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JP3843539B2 - Discarded formwork - Google Patents
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JP3843539B2 - Discarded formwork - Google Patents

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Publication number
JP3843539B2
JP3843539B2 JP12810597A JP12810597A JP3843539B2 JP 3843539 B2 JP3843539 B2 JP 3843539B2 JP 12810597 A JP12810597 A JP 12810597A JP 12810597 A JP12810597 A JP 12810597A JP 3843539 B2 JP3843539 B2 JP 3843539B2
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Japan
Prior art keywords
discarded
rear surface
concrete
frame material
plastic plate
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JP12810597A
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Japanese (ja)
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JPH10299010A (en
Inventor
譲二 日野林
武治 久保田
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Takiron Co Ltd
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Takiron Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、良好な排水性を備えたコンクリ−トの捨て型枠材に関する。
【0002】
【従来の技術】
従来より、地下室のコンクリ−ト壁を構築する場合の湧水処理工法として、種々の工法が提案されている。
【0003】
その一つに、凹入部を有する湧水処理板をプレキャスト板の内面側に配設して捨て型枠を形成し、これにコンクリ−トを打ち込むようにした湧水処理工法がある。
【0004】
この湧水処理工法は、湧水処理板の凹入部が排水路の役目を果たし、コンクリ−ト壁を浸透してきた水が該凹入部を通じて排水されるものである。
【0005】
また、上記の湧水処理板に代えて不識布等の透水シ−トをプレキャスト板の内面側に配設し、透水シ−トそのものを排水路として利用することも知られている。
【0006】
【発明が解決しようとする課題】
しかしながら、上記の湧水処理板をプレキャスト板の内面側に配設する工法では、打ち込まれたコンクリ−トが凹入部に侵入し、排水路としての機能を低下させる心配があった。
【0007】
また、透水シ−トをプレキャスト板の内面側に配設する工法でも、打ち込まれたコンクリ−トの重圧で透水シートの通水空隙が圧縮され、排水路としての機能が低下する心配があった。
【0008】
本発明は上記に鑑みてなされたもので、その目的とするところは、コンクリ−トの打設後も長期に亘り、良好な排水性を有する捨て型枠材を提供することにある。
【0009】
【課題を解決するための手段】
上記目的を達成するため、本発明の請求項1に係る捨て型枠材は、少なくとも下端が開口する縦方向の中空部を複数形成した方形プラスチック板から成る捨て型枠材であって、その後面に、中空部へ連通する小孔であって、方形プラスチック板の後面を発砲させて形成した連続気孔を多数形成したことを特徴とするものである。
【0010】
そして、請求項2に係る捨て型枠材は、上記請求項1の捨て型枠材において、方形プラスチック板の後面の略全体に繊維層を積層一体化したことを特徴とするものである。
【0011】
請求項1の捨て型枠材を用いて、その後面が型枠内側となるようにコンクリートの捨て型枠を組み立て、これにコンクリートを打ち込んで硬化させると、コンクリート内の水分や、硬化後にコンクリートを浸透してくる浸透水が、捨て型枠材の後面の多数の小孔から中空部へ流入し、中空部の開口した下端から排出される。また、小孔が方形プラスチック板の後面を発泡させて形成した連続気孔であるので、方形プラスチック板の後面に多数の小孔を機械的に穿孔する工程が不要となり、例えば多層押出成形等の手段で方形プラスチック板を成形する際に、その後面側に発泡剤の入ったプラスチックを押出して発泡させることにより、簡単且つ効率良く製造することが可能となる。しかも、このような連続気孔は透水性が良く、コンクリートの固形粒子が詰まりにくいので、長期に亘って良好な排水機能を維持することができる。
【0013】
更に、請求項2の捨て型枠材のように、裏面に繊維層を積層一体化させると、この繊維層の繊維間空隙も排水路の役目をするため、排水性が一層向上することになり、しかも、この繊維層がフィルターの役目をして、コンクリートの固形粒子が方形プラスチック板裏面の小孔に入るのを防止するため、小孔の目詰まりが一層少なくなる。
【0014】
【発明の実施の形態】
以下、図面を参照して本発明の具体的な実施形態を詳述する。
【0015】
図1は本発明の一実施形態に係る捨て型枠材を示すもので、(a)は同捨て型枠材の正面図、(b)は同捨て型枠材の縦断面図、(c)は同捨て型枠材の横断面図である。
【0016】
この捨て型枠材P1 は、上下両端が開口する縦方向の中空部1cを前後二列に横並びの状態で形成したプラスチック板1から成るものである。即ち、中空のプラスチック板1の前面1aと後面1bとの間に中間壁1dを設けると共に、前面1aと後面1bを連結する多数のリブ1eを上記中間壁1dとクロスさせて設けることにより、縦方向の中空部1cを前後二列に横並びの状態で形成したものである。
【0017】
方形プラスチック板1は、ポリエチレン、ポリ塩化ビニル、その他の熱可塑性樹脂や、不飽和ポリエステルを繊維で強化したFRPなどから成るもので、その全体の厚みが10〜100mm程度の丈夫な板が好適である。
【0018】
この方形プラスチック板1の後面1bには、後面側の中空部1cへ連通する多数の小孔(不図示)が形成されている。この小孔は、後述するように浸透水等を後面側の中空部1cに流入させるものであり、後面1bに機械的に穿孔した小孔でも勿論よいが、この実施形態のように方形プラスチック板1の後面1bを発泡させて形成した小さな連続気孔であることが好ましい。
【0019】
このような連続気孔は透水性が良く、コンクリートの固形粒子が詰まりにくいため、長期に亘って良好な排水機能を維持することができる上に、後述するように多層押出成形の手段で方形プラスチック板を製造する際に、その裏面を押出しと同時に発泡させることにより簡単且つ効率良く形成できる利点があり、面倒な穿孔工程が不要となる。
【0020】
連続気孔の平均孔径は、方形プラスチック板1の後面1bの発泡倍率を調節することによって、0.02〜1.5mm程度に設定することが望ましい。連続気孔の平均孔径が0.02mmより小さくなると透水性が低下し、1.5mmより大きくなると方形プラスチック板1の後面1bの強度低下を招くといった不都合が生じる。一方、機械的に小孔を穿孔する場合は、小孔の直径を1〜5mm程度とすることが望ましい。
【0021】
尚、方形プラスチック板1の前面1aの肉厚、後面1bの肉厚、中空部1cの開口面積および個数、中間壁1dの肉厚、リブ1eの肉厚などは、捨て型枠材に要求される強度や排水量を考慮して適宜決定すればよい。
【0022】
上記構成の捨て型枠材P1 は、例えば多層押出成形機から前述の熱可塑性樹脂を溶融押出してプラスチック板1の前面、側面、中間壁、リブの各部分を一体成形すると共に、発泡剤の入った熱可塑性樹脂を溶融押出してプラスチック板1の後面の部分を一体成形し、押出と同時に後面の部分を発泡させて連続気孔を形成することにより、簡単且つ効率良く製造される。
【0023】
また、プラスチック板1の後面1bに小孔を穿孔した捨て型枠材を製造する場合は、発泡剤を含まない熱可塑性樹脂を通常の押出成形機から溶融押出して方形プラスチック板1を一体成形し、その後面1bに多数の小孔を穿孔装置で開ければよい。
【0024】
図2は上記捨て型枠材P1 の一使用例を示す縦断面図であって、コンクリート製の地下室の外壁を構築する場合を例示したものである。
【0025】
即ち、上記の捨て型枠材P1 を用いて、その後面1bが型枠内側となるようにコンクリ−ト打設用の内側の捨て型枠を組み立てると共に、通常の合板を用いた型枠材2で外側の型枠を組み立て、これらの型枠内にコンクリ−トCを打ち込んで硬化させた後、外側の型枠材2を取り外し、壁内面に捨て型枠P1 が固着一体化されたコンクリート製の外壁を構築する。そして、この外壁の外側に土を埋め戻す。
【0026】
このようにしてコンクリート製の外壁を構築すると、コンクリートC内の水分や、外部からコンクリートCを浸透してくる浸透水Wが、捨て型枠P1 の後面1bの連続気孔(小孔)を通って後面側の中空部1cに流入し、該中空部1cの内部を流下して排水される。従って、コンクリートの外壁に湧水が生じることはなくなる。この場合、捨て型枠P1 の下端に樋3を設け、中空部1cから流下してくる水を該樋3を通じて水槽(不図示)に集水し、この水をポンプで排水するように構成することが望ましい。
【0027】
尚、上記実施形態の捨て型枠材P1 は、中空部1cの上下両端が開口しているが、少なくとも中空部1cの下端が開口していれば良好な排水効果が得られる。
【0028】
図3〜図7はいずれも、本発明の他の実施形態にかかる捨て型枠材の横断面図である。
【0029】
即ち、図3に示す捨て型枠材P2 は、中間壁を省略し、方形プラスチック板1の前面1aと後面1bを連結する多数のリブ1eを等間隔で設けることにより、多数の中空部1cを横一列に形成したものである。その他の構成は前記の捨て型枠材P1 と同様であるので、同一部材に同一符号を付し、説明を省略する。
【0030】
また、図4に示す捨て型枠材P3 は、前記の捨て型枠材P1 の中間壁1dから後面1bに向かって補助リブ10dを更に設けることにより、方形プラスチック板1の前面1a側には開口面積の大きい中空部1cを横一列に形成すると共に、後面1b側には開口面積の小さい中空部1cを横一列に形成したものである。その他の構成は前記の捨て型枠材P1 と同様であるので、同一部材に同一符号を付し、説明を省略する。
【0031】
このように本発明にかかる捨て型枠材は、中空部1cが横一列でも二列でも三列以上でもよいものであり、また、中空部1cの開口面積の大きさも特に限定されるものではなく、要は方形プラスチック板1の後面1bの連続気孔(小孔)から流入する水を全て下方に排水できる大きさの中空部であればよい。
【0032】
また、図5に示す捨て型枠材P4 は、前記の捨て型枠材P1 の一側端の前面側及び他側端の後面側に突出部1f,1fをそれぞれ設けて接続用の段差部を形成したものである。このような捨て型枠材P4 は、接続用の段差部を互いに噛み合わせて接続することにより、コンクリートが漏れ出さない捨て型枠を組立てることができる。その他の構成は前記の捨て型枠材P1 と同様であるので、同一部材に同一符号を付し、説明を省略する。なお、捨て型枠材P4 の一側端中央部に突出部を形成し、他側端中央部に凹部を形成して、該凹部に突出部を嵌合させて接続するように構成してもよく、このように種々の噛合わせ形状又は嵌合形状とすることができる。
【0033】
また、図6に示す捨て型枠材P5 は、前記の捨て型枠材P1 の後面1bに、先端が膨出したアンカー用の縦方向の凸条1gを、リブ1eと同間隔で多数突設したものである。このような捨て型枠材P5 は、アンカー用の凸条1gが打設コンクリートに食い込んで強固に固着一体化されるため、捨て型枠材P5 の剥離を確実に防止することができる。その他の構成は前記の捨て型枠材P1 と同様であるので、同一部材に同一符号を付し、説明を省略する。なお、凸条1gの数や先端の形状は適宜変更してもよい。
【0034】
更に、図7に示す捨て型枠材P6 は、前記の捨て型枠材P1 の後面1bに繊維層4を積層一体化したものである。繊維層4としては、例えば合成樹脂繊維、天然繊維、無機繊維等の不織布やマットなどが好適に使用される。このように繊維層4を積層一体化させると、この繊維層4の繊維間空隙も排水路の役目をするため、排水性が一層向上することになり、しかも、この繊維層4がフィルターの役目をして、コンクリートの固形粒子が方形プラスチック板1の後面1bの連続気孔(小孔)に入るのを防止するため、小孔の目詰まりが一層少なくなる。
【0035】
図8は、上記した捨て型枠材P4 の一使用例を示す横断面図、コンクリート製の地下室の外壁コーナー部を構築する場合を例示したものである。
【0036】
これによれば、上記の捨て型枠材P4 ,P4 を透明なプラスチック製の継手5を介して直角に配置し、双方の捨て型枠材P4 ,P4 の側端の突出部1f,1fを継手5の段差部に噛み合わせた状態で接続することにより、コンクリート打設用の内側の直角な捨て型枠を組み立てると共に、通常の合板を用いた型枠材2で外側の直角な型枠を組み立て、これらの型枠内にコンクリ−トCを打ち込んでいる。そして、コンクリートCが硬化すると、外側の型枠材2を取り外し、壁内面に捨て型枠P1 が固着一体化されたコンクリート製の外壁コーナー部を構築している。
【0037】
このように壁内面に捨て型枠P1 が固着一体化された外壁を構築すると、コンクリートC内の水分や、外部からコンクリートCを浸透してくる浸透水Wが、捨て型枠P1 の後面1bの連続気孔(小孔)を通って後面側の中空部1cに流入し、該中空部1cの内部を流下して排水されるため、外壁に湧水が生じることはなくなる。また、上記の透明な継手5を使用すれば、コンクリート打ち込み時に該継手5を通してコンクリ−トの打ち込み状況を前方から観察できるので、コンクリートCの充填不良等の問題が生じた場合には、すぐに対応処置することができる。尚、このような透明な継手はコ−ナ−部だけに限られるものではなく、コーナー部以外のところで捨て型枠材を接続する場合にも使用できるものである。
【0038】
【発明の効果】
以上の説明から明らかなように、本発明の捨て型枠材は、後面の小孔を通して水を中空部に導入し、中空部の開口した下端から排水できるので、この捨て型枠材を固着一体化させたコンクリート構造物を構築すると、コンクリート内の水分や外部からの浸透水を効率良く排水してコンクリート面の湧水を充分に防止できるといった効果を奏する。
【0039】
そして、小孔が連続気孔である捨て型枠材は、コンクリートの固形粒子が詰まりにくいので、長期に亘って良好な排水機能を維持することができ、穿孔工程が不要となるので、効率良く量産することもできるようになり、更に、後面に繊維層を積層一体化した捨て型枠材は排水性が一層向上すると共に、繊維層のフィルター作用によって小孔が更に目詰まりし難くなるので、より一層長期に亘って良好な排水機能を維持することができるといった効果を奏する。
【図面の簡単な説明】
【図1】本発明の一実施形態に係る捨て型枠材を示すもので、(a)は同捨て型枠材の正面図、(b)は同捨て型枠材の縦断面図、(c)は同捨て型枠材の横断面図である。
【図2】同捨て型枠材の一使用例を示す縦断面図である。
【図3】本発明の他の実施形態に係る捨て型枠材の横断面図である。
【図4】本発明の更に他の実施形態に係る捨て型枠材の横断面図である。
【図5】本発明の更に他の実施形態に係る捨て型枠材の横断面図である。
【図6】本発明の更に他の実施形態に係る捨て型枠材の横断面図である。
【図7】本発明の更に他の実施形態に係る捨て型枠材の横断面図である。
【図8】図5に示す実施形態の捨て型枠材の一使用例を示す横断面図である。
【符号の説明】
P1 ,P2 ,P3 ,P4 ,P5 ,P6 捨て型枠材
1 方形プラスチック板
1a 前面
1b 後面
1c 中空部
4 繊維層
C コンクリート
W 浸透水
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a concrete discarded frame material having good drainage.
[0002]
[Prior art]
Conventionally, various construction methods have been proposed as a spring water treatment method for constructing a concrete wall in a basement.
[0003]
One of them is a spring water treatment method in which a spring water treatment plate having a recessed portion is disposed on the inner surface side of a precast plate to form a discarded formwork, and concrete is driven into this.
[0004]
In this spring water treatment method, the recessed portion of the spring water treatment plate serves as a drainage channel, and water that has permeated through the concrete wall is drained through the recessed portion.
[0005]
In addition, it is also known that a water permeable sheet such as an unknown cloth is disposed on the inner surface side of the precast plate instead of the spring treatment plate and the water permeable sheet itself is used as a drainage channel.
[0006]
[Problems to be solved by the invention]
However, in the construction method in which the spring water treatment plate is disposed on the inner surface side of the precast plate, there is a concern that the driven concrete may enter the recessed portion and reduce the function as a drainage channel.
[0007]
Further, even in the construction method in which the water permeable sheet is disposed on the inner surface side of the precast plate, the water passage gap of the water permeable sheet is compressed by the heavy pressure of the driven concrete, and there is a concern that the function as a drainage channel may be deteriorated. .
[0008]
The present invention has been made in view of the above, and an object of the present invention is to provide a discarded frame material having a good drainage property for a long period of time even after a concrete is placed.
[0009]
[Means for Solving the Problems]
In order to achieve the above object, a discarded frame material according to claim 1 of the present invention is a discarded frame material made of a rectangular plastic plate in which a plurality of hollow portions in the vertical direction with at least a lower end open are formed. In addition, a small hole communicating with the hollow portion is characterized in that a large number of continuous pores formed by firing the rear surface of the rectangular plastic plate are formed.
[0010]
According to a second aspect of the present invention, there is provided a discarded frame material according to the first aspect, wherein a fiber layer is laminated and integrated on substantially the entire rear surface of the rectangular plastic plate.
[0011]
Using the discarded mold material of claim 1, a concrete discarded mold is assembled so that its rear surface is the inner side of the mold, and when concrete is poured into this and cured, the moisture in the concrete and the concrete after curing The permeated water that has permeated flows into the hollow portion from a number of small holes on the rear surface of the discarded mold frame material, and is discharged from the open lower end of the hollow portion. In addition, since the small holes are continuous pores formed by foaming the rear surface of the rectangular plastic plate, a step of mechanically drilling a large number of small holes in the rear surface of the rectangular plastic plate is not required. For example, means such as multilayer extrusion molding When forming a square plastic plate, it is possible to easily and efficiently manufacture by extruding and foaming a plastic containing a foaming agent on the rear surface side. Moreover, such continuous pores have good water permeability and are not easily clogged with solid solid particles, so that a good drainage function can be maintained over a long period of time.
[0013]
Furthermore, when the fiber layer is laminated and integrated on the back surface as in the case of the discarded frame material of claim 2, the inter-fiber gap of the fiber layer also functions as a drainage channel, so that the drainage performance is further improved. In addition, since the fiber layer functions as a filter to prevent the solid solid particles from entering the small holes on the back surface of the rectangular plastic plate, clogging of the small holes is further reduced.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, specific embodiments of the present invention will be described in detail with reference to the drawings.
[0015]
FIG. 1 shows a discarded mold frame material according to an embodiment of the present invention, in which (a) is a front view of the discarded mold frame material, (b) is a longitudinal sectional view of the discarded mold frame material, and (c). FIG. 3 is a cross-sectional view of the abandoned mold member.
[0016]
The discarded frame member P1 is made of a plastic plate 1 formed by vertically forming hollow portions 1c in the vertical direction with both upper and lower ends opened side by side in front and rear rows. That is, an intermediate wall 1d is provided between the front surface 1a and the rear surface 1b of the hollow plastic plate 1, and a plurality of ribs 1e for connecting the front surface 1a and the rear surface 1b are provided so as to cross the intermediate wall 1d. The hollow portion 1c in the direction is formed in a state of being arranged side by side in two rows.
[0017]
The rectangular plastic plate 1 is made of polyethylene, polyvinyl chloride, other thermoplastic resins, FRP in which an unsaturated polyester is reinforced with fibers, or the like, and is preferably a strong plate having an overall thickness of about 10 to 100 mm. is there.
[0018]
A large number of small holes (not shown) are formed in the rear surface 1b of the rectangular plastic plate 1 so as to communicate with the hollow portion 1c on the rear surface side. As will be described later, this small hole allows permeated water or the like to flow into the hollow portion 1c on the rear surface side. Of course, a small hole mechanically perforated on the rear surface 1b may be used. However, as in this embodiment, a rectangular plastic plate is used. 1 is preferably a small continuous pore formed by foaming the rear surface 1b.
[0019]
Such continuous pores have good water permeability and are not easily clogged with solid solid particles, so that a good drainage function can be maintained over a long period of time. Is produced, there is an advantage that it can be easily and efficiently formed by foaming the back surface at the same time as extrusion, and a troublesome drilling step is not required.
[0020]
The average pore diameter of the continuous pores is desirably set to about 0.02 to 1.5 mm by adjusting the expansion ratio of the rear surface 1b of the square plastic plate 1. When the average pore diameter of the continuous pores is smaller than 0.02 mm, the water permeability is lowered, and when it is larger than 1.5 mm, the strength of the rear surface 1b of the rectangular plastic plate 1 is lowered. On the other hand, when a small hole is mechanically drilled, the diameter of the small hole is preferably about 1 to 5 mm.
[0021]
The thickness of the front surface 1a, the thickness of the rear surface 1b, the opening area and the number of the hollow portions 1c, the thickness of the intermediate wall 1d, the thickness of the rib 1e, etc. are required for the discarded mold frame material. What is necessary is just to determine suitably considering the intensity | strength and the amount of drainage.
[0022]
The discarded frame material P1 having the above-described structure is formed by integrally extruding the front, side, intermediate wall, and rib portions of the plastic plate 1 by melting and extruding the above-described thermoplastic resin from a multilayer extruder, for example, and containing a foaming agent. The thermoplastic resin is melt-extruded to integrally form the rear surface portion of the plastic plate 1, and the rear surface portion is foamed simultaneously with the extrusion to form continuous pores.
[0023]
Further, when producing a discarded frame material in which small holes are perforated on the rear surface 1b of the plastic plate 1, a rectangular plastic plate 1 is integrally formed by melting and extruding a thermoplastic resin not containing a foaming agent from an ordinary extruder. A large number of small holes may be formed in the rear surface 1b with a punching device.
[0024]
FIG. 2 is a longitudinal sectional view showing an example of use of the above-mentioned discarded frame member P1, and illustrates the case where the outer wall of a basement made of concrete is constructed.
[0025]
That is, by using the above-described discarded mold material P1, an inner discarded mold frame for concrete placement is assembled so that the rear surface 1b is on the inner side of the mold frame, and the mold material 2 using a normal plywood is used. After assembling the outer molds and driving concrete C into these molds and curing them, the outer mold material 2 is removed, and the discarded mold P1 is fixed and integrated on the wall inner surface. Build the outer wall of. Then, the soil is backfilled outside the outer wall.
[0026]
When the concrete outer wall is constructed in this way, moisture in the concrete C and permeated water W penetrating the concrete C from the outside pass through continuous pores (small holes) on the rear surface 1b of the discarded mold P1. It flows into the hollow part 1c on the rear surface side, flows down inside the hollow part 1c, and is drained. Therefore, no spring is generated on the concrete outer wall. In this case, a trough 3 is provided at the lower end of the disposal form P1, and the water flowing down from the hollow portion 1c is collected in a water tank (not shown) through the trough 3, and this water is drained by a pump. It is desirable.
[0027]
In addition, although the upper and lower ends of the hollow portion 1c are open in the discarded frame member P1 of the above embodiment, a good drainage effect can be obtained if at least the lower end of the hollow portion 1c is open.
[0028]
3 to 7 are all cross-sectional views of the discarded frame material according to another embodiment of the present invention.
[0029]
That is, the discarded frame member P2 shown in FIG. 3 omits the intermediate wall and provides a large number of hollow portions 1c by providing a large number of ribs 1e connecting the front surface 1a and the rear surface 1b of the rectangular plastic plate 1 at equal intervals. It is formed in a horizontal row. Since the other configuration is the same as that of the above-described discarded frame member P1, the same reference numerals are given to the same members and the description thereof is omitted.
[0030]
4 is further provided with auxiliary ribs 10d from the intermediate wall 1d to the rear surface 1b of the discarded mold frame P1, thereby opening the rectangular plastic plate 1 on the front surface 1a side. The hollow portions 1c having a large area are formed in a horizontal row, and the hollow portions 1c having a small opening area are formed in a horizontal row on the rear surface 1b side. Since the other configuration is the same as that of the above-described discarded frame member P1, the same reference numerals are given to the same members and the description thereof is omitted.
[0031]
As described above, in the discarded frame material according to the present invention, the hollow portion 1c may be one horizontal row, two rows, or three rows or more, and the size of the opening area of the hollow portion 1c is not particularly limited. In short, it is sufficient that the hollow portion has a size capable of draining all the water flowing in from the continuous pores (small holes) on the rear surface 1b of the square plastic plate 1 downward.
[0032]
5 is provided with protrusions 1f and 1f on the front side of the one side end and the rear side of the other side end of the discard type frame member P1 to provide a stepped portion for connection. Formed. Such a discarded mold frame material P4 can be assembled by engaging the connecting stepped portions with each other so as to prevent the concrete from leaking out. Since the other configuration is the same as that of the above-described discarded frame member P1, the same reference numerals are given to the same members and the description thereof is omitted. In addition, a projecting portion may be formed in the central portion of one side end of the discard frame member P4, and a concave portion may be formed in the central portion of the other side end, and the projecting portion may be fitted and connected to the concave portion. In this way, various meshing shapes or fitting shapes can be obtained.
[0033]
Further, the discarded frame member P5 shown in FIG. 6 has a large number of vertical protruding ridges 1g for anchors, the tip of which bulges, at the same interval as the rib 1e on the rear surface 1b of the discarded frame member P1. It is a thing. In such a discarded mold frame P5, since the anchor protrusion 1g bites into the cast concrete and is firmly fixed and integrated, the peeling of the discarded mold frame P5 can be reliably prevented. Since the other configuration is the same as that of the above-described discarded frame member P1, the same reference numerals are given to the same members and the description thereof is omitted. In addition, you may change suitably the number of 1 g of protruding items, and the shape of a front-end | tip.
[0034]
Further, the discarded frame material P6 shown in FIG. 7 is obtained by laminating and integrating the fiber layer 4 on the rear surface 1b of the discarded frame material P1. As the fiber layer 4, for example, a nonwoven fabric such as a synthetic resin fiber, a natural fiber, or an inorganic fiber, a mat, or the like is preferably used. When the fiber layer 4 is laminated and integrated in this way, the inter-fiber gap of the fiber layer 4 also functions as a drainage channel, so that the drainage performance is further improved, and the fiber layer 4 functions as a filter. In order to prevent the solid particles of concrete from entering the continuous pores (small holes) on the rear surface 1b of the rectangular plastic plate 1, the clogging of the small holes is further reduced.
[0035]
FIG. 8 illustrates a cross-sectional view showing an example of the use of the above-described discarded frame member P4, and a case where an outer wall corner portion of a concrete basement is constructed.
[0036]
According to this, the above-mentioned discarded mold frame materials P4 and P4 are arranged at right angles through the transparent plastic joint 5, and the projecting portions 1f and 1f at the side ends of both discarded mold frame materials P4 and P4 are connected to the joint. Assemble the right-angled formwork inside for concrete placement by assembling with the stepped part of 5 and assemble the right-angled formwork on the outside with the formwork material 2 using ordinary plywood The concrete C is driven into these molds. When the concrete C is hardened, the outer formwork material 2 is removed, and a concrete outer wall corner part is constructed in which the discarded formwork P1 is fixedly integrated with the inner surface of the wall.
[0037]
When the outer wall is constructed in such a manner that the discarded form P1 is fixed and integrated on the inner surface of the wall in this way, the moisture in the concrete C and the permeated water W that permeates the concrete C from the outside are formed on the rear surface 1b of the discarded form P1. Since it flows into the hollow part 1c on the rear surface side through the continuous pores (small holes) and flows down and drains through the inside of the hollow part 1c, no spring water is generated on the outer wall. If the transparent joint 5 is used, the concrete driving state can be observed from the front through the joint 5 when the concrete is driven. Countermeasures can be taken. Note that such a transparent joint is not limited to the corner portion, and can be used for connecting a discarded frame material at a portion other than the corner portion.
[0038]
【The invention's effect】
As is clear from the above description, the discarded frame material of the present invention can introduce water into the hollow portion through the small hole on the rear surface, and drain the water from the lower open end of the hollow portion. When the concrete structure is made into a concrete structure, it is possible to efficiently drain the moisture in the concrete and the permeated water from the outside and sufficiently prevent the spring water on the concrete surface.
[0039]
In addition, the discarded form material whose small holes are continuous pores is hard to clog the solid particles of concrete, so it can maintain a good drainage function over a long period of time and eliminates the need for a drilling process. In addition, the discarded frame material in which the fiber layer is laminated and integrated on the rear surface is further improved in drainage, and the small pores are less likely to be clogged by the filter action of the fiber layer. There is an effect that a good drainage function can be maintained for a longer period of time.
[Brief description of the drawings]
1A and 1B show a discarded mold frame material according to an embodiment of the present invention, in which FIG. 1A is a front view of the discarded mold frame material, FIG. 1B is a longitudinal sectional view of the discarded mold frame material, and FIG. ) Is a cross-sectional view of the discarded frame material.
FIG. 2 is a longitudinal sectional view showing an example of the use of the discarded frame material.
FIG. 3 is a cross-sectional view of a discarded frame material according to another embodiment of the present invention.
FIG. 4 is a cross-sectional view of a discarded frame material according to still another embodiment of the present invention.
FIG. 5 is a cross-sectional view of a discarded frame material according to still another embodiment of the present invention.
FIG. 6 is a cross-sectional view of a discarded frame material according to still another embodiment of the present invention.
FIG. 7 is a cross-sectional view of a discarded frame material according to still another embodiment of the present invention.
FIG. 8 is a cross-sectional view showing an example of use of the discarded frame material of the embodiment shown in FIG. 5;
[Explanation of symbols]
P1, P2, P3, P4, P5, P6 Discarding frame material 1 Square plastic plate 1a Front face 1b Rear face 1c Hollow part 4 Fiber layer C Concrete W Permeated water

Claims (2)

少なくとも下端が開口する縦方向の中空部を複数形成した方形プラスチック板から成る捨て型枠材であって、その後面に、中空部へ連通する小孔であって、方形プラスチック板の後面を発砲させて形成した連続気孔を多数形成したことを特徴とする捨て型枠材。It is a discarded frame material consisting of a rectangular plastic plate with a plurality of hollow parts in the vertical direction at least open at the lower end, and a small hole communicating with the hollow part on the rear surface, and the rear surface of the rectangular plastic plate is fired. A discarded mold material characterized in that a large number of continuous pores are formed. 方形プラスチック板の後面の略全体に繊維層を積層一体化したことを特徴とする請求項1に記載の捨て型枠材。  2. The discarded frame material according to claim 1, wherein a fiber layer is laminated and integrated on substantially the entire rear surface of the rectangular plastic plate.
JP12810597A 1997-04-30 1997-04-30 Discarded formwork Expired - Fee Related JP3843539B2 (en)

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JP12810597A JP3843539B2 (en) 1997-04-30 1997-04-30 Discarded formwork

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JPH10299010A JPH10299010A (en) 1998-11-10
JP3843539B2 true JP3843539B2 (en) 2006-11-08

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JP6151481B2 (en) * 2012-05-01 2017-06-21 村本建設株式会社 Panel material for concrete curing form and concrete curing method

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