JPS63265603A - Thermoset synthetic resin form for concrete - Google Patents

Thermoset synthetic resin form for concrete

Info

Publication number
JPS63265603A
JPS63265603A JP10077987A JP10077987A JPS63265603A JP S63265603 A JPS63265603 A JP S63265603A JP 10077987 A JP10077987 A JP 10077987A JP 10077987 A JP10077987 A JP 10077987A JP S63265603 A JPS63265603 A JP S63265603A
Authority
JP
Japan
Prior art keywords
sliding
channels
projected parts
plate
main bodies
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
JP10077987A
Other languages
Japanese (ja)
Inventor
Akira Kamimura
神村 明良
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.)
Toho Kogyo Co Ltd
Original Assignee
Toho Kogyo 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 Toho Kogyo Co Ltd filed Critical Toho Kogyo Co Ltd
Priority to JP10077987A priority Critical patent/JPS63265603A/en
Publication of JPS63265603A publication Critical patent/JPS63265603A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To make assembly disassembly easy and to correspond with preparing a product of a proper dimension, by constituting main bodies having projected parts on each one end, inserting channels on their other ends and a plurarity of graved sliding channels, a stopping plate set on the projected parts, a sliding plate sliding along the sliding channels and a disphragm inserted in the inserting channels. CONSTITUTION:Projected parts 8 and 8' are set on one ends 7 and 7' of main bodies 1 and 1', and projected parts 11 and 11' are set on the other ends 10 and 10'. U-shaped inserting channels 13 and 13' into which a diaphragm 12 supporting the forward and backward movement of a sliding plate 3 is inserted is set on the inner wall faces of the projected parts 11 and 11'. Moreover, on the inner faces 15 of the side walls of the main bodies 1 and 1', a plurarity of sliding channels 16 are graved at mutually facing positions in the longer direction. The main bodies 1 and 1' are jointed together in their inserting cut channels 6 and 6' of the bottom parts 5 and then, a stopping plate 2 is fixed on the projected parts 8 and 8' of the end parts 7 and 7' with screws through screw holes 9 set on the projected parts 8 and 8'. Then, a sliding plate 3 is inserted in such a way that it can be slided in the sliding channel 16. Then, the diaphragm 12 where screw rods 20 and 20' on whose apexes a transferring plate 3 is fixed are perforated is inserted. A concrete form is thereby assembled.

Description

【発明の詳細な説明】 本発明は、組立式の熱硬化質合成樹脂製コンクリート型
枠に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a prefabricated thermosetting synthetic resin concrete formwork.

従来このような型枠としては鉄のような金属で作られた
ものが多く用いられてきた。しかし、金属製の型枠は、
錆びたシ、運搬や組立てに手間を取ったシ、取シ扱いが
煩雑であり、コンクリート製品の長さや形状が異なる毎
に異なった型枠を用意しなければならなかった。
Conventionally, such formwork has often been made of metal such as iron. However, metal formwork
It was rusty, took time to transport and assemble, and was complicated to handle, and different formwork had to be prepared for each different length and shape of the concrete product.

本発明は、このような欠点を除去するとともに、予め工
場等で作っておいた部品から、作業場で容易、簡単しか
も迅速に組立てられるコンクリート型枠を提供するもの
である。
The present invention eliminates these drawbacks and provides a concrete formwork that can be easily, simply, and quickly assembled in a workshop from parts previously made in a factory or the like.

本来、型枠は強度、精度、迅速性及び経済性の条件を必
要とされるものであるが、本発明はこれらの諸条件の何
れをも満足させ得るものである。
Originally, formwork is required to meet the requirements of strength, precision, speed, and economy, and the present invention can satisfy all of these conditions.

すなわち、本発明の型枠にあっては、前述の如く、従来
用いられてきた鉄製の型枠に比し、充分に対抗し得る強
度を有する熱硬化質合成樹脂を用いたことによって、コ
ンクリート打設時における固定荷重、作業荷重、コンク
リートの側圧等に耐えるのみか変形がなく、解体が非常
に容易である。
That is, as mentioned above, the formwork of the present invention uses a thermosetting synthetic resin that has sufficient strength to compete with conventionally used iron formwork, thereby making it easier to pour concrete. It is extremely easy to dismantle, as it does not deform due to its ability to withstand the fixed load, working load, and lateral pressure of concrete during construction.

また、型枠は、打ち込まれたコンクリートの形をつくる
ための所謂、鋳型であり、出来上ったコンクリートが図
面通りの寸法であることが必要である。
Furthermore, the formwork is a so-called casting mold for creating the shape of poured concrete, and it is necessary that the finished concrete has the dimensions as shown in the drawing.

垂直、水平、各部断面寸法、開口寸法等が図面通り、正
確に施工されていなければならないが、本発明にあって
は、これらの条件をも適確に成型し得るものである。
Vertical, horizontal, cross-sectional dimensions of each part, opening dimensions, etc. must be constructed accurately as shown in the drawings, and the present invention can accurately mold these conditions.

さらに、型枠工事は躯体工事はもちろん、工、事全体の
工程において重要な位置を占めている。
Furthermore, formwork work plays an important role not only in frame work but also in the overall construction process.

就仲、型枠工事は運搬工事であると言われる程、部材の
転用の繰り返しが行われるのが普通であるが、本発明に
おいては、前述の如く、予め型枠部品を工場で作ってお
いて現場で組立てるために、不必要な型枠の運搬作業が
省略されるために工事の迅速化が図れる。
It is common for members to be repurposed repeatedly, so much so that formwork construction and formwork work are often referred to as transportation work.However, in the present invention, as mentioned above, formwork parts are made in advance at a factory. Because it is assembled on-site, unnecessary formwork transportation work is omitted, speeding up the construction process.

さらに、又、本発明は高価で重い鉄製の型枠に代えて軽
量で剥離性に富む熱硬化質合成樹脂製のため強度はもち
ろんのこと、運搬が容易であり、低価格で、しかも、熟
練工を必要としない殖パかりか、転用性が高く、経済的
である等の利点を有しているものである。
Furthermore, the present invention is made of thermosetting synthetic resin, which is lightweight and has excellent removability, instead of expensive and heavy iron formwork, so it is not only strong but also easy to transport, inexpensive, and requires skilled labor. It has the advantages of not requiring any additional processing, high versatility, and being economical.

つぎに、本発明を図面について説明すると、第1図に示
す如く、本発明は、熱硬化質合成樹脂製よシなる一対の
本体1.1′、止板2、スライド板3、送り板3′、穴
管4及び堰板の部材からなるもので、一対の本体l、1
′は底部5の長さ方向端部に設は九嵌合切込$6.6’
との嵌合によって上部開口の樋状体を形成するものであ
る。
Next, the present invention will be explained with reference to the drawings. As shown in FIG. ′, consists of a hole pipe 4 and a weir plate, and consists of a pair of main bodies l, 1
' is a nine-fitting notch $6.6' set at the longitudinal end of the bottom part 5.
A gutter-like body with an upper opening is formed by fitting with the upper part.

そして、互いの本体1.1′の一端部7.7′には共に
外方に張り出した突設部8,8′が設けられ、該突設部
8,8′には上、下に複数個のビス孔9.9′・・・・
・・が穿設されている。
One end 7.7' of each main body 1.1' is provided with protrusions 8, 8' that protrude outward. screw holes 9.9'...
... has been drilled.

一方、他端部10.10’には前記突設部8.8′と同
様にともに外方に張り出した突設部11.11’が設け
られ、該突設部11.11’には後述するスライド板3
の前後進を支持する堰板12を嵌め込むU字状の嵌込溝
13.13’が、前記底部5の端部横溝14、14’と
連通して内壁面に穿設されている。
On the other hand, the other end portion 10.10' is provided with a protrusion 11.11' that protrudes outward like the protrusion 8.8', which will be described later. Slide plate 3
A U-shaped fitting groove 13, 13' into which the weir plate 12 for supporting the forward and backward movement of the tank is fitted is bored in the inner wall surface and communicates with the end lateral grooves 14, 14' of the bottom part 5.

前記突設部9.9′は一方の突設部!1.11’に設け
られたU字状の嵌込溝13.13’にキチンと嵌込まれ
るように形成され、連続延長できるよう罠なっているも
のである。
The protrusion 9.9' is one protrusion! It is formed so as to fit snugly into a U-shaped fitting groove 13.13' provided at 1.11', and is a trap so that it can be continuously extended.

さらに、本体1.1′の側壁内面15.15’には互い
の対向位置に長さ方向の摺動溝16.16’・・・・・
・が複数条並列して穿設されている。又、本体1.l/
の側壁外面17.17’には所定間隔を置いて複数本の
補強柱18.18’・・・・・・が設けられている。
Furthermore, longitudinal sliding grooves 16.16' are provided at opposing positions on the inner surface 15.15' of the side wall of the main body 1.1'.
・Multiple rows are drilled in parallel. Also, the main body 1. l/
A plurality of reinforcing columns 18, 18' are provided at predetermined intervals on the outer surface 17, 17' of the side wall.

このように形成されてい°る本体l、1′を底部5の嵌
合切込溝6,6′を嵌合させ、ついで、端部7,7′の
突設部8.8′に穿設されたビス孔9.9′を介して止
板2がビス止め固定される。
The bodies 1 and 1' thus formed are fitted into the fitting cut grooves 6 and 6' of the bottom part 5, and then the protrusions 8 and 8' of the end parts 7 and 7' are bored. The stop plate 2 is fixed with screws through the screw holes 9 and 9'.

つぎに、一方の突設部11.11’側よシ、前記摺動溝
16.16’内を摺動する如く、その側縁に摺動突起1
9.19’を形成したスライド板3を、溝16.16’
と突起19.19’を合わせて他端部10.10’にキ
チンと嵌め込むのである。
Next, on the side of one of the protrusions 11.11', a sliding protrusion 1 is attached to the side edge of the protruding part 11.11' so as to slide within the sliding groove 16.16'.
Slide plate 3 with groove 16.16'
Align the protrusions 19 and 19' and fit snugly into the other end 10 and 10'.

つぎに、突設部11.11’に設けられたU字状の嵌込
溝13.13’と底部5の端部横溝14.14’内にス
ライド板3に押圧当接して、スライド板30前後の摺動
を作動させるとともに、支持する丸めに先端に送シ板3
′を固着した螺棒20、加、20′を貫通した堰板12
を嵌込んで型枠Aが組立てられる。
Next, the slide plate 3 is pressed into contact with the slide plate 3 in the U-shaped fitting groove 13.13' provided in the protrusion 11.11' and the end lateral groove 14.14' of the bottom part 5. There is a feeding plate 3 at the rounded tip that operates the front and back sliding and supports it.
The weir plate 12 that passes through the threaded rod 20, which is fixed to the
Formwork A is assembled by fitting.

なお、止板2、スライド板3には成型されるコンクリー
ト製品によって、両板2,3を穴管4が貫通挿入され、
該穴管4の断面形状は所望する製品により異なったもの
が用いられる。
In addition, a hole pipe 4 is inserted through the stop plate 2 and slide plate 3 through both plates 2 and 3 due to the concrete product being molded.
Different cross-sectional shapes of the hole tube 4 are used depending on the desired product.

さらに、本発明においては、長さ方向の伸縮調節に止ま
らず、底部5の嵌合切込溝6,6′に補助部材を嵌合す
ることにより、巾方、向の変化にも自在に適応した製品
化が可能なのである。
Furthermore, in the present invention, the expansion and contraction adjustment is not limited to the length direction, but by fitting auxiliary members into the fitting cut grooves 6, 6' of the bottom part 5, it is possible to freely adapt to changes in width and direction. It is possible to commercialize it.

さらに、本発明においては、以上述べ友型枠Aを横方向
の水平位置にして用いられるばかりでなく、竪型として
も、その利用が可能であって、その場合は打設コンクリ
ートの自重によって、スライド板等を必要としないもの
である。
Furthermore, in the present invention, the above-mentioned formwork A can be used not only in a horizontal position, but also in a vertical form, in which case, depending on the weight of the poured concrete, This does not require a slide plate or the like.

以上、述べた如く、本発明は、本体l、1′、止板2、
スライド板3、穴管4、及び堰板12の各部材を組立て
構成された型枠Aにモルタルを注入、硬化成型し、後、
各部材を取り外して脱型するものである。
As described above, the present invention includes the main body l, 1', the stop plate 2,
Mortar is injected into the formwork A constructed by assembling each member of the slide plate 3, hole pipe 4, and weir plate 12, and after hardening and molding,
Each member is removed and demolded.

このように、本発明は、組み立て、分解が容易、簡単の
みか、螺棒20、の回動によりあらゆる適宜寸法の製品
化と、連接延長して用いることにより、自在の長さ、或
いは一列で多数の製品が出来るという従来の型枠では到
底、成し得なかった利点と、実用上の多大の効果を奏す
るものである。
As described above, the present invention is easy to assemble and disassemble, and can be manufactured into any suitable size by rotating the screw rod 20, and by connecting and extending the product, it can be manufactured to any length or in a single row. It has the advantage of being able to produce a large number of products, something that could never be achieved with conventional molds, and has many practical effects.

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

第1図は本発明による一部切截した分解斜視図、第2図
は本体1,1′の嵌込み一体化した平面図、第3図は第
2図のA−A線断面図、第4図は止板2の平面図、第5
図は堰板12の平面図、第6図はスライド板3の平面図
、第7図は止板とスライド板を貫通挿入されている大管
を示す説明図、第8図は本発明の全体平面図、第9図は
その側面図、第10図は他の実施例の平面図、第11図
は他の実施例のスライド板、第12図は同成型製品の斜
視図である。 1.1′・・・本体、2・・・止板、3・・・スライド
板、3′・・・送シ板、4・・・穴管、5・・・底部、
6.6′・・・嵌合切込溝、7.7′・・・端部、8,
8′・・・突設部、9.9′・・・ビス孔、10.10
’・・・他端部、11.11’・・・突設部、12・・
・堰板、13.13’・・・U字状の嵌込溝、14、1
4’・・・端部横溝、15.15’・・・側壁内面、1
6.16’・・・摺動溝、17.17’・・・側壁外面
、18.18’・・・摺動突起、加、20′・・・螺棒
20、、A・・・コンクリート型枠。
Fig. 1 is a partially cutaway exploded perspective view of the present invention, Fig. 2 is a plan view of the main bodies 1 and 1' fitted together and integrated, Fig. 3 is a cross-sectional view taken along the line A-A in Fig. 2, and Fig. Figure 4 is a plan view of stop plate 2,
6 is a plan view of the slide plate 3, FIG. 7 is an explanatory diagram showing the large pipe inserted through the stop plate and the slide plate, and FIG. 8 is the entire structure of the present invention. 9 is a side view thereof, FIG. 10 is a plan view of another embodiment, FIG. 11 is a slide plate of another embodiment, and FIG. 12 is a perspective view of the same molded product. 1.1'... Main body, 2... Stop plate, 3... Slide plate, 3'... Feed plate, 4... Hole pipe, 5... Bottom,
6.6'...Fitting cut groove, 7.7'...End part, 8,
8'...Protrusion part, 9.9'...Screw hole, 10.10
'...Other end, 11.11'...Protrusion, 12...
・Weir plate, 13.13'...U-shaped fitting groove, 14, 1
4'... End lateral groove, 15.15'... Side wall inner surface, 1
6.16'...Sliding groove, 17.17'...Side wall outer surface, 18.18'...Sliding protrusion, addition, 20'...Threaded bar 20, A...Concrete type frame.

Claims (1)

【特許請求の範囲】[Claims] 一方の端部7には外方に張り出した突設部8と、他方端
10には■字状の嵌込溝13を設けて外方に張り出した
突設部11を設け、該■字状の嵌込溝13を同突設部1
1の端部横溝14と連通させるとともに、底部5の端部
には長さ方向の嵌合切込溝6と側壁内面15には長さ方
向に並列して複数条の摺動溝16を穿設してなる本体1
と、該本体1、1′を2個対向させ、各々の一方端7、
7′の突設部8、8′に止板2を係止し、他方端10、
10′に前記摺動溝16、16′に沿つて摺動するスラ
イド板3に当接して押圧摺動する送り板を先端に固着し
た螺棒20、20′を貫通した堰板12を前記■字状嵌
込溝6、6′に嵌込んだことを特徴とする熱硬化質合成
樹脂製コンクリート型枠。
One end 7 is provided with an outwardly projecting protrusion 8, and the other end 10 is provided with a square-shaped fitting groove 13 and an outwardly projecting protrusion 11. The fitting groove 13 of the same protrusion 1
1, and a plurality of sliding grooves 16 are bored in the end of the bottom part 5 in the length direction, and a plurality of sliding grooves 16 are formed in parallel in the length direction in the inner surface 15 of the side wall. Body 1
and the two main bodies 1 and 1' are opposed to each other, with one end 7 of each,
The stop plate 2 is locked to the protruding parts 8, 8' of the other end 10,
10', the weir plate 12 is inserted through the threaded rods 20, 20', which have screw rods 20, 20' fixed to their tips, which press and slide in contact with the slide plate 3 sliding along the sliding grooves 16, 16'. A concrete formwork made of thermosetting synthetic resin, characterized in that it is fitted into character-shaped fitting grooves 6 and 6'.
JP10077987A 1987-04-23 1987-04-23 Thermoset synthetic resin form for concrete Pending JPS63265603A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10077987A JPS63265603A (en) 1987-04-23 1987-04-23 Thermoset synthetic resin form for concrete

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10077987A JPS63265603A (en) 1987-04-23 1987-04-23 Thermoset synthetic resin form for concrete

Publications (1)

Publication Number Publication Date
JPS63265603A true JPS63265603A (en) 1988-11-02

Family

ID=14282950

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10077987A Pending JPS63265603A (en) 1987-04-23 1987-04-23 Thermoset synthetic resin form for concrete

Country Status (1)

Country Link
JP (1) JPS63265603A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS586663U (en) * 1981-07-07 1983-01-17 ヤンマー農機株式会社 Steering device for crawler-type vehicles

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS586663U (en) * 1981-07-07 1983-01-17 ヤンマー農機株式会社 Steering device for crawler-type vehicles

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