JPH08151788A - Combined form, and connecting device therefor - Google Patents

Combined form, and connecting device therefor

Info

Publication number
JPH08151788A
JPH08151788A JP29608994A JP29608994A JPH08151788A JP H08151788 A JPH08151788 A JP H08151788A JP 29608994 A JP29608994 A JP 29608994A JP 29608994 A JP29608994 A JP 29608994A JP H08151788 A JPH08151788 A JP H08151788A
Authority
JP
Japan
Prior art keywords
synthetic resin
resin plate
metal frame
mold
concrete
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.)
Withdrawn
Application number
JP29608994A
Other languages
Japanese (ja)
Inventor
Hideyuki Takayama
英之 高山
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.)
Asahi Chemical Industry Co Ltd
Original Assignee
Asahi Chemical Industry 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 Asahi Chemical Industry Co Ltd filed Critical Asahi Chemical Industry Co Ltd
Priority to JP29608994A priority Critical patent/JPH08151788A/en
Publication of JPH08151788A publication Critical patent/JPH08151788A/en
Withdrawn legal-status Critical Current

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Abstract

PURPOSE: To improve workability with amendment on concrete surface after demolding made unnecessary on constructing a concrete footing, and to make forms recyclable. CONSTITUTION: A form A is constructed by detachably joining synthetic resin boards 2 to one side of a metal frame 1 that is formed in a rectangle by combining a plurality of vertical members 12 and horizontal members 13. An extended part is formed by extending a pair of opposite edges of the synthetic resin boards 2 up to the end face of the form A, and the extended part is joined to the end face of the metal frame 1. Clamps 31 for connection with another form A are provided on one side of the form A, and a plurality of forms A are connected with one another in a parallel form, and while the upper and the lower ends of the forms are connected with connecting members, the forms are connected with clamps 31 at both ends on the right and the left.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、住宅等のコンクリート
基礎を施工するための複合型枠に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composite formwork for constructing concrete foundations for houses and the like.

【0002】[0002]

【従来の技術】最近では、コンクリートを打設する際に
鋼製或いは合成樹脂製の型枠を用いるのが一般である。
住宅用の基礎コンクリートを打設した後、該型枠を除去
したときに型枠の表面にコンクリートが付着することは
好ましくはない。このため、鋼製の型枠を使用する際に
は表面に剥離剤を塗布している。
2. Description of the Related Art Recently, it is general to use a mold made of steel or synthetic resin when pouring concrete.
It is not preferable that the concrete adheres to the surface of the form when the form is removed after placing the basic concrete for a house. For this reason, the release agent is applied to the surface when using the steel mold.

【0003】[0003]

【発明が解決しようとする課題】上記鋼製の型枠は高い
強度を有するが、重量が大きく運搬が容易ではないとい
う問題がある。また使用する際に型枠の表面に剥離剤を
塗布することが必要であり、この剥離剤がRC造の鉄筋
に付着した場合には所定の構造強度を期待し得なくなる
という問題も生じる。
Although the steel mold has high strength, it has a problem that it is heavy and not easy to carry. In addition, it is necessary to apply a release agent to the surface of the mold at the time of use, and if this release agent adheres to the RC reinforcing bar, there is a problem that a predetermined structural strength cannot be expected.

【0004】合成樹脂製の型枠は比較的軽量であり運搬
が容易となる。然し、強度が小さく、型枠を配置したと
きには多数の固定用セパレーターや補強用の鋼管等が必
要となり、必ずしも作業性を向上し得るものでもない。
また固定用セパレーターは基礎コンクリート内に埋設さ
れるため、型枠を脱型した後、コンクリート面を補修す
ることが必要となるという問題もある。合成樹脂製の型
枠の強度を向上させることで固定用セパレーターを減ら
すことが可能となり、コンクリート面の補修の問題も少
なくし得るが、樹脂型枠の形状が複雑となり該型枠を成
形するための成形金型が高価なものになるという問題が
生じる。
The mold made of synthetic resin is relatively lightweight and easy to carry. However, the strength is low, and a large number of fixing separators, steel pipes for reinforcement, etc. are required when arranging the mold, and workability cannot always be improved.
Further, since the fixing separator is embedded in the basic concrete, there is a problem that it is necessary to repair the concrete surface after removing the mold from the mold. By improving the strength of the synthetic resin mold, it is possible to reduce the number of fixing separators and reduce the problem of repairing the concrete surface, but the shape of the resin mold becomes complicated and the mold is molded. However, there is a problem that the molding die is expensive.

【0005】上記問題を解決するために実公平6-26669
号公報に開示されたコンクリート打設用型枠が提案され
ている。この技術は、鋼製の外枠に合成樹脂板を両面テ
ープ等の接着剤で貼り合わせて構成した型枠に関するも
のであり、打設されたコンクリート層が合成樹脂板を通
して外部から視認することを可能にしたものである。然
し、この技術では、外枠に対し合成樹脂板を接着剤で貼
り合わせているため、合成樹脂板が汚染或いは破損した
ときにこの合成樹脂板を外枠から取り外すのが困難であ
るという問題がある。またこの型枠であってもセパレー
ターを用いることが必須であり、型枠脱型後、コンクリ
ート面を補修しなければならないという問題を解決すこ
とは出来ない。
In order to solve the above problems, the fairness 6-26669
The formwork for concrete pouring disclosed in Japanese Patent Publication has been proposed. This technology relates to a form made by adhering a synthetic resin plate to a steel outer frame with an adhesive such as double-sided tape.It is possible to see the placed concrete layer from the outside through the synthetic resin plate. It was made possible. However, in this technique, since the synthetic resin plate is attached to the outer frame with an adhesive, there is a problem that it is difficult to remove the synthetic resin plate from the outer frame when the synthetic resin plate is contaminated or damaged. is there. Further, even in this formwork, it is indispensable to use a separator, and it is not possible to solve the problem that the concrete surface must be repaired after demolding the formwork.

【0006】本発明の目的は、リサイクルが可能な複合
型枠と、セパレーターを不要とし脱型後のコンクリート
面の補修を必要としない複合型枠結合装置を提供するこ
とにある。
It is an object of the present invention to provide a recyclable composite formwork and a composite formwork joining device that does not require a separator and does not require repair of the concrete surface after demolding.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
に本発明に係る複合型枠は、矩形状の金属枠体の一方の
面に合成樹脂板を結合させた複合型枠に於いて、合成樹
脂板を金属枠体に対し着脱可能に結合させて構成される
ものである。
In order to solve the above problems, a composite mold according to the present invention is a composite mold in which a synthetic resin plate is bonded to one surface of a rectangular metal frame body. A synthetic resin plate is detachably connected to a metal frame.

【0008】上記複合型枠に於いて、合成樹脂板の対向
する少なくとも一対の周縁部を前記金属型枠の端面まで
延長し、該延長部分を金属枠体の端面に結合させること
が好ましい。
In the above composite form, it is preferable that at least a pair of peripheral portions of the synthetic resin plate facing each other be extended to the end face of the metal form, and the extended portions are joined to the end face of the metal frame.

【0009】また本発明に係る複合型枠結合装置は、上
記何れかの複合型枠を複数枚平行して連結し、平行する
複合型枠の上端部間と下端部間を連結部材で結合してな
るものである。
Further, in the composite form joining apparatus according to the present invention, a plurality of any one of the above composite forms are connected in parallel, and the upper and lower ends of the parallel composite forms are connected by a connecting member. It will be.

【0010】[0010]

【作用】上記複合型枠(以下、単に『型枠』という)
は、金属からなる金属枠体の一方の面に合成樹脂板を着
脱可能に取り付けて構成したので、必要な強度を金属枠
体によって発揮させると共にコンクリート打設面に合成
樹脂板を対向させることが出来る。このため、型枠の軽
量化をはかり、且つ剥離剤の塗布を不要として作業性を
向上させることが出来る。また合成樹脂板を金属枠体に
対し着脱可能に結合させることで、合成樹脂板が劣化し
たり汚染した場合に該合成樹脂板を交換して使用するこ
とが出来る。
[Operation] The above composite formwork (hereinafter simply referred to as "formwork")
Since the synthetic resin plate is detachably attached to one surface of the metal frame body made of metal, the metal frame body can exert the necessary strength and the synthetic resin plate can be opposed to the concrete placing surface. I can. Therefore, it is possible to reduce the weight of the mold and improve the workability by eliminating the need to apply the release agent. Further, by attaching the synthetic resin plate to the metal frame in a detachable manner, the synthetic resin plate can be replaced and used when the synthetic resin plate is deteriorated or contaminated.

【0011】また上記型枠が充分に高い強度を有するた
め、コンクリート基礎の設置位置に並行して配置した型
枠の上下両端部及び左右両端部を連結部材で結合するこ
とで、固定用セパレーターを用いることなく固定するこ
とが可能となる。このため、型枠を脱型した後、打設さ
れたコンクリート面に固定用セパレーターの後が残るこ
とがなく、該コンクリート面に対する補修作業を不要と
することが出来る。
Further, since the above-mentioned formwork has a sufficiently high strength, the fixing separator is formed by connecting the upper and lower end parts and the left and right end parts of the formwork arranged in parallel with the installation position of the concrete foundation by connecting members. It can be fixed without using. For this reason, after the mold is removed from the mold, the fixed separator does not remain behind the concrete surface that has been cast, and repair work on the concrete surface can be eliminated.

【0012】[0012]

【実施例】以下、上記型枠の実施例について図を用いて
説明する。図1は型枠の構成を説明する図、図2は図1
のII−II断面図、図3は枠体の補強リブの形状の例を説
明する図、図4は合成樹脂板を枠体に結合する構成を説
明する図、図5は型枠に形成した開口の形状を説明する
図、図6は型枠の他の例を説明する図、図7は本実施例
に係る型枠を連設した状態を説明する斜視図、図8は型
枠を設置する際の展開図である。
EXAMPLES Examples of the above molds will be described below with reference to the drawings. FIG. 1 is a diagram for explaining the configuration of the mold, and FIG. 2 is FIG.
II-II cross-sectional view of FIG. 3, FIG. 3 is a diagram illustrating an example of the shape of the reinforcing ribs of the frame body, FIG. 4 is a diagram illustrating a configuration in which a synthetic resin plate is coupled to the frame body, and FIG. FIG. 6 is a diagram for explaining the shape of the opening, FIG. 6 is a diagram for explaining another example of the mold, FIG. 7 is a perspective view for explaining a state in which the molds according to this embodiment are continuously arranged, and FIG. FIG.

【0013】型枠Aは、図1〜図5に示すように、金属
枠体1の一方の面であるコンクリートとの接触面に全面
にわたって合成樹脂板2を着脱可能に結合して構成され
ている。
As shown in FIGS. 1 to 5, the mold A is constructed by detachably connecting a synthetic resin plate 2 over the entire surface of one side of the metal frame 1 which is in contact with concrete. There is.

【0014】金属枠体1は、予め型枠Aの寸法に応じた
寸法を持った鋼,アルミニウム等の金属製のプレート材
11と、プレート材11を補強する鋼,アルミニウム等の金
属製の複数の縦部材12と横部材13を組み合わせて構成し
た枠とによって構成されている。
The metal frame body 1 is a plate material made of metal such as steel or aluminum having a size corresponding to the size of the form A in advance.
11 and a frame configured by combining a plurality of vertical members 12 and horizontal members 13 made of metal such as steel or aluminum for reinforcing the plate member 11.

【0015】即ち、2本の横部材13を型枠Aの上下両端
に対応する部分に配置すると共に4本の縦部材12を型枠
Aの左右両端及び中間に配置し、これ等の縦部材12と横
部材13を夫々溶接等の手段で接合して梯子状の枠を形成
し、この枠の一方の面にプレート材11を溶接等の手段で
縦部材12,横部材13に接合することで金属枠体1を構成
している。
That is, the two horizontal members 13 are arranged at the portions corresponding to the upper and lower ends of the form A, and the four vertical members 12 are arranged at the left and right ends and in the middle of the form A. 12 and the transverse member 13 are joined together by means such as welding to form a ladder-shaped frame, and the plate material 11 is joined to the vertical member 12 and the transverse member 13 by means such as welding on one surface of this frame. The metal frame 1 is composed of.

【0016】縦部材12は重量に比較して剛性の高いもの
が好ましい。このような形状を有するものとして、図3
(a)に示すハット型,同図(b)に示す脚付台形型,
同図(c)に示すT字型及び角パイプ等があり、これ等
の材料を選択的に用いることが可能である。
The vertical member 12 preferably has a high rigidity as compared with its weight. As shown in FIG.
The hat type shown in (a), the trapezoid type with legs shown in FIG.
There are T-shaped and square pipes shown in FIG. 7C, and these materials can be selectively used.

【0017】また横部材13としては、アングル材或いは
チャンネル材を用いることが可能である。特に、本実施
例の型枠Aでは合成樹脂板2の周縁を金属枠体1の端面
に結合し得るように構成するため、横部材13として前記
型材を用いることが好ましい。
As the lateral member 13, an angle member or a channel member can be used. In particular, in the form A of this embodiment, since the peripheral edge of the synthetic resin plate 2 can be joined to the end face of the metal frame 1, it is preferable to use the form material as the lateral member 13.

【0018】プレート材11の縦部材12と横部材13によっ
て囲まれた部分には開口11aが形成されている。この開
口11aは、コンクリートを打設したとき、該コンクリー
ト面を視認して該面の良否を判断するためのものであ
る。また開口11aの形状は必ずしも矩形である必要はな
く、図5に示すように、長円形の開口11aであっても良
い。
An opening 11a is formed in a portion of the plate material 11 surrounded by the vertical member 12 and the horizontal member 13. The opening 11a is for visually recognizing the concrete surface when the concrete is poured, and for judging the quality of the surface. The shape of the opening 11a does not necessarily have to be rectangular, and may be an elliptical opening 11a as shown in FIG.

【0019】合成樹脂板2は適度な耐熱性,耐薬品性,
耐候性,耐磨耗性,耐衝撃性,剥離性及び機械的強度を
有するものであれば良く、特に材質を限定するものでは
ない。また金属枠体1に開口11aを形成した場合には透
明性の高いものを用いることが好ましい。このような合
成樹脂として、ポリカーボネート,ポリプロピレン,ア
クリル,ポリ塩化ビニール等がある。そして合成樹脂板
2として前記合成樹脂からなる板を用いることで、外部
からコンクリート面の打設状況を把握することが可能で
ある。
The synthetic resin plate 2 has appropriate heat resistance and chemical resistance,
Any material may be used as long as it has weather resistance, abrasion resistance, impact resistance, peelability and mechanical strength, and the material is not particularly limited. Further, when the opening 11a is formed in the metal frame body 1, it is preferable to use one having high transparency. Examples of such synthetic resin include polycarbonate, polypropylene, acrylic, polyvinyl chloride and the like. By using a plate made of the above synthetic resin as the synthetic resin plate 2, it is possible to grasp the placing condition of the concrete surface from the outside.

【0020】合成樹脂板2は金属枠体1に対し着脱可能
に結合されている。この結合方式としては、図4に示す
ように種々のものがある。即ち、同図(a)は合成樹脂
板2を皿ビス21を用いて金属枠体1に結合させたもので
ある。この場合、皿ビス21がコンクリート打設面に配置
されることとなり、コンクリート面に対する皿ビス21の
転写,皿ビス21の周囲へのコンクリートの付着等の問題
が想定される。然し、皿ビス21をパテ等によってコーキ
ングすることで前記問題を回避することが可能である。
The synthetic resin plate 2 is detachably connected to the metal frame 1. There are various coupling methods as shown in FIG. That is, FIG. 1A shows the synthetic resin plate 2 coupled to the metal frame 1 by using the countersunk screw 21. In this case, the dish screw 21 is arranged on the concrete placing surface, and problems such as transfer of the dish screw 21 to the concrete surface and adhesion of concrete around the dish screw 21 are expected. However, it is possible to avoid the problem by caulking the plate screw 21 with putty or the like.

【0021】合成樹脂板2の金属枠体1に対する着脱の
容易さを考慮した場合、結合部を金属枠体1の端面に設
けることが好ましい。このため、合成樹脂板2の対向す
る2辺(上下方向の2辺或いは左右方向の2辺)を延長
させて延長部2aを形成し、この延長部2aを金属枠体
1の上下方向或いは左右方向の端面に結合するように構
成されている。本実施例では、合成樹脂板2の上下方向
の2辺を延長して延長部2aを形成し、これ等の延長部
を金属枠体1の横部材13の端面に結合させている。
Considering the ease of attachment / detachment of the synthetic resin plate 2 to / from the metal frame 1, it is preferable to provide the connecting portion on the end surface of the metal frame 1. For this reason, two opposite sides (two sides in the vertical direction or two sides in the horizontal direction) of the synthetic resin plate 2 are extended to form an extension portion 2a, and the extension portion 2a is formed in the vertical direction or the left / right direction of the metal frame body 1. Is configured to be joined to the end face in the direction. In this embodiment, two sides in the vertical direction of the synthetic resin plate 2 are extended to form extension portions 2a, and these extension portions are joined to the end surface of the lateral member 13 of the metal frame body 1.

【0022】図4(b)〜(e)は合成樹脂板2の延長
部2aを金属枠体1に結合する方式を説明する図であ
る。同図(b)は、延長部2aに所定の間隔でタップ穴
を形成し、金属枠体1の横部材13にタップ穴のピッチと
等しい間隔でビス穴を形成し、両者を一致させてビス22
によって結合させたものである。
FIGS. 4 (b) to 4 (e) are views for explaining a method of connecting the extension 2a of the synthetic resin plate 2 to the metal frame 1. As shown in FIG. In the same figure (b), tap holes are formed at a predetermined interval in the extension 2a, and screw holes are formed in the lateral member 13 of the metal frame 1 at intervals equal to the pitch of the tap holes. twenty two
Are combined by.

【0023】同図(c)は、金属枠体1の横部材13に合
成樹脂板2の延長部2aを嵌合させることが可能な溝14
を形成する取付部材15を固着すると共に該取付部材15の
上面に所定の間隔で穴15aを形成し、合成樹脂板2の延
長部2aには前記穴15aと等しい間隔で突起2bを形成
し、この延長部2aを溝14に嵌合させて突起2bを穴15
aに嵌合させて結合させたものである。
FIG. 1C shows a groove 14 in which the extension 2a of the synthetic resin plate 2 can be fitted to the lateral member 13 of the metal frame 1.
The mounting member 15 for forming the above is fixed, holes 15a are formed at predetermined intervals on the upper surface of the mounting member 15, and projections 2b are formed in the extension portion 2a of the synthetic resin plate 2 at intervals equal to the holes 15a. The extension 2a is fitted in the groove 14 so that the protrusion 2b is formed in the hole 15.
It is fitted to and joined with a.

【0024】同図(d)は、金属枠体1の横部材13に上
記構成と同様な取付部材15を固着すると共に上記穴15a
に代えてタップ穴15bを形成し、合成樹脂板2の延長部
2aを溝14に嵌合させてビス22によって結合させたもの
である。
In FIG. 3D, a mounting member 15 similar to the above-mentioned structure is fixed to the lateral member 13 of the metal frame 1 and the hole 15a is formed.
Instead of this, a tap hole 15b is formed, and the extension 2a of the synthetic resin plate 2 is fitted into the groove 14 and is joined by a screw 22.

【0025】同図(e)は、金属枠体1の横部材13に上
記構成と同様な取付部材15を固着すると共に上記穴15a
に代えて弾性を持った係合片15cを形成し、合成樹脂板
2の延長部2aを溝14に嵌合させて該延長部2aに形成
した突起2bを係合片15cに係合させて結合させたもの
である。
In FIG. 1E, a mounting member 15 similar to the above-described structure is fixed to the lateral member 13 of the metal frame 1 and the hole 15a is formed.
Instead, an elastic engaging piece 15c is formed, and the extension 2a of the synthetic resin plate 2 is fitted into the groove 14 so that the projection 2b formed on the extension 2a is engaged with the engaging piece 15c. It is a combination.

【0026】上記の如く構成された型枠Aは、コンクリ
ートとの接触面が合成樹脂板2となり平滑で剥離性が良
い。また型枠Aとしての強度は金属枠体1によって保証
することが可能であり、且つ鋼製型枠の如く表面に対す
る剥離剤の塗布を必要とせずに作業性を向上させること
が可能である。
In the mold A constructed as described above, the contact surface with the concrete is the synthetic resin plate 2, which is smooth and has good peelability. Further, the strength of the mold A can be guaranteed by the metal frame 1, and the workability can be improved without the need to apply a release agent to the surface unlike the steel mold.

【0027】前述の実施例では、金属枠体1を縦部材12
及び横部材13からなる枠に開口11aを形成したプレート
材11を結合して形成したが、図6に示すように、金属枠
体1を高い強度をもって製作し、且つ合成樹脂板2を充
分に高い強度を有する材料を採用することで、プレート
材11を用いることなく型枠Aを構成することも可能であ
る。
In the above-described embodiment, the metal frame 1 is attached to the vertical member 12
The plate member 11 having the opening 11a formed in the frame composed of the horizontal member 13 and the horizontal member 13 is joined to the frame member. However, as shown in FIG. 6, the metal frame body 1 is manufactured with high strength and the synthetic resin plate 2 is sufficiently formed. By using a material having high strength, it is possible to form the form A without using the plate material 11.

【0028】型枠Aの左右方向の一方側(図1に於ける
左側)にはU字状に形成された複数のクランプ31が上下
方向に配置され、型枠Aの左右方向に平行に摺動可能に
且つ型枠Aの裏面側で回動可能に取り付けられている。
A plurality of U-shaped clamps 31 are vertically arranged on one side of the mold A in the left-right direction (left side in FIG. 1) and are slid in parallel to the left-right direction of the form A. It is attached so as to be movable and rotatable on the back side of the form A.

【0029】クランプ31は軸部31aとフック部31bとか
らなり、複数の型枠Aを長手方向に連設させて各型枠A
の両端に配置された縦部材12を互いに当接させた後、軸
部31aを型枠Aから突出させて隣接する型枠Aの縦部材
12に形成された図示しない穴に挿通させると共にフック
部31bを夫々の縦部材12を跨ぐように対向させ、次いで
該フック部31bを回動させることで2つの縦部材12を挟
持して固着するものである。
The clamp 31 is composed of a shaft portion 31a and a hook portion 31b, and a plurality of molds A are continuously arranged in the longitudinal direction to form each mold A.
After abutting the vertical members 12 arranged at both ends of the mold, the shaft members 31a are protruded from the mold A and the vertical members of the adjacent mold A are adjacent to each other.
The two vertical members 12 are sandwiched and fixed by inserting them into holes (not shown) formed in 12 and facing the hook portions 31b so as to straddle the respective vertical members 12, and then rotating the hook portions 31b. It is a thing.

【0030】次に、上記型枠Aを連接させて建物の基礎
を構築する型枠Bを構成する際の手順について図7,図
8により説明する。
Next, a procedure for constructing the form B for constructing a building foundation by connecting the form A to each other will be described with reference to FIGS. 7 and 8.

【0031】複数の型枠Aを長手方向に連設させると共
に対向させて配置し、隣接する型枠Aをクランプ31によ
って互いに固定し、且つ対向する型枠Aの上下方向の両
端を複数の連結部材32によって連結する。これにより、
対向して配置された型枠Aは互いの離隔距離を保持す
る。
A plurality of molds A are arranged in a row in the longitudinal direction and arranged so as to face each other, adjacent molds A are fixed to each other by a clamp 31, and the vertical ends of the opposite molds A are connected to each other. The members 32 are connected. This allows
The molds A arranged so as to face each other maintain a separation distance from each other.

【0032】複数の型枠Aを対向させて配置するに際
し、これ等の型枠Aを連結部材32を取り付けたベースピ
ース33上に載置することが好ましい。連結部材32は可撓
性を有する比較的薄い鋼板等によって構成され、長手方
向の両端に型枠Aの上下両端に配置された横部材13と係
合して連結する爪状の連結部32aが形成されている。こ
の連結部32aは型枠Aの横部材13と対向して折り曲げら
れることで、対向する型枠Aを連結する機能を有するも
のである。
When arranging a plurality of molds A facing each other, it is preferable to place these molds A on the base piece 33 to which the connecting member 32 is attached. The connecting member 32 is made of a relatively thin steel plate having flexibility, and has claw-shaped connecting portions 32a for engaging and connecting with the lateral members 13 arranged at the upper and lower ends of the form A at both ends in the longitudinal direction. Has been formed. The connecting portion 32a has a function of connecting the facing form A by being bent so as to face the lateral member 13 of the form A.

【0033】またベースピース33は図示しない鉄筋を通
す空間を有するピース状に形成され、基礎を構築する際
には捨てコンクリート上に所定のピッチで配置される。
Further, the base piece 33 is formed in a piece shape having a space (not shown) through which a reinforcing bar is passed, and when constructing the foundation, it is arranged at a predetermined pitch on waste concrete.

【0034】[0034]

【発明の効果】以上詳細に説明したように本発明に係る
型枠では、金属枠体の一方の面に合成樹脂板を着脱可能
に結合させることで、合成樹脂板が劣化したり汚染した
場合には金属枠体から取り外して交換することが出来、
常に新鮮な型枠として使用することが出来る。
As described in detail above, in the mold according to the present invention, when the synthetic resin plate is detachably coupled to one surface of the metal frame, the synthetic resin plate is deteriorated or contaminated. Can be removed from the metal frame and replaced,
It can always be used as a fresh formwork.

【0035】合成樹脂板の金属枠体に対する結合部位を
該枠体の端面に設定した場合には、コンクリート面に対
し取付用のビスが露出することがなく、コンクリート面
を補修したり、ビスにコンクリートが付着することがな
い。このため、合成樹脂板を交換する作業を容易に実施
することが出来る。
When the connecting portion of the synthetic resin plate to the metal frame is set on the end face of the frame, the mounting screws are not exposed to the concrete surface, and the concrete surface is repaired or screwed. No concrete adheres. Therefore, the work of replacing the synthetic resin plate can be easily performed.

【0036】また型枠の一方側にクランプを設けること
によって複数の型枠を配置して隣接する他の型枠を互い
に固着することが出来る。また対向して配置された型枠
を連結部材によって連結することで、固定用セパレータ
ーを必要としない。このため、コンクリート面の補修が
不要となり、作業性の向上をはかると共に工期の短縮
化,コストの低減化をはかることが出来る等の特徴を有
するものである。
Further, by providing a clamp on one side of the mold, a plurality of molds can be arranged and other adjacent molds can be fixed to each other. Further, since the molds arranged so as to face each other are connected by the connecting member, the fixing separator is not required. Therefore, the concrete surface is not required to be repaired, and the workability can be improved, and the construction period and cost can be shortened.

【図面の簡単な説明】[Brief description of drawings]

【図1】型枠の構成を説明する図である。FIG. 1 is a diagram illustrating a configuration of a mold.

【図2】図1のII−II断面図である。FIG. 2 is a sectional view taken along line II-II of FIG.

【図3】枠体の補強リブの形状の例を説明する図であ
る。
FIG. 3 is a diagram illustrating an example of a shape of a reinforcing rib of a frame body.

【図4】合成樹脂板を枠体に結合する構成を説明する図
である。
FIG. 4 is a diagram illustrating a configuration in which a synthetic resin plate is coupled to a frame body.

【図5】型枠に形成した開口の形状を説明する図であ
る。
FIG. 5 is a diagram illustrating a shape of an opening formed in a mold.

【図6】型枠の他の例を説明する図である。FIG. 6 is a diagram illustrating another example of the formwork.

【図7】本実施例に係る型枠を連設した状態を説明する
斜視図である。
FIG. 7 is a perspective view illustrating a state in which molds according to the present embodiment are continuously provided.

【図8】型枠装置を設置する際の展開図である。FIG. 8 is a development view when the formwork apparatus is installed.

【符号の説明】[Explanation of symbols]

A,B 型枠 1 金属枠体 2 合成樹脂板 2a 延長部 2b 突起 11 プレート材 11a 開口 12 縦部材 13 横部材 14 溝 15 取付部材 15a 穴 15b タップ穴 15c 係合片 21 皿ビス 22 ビス 31 クランプ 31a 軸部 31b フック部 32 連結部材 32a 連結部 33 ベースピース A, B Formwork 1 Metal frame 2 Synthetic resin plate 2a Extension 2b Protrusion 11 Plate material 11a Opening 12 Vertical member 13 Horizontal member 14 Groove 15 Mounting member 15a Hole 15b Tap hole 15c Engaging piece 21 Plate screw 22 Screw 31 Clamp 31a Shaft 31b Hook 32 Connection member 32a Connection 33 Base piece

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 矩形状の金属枠体の一方の面に合成樹脂
板を結合させた複合型枠に於いて、合成樹脂板を金属枠
体に対し着脱可能に結合させたことを特徴とした複合型
枠。
1. A composite form frame in which a synthetic resin plate is bonded to one surface of a rectangular metal frame body, wherein the synthetic resin plate is detachably connected to the metal frame body. Composite formwork.
【請求項2】 前記合成樹脂板の対向する少なくとも一
対の周縁部を前記金属型枠の端面まで延長し、該延長部
分を金属枠体の端面に結合させることを特徴とした請求
項1記載の複合型枠。
2. The at least one pair of opposing peripheral edges of the synthetic resin plate are extended to the end face of the metal form, and the extended portions are joined to the end face of the metal frame. Composite formwork.
【請求項3】 請求項1又は2記載の複合型枠を複数枚
平行して連結し、平行する複合型枠の上端部間と下端部
間を連結部材で結合してなるコンクリート用の複合型枠
結合装置。
3. A composite mold for concrete, wherein a plurality of the composite molds according to claim 1 or 2 are connected in parallel and the upper and lower ends of the parallel composite molds are connected by a connecting member. Frame joining device.
JP29608994A 1994-11-30 1994-11-30 Combined form, and connecting device therefor Withdrawn JPH08151788A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29608994A JPH08151788A (en) 1994-11-30 1994-11-30 Combined form, and connecting device therefor

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29608994A JPH08151788A (en) 1994-11-30 1994-11-30 Combined form, and connecting device therefor

Publications (1)

Publication Number Publication Date
JPH08151788A true JPH08151788A (en) 1996-06-11

Family

ID=17828983

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29608994A Withdrawn JPH08151788A (en) 1994-11-30 1994-11-30 Combined form, and connecting device therefor

Country Status (1)

Country Link
JP (1) JPH08151788A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002022991A1 (en) * 2000-09-18 2002-03-21 Vapla, S.A. Improved forming device
WO2012058696A3 (en) * 2010-10-29 2012-07-05 Fuvi Mechanical Technology Company Limited Structure of a reinforced formwork panel
JP2015001139A (en) * 2013-06-18 2015-01-05 鹿島建設株式会社 Mobile formwork and construction method of concrete structure
WO2021246157A1 (en) * 2020-06-01 2021-12-09 積水ハウス株式会社 Foundation mold

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2002022991A1 (en) * 2000-09-18 2002-03-21 Vapla, S.A. Improved forming device
WO2012058696A3 (en) * 2010-10-29 2012-07-05 Fuvi Mechanical Technology Company Limited Structure of a reinforced formwork panel
JP2015001139A (en) * 2013-06-18 2015-01-05 鹿島建設株式会社 Mobile formwork and construction method of concrete structure
WO2021246157A1 (en) * 2020-06-01 2021-12-09 積水ハウス株式会社 Foundation mold
GB2611240A (en) * 2020-06-01 2023-03-29 Sekisui House Kk Foundation mold

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Effective date: 20020205