JPH0531839A - Unidirectionally arranged reinforced fiber sheet - Google Patents

Unidirectionally arranged reinforced fiber sheet

Info

Publication number
JPH0531839A
JPH0531839A JP3214524A JP21452491A JPH0531839A JP H0531839 A JPH0531839 A JP H0531839A JP 3214524 A JP3214524 A JP 3214524A JP 21452491 A JP21452491 A JP 21452491A JP H0531839 A JPH0531839 A JP H0531839A
Authority
JP
Japan
Prior art keywords
fiber
reinforcing
sheet
reinforced
resin
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP3214524A
Other languages
Japanese (ja)
Inventor
Makoto Saito
誠 斉藤
Makoto Takezawa
誠 竹澤
Hiroshi Inoue
寛 井上
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.)
Tonen General Sekiyu KK
Original Assignee
Tonen Corp
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 Tonen Corp filed Critical Tonen Corp
Priority to JP3214524A priority Critical patent/JPH0531839A/en
Publication of JPH0531839A publication Critical patent/JPH0531839A/en
Pending legal-status Critical Current

Links

Landscapes

  • Laminated Bodies (AREA)
  • Moulding By Coating Moulds (AREA)

Abstract

PURPOSE:To provide the reinforced fiber sheet arranged in one direction, while when the construction such as a bridge, etc., is reinforced by fiber-reinforced plastic, the reinforcement may be carried out with favorable workability at reinforcing site, its reinforced strength can be improved and it is preferably used in the manufacture of a small boat, etc., by hand lay-up. CONSTITUTION:A reinforced fiber sheet 1 is composed of the substrate sheet 2 which is provided with adhesive layer 3 and has mold release property and resin-unpermeability and the reinforcing fiber 4 arranged in one direction on the substrate sheet 2 through te adhesive layer 3 and stuck thereto. Accordingly, after the reinforcing fiber 4 has been impregnated with the matrix resin of room temperature-curing type and has been stuck to the position to be reinforced at reinforcing site, since the matrix resin is cured by leaving it as it is and fiber reinforced plastic is made, the operational propety of reinforcing process is excellent, and since the reinforcing fiber 4 is arranged in one direction, its reinforced strength is improved.

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、繊維強化プラスチック
により橋梁や高架道路などを初めとする構築物の補強を
するに際し、補強現場で施行性良く補強を行なうことが
でき且つ補強強度も向上することを可能とした一方向配
列強化繊維シ−トである。本発明の一方向配列強化繊維
シ−トによれば、構築物の補強作業に使用するばかりで
なく、繊維強化プラスチック製の小型ボートなどをハン
ドレイアップで製作する際にも好適に使用することがで
きる。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention, when reinforcing a structure such as a bridge or an elevated road with a fiber reinforced plastic, can perform reinforcement at a reinforcement site with good workability and also improve the reinforcement strength. It is a unidirectionally arranged reinforcing fiber sheet capable of According to the unidirectionally arranged reinforced fiber sheet of the present invention, it can be suitably used not only for reinforcing the structure but also for manufacturing a small boat made of fiber reinforced plastic by hand layup. it can.

【0002】[0002]

【従来の技術】橋梁や高架道路などの橋脚を繊維強化プ
ラスチックにより補強することが行なわれている。
2. Description of the Related Art Bridge piers such as bridges and elevated roads have been reinforced with fiber reinforced plastics.

【0003】その補強の仕方として、従来、(1)硬化
した繊維強化プラスチックを橋脚の補強箇所に貼り付け
る方法、(2)橋脚の補強箇所にプリプレグを貼り付
け、その上に加熱硬化時の変形を防止するための押さえ
テ−プを巻回して、加熱硬化することにより繊維強化プ
ラスチックと為す方法、(3)橋脚の補強箇所に強化繊
維のクロスを巻き付けて、それに室温硬化型のマトリク
ス樹脂を含浸させ、押さえテ−プを巻回後に放置して硬
化せることにより、繊維強化プラスチックと為す方法、
等が知られている。
Conventionally, as a method of reinforcement, (1) a method of pasting a cured fiber reinforced plastic to a reinforcement portion of a bridge pier, and (2) a prepreg attached to a reinforcement portion of a bridge pier, on which deformation during heat curing is applied. A method of forming a fiber reinforced plastic by winding a pressing tape to prevent the heat-curing, (3) Wrapping a reinforcing fiber cloth around the reinforced portion of the pier, and applying a room temperature curable matrix resin to it. A method of forming a fiber reinforced plastic by impregnating and holding the pressing tape after winding and curing.
Etc. are known.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記
(1)の方法では、橋脚の補強箇所に対する補強の効率
は良好であるが、湾曲した補強箇所では実施できないと
いう大きな欠点がある。(2)の方法では、橋脚の補強
箇所に貼り付けたプリプレグを現場で加熱硬化しなけれ
らばならないので、加熱硬化の作業が容易でない欠点が
ある。(3)の方法では、強化繊維を平織、綾織等によ
りクロスにして用いているため、強化繊維はその縦糸と
横糸とが交わる箇所で強度が弱く、これが原因で繊維強
化プラスチックとしたときに十分な補強効果が得られな
い欠点がある。
However, in the method (1) described above, although the efficiency of the reinforcement for the reinforcement portion of the pier is good, there is a big drawback that it cannot be implemented at the curved reinforcement portion. In the method (2), the prepreg attached to the reinforced portion of the bridge pier must be heat-cured on site, so that the work of heat-curing is not easy. In the method of (3), since the reinforcing fiber is used as a cloth by plain weave, twill weaving, etc., the strength of the reinforcing fiber is weak at the position where the warp and the weft cross each other. However, there is a drawback in that it is not possible to obtain a sufficient reinforcing effect.

【0005】上記以外に、橋脚の補強箇所に現場でフィ
ラメントワィンディング法により樹脂を含浸させた強化
繊維の糸を巻き付け、その後硬化して繊維強化プラスチ
ックと為す方法も考えられているが、補強対象が限られ
る上に設備コストが高い等の欠点があり、実用的でな
い。
In addition to the above, a method of winding a fiber of a reinforced fiber impregnated with a resin by a filament winding method on the spot at a reinforced portion of a pier and then hardening it to form a fiber reinforced plastic is considered, but the object to be reinforced is It is not practical because it has the drawbacks of being limited and high in equipment cost.

【0006】従って本発明の目的は、上述の現状に鑑
み、繊維強化プラスチックにより橋梁や高架道路などを
初めとする構築物の補強をするに際し、補強現場で施行
性良く補強を行なうことができ且つ補強強度も向上する
ことを可能とした一方向配列強化繊維シ−トを提供する
ことである。
Therefore, in view of the above-mentioned present situation, an object of the present invention is to reinforce a structure such as a bridge or an elevated road with a fiber reinforced plastic so that the reinforcement can be carried out easily at the site of reinforcement and the reinforcement. An object of the present invention is to provide a unidirectionally arranged reinforcing fiber sheet capable of improving strength.

【0007】本発明の他の目的は、強化繊維プラスチッ
クにより小型ボートなどをハンドレイアップで作成する
のに好適な一方向配列強化繊維シ−トを提供することで
ある。
Another object of the present invention is to provide a unidirectionally arranged reinforcing fiber sheet suitable for making a small boat or the like by hand layup by using the reinforcing fiber plastic.

【0008】[0008]

【課題を解決するための手段】上記目的は本発明に係る
一方向配列強化繊維シ−トにて達成される。要約すれば
本発明は、接着剤層を設けた離型性及び樹脂非浸透性の
支持体シ−トと、前記接着剤層を介して前記支持体シ−
ト上に一方向に配列して接着した強化繊維とからなるこ
とを特徴とする一方向配列強化繊維シ−トである。好ま
しくは、前記支持体シートは、離型紙又はフィルムとさ
れる。又前記強化繊維上には粘着性樹脂層を設けること
ができ、更にその粘着性樹脂層上に樹脂浸透性の支持体
を設けることができる。
The above object is achieved by the unidirectionally arranged reinforcing fiber sheet according to the present invention. In summary, the present invention provides a releasable and resin-impermeable support sheet provided with an adhesive layer, and the support sheet through the adhesive layer.
A unidirectionally arranged reinforcing fiber sheet, which comprises reinforcing fibers arranged in one direction and adhered on a sheet. Preferably, the support sheet is a release paper or film. An adhesive resin layer can be provided on the reinforcing fibers, and a resin-permeable support can be provided on the adhesive resin layer.

【0009】[0009]

【実施例】図1は、本発明の一方向配列強化繊維シ−ト
の一実施例を示す断面図である。
1 is a sectional view showing an embodiment of a unidirectionally arranged reinforcing fiber sheet of the present invention.

【0010】本発明の一方向配列強化繊維シ−ト1は、
接着剤層3を設けた支持体シ−ト2と、接着剤層3を介
して支持体シ−ト2上に一方向に配列して接着した強化
繊維4とからなり、橋梁や高架道路などの補強現場で強
化繊維4にマトリクス樹脂を含浸させて、補強に使用で
きるようにしてある。ハンドレイアップで小型ボートな
どを作成する際にも、その場で強化繊維4にマトリクス
樹脂を含浸させて使用することができる。
The unidirectionally arranged reinforcing fiber sheet 1 of the present invention comprises:
It is composed of a support sheet 2 provided with an adhesive layer 3 and reinforcing fibers 4 which are arranged in one direction on the support sheet 2 via the adhesive layer 3 and adhered to each other, such as bridges and elevated roads. The reinforcing fiber 4 is impregnated with the matrix resin at the reinforcing site so that it can be used for reinforcement. Even when a small boat or the like is made by hand layup, the reinforcing fiber 4 can be impregnated with the matrix resin on the spot and used.

【0011】本発明によれば、上記支持体シート2は、
補強現場で強化繊維4にマトリクス樹脂を含浸した強化
繊維シート1を作業員が手で持って補強箇所に貼り付け
るなどの作業や、小型ボートなどをハンドレイアップで
作る際の作業等に耐えられるようにするために、堅固で
且つ可撓性を有している。又強化繊維シート1を補強箇
所の表面上に貼り付けた後、強化繊維シート1から支持
体シート2を剥すのに便利なように、離型性及び樹脂非
浸透性を備えている。離型性及び樹脂非浸透性のシート
としては、例えば離型紙、ポリアミドやポリエステル、
ポリエチレン、ポリプロピレン樹脂等のフィルムを使用
することができる。支持体シ−ト2の厚みとしては、可
撓性を有し且つ強化繊維4を支持可能な強度を備える観
点から、1〜500μm、好ましくは5〜200μm程
度とされる。
According to the present invention, the support sheet 2 comprises:
At the site of reinforcement, workers can withstand the work such as holding the reinforcing fiber sheet 1 in which the matrix resin is impregnated into the reinforcing fiber 4 by hand and pasting it to the reinforcing place, and the work when making a small boat etc. by hand layup. For that reason, it is rigid and flexible. Further, it has releasability and resin impermeability so that it is convenient for peeling the support sheet 2 from the reinforcing fiber sheet 1 after the reinforcing fiber sheet 1 is pasted on the surface of the reinforcing portion. As the releasable and resin-impermeable sheet, for example, release paper, polyamide or polyester,
A film made of polyethylene, polypropylene resin or the like can be used. The thickness of the support sheet 2 is 1 to 500 μm, preferably 5 to 200 μm from the viewpoint of having flexibility and strength capable of supporting the reinforcing fibers 4.

【0012】接着剤層3を形成する接着剤としては、原
則として支持体シ−ト2上に強化繊維4を少なくとも一
時的に接着できるものならば何でもよいが、好ましくは
接着剤はマトリクス樹脂との相溶性のよい樹脂を使用す
ることが良く、例えばマトリクス樹脂としてエポキシ樹
脂を使用するときには、エポキシ系の接着剤を用いるこ
とがよい。接着剤層3の厚みとしては、強化繊維4を一
時的に接着できればよいことから、5〜100μm、好
ましくは10〜30μm程度あればよい。
As an adhesive for forming the adhesive layer 3, any adhesive can be used as long as it can at least temporarily bond the reinforcing fibers 4 to the support sheet 2, but preferably the adhesive is a matrix resin. It is preferable to use a resin having a good compatibility with, for example, when an epoxy resin is used as a matrix resin, an epoxy adhesive is used. The thickness of the adhesive layer 3 may be 5 to 100 μm, preferably 10 to 30 μm, as long as the reinforcing fibers 4 can be temporarily bonded.

【0013】強化繊維4としては、ピッチ系炭素繊維、
ボロン繊維、PAN系炭素繊維、アラミド繊維、ガラス
繊維、スチール繊維、ポリエステル繊維、ポリエチレン
繊維など各種の繊維を使用することができる。又これら
の繊維は単独で使用する他、2種以上を組合せて繊維を
ハイブリッド化して使用することもできる。
As the reinforcing fiber 4, pitch-based carbon fiber,
Various fibers such as boron fiber, PAN-based carbon fiber, aramid fiber, glass fiber, steel fiber, polyester fiber and polyethylene fiber can be used. Further, these fibers may be used alone or in combination of two or more to hybridize the fibers.

【0014】強化繊維4は、これをフィラメントとして
収束剤で多数本収束した繊維束または軽度に撚りをかけ
て収束した繊維束を接着剤層3上に並べて上方から押し
潰すことにより軽度にバラされ、これにより強化繊維4
は収束剤または撚りによる結合により複数層に積層した
状態で、支持体シ−ト2上に接着剤層3を介して一方向
に配列して接着され、かくして所望の強化繊維シ−ト1
が得られる。
The reinforcing fibers 4 are lightly separated by arranging a large number of fiber bundles, which are bundled with a sizing agent as filaments, or a fiber bundle that has been slightly twisted and aligned on the adhesive layer 3 and crushed from above. , By this, reinforcing fiber 4
Are laminated in a plurality of layers by binding with a sizing agent or twisting, and are arranged in one direction on the support sheet 2 through the adhesive layer 3 and bonded, and thus the desired reinforcing fiber sheet 1 is obtained.
Is obtained.

【0015】この場合、複数層の強化繊維4は、図2
(A)に示すように、繊維束4Aを接着剤層3を介して
支持体シ−ト2上に密に一方向に並べて、繊維束4Aを
上から押し潰すことにより繊維束4Aの下部を接着剤層
3に接着して、図2(B)に示すように、支持体シ−ト
2上に横方向に間隔を置かずに密に設けてもよく、或い
は、図3(A)に示すように、繊維束4Aを接着剤層3
を介して支持体シ−ト2上に横方向に間隔を開けて一方
向に並べて、同様に繊維束4Aを上から押し潰すことに
より繊維束4Aの下部を接着剤層3に接着して、図3
(B)に示すように、支持体シ−ト2上に横方向に間隔
を置いて疎に設けてもよい。
In this case, the plurality of layers of the reinforcing fiber 4 are as shown in FIG.
As shown in (A), the fiber bundles 4A are densely arranged in one direction on the support sheet 2 with the adhesive layer 3 interposed therebetween, and the fiber bundles 4A are crushed from above so that the lower portions of the fiber bundles 4A are removed. It may be adhered to the adhesive layer 3 and may be densely provided on the support sheet 2 without a space in the lateral direction, as shown in FIG. 2B, or as shown in FIG. As shown, the fiber bundle 4A is attached to the adhesive layer 3
Are arranged in one direction at intervals on the support sheet 2 in the lateral direction, and the lower part of the fiber bundle 4A is adhered to the adhesive layer 3 by similarly crushing the fiber bundle 4A from above, Figure 3
As shown in (B), they may be provided sparsely on the support sheet 2 at intervals in the lateral direction.

【0016】繊維束4Aは、繊維4同士の間、即ちフィ
ラメント同士の間の開繊を行ったものでも、行わないも
のでもどちらでも使用することができる。繊維束4Aの
押し潰しの程度は、これによって配列した複数層の繊維
4の層に得たい層厚にもよるが、炭素繊維の場合を示す
と、直径5〜15μmの炭素繊維フィラメントを120
00本程度収束した炭素繊維束のとき、これを横方向の
幅が5mm程度になるように押し潰すことが一例として
挙げられる。
The fiber bundle 4A may be used either with or without the opening between the fibers 4, that is, between the filaments. The degree of crushing of the fiber bundle 4A depends on the layer thickness desired to obtain a plurality of layers of the fibers 4 arranged by this, but in the case of carbon fiber, the carbon fiber filament having a diameter of 5 to 15 μm is 120
As an example, when about 100 carbon fiber bundles are bundled, the carbon fiber bundles are crushed so that the width in the lateral direction becomes about 5 mm.

【0017】以上のような本発明の一方向配列強化繊維
シ−ト1は、例えば図4に示すようにして製造すること
ができる。
The unidirectionally arranged reinforcing fiber sheet 1 of the present invention as described above can be manufactured, for example, as shown in FIG.

【0018】即ち、シ−ト供給ロ−ル6から供給された
支持体シ−ト2上に接着剤塗布ロ−ル7で接着剤を塗布
して接着剤層3を設けた後、シ−ト2を一対の加圧ロ−
ラ8a、8bが間隔を開けて設けられた加圧部8へ送り
込み、同時に加圧部8へ強化繊維4の繊維束4Aと離型
紙ロ−ル10からの離型紙9とを送り込んで、シ−ト2
上の接着剤層3上に繊維束4Aを一方向に並べ、その上
に離型紙9を重ねる。そしてその状態で加圧ロ−ラ8
a、8bと図示しない支持板とで加圧し、繊維束4Aを
押し潰すと同時に、これにより軽度にバラされた強化繊
維4を接着剤層3を介してシ−ト2上に接着する。これ
により支持体シ−ト2上の接着剤層3を介して強化繊維
4を一方向に配列して接着してなる一方向強化繊維シ−
ト1が得られる。得られたシ−ト1は、その後、離型紙
9を離型紙巻取りロ−ル11で巻き取り、必要に応じて
フィルム供給ロ−ル12から供給したカバ−フィルム1
3を強化繊維4上に被せた状態で、シ−ト巻取りロ−ル
14に巻き取られる。
That is, after the adhesive is applied by the adhesive application roll 7 onto the support sheet 2 supplied from the sheet supply roll 6, the adhesive layer 3 is provided, and then the sheet is formed. A pair of pressure rollers
The rollers 8a and 8b are fed to the pressure section 8 provided with a space therebetween, and at the same time, the fiber bundle 4A of the reinforcing fibers 4 and the release paper 9 from the release paper roll 10 are fed to the pressure section 8. -T2
The fiber bundle 4A is arranged in one direction on the upper adhesive layer 3, and the release paper 9 is laid on it. And in that state, the pressure roller 8
Pressure is applied between a and 8b and a support plate (not shown) to crush the fiber bundle 4A, and at the same time, the reinforcing fibers 4 which are lightly separated by this are bonded to the sheet 2 via the adhesive layer 3. As a result, the unidirectional reinforcing fiber sheet is formed by arranging and adhering the reinforcing fibers 4 in one direction through the adhesive layer 3 on the support sheet 2.
To 1 is obtained. The sheet 1 thus obtained was then covered with the release paper 9 by the release paper winding roll 11 and, if necessary, the cover film 1 supplied from the film supply roll 12.
The sheet 3 is covered with the reinforcing fiber 4 and wound on a sheet winding roll 14.

【0019】本発明の一方向配列強化繊維シ−ト1は補
強に用いる際、補強現場で強化繊維4にマトリクス樹脂
を含浸させて使用されるが、補強箇所へのシ−ト1の貼
り付け後にそのまま放置することにより、マトリクス樹
脂を硬化することができるようにするために、マトリク
ス樹脂は室温硬化型の樹脂を使用する。しかしながら、
本発明は、加熱硬化によってマトリクス樹脂の硬化の促
進を図ることを妨げられるものではない。
When the unidirectionally arranged reinforcing fiber sheet 1 of the present invention is used for reinforcement, the reinforcing fiber 4 is impregnated with a matrix resin at the site of reinforcement, and the sheet 1 is attached to the reinforcement portion. A room temperature curable resin is used as the matrix resin so that the matrix resin can be cured by leaving it as it is later. However,
The present invention does not prevent acceleration of curing of the matrix resin by heat curing.

【0020】室温硬化型樹脂としては、硬化剤及び硬化
促進剤の配合を調節して室温で硬化するようにしたエポ
キシ樹脂、不飽和ポリエステル樹脂等が使用できる。
As the room temperature curable resin, an epoxy resin, an unsaturated polyester resin or the like in which the composition of a curing agent and a curing accelerator is adjusted to cure at room temperature can be used.

【0021】本発明によれば、一方向配列強化繊維シー
ト1を用いた構築物の補強は次のように行われる。
According to the present invention, the reinforcement of the structure using the unidirectionally arranged reinforcing fiber sheet 1 is performed as follows.

【0022】即ち、本発明の一態様では、橋梁や高架道
路の橋脚など構築物の補強現場で、ロ−ラ、刷毛、吹付
け等の適宜な塗布手段により一方向配列強化繊維シ−ト
1の強化繊維4に室温硬化型のマトリクス樹脂を塗布し
て含浸させ、図5に示すように、強化繊維4の側を構築
物の補強箇所15側としてシ−ト1を補強箇所15の周
囲に貼り付け、そして支持体シート2を剥す。このよう
にしてシート1を所望の数だけ積層する。次いでハンド
ロ−ラ等で更にマトリクス樹脂の含浸操作を行った後、
その上に押さえテ−プを巻回するなどしてカバ−を行
い、その後そのまま放置してマトリクス樹脂を硬化さ
せ、シ−ト1を繊維強化プラスチックと為せばよい。こ
れにより繊維強化プラスチックによる構築物の補強が行
われる。
That is, according to one aspect of the present invention, the unidirectionally arranged reinforcing fiber sheet 1 is applied by a suitable application means such as a roller, a brush or a spray at a site for reinforcing a structure such as a bridge or a bridge pier of an elevated road. A room temperature curable matrix resin is applied to and impregnated into the reinforcing fiber 4, and the sheet 1 is attached to the periphery of the reinforcing portion 15 with the reinforcing fiber 4 side as the reinforcing portion 15 side of the structure as shown in FIG. , And the support sheet 2 is peeled off. In this way, the desired number of sheets 1 are stacked. Then, after further impregnating the matrix resin with a hand roller or the like,
The sheet 1 may be made into a fiber reinforced plastic by covering it by winding a pressing tape or the like and then leaving it as it is to cure the matrix resin. This provides reinforcement of the structure with fiber reinforced plastic.

【0023】本発明の他の態様では、図6に示すよう
に、補強箇所15の周囲に室温硬化型のマトリクス樹脂
18を例えば100μm程度の厚みに塗布し、次いで強
化繊維4の側を補強箇所15側として一方向配列強化繊
維シ−ト1を貼り付け、そして支持体シート2を剥すと
いうようにして、シート1を所望の数だけ積層し、その
貼り付けと同時に強化繊維4にマトリクス樹脂18を含
浸させる。この場合、先に積層して支持体シート2を剥
したシ−ト1上に次ぎのシ−ト1を積層する度に、先の
シ−ト1上に更にマトリクス樹脂を塗布してもよい。そ
の後は、上記と同様に、シ−ト1上に押さえテ−プを巻
回するなどしてカバ−を行い、その後そのまま放置して
マトリクス樹脂を硬化させ、シ−ト1を繊維強化プラス
チックと為せばよい。これにより同様に繊維強化プラス
チックによる構築物の補強が行われる。
In another embodiment of the present invention, as shown in FIG. 6, a room temperature curing type matrix resin 18 is applied around the reinforced portion 15 to a thickness of, for example, about 100 μm, and then the reinforcing fiber 4 side is reinforced. The unidirectionally arranged reinforcing fiber sheet 1 is attached on the side of 15 and the support sheet 2 is peeled off so that a desired number of sheets 1 are laminated, and at the same time as the attaching, the matrix resin 18 is attached to the reinforcing fibers 4. Impregnate. In this case, each time the next sheet 1 is laminated on the sheet 1 on which the support sheet 2 has been peeled off first and the support sheet 2 has been peeled off, a matrix resin may be further coated on the previous sheet 1. . Thereafter, in the same manner as described above, a cover tape is wound on the sheet 1 to cover the sheet 1, and then the matrix resin is cured by leaving the sheet as it is to convert the sheet 1 into a fiber reinforced plastic. Just do it. This likewise reinforces the structure with fiber-reinforced plastics.

【0024】以上のような補強方法によれば、繊維強化
プラスチックにより橋梁や高架道路などを初めとする構
築物の補強をするに際し、支持体シ−ト上に強化繊維を
一方向に配列して設けた強化繊維シ−ト1を用い、補強
現場で強化繊維4に室温硬化型のマトリクス樹脂を含浸
させて使用するようにしているので、マトリクス樹脂を
含浸させたシ−ト1を補強箇所の周囲に貼り付けてその
まま放置することにより、マトリクス樹脂を硬化させて
シ−ト1を繊維強化プラスチックと為すことができ、補
強現場でのマトリクス樹脂の加熱硬化という面倒な作業
を行うことなく、作業性良く繊維強化プラスチックによ
る補強を行なうことができる。
According to the reinforcing method as described above, when reinforcing structures such as bridges and elevated roads with fiber reinforced plastic, reinforcing fibers are arranged in one direction on the support sheet. Since the reinforcing fiber sheet 1 is used and the reinforcing fiber 4 is impregnated with the room temperature curable matrix resin at the site of reinforcement, the sheet 1 impregnated with the matrix resin is used around the reinforcing portion. The matrix resin can be hardened to leave the sheet 1 as a fiber reinforced plastic by being left attached to the sheet, and the sheet 1 can be made into a fiber reinforced plastic, and the workability can be improved without the troublesome work of heating and curing the matrix resin at the reinforcement site. It can be reinforced with fiber-reinforced plastic.

【0025】又強化繊維4は一方向に配列されているの
で、これをクロスにしたときのような繊維強化プラスチ
ックの強度低下がなく、従って補強強度を向上すること
ができる。更にシ−ト1を補強箇所の周囲に貼り付けた
後にマトリクス樹脂を硬化させるので、湾曲した補強箇
所でも補強の実施をすることができる。
Further, since the reinforcing fibers 4 are arranged in one direction, the strength of the fiber-reinforced plastic is not lowered as in the case where the fibers are crossed, and therefore the reinforcing strength can be improved. Furthermore, since the matrix resin is cured after the sheet 1 is attached to the periphery of the reinforced portion, it is possible to reinforce the curved reinforced portion.

【0026】図7は、本発明の強化繊維シートの他の実
施例を示す断面図である。本実施例の強化繊維シート1
では、支持体シート2上の強化繊維4上に粘着性樹脂層
5を設けたことが特徴である。
FIG. 7 is a sectional view showing another embodiment of the reinforcing fiber sheet of the present invention. Reinforcing fiber sheet 1 of this example
Then, the feature is that the adhesive resin layer 5 is provided on the reinforcing fibers 4 on the support sheet 2.

【0027】支持体シート2上の強化繊維4は、集束剤
又は撚りによる結合で複数層の繊維層として積層された
状態で接着剤層3を介して、支持体シート2上に軽度に
接着されて設けられているので、補強現場での強化繊維
4へのマトリクス樹脂の含浸時或いは補強箇所へのシー
ト1の貼り付け時にシート1の取り扱いに注意しない
と、強化繊維4の層中から又支持体シート2上から強化
繊維4が毛羽立つ虞がある。そこで本実施例では、強化
繊維4の最上層上に粘着性樹脂層5を設けて、強化繊維
4の毛羽立ちを防止するようにしたのである。マトリク
ス樹脂は樹脂層5上から強化繊維4に含浸される。
The reinforcing fibers 4 on the support sheet 2 are lightly adhered to the support sheet 2 via the adhesive layer 3 in a state of being laminated as a plurality of fiber layers by binding with a sizing agent or twisting. Since it is provided in the reinforcement field, when the matrix resin is impregnated into the reinforcement fiber 4 at the site of reinforcement or when the sheet 1 is attached to the reinforcement portion, care must be taken when handling the sheet 1 to support it from the layer of the reinforcement fiber 4. The reinforcing fibers 4 may be fluffed on the body sheet 2. Therefore, in this embodiment, the adhesive resin layer 5 is provided on the uppermost layer of the reinforcing fibers 4 to prevent the reinforcing fibers 4 from fuzzing. The matrix resin is impregnated into the reinforcing fiber 4 from above the resin layer 5.

【0028】上記の粘着性樹脂層5には、硬化剤を含ま
ないエポキシ樹脂、フェノール樹脂、酢酸ビニル、ポリ
ビニールアルコール、石油樹脂、澱粉など接着剤に使用
する樹脂を使用することができる。粘着性樹脂層5の厚
みは、強化繊維4の毛羽立ちを防止できればよいことか
ら厚くする必要はなく、薄い方が強化繊維4へのマトリ
クス樹脂の浸透を極力妨げないようにすることからも好
ましい。このような観点から樹脂層5の厚みは1〜10
0μm程度、より好ましくは5〜30μmとされる。強
化繊維4上への粘着性樹脂層5の形成は、例えば強化繊
維4上から樹脂を吹き付ける方法や、先の図4の離型紙
9に樹脂層5を予め塗工しておく方法などにより行なう
ことができる。
For the adhesive resin layer 5 described above, a resin used for an adhesive such as an epoxy resin, a phenol resin, a vinyl acetate, a polyvinyl alcohol, a petroleum resin, or a starch containing no curing agent can be used. The pressure-sensitive adhesive resin layer 5 does not need to be thicker as long as it can prevent fluffing of the reinforcing fibers 4, and it is preferable that the thickness is thin so that the penetration of the matrix resin into the reinforcing fibers 4 is prevented as much as possible. From such a viewpoint, the thickness of the resin layer 5 is 1 to 10
The thickness is about 0 μm, more preferably 5 to 30 μm. The adhesive resin layer 5 is formed on the reinforcing fibers 4 by, for example, a method of spraying a resin from the reinforcing fibers 4 or a method of previously coating the release paper 9 of FIG. 4 with the resin layer 5. be able to.

【0029】本実施例の一方向強化繊維シート1を用い
た構築物の補強は、先の実施例のときと同様、図5又は
図6に示した補強方法に準じて行なえば良い。本実施例
によれば、強化繊維4上に粘着性樹脂層5を設けたの
で、強化繊維4の層中から又支持体シート2上から強化
繊維4が毛羽立ちするのが防止され、従って補強作業時
の強化繊維シート1の取扱が容易になり、作業性が一段
と向上する。
Reinforcement of the structure using the unidirectional reinforcing fiber sheet 1 of this embodiment may be carried out according to the reinforcing method shown in FIG. 5 or 6 as in the case of the previous embodiment. According to this embodiment, since the adhesive resin layer 5 is provided on the reinforcing fibers 4, it is possible to prevent the reinforcing fibers 4 from being fluffed from the layer of the reinforcing fibers 4 and from the support sheet 2, and thus the reinforcing work. At this time, the reinforcing fiber sheet 1 can be easily handled, and the workability is further improved.

【0030】図8は、本発明の一方向強化繊維シートの
更に他の実施例を示す断面図である。本実施例では、補
強作業時の強化繊維4の毛羽立ち防止をより一層確実に
するために、粘着性樹脂層5上に更に樹脂浸透性の支持
体16を設けたことが特徴である。
FIG. 8 is a sectional view showing still another embodiment of the unidirectional reinforcing fiber sheet of the present invention. The present embodiment is characterized in that a resin-permeable support 16 is further provided on the adhesive resin layer 5 in order to further prevent the fluffing of the reinforcing fibers 4 during the reinforcing work.

【0031】上記支持体16は、その上からマトリクス
樹脂を施して強化繊維4に含浸することができるよう
に、樹脂浸透性であることが必要とされる。このような
樹脂浸透性の支持体16としては、スクリムクロス、ガ
ラスクロス、ガラスペーパー、ガラス不織布、ポリアミ
ド、PPS(ポリフェニレンサルファイド)などの各種
ポリマーの不織布等を使用することができる。支持体1
6の厚みは、これが強化繊維4の毛羽立ち防止を目的と
することから1〜100μm程度あればよく、好ましく
は5〜50μmとされる。
The support 16 is required to be resin permeable so that the matrix resin can be applied on the support 16 to impregnate the reinforcing fibers 4. As the resin-permeable support 16, scrim cloth, glass cloth, glass paper, glass non-woven fabric, polyamide, non-woven fabric of various polymers such as PPS (polyphenylene sulfide) and the like can be used. Support 1
The thickness of 6 may be about 1 to 100 μm, and preferably 5 to 50 μm, for the purpose of preventing fuzzing of the reinforcing fibers 4.

【0032】本実施例の一方向強化繊維シート1による
構築物の補強は、先の実施例のときと同様、図5又は図
6に示した補強方法に準じて行なわれる。本実施例によ
れば、強化繊維4上の粘着性樹脂層5上に更に樹脂浸透
性の支持体16を設けたので、強化繊維4の毛羽立ち防
止が一層確実になり、補強作業時の強化繊維シート1の
取扱が更に容易になって、作業性がより一段と向上す
る。
Reinforcement of the construct by the unidirectional reinforcing fiber sheet 1 of this embodiment is carried out according to the reinforcing method shown in FIG. 5 or 6 as in the previous embodiment. According to the present embodiment, since the resin-permeable support 16 is further provided on the adhesive resin layer 5 on the reinforcing fiber 4, the fluffing of the reinforcing fiber 4 can be prevented more reliably, and the reinforcing fiber at the time of the reinforcing work can be prevented. The handling of the sheet 1 is further facilitated, and the workability is further improved.

【0033】以上では、強化繊維4に含浸する室温硬化
型マトリクス樹脂は、通常通り、硬化剤及び硬化促進剤
を配合したものとしたが、硬化促進剤をマトリクス樹脂
中に配合せず、強化繊維シート1の接着剤層3中に予め
配合して置けば、補強現場で強化繊維シート1の強化繊
維4にマトリクス樹脂を含浸させて、マトリクス樹脂中
の硬化剤と強化繊維シート1の接着剤層3中の硬化促進
剤とを混じり合わせるまでは、マトリクス樹脂は硬化し
ないので、マトリクス樹脂のポットライフを長くでき、
取扱い性が良好になる。従ってマトリクス樹脂の硬化を
考慮して早急に補強作業を行なうなどの必要もなくなる
ので、作業性の向上が更に図られる。
In the above description, the room-temperature-curable matrix resin impregnated into the reinforcing fiber 4 is the one in which the curing agent and the curing accelerator are blended as usual, but the curing accelerator is not blended in the matrix resin and the reinforcing fiber is not blended. If preliminarily compounded in the adhesive layer 3 of the sheet 1, the reinforcing fibers 4 of the reinforcing fiber sheet 1 are impregnated with the matrix resin at the site of reinforcement, and the curing agent in the matrix resin and the adhesive layer of the reinforcing fiber sheet 1 are impregnated. Since the matrix resin does not cure until the curing accelerator in 3 is mixed, the pot life of the matrix resin can be extended,
Good handleability. Therefore, it is not necessary to perform the reinforcement work immediately in consideration of the hardening of the matrix resin, so that the workability can be further improved.

【0034】[0034]

【発明の効果】本発明の一方向配列強化繊維シ−トは以
上のように構成される。これによれば、繊維強化プラス
チックにより橋梁や高架道路などを初めとする構築物の
補強をするに際し、補強現場で強化繊維にマトリクス樹
脂を含浸させて使用するようにしているので、室温硬化
型のマトリクス樹脂を使用して、強化繊維にマトリクス
樹脂を含浸させたシ−トを補強箇所の周囲に貼り付けて
そのまま放置することにより、マトリクス樹脂を硬化さ
せてシ−トを繊維強化プラスチックと為すことができ、
補強現場でのマトリクス樹脂の加熱硬化という面倒な作
業を行うことなく、施行性良く繊維強化プラスチックに
よる補強を行なうことができる。また強化繊維を一方向
に配列しているので、これをクロスにしたときのような
糸の蛇行による繊維強化プラスチックの強度低下がな
く、従って補強強度を向上することができる。更にシ−
トを補強箇所の周囲に貼り付けた後にマトリクス樹脂を
硬化させるので、湾曲した補強箇所でも補強の実施をす
ることができる。
The unidirectionally arranged reinforcing fiber sheet of the present invention is constructed as described above. According to this, when reinforcing structures such as bridges and elevated roads with fiber reinforced plastic, the reinforcement fiber is impregnated with a matrix resin at the site of reinforcement, so that the room temperature curing type matrix is used. By using a resin, a sheet in which reinforcing fibers are impregnated with a matrix resin is pasted around the reinforced portion and left as it is, whereby the matrix resin is cured and the sheet can be made into a fiber reinforced plastic. You can
Reinforcement with fiber-reinforced plastic can be performed easily without the troublesome work of heating and curing the matrix resin at the site of reinforcement. Further, since the reinforcing fibers are arranged in one direction, the strength of the fiber-reinforced plastic does not decrease due to the meandering of the yarn as when the fibers are crossed, and therefore the reinforcing strength can be improved. Further sea
Since the matrix resin is cured after the tongue is attached to the periphery of the reinforced portion, the reinforcement can be performed even in the curved reinforced portion.

【0035】更に本発明の一方向配列強化繊維シ−ト
は、可撓性を有し且つ適度に堅固であり、強化繊維の毛
羽立ち防止も図られていて取扱い性が良い。従って構築
物の補強ばかりでなく、小型ボートなどをハンドレイア
ップで作るのにも好適である。勿論、航空機や機械等の
繊維強化プラスチック製の高強度部材、或いは繊維強化
プラスチック製の高強度容器、ハウジング、機械部品等
各種の製品の製造にも適用可能である。
Further, the unidirectionally arranged reinforcing fiber sheet of the present invention has flexibility and is moderately firm, and also prevents fluffing of the reinforcing fibers, and is easy to handle. Therefore, it is suitable not only for reinforcing the structure but also for making a small boat by hand layup. Of course, it is also applicable to the manufacture of various products such as high-strength members made of fiber-reinforced plastic for aircraft and machines, high-strength containers made of fiber-reinforced plastic, housings, machine parts and the like.

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

【図1】本発明の強化繊維シートの一実施例を示す断面
図である。
FIG. 1 is a cross-sectional view showing an example of a reinforcing fiber sheet of the present invention.

【図2】図1の強化繊維シ−トでの強化繊維の繊維束の
並べ方及び得られる強化繊維の配列の一態様を示す断面
図である。
FIG. 2 is a cross-sectional view showing one mode of how to arrange fiber bundles of reinforcing fibers in the reinforcing fiber sheet of FIG. 1 and arrangement of the resulting reinforcing fibers.

【図3】図1の強化繊維シ−トでの強化繊維の繊維束の
並べ方及び得られる強化繊維の配列の他の態様を示す断
面図である。
FIG. 3 is a cross-sectional view showing another mode of arranging fiber bundles of reinforcing fibers in the reinforcing fiber sheet of FIG. 1 and arranging the resulting reinforcing fibers.

【図4】図1の強化繊維シ−トの製造法の一例を示す説
明図である。
FIG. 4 is an explanatory view showing an example of a method for manufacturing the reinforcing fiber sheet of FIG.

【図5】図1の強化繊維シ−トによる補強方法の一態様
を示す断面図である。
5 is a cross-sectional view showing one embodiment of a reinforcing method using the reinforcing fiber sheet shown in FIG.

【図6】図1の強化繊維シ−トによる補強方法の他の態
様を示す断面図である。
FIG. 6 is a cross-sectional view showing another embodiment of the reinforcing method using the reinforcing fiber sheet shown in FIG.

【図7】本発明の強化繊維シートの他の実施例を示す断
面図である。
FIG. 7 is a cross-sectional view showing another embodiment of the reinforcing fiber sheet of the present invention.

【図8】本発明の強化繊維シートの更に他の実施例を示
す断面図である。
FIG. 8 is a cross-sectional view showing still another embodiment of the reinforcing fiber sheet of the present invention.

【符号の説明】[Explanation of symbols]

1 強化繊維シ−ト 2 支持体シ−ト 3 接着剤層 4 強化繊維 4A 繊維束 5 粘着性樹脂層 15 補強箇所 16 支持体 17:マトリクス樹脂 1 Reinforcing fiber sheet 2 Support sheet 3 Adhesive layer 4 Reinforcing fiber 4A fiber bundle 5 Adhesive resin layer 15 Reinforcement points 16 Support 17: Matrix resin

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 接着剤層を設けた離型性及び樹脂非浸透
性の支持体シ−トと、前記接着剤層を介して前記支持体
シ−ト上に一方向に配列して接着した強化繊維とからな
ることを特徴とする一方向配列強化繊維シ−ト。
1. A releasable and resin-impervious support sheet provided with an adhesive layer and unidirectionally arrayed and adhered to the support sheet via the adhesive layer. A unidirectionally arranged reinforcing fiber sheet comprising a reinforcing fiber.
【請求項2】 前記強化繊維上に粘着性樹脂層を設けた
請求項1の一方向強化繊維シート。
2. The unidirectional reinforcing fiber sheet according to claim 1, wherein an adhesive resin layer is provided on the reinforcing fibers.
【請求項3】 前記強化繊維上の粘着性樹脂層上に樹脂
浸透性支持体を設けた請求項2の一方向強化繊維シー
ト。
3. The unidirectional reinforcing fiber sheet according to claim 2, wherein a resin-permeable support is provided on the adhesive resin layer on the reinforcing fiber.
JP3214524A 1991-07-30 1991-07-30 Unidirectionally arranged reinforced fiber sheet Pending JPH0531839A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3214524A JPH0531839A (en) 1991-07-30 1991-07-30 Unidirectionally arranged reinforced fiber sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3214524A JPH0531839A (en) 1991-07-30 1991-07-30 Unidirectionally arranged reinforced fiber sheet

Publications (1)

Publication Number Publication Date
JPH0531839A true JPH0531839A (en) 1993-02-09

Family

ID=16657153

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3214524A Pending JPH0531839A (en) 1991-07-30 1991-07-30 Unidirectionally arranged reinforced fiber sheet

Country Status (1)

Country Link
JP (1) JPH0531839A (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994026493A1 (en) * 1993-05-07 1994-11-24 The Dow Chemical Company Improved process for resin transfer molding
WO1994026492A1 (en) * 1993-05-07 1994-11-24 The Dow Chemical Company Improved process for resin transfer molding
JP2008221833A (en) * 2007-02-15 2008-09-25 Fukui Prefecture Thermoplastic resin reinforced sheet material, its manufacturing method, and thermoplastic-resin multilayer reinforced sheet material
US10322530B2 (en) 2006-11-22 2019-06-18 Fukui Prefectural Government Reinforced thermoplastic-resin multilayer sheet material

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1994026493A1 (en) * 1993-05-07 1994-11-24 The Dow Chemical Company Improved process for resin transfer molding
WO1994026492A1 (en) * 1993-05-07 1994-11-24 The Dow Chemical Company Improved process for resin transfer molding
US10322530B2 (en) 2006-11-22 2019-06-18 Fukui Prefectural Government Reinforced thermoplastic-resin multilayer sheet material
JP2008221833A (en) * 2007-02-15 2008-09-25 Fukui Prefecture Thermoplastic resin reinforced sheet material, its manufacturing method, and thermoplastic-resin multilayer reinforced sheet material
JP2012254632A (en) * 2007-02-15 2012-12-27 Fukui Prefecture Reinforced thermoplastic-resin sheet material and process for producing the same, and reinforced thermoplastic-resin multilayer sheet material

Similar Documents

Publication Publication Date Title
JP4206454B2 (en) Multi-axis reinforced laminated molded product and manufacturing method thereof
US20080061464A1 (en) Multi-Layered, Variable-angled, Non-Crimped Fabric for Reinforcement of Composite Materials
US5635263A (en) Reinforcing fiber sheet and concrete structure using same
US5326630A (en) Reinforcing fiber sheet, method of manufacturing the same, and method of reinforcing structure with the reinforcing fiber sheet
JP4262461B2 (en) Nonwoven fabric for reinforcement and reinforcement method
JP4989822B2 (en) Manufacturing method of prepreg
JPH0531839A (en) Unidirectionally arranged reinforced fiber sheet
JP3174358B2 (en) Unidirectional array reinforced fiber sheet and method of reinforcing structure
JP2819333B2 (en) How to reinforce structures
JPH11320729A (en) Unidirectional reinforcing fiber composite base material
JP3405497B2 (en) Reinforced fiber sheet for structural reinforcement
JP3099656B2 (en) Unidirectional reinforcing fiber composite substrate and method for producing the same
JPH0994900A (en) Unidirectionally reinforced fiber composite base sheet
JP2869931B2 (en) Unidirectionally reinforced fiber sheet and method for producing the same
EP0598591A2 (en) Fibre-reinforced sheet for reinforcement
JPH1199580A (en) Material for one-directionally fiber-reinforced composite material and its production
JPH11959A (en) Reinforcing reinforced fiber sheet base material
JP3311847B2 (en) Reinforced fiber sheet for building reinforcement
JPH06170847A (en) Production of prepreg
JPH06193281A (en) Concrete repairing method with unidirectionally arranged fiber-reinforced sheet
JP2851680B2 (en) How to reinforce structures
JP3099730B2 (en) Unidirectional reinforcing fiber composite substrate
JPH03155908A (en) Manufacture of prepreg
JPH0138904B2 (en)
JPH04149366A (en) Reinforced fiber sheet and method for reinforcing construction