JP7373639B2 - cloth formwork - Google Patents

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JP7373639B2
JP7373639B2 JP2022188596A JP2022188596A JP7373639B2 JP 7373639 B2 JP7373639 B2 JP 7373639B2 JP 2022188596 A JP2022188596 A JP 2022188596A JP 2022188596 A JP2022188596 A JP 2022188596A JP 7373639 B2 JP7373639 B2 JP 7373639B2
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frame
cloth formwork
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fiber
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恵 丸山
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大嘉産業株式会社
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Description

ここに開示する発明は、内部に充填材を充填して使用する布型枠に関する。 The invention disclosed herein relates to a fabric form that is used by filling the inside with a filler.

繊維材を袋状に形成し、その内部にコンクリート、モルタル等の充填材を注入して使用する布型枠は、法面への施工を主眼に製造され、施工面の起伏に追従する柔軟性をもつことが特徴である。このような布型枠において、充填材を注入したときに膨らむ2枚の繊維材がある程度以上離れないように引っ張り留めて厚みを決めるために、特許文献1に開示されているような綴じ紐を備えるもの、また、特許文献2に開示されているように、所定の方向の曲げ強度を増すために、補強用索条を内部に備えたものなどがある。 Cloth formwork is made by forming fiber material into a bag and injecting filler such as concrete or mortar into the bag.It is manufactured with the focus on construction on slopes, and has the flexibility to follow the undulations of the construction surface. It is characterized by having In such a fabric form, a binding string as disclosed in Patent Document 1 is used to determine the thickness by pulling the two fiber materials that expand when the filler is injected so that they do not separate beyond a certain level. In addition, as disclosed in Patent Document 2, there are some that are equipped with reinforcing cables inside in order to increase the bending strength in a predetermined direction.

これら布型枠は、綴じ紐が充填材の膨張圧で10%以上伸びてしまうため、形状や寸法の安定性に難があり、さらには、ボルト等で施工面に固定できるような固定手段をもっていない。本来、それ自体を直立させて使用することが想定されていないこともあり、コンクリート製の壁や天井などの補強施工に使おうとしても、形状が安定せず、補強施工面に簡単に固定することができない。 With these fabric forms, the binding strings stretch by more than 10% due to the expansion pressure of the filler material, making it difficult to maintain stability in shape and dimensions. not present. Originally, it was not intended to be used in an upright position, so even if you try to use it to reinforce concrete walls or ceilings, the shape will not be stable and it will not be easily fixed to the reinforcement construction surface. I can't.

特許文献3には、強化繊維シートを使用したシート状の軽量型枠をコンクリート構造物の周りにアンカーで固定し、コンクリート構造物と軽量型枠との間にモルタルを充填して一体化する補強又は補修方法が開示されている。この方法の場合、軽量型枠を固定した後にその端部を別途シール剤で密閉してモルタルの漏れを防止しないと施工できない。もし、このような補強又は補修に布型枠を応用することができれば、施工が楽になると考えられる。 Patent Document 3 discloses a reinforcement method in which a sheet-like lightweight formwork using a reinforced fiber sheet is fixed around a concrete structure with anchors, and mortar is filled between the concrete structure and the lightweight formwork to integrate it. Or a repair method is disclosed. In the case of this method, construction cannot be carried out unless the lightweight formwork is fixed and its edges are sealed with a separate sealant to prevent mortar leakage. If cloth formwork could be applied to such reinforcement or repair, construction would be easier.

特開2011-106096JP2011-106096 特開平11-336084JP 11-336084 特開平11-256839JP 11-256839

以上の背景に鑑みて本発明は、施工面へ固定し易く、コンクリート構造物などの補強にも容易に利用可能な布型枠を提案する。 In view of the above background, the present invention proposes a cloth formwork that is easy to fix to a construction surface and can be easily used for reinforcing concrete structures.

本発明に係る布型枠は、繊維材から形成した袋状枠の中に充填材を注入して使用する布型枠であって、その袋状枠の内部に非可撓性の管材を配置してこの管材の端部に繊維材を固着させると共に、該管材の管内空間に連通する穴を繊維材に開けてあることを特徴とする。 The cloth formwork according to the present invention is a cloth formwork that is used by injecting a filler into a bag-like frame formed from a fiber material, and a non-flexible pipe material is arranged inside the bag-like frame. A fiber material is fixed to the end of the tube material, and a hole communicating with the inner space of the tube material is formed in the fiber material.

この布型枠では、袋状枠の内部に配筋材を配設することができる。配筋材は、互いに交差する2方向に延伸するように配設可能である。好ましくは配筋材は、板状の繊維強化プラスチックとし、屈曲性をもたせるのがよい。 In this cloth formwork, reinforcing materials can be placed inside the bag-like frame. The reinforcing members can be arranged so as to extend in two directions that intersect with each other. Preferably, the reinforcing material is made of plate-shaped fiber-reinforced plastic and has flexibility.

本発明に係る布型枠は、ボルト等の固定具を管材に通して使用することができるので、管内空間を通し貫通させた固定具で当該布型枠を施工面へ固定することで、構造物へ付設することができる。 The fabric form according to the present invention can be used by passing fixing tools such as bolts through the pipe material, so by fixing the fabric form to the construction surface with the fixing device penetrated through the pipe interior space, the structure Can be attached to things.

本発明に係る布型枠は、非可撓性の管材が形状や寸法(特に厚さ)を安定させる枠間隔保持材(いわば柱)として機能すると共に、布型枠を固定するための固定手段に利用できるので、施工面への固定が容易であり、且つ、コンクリート構造物などの構造物へ付設してその補強に容易に利用することもできる。 In the cloth formwork according to the present invention, the non-flexible pipe material functions as a frame spacing member (so to speak, a column) that stabilizes the shape and dimensions (particularly the thickness), and a fixing means for fixing the cloth formwork. Therefore, it is easy to fix to a construction surface, and it can also be easily attached to a structure such as a concrete structure and used for reinforcement.

第1実施形態に係る布型枠の平面図(A)と側面図(B)。The top view (A) and side view (B) of the cloth formwork concerning a 1st embodiment. 第1実施形態に係る布型枠の要部断面図。FIG. 1 is a sectional view of main parts of the cloth form according to the first embodiment. 第2実施形態に係る布型枠の平面図。FIG. 3 is a plan view of a cloth formwork according to a second embodiment. 第2実施形態に係る布型枠の付設例を断面で示す図。The figure which shows the example of attachment of the cloth formwork based on 2nd Embodiment in cross section. 第1又は第2実施形態に係る布型枠の壁面への付設例を示す図。The figure which shows the example of attachment to the wall surface of the cloth form based on 1st or 2nd embodiment.

本発明に係る布型枠の第1実施形態について、図1に平面図(A)と側面図(B)で示している。本実施形態の布型枠は、2枚のシート状の繊維材1a,1bにより形成した袋状枠1からなる。強化繊維織物の繊維材1a,1bは、図1A中の左右方向の縁部が接着剤による接着又は縫製、あるいはその両方で互いに接合されている。図1Aにおいては、この接合部を見分けるために、点線で仮想の境界線を示してある。図1A中の上下方向の縁部も接着、縫製で接合されるが、こちらは、いわゆるマチ付の形態に形成されて厚みが出るようにしてある。繊維材を袋状にする方法はこれに限らず様々な方法があるので、ここでは詳しく言及しない。 A first embodiment of the fabric form according to the present invention is shown in FIG. 1 in a plan view (A) and a side view (B). The cloth form according to this embodiment consists of a bag-like frame 1 formed from two sheet-like fiber materials 1a and 1b. The fiber materials 1a and 1b of the reinforcing fiber fabric are joined to each other at the left and right edges in FIG. 1A by adhesive bonding, sewing, or both. In FIG. 1A, an imaginary boundary line is shown with a dotted line to distinguish this joint. The edges in the vertical direction in FIG. 1A are also joined by adhesive or sewing, but these are formed in a so-called gusseted form to increase thickness. There are many other ways to make the fiber material into a bag shape, so we will not discuss them in detail here.

この袋状枠1の中にコンクリート、モルタルといった充填材を注入して使用するので、その注入のための注入口2が、図1A中左側の縁部に設けられている。注入口2は、プラスチック又は金属製のパイプを繊維材1a,1bの間に挟み込んで接着剤により周りを密封することで形成されている。 Since a filler such as concrete or mortar is injected into the bag-like frame 1, an inlet 2 for injecting the filler is provided at the left edge in FIG. 1A. The injection port 2 is formed by sandwiching a plastic or metal pipe between the fiber materials 1a and 1b and sealing the periphery with an adhesive.

袋状枠1の内部には、所定の間隔、好ましくは等間隔にして、管材10が多数配置される。管材10は、プラスチック又は金属製(好ましくは軽量のプラスチック製)の非可撓性中空パイプで、この管材10の端部に繊維材1a,1bを固着させることで、当該管材10が、繊維材1a,1bの間隔保持材として機能する。非可撓性の管材10は、袋状枠1の膨張方向と収縮方向の両方に対して間隔保持の(所定の厚さを保つ)機能を発揮する。管材10で支持される繊維材1a,1bには、配置された管材10の管内空間に連通する穴が開けられていて、管材10を通しボルト等の固定具を貫通させることができる。 Inside the bag-like frame 1, a large number of tube members 10 are arranged at predetermined intervals, preferably at equal intervals. The pipe material 10 is a non-flexible hollow pipe made of plastic or metal (preferably made of lightweight plastic), and by fixing the fiber materials 1a and 1b to the ends of the pipe material 10, the pipe material 10 becomes a fiber material. It functions as a spacing material between 1a and 1b. The non-flexible tube material 10 functions to maintain the spacing (maintain a predetermined thickness) in both the expansion and contraction directions of the bag-like frame 1. The fiber materials 1a and 1b supported by the tube material 10 have holes that communicate with the inner space of the arranged tube material 10, so that a fixing tool such as a bolt can be passed through the tube material 10.

図2に、1つの管材10の部分について断面図を示す。管材10の端部(図示の場合は端面)は、繊維材1a,1bの穴周囲に接着剤で接着されたパッキン材11に当接させてあり、接着剤で接着してある。例えばワッシャ付きボルトBを管材10に通し、反対側からワッシャ付きナットNで締め込むと、繊維材1a,1b-パッキン材11-管材10の圧着密閉構造ができあがり、充填材に対して十分な封止性を発揮する。ナットNがコンクリート壁面などの構造物に設けたプラグアンカーであっても同じ効果を発揮する。つまり、管材10に通すボルトB、あるいはアンカーボルト等は、袋状枠1を構造物へ固定する固定具として使用できる。 FIG. 2 shows a cross-sectional view of a portion of one tube 10. As shown in FIG. The end portion (in the illustrated case, the end face) of the tube material 10 is brought into contact with a packing material 11 that is adhered with an adhesive around the holes in the fiber materials 1a and 1b, and is adhered with an adhesive. For example, by passing a bolt B with a washer through the pipe material 10 and tightening it with a nut N with a washer from the opposite side, a crimped and sealed structure of the fiber materials 1a, 1b, the packing material 11, and the pipe material 10 is completed, which provides sufficient sealing against the filler material. Demonstrates stopping power. The same effect can be achieved even if the nut N is a plug anchor installed on a structure such as a concrete wall. In other words, the bolt B passed through the tube material 10 or the anchor bolt can be used as a fixture for fixing the bag-like frame 1 to a structure.

当該布型枠では、袋状枠1の内部に配筋材を配設することもできる。この第2実施形態について図3に示す。本実施形態の配筋材は、互いに交差する2方向(図示の場合は縦横)に延伸する縦の配筋材20と横の配筋材21とが配設されている。配筋材20,21は
、接着剤により繊維材1a,1bの内面に接着する。両者の交差部分では、縦の配筋材20の上を横の配筋材21が越えて延伸する(あるいはこの逆)。配筋材20,21は、薄板状の繊維強化プラスチックから形成されており、屈曲性をもつ。この屈曲性により袋状枠1を折り畳んで持ち運ぶことができる。また、施工面の起伏に合わせて折り曲げて使用することも可能になる。例えば、前述の特許文献2にあるような棒状にした補強用索条の場合、折り曲げることができないので、折り畳んでの可搬性を考えると、縦横の2方向に配筋することができない。したがって、特許文献2の場合は縦か横の1方向配筋に限られるが、そうすると布型枠の縦横均等な強度が保てないという不具合が生じる。図3の第2実施形態の場合、屈曲性をもつ板状の繊維強化プラスチックから配筋材20,21を形成することで、縦横の2方向配筋と折り畳んでの可搬性との両方を満足するものとなる。また、板状にすることでコンクリートの付着面積が広くなり、コンクリートの食いつきが良くなるという利点もある。
In the cloth formwork, reinforcing materials can also be provided inside the bag-like frame 1. This second embodiment is shown in FIG. The reinforcing member of this embodiment includes a vertical reinforcing member 20 and a horizontal reinforcing member 21 extending in two directions (vertical and horizontal in the illustrated case) that intersect with each other. The reinforcing members 20 and 21 are bonded to the inner surfaces of the fiber materials 1a and 1b using an adhesive. At the intersection between the two, the horizontal reinforcing member 21 extends over the vertical reinforcing member 20 (or vice versa). The reinforcing members 20 and 21 are made of thin plate-like fiber-reinforced plastic and have flexibility. This flexibility allows the bag-like frame 1 to be folded and carried. It also becomes possible to use it by bending it according to the undulations of the construction surface. For example, in the case of rod-shaped reinforcing cables as disclosed in Patent Document 2 mentioned above, they cannot be bent, so when considering folded portability, reinforcement cannot be arranged in two directions, vertically and horizontally. Therefore, in the case of Patent Document 2, reinforcement is limited to one direction, either vertically or horizontally, but if this is done, a problem arises in that uniform strength in the vertical and horizontal directions of the fabric form cannot be maintained. In the case of the second embodiment shown in FIG. 3, by forming the reinforcing members 20 and 21 from flexible plate-shaped fiber-reinforced plastic, it is possible to satisfy both vertical and horizontal reinforcement and portability when folded. Become something to do. Also, by making it into a plate shape, there is an advantage that the concrete adhesion area becomes wider and the concrete sticks better.

第2実施形態に係る布型枠の付設例を図4に示す。この例は、コンクリート構造物Cの側面に布型枠を固定し、立設したものである。充填材を注入する前の袋状枠1は、その管材10を通し固定具としてのボルトB(又はアンカーボルト)を、コンクリート構造物Cに打ち込んだプラグアンカー(グリップアンカー)Pへねじ込むことで、構造物側面に付設される。各管材10は、当該布型枠により形成するコンクリート体に必要な厚さに従って長さが決められ、作製されている。コンクリート構造物Cよりも上に突出する袋状枠1の部分にある、固定されない管材10は、図2のようにボルトB及びナットNで締め上げる。このとき、配筋材20,21があることにより、袋状枠1の起立状態が維持されている。全ての管材10にボルトBを適用した後、注入口2を通して充填材のコンクリートをポンプ等で注入する。非可撓性の管材10が所定間隔で多数配置されているので、これらが、繊維材1a,1bの間隔拡張、すなわち袋状枠1の厚さ方向の膨張を規制する枠間隔保持材として機能し、コンクリート注入からその後の養生にかけて、袋状枠1の形状、寸法を安定させる。施工後の当該布型枠は、注入されたコンクリートと一体となってコンクリート体を形成し、そのまま残される。 FIG. 4 shows an example of attaching a fabric form according to the second embodiment. In this example, a fabric form is fixed to the side of a concrete structure C and is erected. The bag-like frame 1 before the filler is injected is made by passing the tube material 10 through the bag-like frame 1 and screwing the bolt B (or anchor bolt) as a fixing device into the plug anchor (grip anchor) P driven into the concrete structure C. Attached to the side of the structure. Each pipe 10 is manufactured with a length determined according to the thickness required for the concrete body formed by the cloth form. The unfixed pipe material 10 in the portion of the bag-like frame 1 that protrudes above the concrete structure C is tightened with bolts B and nuts N as shown in FIG. At this time, the presence of the reinforcing members 20 and 21 maintains the upright state of the bag-like frame 1. After applying the bolts B to all the pipe materials 10, concrete as a filler is injected through the injection port 2 using a pump or the like. Since a large number of non-flexible tubes 10 are arranged at predetermined intervals, they function as a frame interval maintaining material that restricts the expansion of the interval between the fibrous materials 1a and 1b, that is, the expansion of the bag-like frame 1 in the thickness direction. The shape and dimensions of the bag-like frame 1 are stabilized from concrete pouring to subsequent curing. After construction, the cloth formwork is left as it is, forming a concrete body together with the poured concrete.

図5には、別の付設例を示す。この付設例は、第1又は第2実施形態に係る布型枠を使用したコンクリート構造物C’の補強構造で、該コンクリート構造物C’は、1本の柱と2枚の壁を構成しているものとする。上述のとおり作製された袋状枠1は、全管材10を利用して、ボルトB及びプラグアンカーによりコンクリート構造物C’に固定される。第2実施形態に係る袋状枠1の場合は配筋材20,21を備えているが、上述のように配筋材20,21は屈曲性をもつので、コンクリート構造物C’の施工面起伏にぴったり沿わせて固定することができる。このように、第1及び第2実施形態に係る布型枠は、ボルトBという簡単な固定具で容易に施工することができる。袋状枠1の固定後、注入口2からコンクリートを注入し養生すれば、布型枠による補強構造が完成する。このときにも、上述したとおり、非可撓性の管材10が布型枠の形状、寸法を安定させるべく機能する。 FIG. 5 shows another example of attachment. This attachment example is a reinforcement structure of a concrete structure C' using the cloth formwork according to the first or second embodiment, and the concrete structure C' consists of one column and two walls. It is assumed that The bag-like frame 1 produced as described above is fixed to the concrete structure C' using the entire pipe material 10 with bolts B and plug anchors. In the case of the bag-like frame 1 according to the second embodiment, the reinforcing members 20 and 21 are provided, but since the reinforcing members 20 and 21 have flexibility as described above, the construction surface of the concrete structure C' It can be fixed exactly along the undulations. In this way, the cloth formwork according to the first and second embodiments can be easily constructed using a simple fixture called the bolt B. After fixing the bag-shaped frame 1, concrete is injected through the injection port 2 and cured, thereby completing a reinforced structure using the cloth formwork. Also at this time, as described above, the non-flexible tube material 10 functions to stabilize the shape and dimensions of the fabric form.

1 袋状枠
1a,1b 繊維材
2 注入口
10 管材
11 パッキン
20,21 配筋材
1 Bag-shaped frames 1a, 1b Fibrous material 2 Inlet 10 Pipe material 11 Packing 20, 21 Reinforcement material

Claims (4)

繊維材から形成した袋状枠の中に充填材を注入して使用する布型枠であって、
前記袋状枠の内部に非可撓性の管材を配置して該管材の端部に前記繊維材を固着させると共に、該管材の管内空間に連通する穴を前記繊維材に開けてあり、
配筋材が、前記袋状枠の内面に接着されている、布型枠。
A cloth formwork that is used by injecting a filler into a bag-like frame formed from a fiber material,
A non-flexible tube is disposed inside the bag-like frame, the fibrous material is fixed to the end of the tube, and a hole communicating with the inner space of the tube is formed in the fibrous material ,
A cloth formwork in which reinforcing material is bonded to the inner surface of the bag-like frame .
前記配筋材は、互いに交差する2方向に延伸するように配設してある、請求項1に記載の布型枠。 The cloth formwork according to claim 1 , wherein the reinforcing members are arranged so as to extend in two directions that intersect with each other. 前記配筋材は、板状の繊維強化プラスチックから形成されている、請求項1又は2に記載の布型枠。 The cloth formwork according to claim 1 or 2 , wherein the reinforcing material is formed from a plate-shaped fiber-reinforced plastic. 請求項1~3のいずれか1項に記載の布型枠を構造物に付設した付設構造であって、
前記管内空間を通し貫通させた固定具で当該布型枠を施工面へ固定してある、付設構造。
An attached structure in which the fabric form according to any one of claims 1 to 3 is attached to a structure,
An attached structure in which the cloth formwork is fixed to the construction surface using a fixture penetrating through the pipe interior space.
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JP2018044157A JP7185410B2 (en) 2018-03-12 2018-03-12 cloth formwork
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JP2008308896A (en) 2007-06-15 2008-12-25 Ashimori Ind Co Ltd Bag body for reinforcing columnar structure, and method of reinforcing columnar structure
JP2016089528A (en) 2014-11-07 2016-05-23 東日本旅客鉄道株式会社 Shear reinforcement method for concrete structure

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JPS5815565B2 (en) * 1975-02-18 1983-03-26 オガワテント カブシキガイシヤ Concrete
JPS51138943U (en) * 1975-05-01 1976-11-09
EP0030452B1 (en) * 1979-12-03 1984-01-11 Sa Uco Nv Reinforced flexible shutter and modular units to form such a shutter
JPS5941236Y2 (en) * 1980-10-24 1984-11-27 旭化成株式会社 Bag-shaped fabric formwork
JPS58150627A (en) * 1982-02-27 1983-09-07 Kazumi Yamaoka Concrete placing work for concrete mat

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Publication number Priority date Publication date Assignee Title
JP2008308896A (en) 2007-06-15 2008-12-25 Ashimori Ind Co Ltd Bag body for reinforcing columnar structure, and method of reinforcing columnar structure
JP2016089528A (en) 2014-11-07 2016-05-23 東日本旅客鉄道株式会社 Shear reinforcement method for concrete structure

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