向する従動パネル
のテーパ壁12bとは互いにテーパ壁前面11d,12d(第5図
参照)で当接するとともに、これらテーパ壁11b,12bを
跨ぐようにしてガイド部材14…が配設されている。The taper wall 11b of the drive panel and the taper wall 12b of the driven panel facing the drive panel abut on each other at the taper wall front surfaces 11d, 12d (see FIG. 5), and the guide member is provided so as to straddle the taper walls 11b, 12b. 14 ... are arranged.
これらガイド部材14…は、第4図のD−D断面図である
第5図に示すように、例えばブラケット14aを従動パネ
ル12に溶接止めし、このブラケット14aへボルト長孔14b
を備えたローラ支持板14cをボルト止めし、このローラ
支持板に段付き軸14dを介して回転自在にガイドローラ1
5を取付けてなる。As shown in FIG. 5 which is a sectional view taken along line DD of FIG. 4, these guide members 14 ... For example, the bracket 14a is welded to the driven panel 12, and the bolt long hole 14b is inserted into the bracket 14a.
The roller support plate 14c provided with is bolted, and the guide roller 1 is rotatably attached to the roller support plate via the stepped shaft 14d.
5 is attached.
ガイドローラ15は駆動パネルのテーパ壁裏面11eを回転
しながら移動する。The guide roller 15 moves while rotating the taper wall rear surface 11e of the drive panel.
以上の構成からなるコンクリート用型枠の作用を次に説
明する。The operation of the concrete formwork having the above configuration will be described below.
先ず地上に置いた枠台2に内型枠10を第4図に示すよう
にセットする。即ち、移動機構13の回転軸13aを図示せ
ぬ油圧ジャッキ、機械式ジャッキ、モータもしくは人力
にて回転せしめ、レバー13bと連結棒13cを介してテーパ
状の駆動パネル11を上昇せしめる。First, the inner mold 10 is set on the frame base 2 placed on the ground as shown in FIG. That is, the rotating shaft 13a of the moving mechanism 13 is rotated by a hydraulic jack, a mechanical jack, a motor or human power (not shown), and the tapered drive panel 11 is raised via the lever 13b and the connecting rod 13c.
駆動パネルのテーパ壁11b,11bは対向する従動パネルの
テーパ壁12b,12bに摺接しながら上動し、従動パネル12,
12を押し出す所謂くさび作用を為す。駆動パネル11,11
が所定の高さに達したら停止し、駆動パネル11,11が下
らぬように処置する。The taper walls 11b, 11b of the drive panel move upward while slidingly contacting the taper walls 12b, 12b of the driven panel facing each other.
It makes a so-called wedge action that pushes out 12. Drive panel 11,11
Is stopped when it reaches a predetermined height, and the drive panels 11, 11 are treated so as not to go down.
また、外型枠3を既述した手順で組合せてコンクリート
用型枠1の組立を完了する。Further, the outer formwork 3 is combined in the above-described procedure to complete the assembly of the concrete formwork 1.
外型枠3と内型枠10との間の隙間にコンクリートを打込
み、コンクリートの固化を待つ。Concrete is poured into the gap between the outer mold 3 and the inner mold 10 and waits for the concrete to solidify.
コンクリートが固化した後、クランパ6…を外して外型
枠の外パネル4,4及び内パネル5,5を外方へ倒して、外型
枠3を外す。After the concrete is solidified, the clampers 6 are removed, and the outer panels 4 and 4 and the inner panels 5 and 5 of the outer mold are tilted outward to remove the outer mold 3.
一方、内型枠10の駆動パネル11を移動機構13にて引き下
げる。On the other hand, the drive panel 11 of the inner mold form 10 is pulled down by the moving mechanism 13.
駆動パネル11が下降すると、駆動パネルのテーパ壁11b
は対向する従動パネルのテーパ壁12bから離れようとす
る。しかし、第5図に示す駆動パネルのテーパ壁11b,11
bが図示+X又は+Y方向に移動しようとすると、これ
らの裏面11e,11eはガイドローラ15,15を押し、ガイドロ
ーラ15,15は従動パネル12,12に連結しているので、従動
パネル12,12を+Y又は+X方向へ引き寄せることにな
る。When the drive panel 11 descends, the drive panel taper wall 11b
Tries to separate from the taper wall 12b of the driven panel facing each other. However, the tapered walls 11b, 11 of the drive panel shown in FIG.
When b tries to move in the + X or + Y direction shown in the drawing, these back surfaces 11e, 11e push the guide rollers 15, 15 and the guide rollers 15, 15 are connected to the driven panels 12, 12, so that the driven panels 12, 12 will be pulled in the + Y or + X direction.
この結果、内型枠10は小さな矩形になり、コンクリート
から外れる。As a result, the inner formwork 10 becomes a small rectangle and is removed from the concrete.
このコンクリート製品を適当な吊上げ手段で吊上げれば
型ぬきを容易に完了する。If this concrete product is hoisted by an appropriate hoisting means, the die cutting can be completed easily.
そして、ガイドローラ15を採用しているので駆動パネル
11の移動に必要な作用力は小さく、以って移動機構13の
小型化を図れる。And since the guide roller 15 is adopted, the drive panel
The acting force required to move 11 is small, so that the moving mechanism 13 can be downsized.
尚、本実施例は矩形な内型枠について説明したが、これ
に限るものでは無く、円形、楕円形など筒形であれば多
様な内型枠に本考案を適用して良い。Although the present embodiment has been described with respect to a rectangular inner mold, the present invention is not limited to this, and the present invention may be applied to various inner molds having a cylindrical shape such as a circle or an ellipse.
また、駆動パネル11は上に拡がったテーパ形や左右一方
のテーパ壁のみを傾斜させた所謂片テーパ形でも良い。Further, the drive panel 11 may be a taper type that spreads upward or a so-called one-side taper type in which only one of the left and right tapered walls is inclined.
更に、ガイドローラ15…を駆動パネル11に連結して設け
ても良い。Further, the guide rollers 15 may be provided so as to be connected to the drive panel 11.
(発明の効果) 以上に述べたように本発明によれば、駆動パネルを上下
動させるだけで従動パネルを移動することができ、具体
的には駆動パネル側へ従動パネルを引き寄せることで内
型枠を縮径してコンクリートから外すことができ、逆に
駆動パネルで従動パネルを押し出すことで内型枠を拡径
して型枠の組立をなせる。従って、内型枠はボルト・ナ
ットの締結・分離を必要とせず且つパネル同士をバラバ
ラにする必要がなく、容易に且つ短時間でコンクリート
製品から外れ、更に復元も極めて容易になり、作業性の
効率化並びに作業時間の短縮化を図れ、特に量産工程に
著しい効果を奏する。(Effects of the Invention) As described above, according to the present invention, the driven panel can be moved simply by moving the driving panel up and down. The frame can be reduced in diameter and removed from the concrete. On the contrary, the driven panel is pushed out by the driven panel to expand the inner formwork and assemble the formwork. Therefore, the inner formwork does not require fastening / separation of bolts / nuts and the panels do not have to be separated from each other, and can be easily and quickly removed from the concrete product, and can be reconstructed very easily. The efficiency and the working time can be shortened, and a remarkable effect is exerted particularly in the mass production process.
第1図は本発明に係るコンクリート用型枠平面図、第2
図は第1図のA方向から見た斜視図、第3図は第2図の
B断面図、第4図は第1図のC矢視図、第5図は第4図
のD−D断面図である。 1……コンクリート用型枠、3……外型枠 10……内型枠、11……駆動パネル 11b……同テーパ壁、11e……テーパ壁裏面 12……従動パネル、12b……同テーパ壁 15……ガイドローラFIG. 1 is a plan view of a concrete formwork according to the present invention, and FIG.
1 is a perspective view seen from the direction A in FIG. 1, FIG. 3 is a sectional view taken along line B in FIG. 2, FIG. 4 is a view taken in the direction of arrow C in FIG. 1, and FIG. 5 is DD in FIG. FIG. 1 ... Concrete formwork, 3 ... Outer formwork 10 ... Inner formwork, 11 ... Drive panel 11b ... Same taper wall, 11e ... Tapered wall back surface 12 ... Follower panel, 12b ... Same taper Wall 15 ... Guide roller
Claims (1)
囲み、これら内型枠と外型枠との間の隙間にコンクリー
トを打ち込んでコンクリート製品を成形製造するコンク
リート用型枠において、 前記内型枠は、筒形から分割された駆動パネルと従動パ
ネルとから成り、これら駆動パネルと従動パネルとの対
向面を縦線に対して傾斜したテーパ壁とするとともに、
駆動パネルと従動パネルの一方には他方のパネルのテー
パ壁裏面に当接するガイドローラを設け、駆動パネルを
上下動させることにより駆動パネルに対して従動パネル
を押し出す又は引き寄せるように構成したことを特徴と
するコンクリート用内型枠。1. A concrete for forming and manufacturing a concrete product by enclosing a vertically-arranged cylindrical inner formwork with an outer formwork and driving concrete into a gap between the inner formwork and the outer formwork. In the mold, the inner mold is composed of a drive panel and a driven panel divided from a cylindrical shape, and the facing surfaces of the drive panel and the driven panel are tapered walls inclined with respect to a vertical line,
One of the drive panel and the driven panel is provided with a guide roller that comes into contact with the back surface of the tapered wall of the other panel, and is configured to push or pull the driven panel with respect to the drive panel by vertically moving the drive panel. An inner formwork for concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63332377A JPH0663351B2 (en) | 1988-12-28 | 1988-12-28 | Inner formwork for concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP63332377A JPH0663351B2 (en) | 1988-12-28 | 1988-12-28 | Inner formwork for concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02178466A JPH02178466A (en) | 1990-07-11 |
| JPH0663351B2 true JPH0663351B2 (en) | 1994-08-22 |
Family
ID=18254286
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP63332377A Expired - Fee Related JPH0663351B2 (en) | 1988-12-28 | 1988-12-28 | Inner formwork for concrete |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0663351B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100970432B1 (en) * | 2010-03-29 | 2010-07-15 | 주식회사 케이씨산업개발 | Mold for reverse taper shape hole in concrete |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100641412B1 (en) * | 2005-04-22 | 2006-10-31 | 장창근 | The structure to construct inner mold of elevator housing |
| KR100800536B1 (en) * | 2006-04-06 | 2008-02-04 | 깨뱉시스템주식회사 | Large formwork that can be easily demolded, the tight structure and wall construction method of wall formwork and wall reinforcement using it |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5661553U (en) * | 1980-09-25 | 1981-05-25 | ||
| JPS5927688B2 (en) * | 1981-08-19 | 1984-07-07 | 博 北村 | Formwork tightening device |
-
1988
- 1988-12-28 JP JP63332377A patent/JPH0663351B2/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100970432B1 (en) * | 2010-03-29 | 2010-07-15 | 주식회사 케이씨산업개발 | Mold for reverse taper shape hole in concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02178466A (en) | 1990-07-11 |
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