JPS6315885B2 - - Google Patents

Info

Publication number
JPS6315885B2
JPS6315885B2 JP16512583A JP16512583A JPS6315885B2 JP S6315885 B2 JPS6315885 B2 JP S6315885B2 JP 16512583 A JP16512583 A JP 16512583A JP 16512583 A JP16512583 A JP 16512583A JP S6315885 B2 JPS6315885 B2 JP S6315885B2
Authority
JP
Japan
Prior art keywords
plate
flexible
concrete
formwork
rubber
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
JP16512583A
Other languages
Japanese (ja)
Other versions
JPS6056508A (en
Inventor
Kunio Yagi
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.)
Chiyoda Technical and Industrial Co Ltd
Original Assignee
Chiyoda Technical and 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 Chiyoda Technical and Industrial Co Ltd filed Critical Chiyoda Technical and Industrial Co Ltd
Priority to JP16512583A priority Critical patent/JPS6056508A/en
Publication of JPS6056508A publication Critical patent/JPS6056508A/en
Publication of JPS6315885B2 publication Critical patent/JPS6315885B2/ja
Granted legal-status Critical Current

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  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Moulds, Cores, Or Mandrels (AREA)

Description

【発明の詳細な説明】 この発明は可撓部をもつコンクリート型枠に関
し、コンクリート成形面に屈折可能な部分を有し
ながら、その屈折部に当るコンクリート製品表面
に条痕を生ぜしめない型枠の提供を目的とする。
こゝに型枠とは現場組立用型板を含むものとす
る。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a concrete formwork having a flexible part, and a formwork which has a bendable part on the concrete molding surface but does not cause streaks on the surface of the concrete product corresponding to the bending part. The purpose is to provide.
Formwork here includes templates for on-site assembly.

例えばボツクス・カルバート等、角筒形コンク
リート製品を量産するための成形型枠において
は、外型、内型の関隙にコンクリートを充填し、
製品脱型時、外型は外側へ開き、内型は内側へす
ぼめて製品を抜取る。そのため内型の一部が切離
されていて、脱型時、これを内側へ引込め、その
あとへ隣接部を寄せることにより三面を内側へす
ぼめるとか、一面を谷状に内側へ屈折させて隣接
二面を内側へ寄せる、といつた方法がとられてい
る。
For example, in forming forms for mass production of rectangular cylindrical concrete products such as boxes and culverts, the gap between the outer and inner molds is filled with concrete.
When demolding a product, the outer mold opens outward and the inner mold collapses inward to remove the product. For this reason, a part of the inner mold is cut off, and when demolding, it is pulled inward and the adjacent parts are brought together to narrow three sides inward, or one side is bent inward into a trough shape. The method used is to move the two adjacent surfaces inward.

いずれの方法も内型は何箇所か分断してあり、
コンクリート充填時はその分断部を密着させ、脱
型時、分断部を開いて脱型のための動作をさせ
る。流動性のよいコンクリートを流し込むので、
密着させたはずの分断部合せ目にもコンクリート
が多少侵入し、これが養生により固着する。これ
を繰返して製品を量産するので、合せ目に固着、
累積するコンクリートの掃除が型枠組立作業の能
率を阻害していた。また製品表面に必ず合せ目の
条痕を生じ、これを除去する作業が加わる事も少
くなかつた。
In either method, the inner mold is divided into several parts,
When filling concrete, the divided parts are brought into close contact with each other, and when demolding, the divided parts are opened and operated for demolding. Because concrete with good fluidity is poured,
Concrete also invaded the joints of the parts that were supposed to be in close contact, and this solidified as it cured. This process is repeated to mass produce the product, so it sticks to the seams,
Accumulating concrete cleaning was hindering the efficiency of formwork assembly work. In addition, seam lines were always produced on the surface of the product, and the work to remove them was often required.

本発明者は、成形面を分断しておいて、型組
時、完全に密着させるという従来の思想を捨て、
成形面自体を屈折可能にするという着想を得た。
そして、成形面の屈折が必要な位置をゴム等の可
撓板で構成し、この可撓板を屈折可能な補強板に
より裏当てし、これを隣接成形面の鋼板に固定
し、これを支持させたのである。
The present inventor abandoned the conventional idea of separating the molding surfaces and making them completely adhere to each other during mold assembly.
The idea was to make the molding surface itself bendable.
Then, a flexible plate made of rubber or the like is constructed at the position where bending is required on the molding surface, this flexible plate is backed by a bendable reinforcing plate, and this is fixed to a steel plate on the adjacent molding surface to support it. I let him do it.

次に図面を参照して、この発明の構成、実施態
様を説明する。
Next, the configuration and embodiments of the present invention will be described with reference to the drawings.

第1図はこの発明を適用した角筒形コンクリー
ト製品量産用成形型枠の平面図、第2図はその縦
断面図である。外型の側板1aは脱型時動かず、
側板1b,1cが鎖線のように外へ開き、側板1
dは開いた側板1b,1cを付けたまゝ外方へ平
行移動するのであるが、これは従来と特に変つた
点はない。
FIG. 1 is a plan view of a forming form for mass production of prismatic cylindrical concrete products to which the present invention is applied, and FIG. 2 is a longitudinal sectional view thereof. The side plate 1a of the outer mold does not move during demolding,
The side plates 1b and 1c open outward as shown by the chain lines, and the side plate 1
d moves outward in parallel with the open side plates 1b and 1c attached, but this is not particularly different from the conventional method.

この発明の特徴はこの場合、内型に現われてい
る。即ち、主として鋼板で構成した成形面の一部
が、隣接鋼板2b,2cに段差なく接続した可撓
板3(第1,3図)で作られ、その可撓板3はそ
の長手方向を軸として屈折可能な補強板(蝶番
4)を裏当てとして非成形面側に固定しており、
上記補強板(蝶番4)の両縁部は両隣接鋼板2
b,2cの非成形面側に直接又は開接に固定され
ていることを特徴とする可撓部をもつコンクリー
ト型枠になつている。
In this case, the features of this invention appear in the inner mold. That is, a part of the forming surface mainly composed of steel plates is made of a flexible plate 3 (Figs. 1 and 3) connected to adjacent steel plates 2b and 2c without any difference in level, and the flexible plate 3 has its longitudinal direction as an axis. A bendable reinforcing plate (hinge 4) is fixed to the non-molded surface side as a backing.
Both edges of the reinforcing plate (hinge 4) are adjacent to both steel plates 2
It is a concrete formwork having a flexible part that is fixed directly or in open contact to the non-forming surfaces of b and 2c.

内型の四面の側板2a,2b,2c,2dのう
ち、その成形面の一部が可撓板、この例ではゴム
板3になつているのは2b,2cである。屈折軸
線Bが側板2b,2c夫々の中央にあるため、鋼
板は左右に分割され、中央にゴム板3が割込んだ
形である。無論、コンクリートに接する成形面は
鋼板部分とゴム板部分が平滑につらなり、ゴム板
3の方が厚いから、その分、裏側へ突出してい
る。
Among the four side plates 2a, 2b, 2c, and 2d of the inner mold, part of the molding surface of the side plates 2b and 2c is a flexible plate, in this example, a rubber plate 3. Since the refraction axis B is located at the center of each of the side plates 2b and 2c, the steel plate is divided into left and right parts, and the rubber plate 3 is inserted in the center. Of course, on the forming surface that contacts the concrete, the steel plate part and the rubber plate part are connected smoothly, and since the rubber plate 3 is thicker, it protrudes to the back side accordingly.

第3,4図に拡大断面を示すが、ゴム板3外面
にネジ5で固定(又は接着固定)した蝶番4の翼
板4aは、ゴム板3の全長、つまり内型側板2b
の高さ全長に等しい帯状鋼板であるため、補強用
溝形鋼4bでもつて裏当てしている。その両側溝
形鋼4bに夫々ブラケツトを付けて軸4cを通
し、蝶番としている。翼板4aと隣接鋼板である
側板2bとは、ゴム板3、側板2b間段差を満た
す介入板6を介して間接的に溶接固定している。
第4図にゴム板3を含む側板2bを少し折曲げた
状態を示す。ゴム板3は蝶番4の左右翼板4a,
4aより屈折軸線Bの両側を裏打ちされているた
め、屈折動作により捩じれ等、不整変形や破損を
生じるおそれがない。つまり弱いゴム板3が加わ
つても側板の強さ損わず、屈折部表面は常に滑ら
かで製品表面に条痕を残すおそれがない。
3 and 4 show enlarged cross sections, the wing plate 4a of the hinge 4 fixed to the outer surface of the rubber plate 3 with screws 5 (or fixed with adhesive) is the entire length of the rubber plate 3, that is, the inner mold side plate 2b
Since it is a belt-shaped steel plate whose height is equal to the total length of the steel plate, it is also backed by a reinforcing channel steel 4b. A bracket is attached to each of the channel steels 4b on both sides, and a shaft 4c is passed through them to form a hinge. The wing plate 4a and the side plate 2b, which is an adjacent steel plate, are indirectly fixed by welding via an intervention plate 6 that fills the difference in level between the rubber plate 3 and the side plate 2b.
FIG. 4 shows a state in which the side plate 2b including the rubber plate 3 is slightly bent. The rubber plate 3 is the left and right wing plate 4a of the hinge 4,
Since both sides of the refraction axis B are lined from 4a, there is no risk of irregular deformation such as twisting or damage caused by the refraction action. In other words, even if the weak rubber plate 3 is added, the strength of the side plate is not impaired, and the surface of the bent portion is always smooth, so there is no risk of leaving streaks on the product surface.

次に第1,2図の実施例の簡単な取扱い説明を
する。第1図実線で示すように組立てた外型側板
1a〜1dと内型側板2a〜2dとの間隙へ上か
らコンクリートを投入し養生する事は従来と変り
ない。脱型時も外型は従来通り側板1b,1cを
回動させて開き、側板1dを平行移動させて成形
コンクリート三外面を開放するが、内型は側板2
b,2cを内側へ屈折させるため、型枠中心部に
通したネジ棒7をハンドル8で回して、左右リン
ク10を付けたメネジ9,9を移動させる。これ
によりリンク10を介して各蝶番軸4cを一斉に
内側へ引き、第1図鎖線のように側板2b,2c
を内方へ屈折させる。なお側板2b,2cが夫々
の中央で屈折すると、一枚板で連らなつた両隣の
側板2a,2dの両端角部11が少し折れ曲る。
これで内型全体をクレーンにより上方へ抜出せ
る。それから成形ずみコンクリート製品を同様、
クレーンにより取出す。あるいは内型はそのまゝ
にして、直ちに製品の内型側板2b,2cから離
れた位置をくわえて運び出してもよい。
Next, a simple handling explanation of the embodiment shown in FIGS. 1 and 2 will be given. As shown by solid lines in FIG. 1, concrete is poured from above into the gaps between the assembled outer mold side plates 1a to 1d and inner mold side plates 2a to 2d, and curing is the same as in the past. During demolding, the outer mold is opened by rotating the side plates 1b and 1c as before, and the side plate 1d is moved in parallel to open the three outer surfaces of the formed concrete, but the inner mold is opened by rotating the side plates 1b and 1c.
In order to bend b and 2c inward, a threaded rod 7 passed through the center of the formwork is turned with a handle 8, and female threads 9 and 9 with left and right links 10 attached are moved. As a result, each hinge shaft 4c is simultaneously pulled inward via the link 10, and the side plates 2b, 2c are pulled inward as shown by the chain lines in FIG.
refract inward. Note that when the side plates 2b and 2c are bent at their respective centers, the corner portions 11 at both ends of the side plates 2a and 2d, which are connected as a single plate, are slightly bent.
The entire inner mold can now be extracted upwards using a crane. Then molded concrete products as well.
Take it out using a crane. Alternatively, the inner mold may be left as it is, and the product may be immediately carried out by holding the product at a position away from the inner mold side plates 2b, 2c.

以上、この発明を角筒形コンクリート製品の成
形型枠に適用した実施例によつて説明したが、こ
の発明は各種コンクリート型枠、型板の成形面が
常に剛直なものであつたのを改め、その一部を屈
折可能に補強された可撓面としたもので、その要
旨を変えることなく、実施条件に応じて多様に変
化、応用し得る。例えば第5〜7図は可撓板3の
裏当て補強板4が蝶番でない三実施例である。第
5図は隣接鋼板11,11の間の成形面をゴムで
ある可撓板3で作り、その裏当ての補強板4′も
一体のゴム板にして、その両縁を隣接鋼板11,
11に接着した例である。第6図の補強板4″は
可撓性金属薄板で、これにゴム板3を接着し、ま
た両縁を隣接鋼板11,11に接着している。第
7図は第5図と同様、厚いゴム板が可撓板3と補
強板4′を兼ねたものであるが、その屈折軸を数
箇所に並列させた例である。このほか、可撓板3
をゴム以外の材料にするとか、補強板4,4′,
4″との組合せを多様に変えるなど、実施条件に
合わせて設計すればよい。
The present invention has been explained above using an example in which it is applied to a forming form for prismatic cylindrical concrete products, but this invention has been developed by changing the molding surface of various concrete forms and templates, which have always been rigid. , a part of which is a flexible surface reinforced to be bendable, and can be varied and applied in a variety of ways depending on the implementation conditions without changing its gist. For example, FIGS. 5 to 7 show three embodiments in which the backing reinforcing plate 4 of the flexible plate 3 is not a hinge. In FIG. 5, the molding surface between the adjacent steel plates 11 and 11 is made of a flexible plate 3 made of rubber, and the reinforcing plate 4' that backs it is also an integral rubber plate, and both edges of the molding surface are formed between the adjacent steel plates 11 and 11.
This is an example in which it was glued to 11. The reinforcing plate 4'' in FIG. 6 is a flexible metal thin plate, to which the rubber plate 3 is glued, and both edges are glued to adjacent steel plates 11, 11. In FIG. 7, the same as in FIG. A thick rubber plate serves as both the flexible plate 3 and the reinforcing plate 4', and this is an example in which its refraction axes are arranged in parallel at several locations.In addition, the flexible plate 3
be made of a material other than rubber, or the reinforcing plates 4, 4',
The design can be made according to the implementation conditions, such as by variously changing the combination with 4''.

前述の実施例を含めて、成形面の形が脱型に適
しないため成形面を分割していた型枠はこの発明
により簡素化され、製品の一部、屈曲角だけが変
る多種小量生産品の型枠は、この発明により一基
で兼用する設計が可能になり、現場組立用鋼製型
板も自由な角度に屈折して使える。
Including the above-mentioned embodiments, the formwork in which the molding surface was divided because the shape of the molding surface was not suitable for demolding is simplified by this invention, and it is possible to produce a wide variety of products in small quantities in which only a part of the product or the bending angle changes. With this invention, the formwork for the product can be designed to be used for multiple purposes, and the steel template for on-site assembly can also be bent at any angle and used.

この発明は鋼板製型枠の成形面の一部を段差な
く可撓面に変え、蝶番機構によつて可撓面を裏か
ら支え、その蝶番翼板を隣接鋼板に固定したか
ら、ゴム板等の弱い可撓板を用いてもコンクリー
ト型枠成形面としての強度を確保できた。
This invention changes part of the molding surface of the steel plate formwork into a flexible surface without any steps, supports the flexible surface from the back with a hinge mechanism, and fixes the hinge wing plate to the adjacent steel plate. Even if a weak flexible plate was used, the strength as a concrete form forming surface could be secured.

この発明により従来、常に剛性と考えられた型
枠成形面に可撓屈折部を設けられるようになつた
事は、コンクリート成形型枠の設計、施工上、少
なからぬ利便を加えるものである。
This invention makes it possible to provide a flexible bent portion on the molding surface of a formwork, which has heretofore always been considered rigid, which adds considerable convenience to the design and construction of concrete molding forms.

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

第1,2図はこの発明を適用した成形型枠の一
例の平面図、縦断面図、第3図は同じく成形面屈
折部拡大断面図、第4図は同じく屈折状態説明
図、第5,6,7図はこの発明の他の三実施例要
部断面図である。 3……可撓(ゴム)板、4,4′……補強板。
1 and 2 are a plan view and a vertical sectional view of an example of a molding frame to which the present invention is applied, FIG. 3 is an enlarged sectional view of a bending portion of the molding surface, FIG. 6 and 7 are sectional views of essential parts of three other embodiments of the present invention. 3... Flexible (rubber) plate, 4, 4'... Reinforcement plate.

Claims (1)

【特許請求の範囲】[Claims] 1 主として鋼板で構成した型枠成形面の一部
が、隣接鋼板に段差なく接続した可撓板で作ら
れ、その可撓板はその長手方向を軸として屈折可
能な補強板を裏当てとして非成形面側に固定して
おり、上記補強板の両縁部は両隣接鋼板非成形面
側に直接又は間接に固定されている事を特徴とす
る可撓部をもつコンクリート型枠。
1 A part of the forming surface of the formwork, which is mainly composed of steel plates, is made of a flexible plate that is connected to an adjacent steel plate without any difference in level, and the flexible plate is non-conforming with a reinforcing plate that can be bent around its longitudinal direction as a backing. 1. A concrete formwork having a flexible portion, which is fixed to a forming surface side, and both edges of the reinforcing plate are directly or indirectly fixed to both adjacent steel plates non-forming surface sides.
JP16512583A 1983-09-09 1983-09-09 Concrete formwork with flexible section Granted JPS6056508A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP16512583A JPS6056508A (en) 1983-09-09 1983-09-09 Concrete formwork with flexible section

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP16512583A JPS6056508A (en) 1983-09-09 1983-09-09 Concrete formwork with flexible section

Publications (2)

Publication Number Publication Date
JPS6056508A JPS6056508A (en) 1985-04-02
JPS6315885B2 true JPS6315885B2 (en) 1988-04-06

Family

ID=15806383

Family Applications (1)

Application Number Title Priority Date Filing Date
JP16512583A Granted JPS6056508A (en) 1983-09-09 1983-09-09 Concrete formwork with flexible section

Country Status (1)

Country Link
JP (1) JPS6056508A (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6147213A (en) * 1984-08-14 1986-03-07 佐藤 敏幸 Formwork for molding concrete
JPH0413123Y2 (en) * 1985-07-11 1992-03-27
JPH0513527Y2 (en) * 1987-07-04 1993-04-09
JP5876300B2 (en) * 2012-01-23 2016-03-02 鹿島建設株式会社 Corner formwork

Also Published As

Publication number Publication date
JPS6056508A (en) 1985-04-02

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