JPH04201302A - Manufacture of concrete product and concrete form therefor - Google Patents

Manufacture of concrete product and concrete form therefor

Info

Publication number
JPH04201302A
JPH04201302A JP32953290A JP32953290A JPH04201302A JP H04201302 A JPH04201302 A JP H04201302A JP 32953290 A JP32953290 A JP 32953290A JP 32953290 A JP32953290 A JP 32953290A JP H04201302 A JPH04201302 A JP H04201302A
Authority
JP
Japan
Prior art keywords
formwork
concrete
inner formwork
demolding
inner form
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
Application number
JP32953290A
Other languages
Japanese (ja)
Inventor
Tamotsu Kobayashi
保 小林
Tadahiro Onoda
忠弘 小野田
Kenji Nakayama
憲士 中山
Ichiji Sogo
一司 十河
Haruo Agari
上里 春夫
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.)
RANDETSUKUSU KOGYO KK
Shibata Industrial Co Ltd
Original Assignee
RANDETSUKUSU KOGYO KK
Shibata Industrial Co Ltd
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 RANDETSUKUSU KOGYO KK, Shibata Industrial Co Ltd filed Critical RANDETSUKUSU KOGYO KK
Priority to JP32953290A priority Critical patent/JPH04201302A/en
Publication of JPH04201302A publication Critical patent/JPH04201302A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To enable demolding even if an operator and jig are not put into the inside of a product and the demolding is enabled even if the product is in a complicated shape, by a method wherein an inner form performing concrete molding with an outer form and inner form is made of an elastic material and the demolding is performed by reducing a sectional area of the inner form by pulling the inner form after cure. CONSTITUTION:An outer form 1 and base form 3 are assembled in a body, an inner form 5 is arranged at the center and concrete is placed into a gap surrounded by a form. In addition, a rigid material 6 such as a chain or a wire rope is built in the inner form made of an elastic material. Then a bolt and nut are removed from a form after cure and the outer form 1 is removed. Then a sectional area of the inner form 5 can be reduced by pulling both ends of a link 6a, through which demolding can be performed by peeling an external circumferential surface of the inner form 5 off from the surface of the concrete.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、伸縮性材料によるコンクリート型枠に関する
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention relates to concrete formwork made of elastic material.

〔従来の技術〕[Conventional technology]

工場生産のプレキャストコンクリート製品は一般的には
鋼鉄製型枠が用いられている。その−例を以下に図面を
用いて説明する。
Factory-produced precast concrete products generally use steel formwork. An example thereof will be explained below using the drawings.

第5図は解体斜視図であり、図において1は外型枠、2
は内型枠、3はベース型枠であり、それぞれの型枠はボ
ルトとナンドとによって一体に組み立てられ、型枠に囲
まれた隙間にコンクリートを打ち込み、硬化後それら型
枠からボルトとナンドとを外して型枠を脱型してコンク
リート製品4を取り出すものである。
Figure 5 is an exploded perspective view, in which 1 is the outer formwork, 2
3 is the inner formwork, and 3 is the base formwork. Each formwork is assembled together with bolts and Nandos. Concrete is poured into the gap surrounded by the formwork, and after hardening, the bolts and Nandos are removed from the formwork. The concrete product 4 is taken out by removing the mold and demolding the formwork.

〔発明が解決しようとする課題〕[Problem to be solved by the invention]

この脱型に際して、外型枠は容易に外すことができるが
、内型枠は大きいものは内側に作業者が入って行うため
に非常に労働条件が悪く、小型の製品は治具を挿入して
行うためにそのサイズが限定されてしまう問題がある。
When demolding, the outer formwork can be easily removed, but if the inner formwork is large, workers must enter inside the mold, resulting in very poor working conditions, and for small products, a jig must be inserted. There is a problem in that the size is limited because it is carried out in large quantities.

また、複雑な形状の内型枠の脱型には一定の手順と熟練
を必要とし、慣れない者が行うと製品を壊してしまう問
題がある。
Further, demolding the inner formwork having a complicated shape requires certain procedures and skill, and if performed by an inexperienced person, there is a problem that the product may be damaged.

〔課題を解決する為の手段〕[Means to solve problems]

そこで本発明は、コンクリート成型する外型枠と内型枠
の少なくとも内型枠を弾性材製とし、硬化後内型枠の断
面積を縮小させることによって型抜きを行うことを特徴
とするものである。
Therefore, the present invention is characterized in that at least the inner formwork of the outer formwork and the inner formwork for forming concrete is made of an elastic material, and after hardening, the molding is performed by reducing the cross-sectional area of the inner formwork. be.

〔実 施 例] 以下に本発明の一実施例を図面を用いて説明する。〔Example] An embodiment of the present invention will be described below with reference to the drawings.

第1図は内型枠の断面図、第2図は形状例を示す断面図
、第3図は使用例を示す斜視図であり、図において、5
は弾性材製の内型枠であり、ゴム、樹脂、プラスチック
もしくは発泡材等でできている。
Fig. 1 is a sectional view of the inner formwork, Fig. 2 is a sectional view showing an example of the shape, and Fig. 3 is a perspective view showing an example of use.
is an inner formwork made of elastic material, such as rubber, resin, plastic, or foam material.

この内型枠5内にはチェーンやワイヤーロープ等の剛性
材6が埋設しである。この剛性材6の埋設状態は、第1
図に示す如くチェーンの場合は、相互のリンク6a同志
を当接させないで間隔Sを保ち、その間隔Sの間にも弾
性材を介在させた構造であり、ワイヤーロープの場合に
は直線状ではなく蛇行させた状態で埋設させてあり、こ
の場合でも端部にはリンクが埋設して突出している。
A rigid material 6 such as a chain or wire rope is embedded within this inner formwork 5. The buried state of this rigid material 6 is as follows.
As shown in the figure, in the case of a chain, the links 6a are not in contact with each other and maintain a spacing S, and an elastic material is interposed between the spacing S. In the case of a wire rope, the structure is such that the links 6a are not in contact with each other but have an elastic material interposed between them. It is buried in a meandering state, and even in this case, links are buried and protrude at the ends.

このような剛性材6は内型枠5内に一本もしくは複数本
設けであるもので、断面形状によって埋設本数および埋
設位置が決定される。
One or more such rigid members 6 are provided in the inner formwork 5, and the number and position of embedding are determined depending on the cross-sectional shape.

以上のような内型枠5によってコンクリート製品4の作
製を第3図によって説明する。
The production of the concrete product 4 using the inner formwork 5 as described above will be explained with reference to FIG.

図において1は外型枠、3はベース型枠、5は内型枠で
あり、ボルトとナンドとによって外型枠1とベース型枠
3とを一体に組み立て、中心に内型枠5を配置して型枠
に囲まれた隙間にコンクリートを打ち込む。
In the figure, 1 is an outer formwork, 3 is a base formwork, and 5 is an inner formwork. The outer formwork 1 and the base formwork 3 are assembled together with bolts and nuts, and the inner formwork 5 is placed in the center. Then concrete is poured into the gap surrounded by the formwork.

硬化後型枠からボルトとナツトとを外して外型枠1を外
す。そこで、内型枠5をリンク6aの両端を引っ張るこ
とにより内型枠5はその断面積を縮小させることができ
、これによって内型枠5の外周面をコンクリート面から
剥離して脱型することができる。この実施例の場合、内
型枠5の下面はベース型枠3に固着させて有る場合は自
由端側のリンク6aを引くことにより固定させたベース
型枠3との間で引張力が働いて断面積を縮小させること
ができる。
After curing, remove the bolts and nuts from the formwork and remove the outer formwork 1. Therefore, by pulling both ends of the links 6a of the inner formwork 5, the cross-sectional area of the inner formwork 5 can be reduced, and thereby the outer peripheral surface of the inner formwork 5 can be peeled off from the concrete surface and demolded. I can do it. In the case of this embodiment, when the lower surface of the inner formwork 5 is fixed to the base formwork 3, a tensile force is exerted between it and the fixed base formwork 3 by pulling the link 6a on the free end side. The cross-sectional area can be reduced.

第4図は他の実用例を示し、内型枠5を横に用いたもの
で、ベース板7に載せた妻板8に内型枠5の端部を嵌め
、両側に側板9を配置し、上方開口からコンクリートを
打設するもので、内型枠5とベース板7および側板9と
の間にコンクリートが打ち込まれて成形されることにな
る。
FIG. 4 shows another practical example, in which the inner formwork 5 is used horizontally, the end of the inner formwork 5 is fitted into the end plate 8 placed on the base plate 7, and side plates 9 are arranged on both sides. Concrete is poured from the upper opening, and the concrete is poured between the inner formwork 5, the base plate 7, and the side plates 9, and is formed.

硬化後型枠からボルトとナツトとを外して側板9を外す
。そこで、内型枠5をリンク6aの両端を引っ張ること
により内型枠5はその断面積を縮小させることができ、
これによって内型枠5の外周面をコンクリート面から剥
離して脱型することができる。
After curing, remove the bolts and nuts from the formwork and remove the side plate 9. Therefore, by pulling both ends of the links 6a of the inner formwork 5, the cross-sectional area of the inner formwork 5 can be reduced.
As a result, the outer circumferential surface of the inner formwork 5 can be peeled off from the concrete surface and removed from the mold.

また、逆に成型時に内型枠を押圧して断面積を大きくし
、脱型時にその加圧状態を解除することにより断面積を
もとの状態に戻すことにより型抜きが可能となるもので
ある。
Conversely, mold removal is possible by pressing the inner formwork during molding to increase the cross-sectional area, and releasing the pressure during demolding to return the cross-sectional area to its original state. be.

なお、上記実施例では内型枠5に埋設した剛性材6は可
撓性のある材料を示したが、型鋼やパイプ等の剛性体で
もよく、さらにはまった(剛性材を埋設してなくてもよ
く、これらの場合でも両端部にリンクは突設してあり、
このリンクは上記実施例を含めて埋設した剛性材6と必
ずしも連結してなくてもよい。
In the above embodiment, the rigid material 6 buried in the inner formwork 5 is made of a flexible material, but it may also be a rigid material such as shaped steel or a pipe. Even in these cases, there are links protruding from both ends.
This link does not necessarily have to be connected to the buried rigid member 6 including the above embodiments.

また、内型枠5の形状は任意であり、第2図に示す如く
中空状の形状でもよく、さらには内型枠5を組み合わせ
て形成してもよいものである。
Further, the shape of the inner frame 5 is arbitrary, and may be a hollow shape as shown in FIG. 2, or may be formed by combining the inner frames 5.

〔発明の効果〕〔Effect of the invention〕

以上詳細に説明した本発明によると、外型枠と内型枠と
によりコンクリート成型する型枠の内型枠を弾性材製と
し、硬化後向型枠を引っ張ることにより内型枠の断面積
を縮小させ、これによって型抜きを行うことを特徴とす
るもので、製品の内側に人や治具を入れなくても形抜き
が可能となり、内側が狭かったり、内側に湾曲していた
りする複雑な形状のものであっても型抜きが可能となる
効果を有する。
According to the present invention described in detail above, the inner formwork of the formwork for forming concrete by the outer formwork and the inner formwork is made of an elastic material, and the cross-sectional area of the inner formwork is reduced by pulling the hardened formwork. It is characterized by reducing the size of the product and cutting it out from the mold.It is possible to cut out the shape without putting people or jigs inside the product, and it is possible to cut out the shape of products that are narrow or curved inward. It has the effect that even if it is a shape, it can be cut out.

また、内型枠の端部にリンクを取り付けておくことによ
り、脱型時にそのリンクを引っ張るだけで型を引き抜く
ことができ、きわめて小さい中空体であっても容易に成
形することができる効果を有する。
In addition, by attaching a link to the end of the inner mold, the mold can be pulled out by simply pulling the link when demolding, making it possible to easily mold even extremely small hollow bodies. have

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

第1図は本発明の実施例を示す内型枠の断面図、第2図
は形状の例を示す断面図、第3図は使用例を示す斜視図
、第4図は他の使用例を示す斜視図、第5図は従来例を
示す解体斜視図。 1・・・外型枠 3・・・ベース型枠 4・・・コンクリート製品 5・・・内型枠 6・・・剛性材 特許出願人    シハタ工業株式会社ランデックス工
業株式会社 上   里    春    夫 代 理 人     弁理士 金 倉 喬 二輪 5 
亘 内 @発明者 上平 春夫 香Jllす 、高松市木太町608−72  ランデツクス工業株式
会社共高松市鬼無町藤井138−3
Fig. 1 is a sectional view of an inner formwork showing an embodiment of the present invention, Fig. 2 is a sectional view showing an example of the shape, Fig. 3 is a perspective view showing an example of use, and Fig. 4 is an example of another use. FIG. 5 is an exploded perspective view showing a conventional example. 1... Outer formwork 3... Base formwork 4... Concrete product 5... Inner formwork 6... Rigid material patent applicant Shihata Kogyo Co., Ltd. Landex Kogyo Co., Ltd. Haru Uoyo Kamisato Attorney Patent Attorney Takashi Kanakura Motorcycle 5
Watauchi @ Inventor Haruo Kamihira Kaori Jlls, 608-72 Kita-cho, Takamatsu City Landex Industry Co., Ltd. 138-3 Fujii, Kinashi-cho, Takamatsu City

Claims (1)

【特許請求の範囲】 1、コンクリート成型する外型枠と内型枠の少なくとも
内型枠を弾性材製とし、硬化後内型枠の断面積を縮小さ
せることによって型抜きを行うことを特徴とするコンク
リート製品の製造方法。 2、弾性材製の内型枠の端部にリンクを埋設し、このリ
ンクにより内型枠を引張したときに、内型枠の断面積を
縮小することを特徴とするコンクリート製品の型枠。
[Scope of Claims] 1. At least the inner formwork of the outer formwork and inner formwork for concrete molding is made of an elastic material, and after hardening, the molding is performed by reducing the cross-sectional area of the inner formwork. A method for manufacturing concrete products. 2. A formwork for concrete products, characterized in that links are buried in the ends of the inner formwork made of an elastic material, and when the inner formwork is pulled by the links, the cross-sectional area of the inner formwork is reduced.
JP32953290A 1990-11-30 1990-11-30 Manufacture of concrete product and concrete form therefor Pending JPH04201302A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32953290A JPH04201302A (en) 1990-11-30 1990-11-30 Manufacture of concrete product and concrete form therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32953290A JPH04201302A (en) 1990-11-30 1990-11-30 Manufacture of concrete product and concrete form therefor

Publications (1)

Publication Number Publication Date
JPH04201302A true JPH04201302A (en) 1992-07-22

Family

ID=18222421

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32953290A Pending JPH04201302A (en) 1990-11-30 1990-11-30 Manufacture of concrete product and concrete form therefor

Country Status (1)

Country Link
JP (1) JPH04201302A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011174258A (en) * 2010-02-23 2011-09-08 Ohbayashi Corp Method of manufacturing concrete member and hole forming member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2011174258A (en) * 2010-02-23 2011-09-08 Ohbayashi Corp Method of manufacturing concrete member and hole forming member

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