JP2008291436A - Concrete placing form, structure using it, and construction method for the structure - Google Patents

Concrete placing form, structure using it, and construction method for the structure Download PDF

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JP2008291436A
JP2008291436A JP2007135273A JP2007135273A JP2008291436A JP 2008291436 A JP2008291436 A JP 2008291436A JP 2007135273 A JP2007135273 A JP 2007135273A JP 2007135273 A JP2007135273 A JP 2007135273A JP 2008291436 A JP2008291436 A JP 2008291436A
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concrete
formwork
panel
formwork panel
partition frame
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JP5033478B2 (en
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Mitsuru Tomita
富田満
Mutsuhiro Nishizawa
西澤睦博
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Free Kogyo KK
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Free Kogyo KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a concrete placing form which enables the construction of a concrete structure without the application of facing to a surface or a deterioration in beauty. <P>SOLUTION: Characteristically, this concrete placing form comprises: a form panel which is composed of a rectangular plate body provided with a plurality of openings capable of holding the placed concrete, and a frame body provided around the plate body; a partition frame which is arranged in the state of facing the form panel; and a supporting body for connecting the form panel and the partition frame together. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明はコンクリート打設用の残存型枠及びそれを用いた構造物、構造物の施工方法に関する。   The present invention relates to a residual formwork for placing concrete, a structure using the same, and a construction method for the structure.

従来、コンクリート製の擁壁、砂防ダム等の構造物を構築する際には、コンクリート打設時に型枠として使用し、コンクリート固化後にその表面に残存する残存型枠が使用されている。
残存型枠には、表面を擬石化したコンクリート製のパネルが用いられる。
その他にも、金属やコンクリート製の平板の残存型枠本体に、表面を擬石化した化粧パネルを取り付けて、構造物を構築する方法が知られている。
Conventionally, when constructing a structure such as a concrete retaining wall or a sabo dam, a remaining formwork that is used as a formwork at the time of placing concrete and remains on the surface after the concrete is solidified is used.
For the remaining formwork, a concrete panel whose surface has been pseudomorphized is used.
In addition, there is known a method for constructing a structure by attaching a decorative panel whose surface is pseudo-lithiated to a remaining mold body of a flat plate made of metal or concrete.

しかし、従来の残存型枠を用いた構造物の構築方法には、以下の問題があった。
<1>残存型枠表面に別途化粧パネルを取り付けるため、製造コスト・施工コストが高くなってしまう。
<2>コンクリート製の残存型枠は重量が大きいため、運搬効率や施工効率が悪く、施工コストが高くなってしまう。
<3>表面を化粧化仕上げしないものは美観性に劣るため、人目につかない場所等、使用箇所が制限されてしまう。
However, the conventional construction method using the remaining formwork has the following problems.
<1> Since a decorative panel is separately attached to the surface of the remaining mold, manufacturing costs and construction costs increase.
<2> Since the residual formwork made of concrete is heavy, the transportation efficiency and construction efficiency are poor, and the construction cost becomes high.
<3> Those whose surface is not finished with cosmetics are inferior in aesthetics, and therefore, places where they can be used, such as places that are not visible to the public, are limited.

本発明の目的は、表面を化粧化仕上げすることなく、美観を損なわずにコンクリート構造物を構築できるコンクリート打設用型枠及びこれを用いた構造物、構造物の構築方法を提供することを目的とする。   SUMMARY OF THE INVENTION An object of the present invention is to provide a concrete casting form that can construct a concrete structure without making a cosmetic finish on the surface without impairing the aesthetics, a structure using the same, and a method for constructing the structure. Objective.

上記目的を達成するためになされた本願の第1発明は、打設したコンクリートを保持可能な複数の開口部を設けた矩形の板体と、前記板体の周囲に設けた枠体と、からなる型枠パネルと、前記型枠パネルと向き合うように配置した仕切枠と、前記型枠パネルと仕切枠とを連結する支持体と、からなることを特徴とする、コンクリート打設用型枠を提供するものである。
また、本願の第2発明は、本願の第1発明のコンクリート打設用型枠において、前記型枠パネルの板体に凹部と凸部とを設けたことを特徴とする、コンクリート打設用型枠を提供するものである。
また、本願の第3発明は、本願の第1発明又は第2発明のコンクリート型枠において、前記型枠パネルの枠体の上面に複数個の係止凸部を、型枠パネルの幅方向に等間隔に設け、前記型枠パネルの枠体の下面の、前記係止凸部と対向する位置に、複数個の係止孔を設けたことを特徴とする、コンクリート打設用型枠を提供するものである。
また、本願の第4発明は、本願の第1発明乃至第3発明のいずれかのコンクリート打設用型枠において、前記型枠パネルと向き合うように配置した複数枚の仕切枠と、前記複数枚の仕切枠を連結する支持体と、を有することを特徴とする、コンクリート打設用型枠を提供するものである。
また、本願の第5発明は、打設したコンクリートを保持可能な複数の開口部を設けた矩形の板体からなる型枠パネルと、前記型枠パネルと向き合うように配置した仕切枠と、前記型枠パネルと仕切枠とを連結する支持体と、からなるコンクリート打設用型枠によって形成した残存型枠部と、前記残存型枠部の、型枠パネルと仕切枠との間に充填したコンクリートと、からなることを特徴とする、コンクリート構造物を提供するものである。
また、本願の第6発明は、打設したコンクリートを保持可能な複数の開口部を設けた矩形の板体からなる型枠パネルと、前記型枠パネルと向き合うように配置した仕切枠と、前記型枠パネルと仕切枠とを連結する支持体と、からなるコンクリート打設用型枠によって残存型枠部を形成する残存型枠部形成工程と、前記残存型枠部の、型枠パネルと仕切枠との間にコンクリートを打設するコンクリート打設工程と、からなることを特徴とする、コンクリート構造物の施工方法を提供するものである。
The first invention of the present application made to achieve the above object comprises a rectangular plate provided with a plurality of openings capable of holding the placed concrete, and a frame provided around the plate. A formwork panel for concrete placement, comprising: a formwork panel comprising: a partition frame disposed so as to face the formwork panel; and a support for connecting the formwork panel and the partition frame. It is to provide.
Further, the second invention of the present application is the concrete casting mold according to the first invention of the present application, wherein the plate of the mold panel is provided with a concave portion and a convex portion. It provides a frame.
The third invention of the present application is the concrete mold of the first or second invention of the present application, wherein a plurality of locking projections are provided on the upper surface of the frame of the mold panel in the width direction of the mold panel. Providing a formwork for placing concrete, provided with a plurality of locking holes provided at equal intervals and at positions on the lower surface of the frame body of the formwork panel facing the locking projections. To do.
According to a fourth invention of the present application, in the concrete placement form according to any one of the first to third inventions of the present application, a plurality of partition frames arranged to face the formwork panel, and the plurality of sheets And a support for connecting the partition frames. A concrete casting form is provided.
Further, the fifth invention of the present application is a formwork panel made of a rectangular plate provided with a plurality of openings capable of holding the placed concrete, a partition frame arranged to face the formwork panel, A support for connecting the formwork panel and the partition frame, and a residual formwork portion formed by a concrete casting formwork, and the space between the formwork panel and the partition frame of the residual formwork portion is filled. The present invention provides a concrete structure characterized by comprising concrete.
Further, the sixth invention of the present application includes a formwork panel formed of a rectangular plate body provided with a plurality of openings capable of holding the placed concrete, a partition frame disposed so as to face the formwork panel, A support for connecting the formwork panel and the partition frame, a residual formwork part forming step of forming a residual formwork part by the concrete casting formwork, and the formwork panel and partition of the residual formwork part The present invention provides a method for constructing a concrete structure, characterized by comprising a concrete placing step for placing concrete between frames.

本発明は、上記した課題を解決するための手段により、次のような効果の少なくとも一つを得ることができる。
<1>型枠の表面に凹部と凸部とを設け自然石様に形成することにより、構造物構築時に化粧化仕上げが不要となり、美観性が増し、施工効率が向上する。
<2>型枠を軽量な板体により構成するため、運搬効率や施工効率が向上し、施工コストを低減することができる。
<3>型枠表面に設けた凹凸により、構造物構築時、コンクリートの重量等の型枠に作用する力が分散するため、強度の高い型枠を構成することができる。
<4>型枠の上面に設けた係止凸部と、下面に設けた係止孔とにより、上下方向に複数のコンクリート打設用型枠を多段に、正確に組み上げて、コンクリート構造物を施工することができる。
<5>木製パネル等を使用した従来からの施工方法に比べて、仮設材が不要であり、型枠の解体作業がないため、大幅な工事短縮が可能である。
<6>型枠に木材を使用しないため、山地保全と環境保全に貢献することができる。
The present invention can obtain at least one of the following effects by means for solving the above-described problems.
<1> By forming the concave and convex portions on the surface of the formwork and forming them in a natural stone shape, no cosmetic finish is required at the time of constructing the structure, the aesthetics are increased, and the construction efficiency is improved.
<2> Since the mold is composed of a lightweight plate, the transportation efficiency and the construction efficiency can be improved, and the construction cost can be reduced.
<3> The unevenness provided on the surface of the formwork disperses forces acting on the formwork, such as the weight of concrete, at the time of constructing the structure, so that a formwork with high strength can be configured.
<4> A concrete structure is assembled by accurately assembling a plurality of concrete placement molds in multiple directions in the vertical direction by means of the locking projections provided on the upper surface of the mold and the locking holes provided on the lower surface. Can be constructed.
<5> Compared to conventional construction methods using wooden panels and the like, there is no need for temporary materials, and there is no work to dismantle the formwork, so that the construction can be greatly shortened.
<6> Since wood is not used in the formwork, it can contribute to mountain conservation and environmental conservation.

以下、図面を参照しながら本発明の実施の形態について説明する。   Hereinafter, embodiments of the present invention will be described with reference to the drawings.

(1)コンクリート打設用型枠の構成
本発明のコンクリート打設用型枠10は、図1に示すように、型枠パネル20と、型枠パネル20に対向するように背面に配置した仕切枠30と、型枠パネル20と仕切枠30とを連結する支持体40と、により構成する。
(1) Configuration of Concrete Placing Form As shown in FIG. 1, the concrete casting form 10 of the present invention has a form panel 20 and a partition disposed on the back so as to face the form panel 20. The frame 30 and the support body 40 which connects the formwork panel 20 and the partition frame 30 are comprised.

<1>型枠パネル
型枠パネル20は、コンクリート打設時に型枠となり、コンクリート固化後にその表面に残存する部材であり、多数の孔を有する板体21と、板体の周囲に設けた枠体22と、により構成する。
<1> Formwork Panel The formwork panel 20 is a member that becomes a formwork when casting concrete and remains on the surface after the concrete is solidified. The plate body 21 having a large number of holes and a frame provided around the plate body And a body 22.

板体21は、鋼製の矩形の平板に、打設したコンクリートを保持可能な開口部211を複数設け、多孔性の板体に形成したものである。
図2に示すように、開口部211は、傾斜部211a及び連結部211bで包囲されている。傾斜部211aは、上方に向かって次第に外側に傾斜して形成されており、連結部211bは、これらの隣接する傾斜部211a群を前後にずらしてそれぞれ連結するものである。
The plate body 21 is formed in a porous plate body by providing a plurality of openings 211 capable of holding the placed concrete on a steel rectangular flat plate.
As shown in FIG. 2, the opening 211 is surrounded by an inclined portion 211a and a connecting portion 211b. The inclined portion 211a is formed to be gradually inclined outward toward the upper side, and the connecting portion 211b connects these adjacent inclined portion 211a groups by shifting them forward and backward.

そして、このような傾斜部211a及び連結部211bにより包囲される開口部211は、受け口状かつ多段的に開口され、型枠パネル20の背面に打設したコンクリートCが流出しないように構成されている。開口部211は、鋼板に同一方向の多数のスリットを入れて伸ばした後、傾斜部211aをプレスして起こして作製することができる。
また、板体22にはプレス加工等により表面になだらかな凹部212と凸部213とを設け、自然石様な形態とする。
And the opening part 211 enclosed by such an inclination part 211a and the connection part 211b is formed so that the concrete C set | placed on the back surface of the formwork panel 20 may not flow out, and it is opened like a receptacle. Yes. The opening 211 can be produced by inserting and extending a large number of slits in the same direction in the steel sheet and then pressing and raising the inclined portion 211a.
Further, the plate 22 is provided with gentle concave portions 212 and convex portions 213 on the surface by press working or the like, and has a natural stone shape.

枠体22は、構造物構築時に型枠パネル20に作用するコンクリートの重量等によって板体21が変形しないように、板体21の周囲に設けるものであり、鋼材や木材等を組み合わせて構成する。
型枠パネル20の周囲に設けた枠体22のうち、上側と下側に配置した枠体22a、22bには、それぞれ対応する位置に、上側の枠体22aには係止凸部23を、下側の枠体22bには係止孔24を、複数個設ける。
係止凸部23及び係止孔24は、型枠パネル20の幅方向に等間隔に設けることもできる。
The frame body 22 is provided around the plate body 21 so that the plate body 21 is not deformed by the weight of concrete acting on the formwork panel 20 during construction of the structure, and is configured by combining steel materials, wood, and the like. .
Among the frame bodies 22 provided around the formwork panel 20, the frame bodies 22a and 22b arranged on the upper side and the lower side are respectively located at corresponding positions, and the upper frame body 22a is provided with a locking projection 23. A plurality of locking holes 24 are provided in the lower frame body 22b.
The locking projections 23 and the locking holes 24 can also be provided at equal intervals in the width direction of the formwork panel 20.

<2>仕切枠
仕切枠30は、型枠パネル20に対向するように背面に配置される部材である。
仕切枠30は、金属製の波型板や平板によって構成され、型枠パネル20の背面に打設したコンクリートが流出するのを防止する。
<2> Partition Frame The partition frame 30 is a member disposed on the back surface so as to face the formwork panel 20.
The partition frame 30 is configured by a metal corrugated plate or flat plate, and prevents the concrete placed on the back surface of the mold panel 20 from flowing out.

<3>支持体
支持体40は、型枠パネル20と仕切枠30とを所定の間隔離して連結する部材である。
支持体40は、鉄筋やセパレータ等の棒状の部材であり、一端を型枠パネル20に、他端を仕切枠30に、螺着や溶接等の公知の方法により取り付ける。
<3> Support The support 40 is a member that connects the formwork panel 20 and the partition frame 30 with a predetermined separation.
The support 40 is a rod-shaped member such as a reinforcing bar or a separator, and is attached to the mold panel 20 at one end and to the partition frame 30 at the other end by a known method such as screwing or welding.

コンクリート打設用型枠10は、型枠パネル20と仕切枠30とを所定の間隔離した状態で支持体40により連結して構成するため、コンクリート打設用型枠20は自立する。
また、コンクリート打設用型枠10は、板体からなる型枠パネル20と、同じく板体からなる仕切枠30とによって構成するため、軽量で運搬や施工時の配置が容易となる。
Since the concrete casting form 10 is configured by connecting the form panel 20 and the partition frame 30 with the support body 40 in a state where they are separated from each other by a predetermined distance, the concrete placing form 20 is self-supporting.
Moreover, since the concrete casting form 10 is comprised by the formwork panel 20 which consists of a board | plate body, and the partition frame 30 which also consists of a board body, the arrangement | positioning at the time of conveyance and construction becomes easy.

(2)施工方法
次に、図3乃至図5を用いて、コンクリート打設用型枠10を使用した、コンクリート構造物の施工方法について説明する。
(2) Construction method Next, the construction method of a concrete structure using the concrete placement form 10 is demonstrated using FIG. 3 thru | or FIG.

<1>型枠組み上げ
図3に示すように、コンクリート打設用型枠10を組み上げて接続し、残存型枠部11を構築する。
残存型枠11の下部には、構築するコンクリート構造物の形状に合わせて、基礎50をあらかじめ形成しておいてもよい。
コンクリート型枠10は自立式であり、軽量であるため運搬、施工が容易である。
図4に示すように、残存型枠部11は、上側のコンクリート打設用型枠10aの下面に等間隔に設けた係止孔24に、下側のコンクリート打設用型枠10bの上面に同様に等間隔に設けた係止凸部23を嵌入しながら、組み上げて形成していく。
係止孔24に係止凸部23を嵌入して組み上げるため、容易に位置決めしながら組み上げることができる。
<1> Raising the Formwork As shown in FIG. 3, the concrete casting form 10 is assembled and connected to construct the remaining formwork 11.
A base 50 may be formed in advance in the lower part of the remaining mold 11 in accordance with the shape of the concrete structure to be constructed.
The concrete formwork 10 is self-supporting and is light in weight so that it can be easily transported and constructed.
As shown in FIG. 4, the remaining mold part 11 is formed on the upper surface of the lower concrete casting mold 10b in the locking holes 24 provided at equal intervals on the lower surface of the upper concrete casting mold 10a. Similarly, it is assembled and formed while fitting the locking projections 23 provided at equal intervals.
Since the engaging projections 23 are fitted into the engaging holes 24 and assembled, the assembly can be performed while positioning easily.

<2>コンクリート打設
残存型枠部11を所定の高さまで組み上げた後、図3に示すように、残存型枠部11の、型枠パネル20と仕切枠30との間に、コンクリートCを打設する。
型枠パネル20の板体21の表面にはコンクリートCを保持する開口部211が開設されているため、コンクリートCが外部に漏れ出すことがなく、表面に凹凸が形成される。
<2> Placing concrete After assembling the remaining mold part 11 to a predetermined height, as shown in FIG. 3, the concrete C is placed between the mold panel 20 and the partition frame 30 of the remaining mold part 11. To cast.
Since the opening 211 for holding the concrete C is formed on the surface of the plate body 21 of the formwork panel 20, the concrete C does not leak to the outside, and irregularities are formed on the surface.

型枠パネル20の板体21の表面は、傾斜部211aによって保持された内部のコンクリートCが、開口部211から露出する形状となるため、表面がコンクリートで仕上げたような外観となる。
さらに、板体21には表面になだらかな凹部212と凸部213が設けられているため、化粧化仕上げをすることなく、自然石のような表面を有するコンクリート構造物を構築することができる。
また、型枠パネル20に設けた凹部212と凸部213とにより、コンクリート打設用型枠10やコンクリートCの重量によりかかる荷重が分散される。
The surface of the plate body 21 of the formwork panel 20 has a shape in which the concrete C held by the inclined portion 211a is exposed from the opening 211, so that the surface is finished with concrete.
Furthermore, since the plate body 21 is provided with the gentle concave portions 212 and the convex portions 213 on the surface, it is possible to construct a concrete structure having a natural stone-like surface without applying a decorative finish.
In addition, the concave portion 212 and the convex portion 213 provided in the mold panel 20 distribute the load due to the weight of the concrete casting mold 10 and the concrete C.

上記の工程を繰り返して、図5に示すようなコンクリート構造物を構築する。
残存型枠部11は、軽量なコンクリート打設用型枠10で容易に構築することができるため、重量のあるコンクリートパネルを用いて構造物を構築する場合に比べて、一度に構築するピッチ(高さ)を大きくとることができるため、短工期に施工することができる。
The above steps are repeated to construct a concrete structure as shown in FIG.
Since the remaining mold part 11 can be easily constructed with a lightweight concrete casting mold 10, the pitch (*) is constructed at a time compared to the case of constructing a structure using a heavy concrete panel. Since the height can be made large, it can be constructed in a short construction period.

[その他実施例]
残存型枠部11を、コンクリート打設用型枠10を一段で形成し、コンクリートCを打設する工程を繰り返すことにより、図6に示すような段差を有するコンクリート構造物を構築することもできる。
コンクリート打設用型枠10は自立式であるため、一段ずつ施工することも容易である。
[Other Examples]
A concrete structure having a level difference as shown in FIG. 6 can be constructed by forming the remaining formwork 11 in one stage of the concrete placement form 10 and repeating the process of placing concrete C. .
Since the concrete casting form 10 is self-supporting, it can be easily constructed step by step.

また、型枠パネル20の背面に配置する仕切枠30は、図7に示すように、所定の間隔離して、複数枚設けることもできる。仕切枠30間は支持体40により連結する。
このように構成した型枠パネル20を組み上げて残存型枠部11を形成し、型枠パネル20と仕切枠30との間にコンクリートCを打設し、コンクリートCと盛土層60との間の仕切枠30間に、粗骨材や砕石71等を充填して構造物を構築することで、排水層70を有するコンクリート構造物を容易に構築することができる。
Moreover, as shown in FIG. 7, the partition frame 30 arrange | positioned on the back surface of the formwork panel 20 can also be provided in multiple numbers separated by predetermined intervals. The partition frames 30 are connected by a support 40.
The formwork panel 20 configured in this way is assembled to form the remaining formwork part 11, concrete C is placed between the formwork panel 20 and the partition frame 30, and the space between the concrete C and the embankment layer 60 is formed. By filling the partition frame 30 with coarse aggregate, crushed stone 71, and the like to construct the structure, a concrete structure having the drainage layer 70 can be easily constructed.

また、図8に示すように、型枠20に対向して設ける仕切枠30を、型枠パネル20とすることもできる。
構築しようとする構造物の形状に合わせて、対向する型枠パネル20間の支持体40の長さを変えることにより、容易に残存型枠部11を構築することができる。
Further, as shown in FIG. 8, the partition frame 30 provided to face the mold 20 can be used as the mold panel 20.
The remaining mold part 11 can be easily constructed by changing the length of the support 40 between the opposing mold panels 20 in accordance with the shape of the structure to be constructed.

本発明のコンクリート打設用型枠の斜視図。The perspective view of the formwork for concrete placement of this invention. 型枠に設けた開口部の説明図。Explanatory drawing of the opening part provided in the mold. 本発明の残存型枠部の説明図。Explanatory drawing of the residual formwork part of this invention. 本発明の残存型枠部の斜視図。The perspective view of the residual mold part of this invention. 本発明のコンクリート構造物の説明図。Explanatory drawing of the concrete structure of this invention. 本発明のその他の実施例にかかるコンクリート構造物の説明図。Explanatory drawing of the concrete structure concerning the other Example of this invention. 本発明のその他の実施例にかかるコンクリート打設用型枠の説明図。Explanatory drawing of the mold for concrete placement concerning the other Example of this invention. 本発明のその他の実施例にかかるコンクリート打設用型枠の説明図。Explanatory drawing of the mold for concrete placement concerning the other Example of this invention.

符号の説明Explanation of symbols

10 コンクリート打設用型枠
11 残存型枠部
20 型枠パネル
21 板体
211 開口部
212 凹部
213 凸部
22 枠体
23 係止凸部
24 係止孔
30 仕切枠
40 支持体
50 土台
60 盛土層
70 排水層
DESCRIPTION OF SYMBOLS 10 Formwork for concrete placement 11 Remaining formwork part 20 Formwork panel 21 Plate body 211 Opening part 212 Recession part 213 Protrusion part 22 Frame body 23 Engagement protrusion part 24 Engagement hole 30 Partition frame 40 Support body 50 Base 60 Filling layer 70 Drainage layer

Claims (6)

打設したコンクリートを保持可能な複数の開口部を設けた矩形の板体と、前記板体の周囲に設けた枠体と、からなる型枠パネルと、
前記型枠パネルと向き合うように配置した仕切枠と、
前記型枠パネルと仕切枠とを連結する支持体と、からなることを特徴とする、
コンクリート打設用型枠。
A formwork panel comprising a rectangular plate provided with a plurality of openings capable of holding the placed concrete, and a frame provided around the plate,
A partition frame arranged to face the formwork panel;
A support for connecting the formwork panel and the partition frame,
Formwork for concrete placement.
請求項1に記載のコンクリート打設用型枠において、前記型枠パネルの板体に凹部と凸部とを設けたことを特徴とする、コンクリート打設用型枠。 2. The concrete casting form according to claim 1, wherein a concave part and a convex part are provided on the plate body of the form panel. 請求項1又は請求項2に記載のコンクリート打設用型枠において、
前記型枠パネルの枠体の上面に複数個の係止凸部を設け、
前記型枠パネルの枠体の下面の、前記係止凸部と対向する位置に、複数個の係止孔を設けたことを特徴とする、
コンクリート打設用型枠。
In the concrete casting form according to claim 1 or 2,
A plurality of locking projections are provided on the upper surface of the frame of the mold panel,
In the lower surface of the frame body of the formwork panel, a plurality of locking holes are provided at positions facing the locking projections,
Formwork for concrete placement.
請求項1乃至請求項3のいずれかに記載のコンクリート打設用型枠において、前記型枠パネルと向き合うように配置した複数枚の仕切枠と、前記複数枚の仕切枠を連結する支持体と、を有することを特徴とする、コンクリート打設用型枠。 The concrete placement form according to any one of claims 1 to 3, wherein a plurality of partition frames arranged to face the form panel, and a support body connecting the plurality of partition frames. A concrete casting form, characterized by comprising: 打設したコンクリートを保持可能な複数の開口部を設けた矩形の板体からなる型枠パネルと、前記型枠パネルと向き合うように配置した仕切枠と、前記型枠パネルと仕切枠とを連結する支持体と、からなるコンクリート打設用型枠によって形成した残存型枠部と、
前記残存型枠部の、型枠パネルと仕切枠との間に充填したコンクリートと、からなることを特徴とする、
コンクリート構造物。
A formwork panel made of a rectangular plate provided with a plurality of openings capable of holding the placed concrete, a partition frame arranged to face the formwork panel, and the formwork panel and the partition frame are connected to each other. A residual mold part formed by a concrete casting mold made of
The residual mold part is made of concrete filled between a mold panel and a partition frame,
Concrete structure.
打設したコンクリートを保持可能な複数の開口部を設けた矩形の板体からなる型枠パネルと、前記型枠パネルと向き合うように配置した仕切枠と、前記型枠パネルと仕切枠とを連結する支持体と、からなるコンクリート打設用型枠によって残存型枠部を形成する残存型枠部形成工程と、
前記残存型枠部の、型枠パネルと仕切枠との間にコンクリートを打設するコンクリート打設工程と、からなることを特徴とする、
コンクリート構造物の施工方法。
A formwork panel made of a rectangular plate provided with a plurality of openings capable of holding the placed concrete, a partition frame arranged to face the formwork panel, and the formwork panel and the partition frame are connected to each other. A residual mold part forming step of forming a residual mold part with a concrete casting mold made of
A concrete placing step of placing concrete between the formwork panel and the partition frame of the remaining formwork portion,
Construction method for concrete structures.
JP2007135273A 2007-05-22 2007-05-22 Formwork panel, concrete casting formwork, structure using the same, and method of constructing the structure Active JP5033478B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013002168A (en) * 2011-06-17 2013-01-07 Free Kogyo Kk Road construction method
JP2013204241A (en) * 2012-03-27 2013-10-07 Free Kogyo Kk Structure and construction method of underwater structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0411163A (en) * 1990-04-27 1992-01-16 Shoya Suzuki Concrete mold
JPH05112956A (en) * 1991-10-22 1993-05-07 Nippon Purafuoomu Kk Construction of concrete wall and left-in place form therefor
JPH07268886A (en) * 1994-04-01 1995-10-17 Matsuoka Concrete Kogyo Kk Constructing method of concrete structure
JPH1150475A (en) * 1997-07-30 1999-02-23 Free Kogyo Kk Execution of concrete structure and form plate
JP2002188162A (en) * 2000-12-18 2002-07-05 Masao Sugiyama Buried form with cement panel or vegetation material
JP2004143881A (en) * 2002-10-28 2004-05-20 Toyoko Techno Plan Kk Residual porous frame for form, concrete building frame, and construction method of concrete building frame

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0411163A (en) * 1990-04-27 1992-01-16 Shoya Suzuki Concrete mold
JPH05112956A (en) * 1991-10-22 1993-05-07 Nippon Purafuoomu Kk Construction of concrete wall and left-in place form therefor
JPH07268886A (en) * 1994-04-01 1995-10-17 Matsuoka Concrete Kogyo Kk Constructing method of concrete structure
JPH1150475A (en) * 1997-07-30 1999-02-23 Free Kogyo Kk Execution of concrete structure and form plate
JP2002188162A (en) * 2000-12-18 2002-07-05 Masao Sugiyama Buried form with cement panel or vegetation material
JP2004143881A (en) * 2002-10-28 2004-05-20 Toyoko Techno Plan Kk Residual porous frame for form, concrete building frame, and construction method of concrete building frame

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013002168A (en) * 2011-06-17 2013-01-07 Free Kogyo Kk Road construction method
JP2013204241A (en) * 2012-03-27 2013-10-07 Free Kogyo Kk Structure and construction method of underwater structure

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