JPH03224901A - Reinforcement of structure - Google Patents

Reinforcement of structure

Info

Publication number
JPH03224901A
JPH03224901A JP2019928A JP1992890A JPH03224901A JP H03224901 A JPH03224901 A JP H03224901A JP 2019928 A JP2019928 A JP 2019928A JP 1992890 A JP1992890 A JP 1992890A JP H03224901 A JPH03224901 A JP H03224901A
Authority
JP
Japan
Prior art keywords
reinforcing
sheet
fiber
reinforced
matrix 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.)
Granted
Application number
JP2019928A
Other languages
Japanese (ja)
Other versions
JP2819333B2 (en
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
Family has litigation
First worldwide family litigation filed litigation Critical https://patents.darts-ip.com/?family=25675206&utm_source=google_patent&utm_medium=platform_link&utm_campaign=public_patent_search&patent=JPH03224901(A) "Global patent litigation dataset” by Darts-ip is licensed under a Creative Commons Attribution 4.0 International License.
Application filed by Tonen Corp filed Critical Tonen Corp
Priority to JP2019928A priority Critical patent/JP2819333B2/en
Priority to US07/646,572 priority patent/US5308430A/en
Priority to EP96200172A priority patent/EP0723855B1/en
Priority to DE1991632322 priority patent/DE69132322T2/en
Priority to EP19910300684 priority patent/EP0441519B1/en
Priority to DE1991622976 priority patent/DE69122976T2/en
Priority to KR1019910001554A priority patent/KR0170401B1/en
Publication of JPH03224901A publication Critical patent/JPH03224901A/en
Priority claimed from CA 2071097 external-priority patent/CA2071097C/en
Priority to CA 2071097 priority patent/CA2071097C/en
Priority to US08/031,436 priority patent/US5326630A/en
Priority to KR97014416A priority patent/KR970009566B1/en
Publication of JP2819333B2 publication Critical patent/JP2819333B2/en
Application granted granted Critical
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Laminated Bodies (AREA)
  • Bridges Or Land Bridges (AREA)
  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To increase a reinforcing workability at a reinforcing site, by infiltrate an indoor-setting matrix resin in a reinforced fiber to form a reinforced fiber sheet arranged in one direction and utilizing it as a reinforcing material for structures. CONSTITUTION:A single directional reinforced fiber sheet 1 is made of a supporting sheet 2, an adhesives layer 3, and reinforced fibers 4. The thickness of the sheet 2 is formed to be about 5-100mum by use of scrim cloth or the like and a matrix resin is impregnated from the sheet 2 side in the reinforced fiber 4 and the thickness of the adhesives layer 3 is formed to be about 10-30mum by use of the same adhesives as the matrix resin. And further, a plurality of bandled fibers are used as filaments for the reinforced fibers. Next, a setting type resin is applied on reinforced positions and the fiber sheet 1 is applied on it. In this way, a reinforcing workability at site can be increased.

Description

【発明の詳細な説明】 の1 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構築物の補強方法に関する。
[Detailed Description of the Invention] (1) When reinforcing structures such as bridges and elevated roads using fiber-reinforced plastics, the present invention enables the reinforcement to be carried out easily at the reinforcement site and improves the reinforcement strength. This paper relates to a method for reinforcing structures that makes it possible to

1股豊且l 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。
Bridge piers such as bridges and elevated roads are being reinforced with fiber-reinforced plastics.

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ープを巻
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
えテープを巻回後に放置して硬化させることにより、繊
維強化プラスチックと為す方法、 が知られている。
Conventional methods for reinforcing it are: (1) pasting hardened fiber-reinforced plastic on the reinforced parts of the piers; (2) pasting prepreg on the reinforced parts of the piers to prevent deformation during heat curing. (3) Wrap a reinforcing fiber cloth around the reinforced part of the pier and impregnate it with a room-temperature curing matrix resin to create a fiber-reinforced plastic. A known method is to create a fiber-reinforced plastic by leaving it to harden after winding.

が  しよ と る しかしながら、上記(1)の方法では、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。
However, although the method (1) above has good reinforcement efficiency, it has a major drawback in that it cannot be applied to curved reinforcement locations.

(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。
Method (2) has the drawback that the prepreg attached to the reinforced portion of the pier must be heat-cured on site, and the heat-cure process is not easy.

(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(、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。
In method (3), the reinforcing fibers are used in a cross pattern such as plain weave or twill weave, so the strength of the reinforcing fibers is weak at the point where the warp and weft intersect. It has the disadvantage that a sufficient reinforcing effect cannot be obtained.

上記以外に、橋脚の補強箇所に現場でフィラメントワイ
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, another method has been considered in which reinforcing fiber threads impregnated with resin are wound on-site at the reinforcement points of bridge piers using the filament winding method, and then hardened to form fiber-reinforced plastic, but this method is limited in terms of what can be reinforced. However, it has drawbacks such as high equipment cost, making it impractical.

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
た構築物の補強方法を提供することである。
Therefore, in view of the above-mentioned current situation, an object of the present invention is to make it possible to perform reinforcement with good ease of implementation at the reinforcement site and to improve reinforcement strength when reinforcing structures such as bridges and elevated roads using fiber-reinforced plastics. The purpose of the present invention is to provide a method for reinforcing structures that makes it possible to

・ を ゛するための 上記目的は本発明に係る構築物の補強方法にて達成され
る。要約すれば本発明は、構築物の補強箇所の表面に、
支持体シート上に強化繊維を一方向に配列して設けた一
方向配列強化繊維シートの前記強化繊維に室温硬化型の
マトリクス樹脂を含浸させて、前記繊維シートを貼り付
け、然るのち前記マトリクス樹脂を硬化させることを特
徴とする構築物の補強方法である。
・The above-mentioned objective for achieving the following is achieved by the method for reinforcing a structure according to the present invention. In summary, the present invention provides the following advantages:
The reinforcing fibers of a unidirectionally arranged reinforcing fiber sheet are provided on a support sheet with reinforcing fibers arranged in one direction, and the reinforcing fibers are impregnated with a room temperature curable matrix resin, and the fiber sheet is pasted, and then the matrix is This is a method for reinforcing a structure, which is characterized by curing a resin.

本発明の他の態様によれば、構築物の補強箇所の表面に
室温硬化型のマトリクス樹脂を塗布し、支持体シート上
に強化繊維を一方向に配列して設けた一方向配列強化繊
維シートを前記表面に貼り付けて、前記強化繊維に前記
樹脂を含浸させ、然るのち前記マトリクス樹脂が硬化さ
れる。
According to another aspect of the present invention, a unidirectionally arranged reinforcing fiber sheet is provided, in which a room temperature curing matrix resin is applied to the surface of the reinforced portion of the structure, and reinforcing fibers are arranged in one direction on a support sheet. The reinforcing fibers are applied to the surface and impregnated with the resin, and then the matrix resin is cured.

本発明の更に他の態様によれば、構築物の補強箇所の表
面に、樹脂浸透性の支持体シート上に強化繊維を一方向
に配列して設けた一方向配列強化繊維シートを貼り付け
、その後に前記シート側から室温硬化型のマトリクス樹
脂を浸透させて前記強化繊維に含浸させ、然るのち前記
マトリクス樹脂が硬化される。
According to still another aspect of the present invention, a unidirectionally arranged reinforcing fiber sheet in which reinforcing fibers are arranged in one direction on a resin-permeable support sheet is attached to the surface of the reinforced portion of the structure, and then A room temperature curable matrix resin is permeated from the sheet side to impregnate the reinforcing fibers, and then the matrix resin is cured.

支籐皇 以下、本発明の実施例について説明する。Emperor Shito Examples of the present invention will be described below.

第1図は、本発明の構築物の補強方法で使用される一方
向配列強化繊維シートの一例を示す断面図である。
FIG. 1 is a sectional view showing an example of a unidirectionally aligned reinforcing fiber sheet used in the method for reinforcing a structure of the present invention.

上記の一方向配列強化繊維シート1は、支持体シート2
上に接着剤層3を設けて、シート2上に接着剤層3を介
して強化繊維4を一方向に配列して接着したもので、本
発明の補強方法では、この強化繊維シート1を用い、橋
梁や高架道路などの補強現場で強化繊維4に室温硬化型
マトリクス樹脂を含浸させて、補強に供するものである
The above-mentioned unidirectionally arranged reinforcing fiber sheet 1 has a support sheet 2
An adhesive layer 3 is provided on top, and reinforcing fibers 4 are arranged and bonded in one direction on the sheet 2 via the adhesive layer 3. In the reinforcing method of the present invention, this reinforcing fiber sheet 1 is used. The reinforcing fibers 4 are impregnated with a room-temperature curing matrix resin and used for reinforcement at reinforcement sites such as bridges and elevated roads.

上記支持体シート2は、スクリムクロス、ガラスクロス
、離型紙、ナイロンフィルム等が使用され、このうち、
シート2に上記のスクリムクロス、ガラスクロス等を使
用したものでは、マトリクス樹脂をシート2側から強化
繊維4に含浸することができるようになっている。支持
体シート2の厚みは、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5〜100μm程度とされる。
The support sheet 2 is made of scrim cloth, glass cloth, release paper, nylon film, etc.
When the sheet 2 is made of the above-mentioned scrim cloth, glass cloth, etc., the matrix resin can be impregnated into the reinforcing fibers 4 from the sheet 2 side. The thickness of the support sheet 2 is about 1 to 500 μm, preferably about 5 to 100 μm, from the viewpoint of having flexibility and strength enough to support the reinforcing fibers 4.

接着剤層3を形成する接着剤は、原則として支持体シー
ト2上に強化繊維4を少なくとも−時的に接着できるも
のならば何でもよいが、マトリクス樹脂による強化繊維
4の補強効果と同様な効果を接着剤層3にも与えるよう
にすれば好ましいことから、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好ましく、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
の厚みは、強化繊維4を一時的に接着できればよいこと
から、10〜30μm程度とされる。
In principle, the adhesive forming the adhesive layer 3 may be any adhesive as long as it can at least temporarily bond the reinforcing fibers 4 onto the support sheet 2; It is preferable to apply this to the adhesive layer 3 as well, so it is preferable to use a resin with good compatibility with the matrix resin as the adhesive. For example, when using an epoxy resin as the matrix resin, epoxy adhesive It is recommended to use an agent. Adhesive layer 3
The thickness of the reinforcing fibers 4 is approximately 10 to 30 μm since it is sufficient to temporarily bond the reinforcing fibers 4 thereto.

強化繊維4は、これをフィラメントとして多数本収束し
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は集束剤または撚りに
よる結合により複数層に積層した状態で、支持体シート
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ートlが得られる。
The reinforcing fibers 4 are slightly separated by arranging a large number of converged fiber bundles as filaments or lightly twisted and converging fiber bundles on the adhesive layer 3 and crushing them from above, whereby the reinforcing fibers 4 are laminated in multiple layers by bonding using a sizing agent or twisting, and are adhered to the support sheet 2 through the adhesive layer 3 in a unidirectional arrangement,
In this way, the desired reinforcing fiber sheet 1 is obtained.

この場合、複数層の強化繊維4は、第2図(a)に示す
ように、繊維束4Aを接着剤層3を介して支持体シート
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
、第2図(b)に示すように、支持体シート2上に横方
向に間隔を置かずに密に設けたものでも、或いは、第3
図(a)に示すように、繊維束4Aを接着剤層3を介し
て支持体シート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、第3図(b)
に示すように、支持体シート2上に横方向に間隔を置い
て疎に設けたものでも、どちらでもよい。
In this case, the plurality of layers of reinforcing fibers 4 are made by arranging the fiber bundles 4A densely in one direction on the support sheet 2 via the adhesive layer 3, as shown in FIG. 2(a). By crushing from above, the lower part of the fiber bundle 4A was adhered to the adhesive layer 3, and as shown in FIG. thing or third
As shown in Figure (a), by arranging the fiber bundles 4A in one direction with an interval in the lateral direction on the support sheet 2 via the adhesive layer 3, and crushing the fiber bundles 4A from above in the same way. The lower part of the fiber bundle 4A is adhered to the adhesive layer 3, and the fiber bundle 4A is bonded to the adhesive layer 3 as shown in FIG.
As shown in FIG. 2, the support sheet 2 may be provided sparsely at intervals laterally on the support sheet 2.

繊維束4Aは、繊維4、即ちフィラメント4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、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12000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 can be used either with or without opening the fibers 4, that is, the filaments 4, and the degree of crushing of the fiber bundle 4A is determined by this, so that the fibers of the arranged plural layers can be used. It depends on the layer thickness you want to obtain for layer 4, but in the case of carbon fibers, when a carbon fiber bundle is made of about 12,000 carbon fiber filaments with a diameter of 5 to 15 μm, the width in the lateral direction is about 5 mm. An example is to crush the object so that it becomes .

以上のような一方向配列強化繊維シート1は、例えば第
4図に示すようにして製造することができる。
The unidirectionally aligned reinforcing fiber sheet 1 as described above can be manufactured, for example, as shown in FIG. 4.

即ち、シート供給ロール6から供給された支持体シート
2上に接着剤塗布ロール7で接着剤を塗布して接着剤層
3を設けた後、シート2を一対の加圧ローラ8a、8b
が設けられた加圧部8へ送り込み、同時に加圧部8へ強
化繊維4の繊維束4Aと離型紙ロール10からの離型紙
9とを送り込んで、シート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ーラ8a、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
ート2上に接着する。その後、離型紙9を離型紙巻取り
ロール11で巻き取り、必要に応じてフィルム供給ロー
ル12から供給したカバーフィルム13をシート2上の
強化繊維4上に被せ、これにより支持体シート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ート1が得られる。得られたシ
ート1はシート巻取りロール14に巻き取られる。
That is, after applying adhesive on the support sheet 2 supplied from the sheet supply roll 6 using the adhesive application roll 7 to form the adhesive layer 3, the sheet 2 is transferred to a pair of pressure rollers 8a and 8b.
At the same time, the fiber bundles 4A of the reinforcing fibers 4 and the release paper 9 from the release paper roll 10 are fed into the pressure unit 8, and the fibers are applied to the adhesive layer 3 on the sheet 2. The bundles 4A are arranged in one direction, and the release paper 9 is placed on top of them. In this state, pressure is applied using pressure rollers 8a, 8b and a support plate (not shown) to crush the fiber bundle 4A, and at the same time, the reinforcing fibers 4, which are slightly separated, are placed on the sheet 2 via the adhesive layer 3. Glue to. Thereafter, the release paper 9 is wound up with a release paper take-up roll 11, and if necessary, the cover film 13 supplied from the film supply roll 12 is placed over the reinforcing fibers 4 on the sheet 2. A unidirectional reinforced fiber sheet 1 is obtained by arranging and bonding reinforcing fibers 4 in one direction via an adhesive layer 3. The obtained sheet 1 is wound onto a sheet winding roll 14.

本発明では、上述したように、強化繊維シート1を用い
、橋梁や高架道路などの補強現場で強化繊維4に室温硬
化型マトリクス樹脂を含浸させて補強に供されるが、室
温硬化型樹脂には、硬化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等が使用される。
In the present invention, as described above, the reinforcing fiber sheet 1 is used for reinforcement at reinforcement sites such as bridges and elevated roads by impregnating the reinforcing fibers 4 with a room temperature curing matrix resin. An epoxy resin or the like is used in which the curing agent is adjusted so that it hardens at room temperature.

本発明によれば、構築物の補強は次のように行われる。According to the invention, the reinforcement of the construction is carried out as follows.

即ち、本発明の一実施例では、橋梁や高架道路の橋脚な
ど構築物の補強現場で、ローラ、刷毛、吹付は等の適宜
な塗布手段により一方向配列強化繊維シート1上の強化
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、第5図に示すように、強化繊維4の側を構築物の補
強箇所15側としてシート1を補強箇所15の周囲に貼
り付け、所望の数だけ積層する。次いでハンド口−ラ等
でマトリクス樹脂の含浸操作を行った後、その上に押さ
えテープを巻回するなどしてカバーを行い、その後その
まま放置してマトリクス樹脂を硬化させ、シート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, in one embodiment of the present invention, at the site of reinforcing structures such as bridges and piers of elevated roads, the reinforcing fibers 4 on the unidirectionally arranged reinforcing fiber sheet 1 are coated at room temperature using an appropriate application means such as a roller, a brush, or a sprayer. A curable matrix resin is applied and impregnated, and as shown in FIG. 5, the sheet 1 is pasted around the reinforced portion 15 with the reinforcing fiber 4 side facing the reinforced portion 15 of the structure, and the desired number of sheets are laminated. do. Next, after impregnating the matrix resin with a hand tool or the like, cover it by wrapping a pressure tape on top of it, leave it as it is, let the matrix resin harden, and convert the sheet 1 into a fiber-reinforced plastic. Just do it. As a result, the structure is reinforced with fiber-reinforced plastic.

本発明の他の実施例では、第6図に示すように、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ート1
を所望の数だけ積層し、そして押し付けることによりシ
ートlを貼り付けると同時に強化繊維4にマトリクス樹
脂18を含浸させる。この場合、先に積層したシート1
上に次ぎのシート1を積層する度に、先のシート1の支
持体シート2に更にマトリクス樹脂を塗布してもよい。
In another embodiment of the present invention, as shown in FIG. 6, a room-temperature curing 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 applied to the reinforced portion 15. Unidirectionally aligned reinforced fiber sheet as side 1
A desired number of the reinforcing fibers 4 are laminated and pressed together to attach the sheet 1, and at the same time, the reinforcing fibers 4 are impregnated with the matrix resin 18. In this case, the first laminated sheet 1
Each time the next sheet 1 is laminated on top, the support sheet 2 of the previous sheet 1 may be further coated with matrix resin.

その後は、上記と同様に、シート1上に押さえテープを
巻回するなどしてカバーを行い、その後そのまま放置し
てマトリクス樹脂を硬化させ、シート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。
Thereafter, in the same manner as described above, cover the sheet 1 by winding a pressure tape, etc., and then leave it as it is to harden the matrix resin, thereby making the sheet 1 a fiber-reinforced plastic. In this way, the structure is also reinforced with fiber-reinforced plastic.

本発明の更に他の態様では、一方向配列強化繊維シート
1として支持体シート2が樹脂浸透性のものを使用する
。第7図に示すように、先ず、補強箇所15の周囲表面
上にプライマー16としてマトリクス樹脂と同系の樹脂
を塗布し、その上からシート1を貼り付けて所望の数だ
け積層し、その後最外層のシート1の支持体シート2上
からローラ等により室温硬化型マトリクス樹脂17を塗
布してシート2を通って浸透させ、マトリクス樹脂17
を強化繊維4に含浸させるようにする。その後は、上記
と同様に、シート1上に押さえテープを巻回するなどし
てカバーを行い、その後そのまま放置してマトリクス樹
脂17を硬化させ、シート1を繊維強化プラスチックと
為せばよい。
In yet another embodiment of the present invention, the unidirectionally aligned reinforcing fiber sheet 1 is one in which the support sheet 2 is permeable to a resin. As shown in FIG. 7, first, a resin similar to the matrix resin is applied as a primer 16 on the surrounding surface of the reinforced portion 15, and the sheet 1 is pasted on top of it to laminate the desired number of sheets, and then the outermost layer is A room-temperature curing matrix resin 17 is applied onto the support sheet 2 of the sheet 1 using a roller or the like and permeated through the sheet 2.
is impregnated into the reinforcing fibers 4. Thereafter, in the same manner as described above, cover the sheet 1 by winding a pressure tape, etc., and then leave it as it is to harden the matrix resin 17, thereby making the sheet 1 a fiber-reinforced plastic.

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 this way, the structure is also reinforced with fiber-reinforced plastic.

以上の各実施例では、いずれも、強化繊維シート1は強
化繊維4の側を補強箇所15側とじて貼り付け、積層し
たが、支持体シート2側を補強箇所15側として貼り付
け、積層してもよい。
In each of the above examples, the reinforcing fiber sheet 1 was pasted and laminated with the reinforcing fiber 4 side facing the reinforced part 15 side, but the reinforcing fiber sheet 1 was pasted and laminated with the support sheet 2 side facing the reinforced part 15 side. You can.

本発明の補強方法は以上のように構成される。The reinforcing method of the present invention is configured as described above.

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、支持
体シート上に強化繊維を一方向に配列して設けた一方向
配列強化繊維シート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ート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ート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、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。更にシート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。
According to this, when reinforcing structures such as bridges and elevated roads with fiber-reinforced plastic, a unidirectionally arranged reinforced fiber sheet 1 in which reinforcing fibers are arranged in one direction on a support sheet is used. , Since the reinforcing fibers 4 are impregnated with a room-temperature curing matrix resin and used at the reinforcement site, the sheet 1 impregnated with the matrix resin is used.
By pasting it around the reinforced area and leaving it as it is, the matrix resin can be cured and the sheet 1 can be made into a fiber reinforced plastic, without the troublesome work of heating and curing the matrix resin at the reinforcement site. , reinforcement with fiber-reinforced plastic can be carried out with good construction properties. Further, since the reinforcing fibers 4 are arranged in one direction, there is no decrease in the strength of the fiber-reinforced plastic unlike when the reinforcing fibers are arranged in a cross pattern, and therefore the reinforcing strength can be improved. Furthermore, since the matrix resin is cured after the sheet 1 is pasted around the reinforced area, reinforcement can be carried out even in curved reinforced areas.

及に先見 以上説明したように、本発明の補強方法では、支持体シ
ート上に強化繊維を一方向に配列して設けた一方向配列
強化繊維シートを用い、補強現場で強化繊維に室温硬化
型のマトリクス樹脂を含浸させて補強に供しているので
、強化繊維にマトリクス樹脂を含浸させた強化繊維シー
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、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、マトリクス樹脂を硬化させ
て繊維強化プラスチックと為して、施行性よく補強を行
わせることができる。また強化繊維を一方向に配列して
いるので、得られる繊維強化プラスチックによる補強強
度を向上することができる。また補強箇所が湾曲してい
ても補強の実施を行うことができる。
As explained above, in the reinforcing method of the present invention, a unidirectionally arranged reinforcing fiber sheet in which reinforcing fibers are arranged in one direction on a support sheet is used, and the reinforcing fibers are treated with a room temperature curing type at the reinforcement site. Since the reinforcing fibers are impregnated with matrix resin and used for reinforcement, by pasting a reinforcing fiber sheet in which the reinforcing fibers are impregnated with matrix resin around the reinforced area and leaving it as it is, the matrix resin can be heated and hardened at the reinforcement site. Without such troublesome work, matrix resin can be cured to form fiber-reinforced plastic, and reinforcement can be performed with good ease of implementation. Furthermore, since the reinforcing fibers are arranged in one direction, the reinforcing strength of the resulting fiber-reinforced plastic can be improved. Further, even if the reinforced portion is curved, reinforcement can be performed.

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

第1図は、本発明の補強方法で使用する一方向配列強化
繊維シートの一例を示す断面図である。 第2図(a)は、第1図の強化繊維シートでの強化繊維
の繊維束の並べ方の一態様を示す断面図である。 第2図(b)は、第2図(a)の繊維束から得られる強
化繊維の配列を示す断面図である。 第3図(a)は、第1図の強化繊維シートでの強化繊維
の繊維束の並べ方の他の態様を示す断面図である。 第3図(b)は、第3図(a)の繊維束から得られる強
化繊維の配列を示す断面図である。 第4図は、第1図の強化繊維シートの製造法の一例を示
す説明図である。 第5図は、本発明の補強方法の一実施例を示す断面図で
ある。 第6図は、本発明の補強方法の他の実施例を示す断面図
である。 第7図は、本発明の補強方法の更に他の実施例 5 を示す断面図である。  A  5 6 17、 二強化繊維シート :支持体シート :接着剤層 二強化繊維 :繊維束 :補強箇所 ニブライマー 18:マトリクス樹脂  6 第6図 1.「〜]′1・ 手続補正書 平成 3年 3月13日
FIG. 1 is a sectional view showing an example of a unidirectionally aligned reinforcing fiber sheet used in the reinforcing method of the present invention. FIG. 2(a) is a sectional view showing one aspect of how the reinforcing fiber bundles are arranged in the reinforcing fiber sheet of FIG. 1. FIG. FIG. 2(b) is a cross-sectional view showing the arrangement of reinforcing fibers obtained from the fiber bundle of FIG. 2(a). FIG. 3(a) is a sectional view showing another aspect of how the fiber bundles of reinforcing fibers are arranged in the reinforcing fiber sheet of FIG. 1. FIG. 3(b) is a cross-sectional view showing the arrangement of reinforcing fibers obtained from the fiber bundle of FIG. 3(a). FIG. 4 is an explanatory diagram showing an example of a method for manufacturing the reinforcing fiber sheet shown in FIG. 1. FIG. 5 is a sectional view showing an embodiment of the reinforcing method of the present invention. FIG. 6 is a sectional view showing another embodiment of the reinforcing method of the present invention. FIG. 7 is a sectional view showing still another embodiment 5 of the reinforcing method of the present invention. A 5 6 17, Two reinforcing fiber sheets: Support sheet: Adhesive layer Two reinforcing fibers: Fiber bundle: Reinforced portion Nibrimer 18: Matrix resin 6 Figure 6 1. ``~]'1. Procedural amendment March 13, 1991

Claims (1)

【特許請求の範囲】 1)構築物の補強箇所の表面に、支持体シート上に強化
繊維を一方向に配列して設けた一方向配列強化繊維シー
トの前記強化繊維に室温硬化型のマトリクス樹脂を含浸
させて、前記繊維シートを貼り付け、然るのち前記マト
リクス樹脂を硬化させることを特徴とする構築物の補強
方法。 2)構築物の補強箇所の表面に室温硬化型のマトリクス
樹脂を塗布し、支持体シート上に強化繊維を一方向に配
列して設けた一方向配列強化繊維シートを前記表面に貼
り付けて、前記強化繊維に前記樹脂を含浸させ、然るの
ち前記マトリクス樹脂を硬化させることを特徴とする構
築物の補強方法。 3)構築物の補強箇所の表面に、樹脂浸透性の支持体シ
ート上に強化繊維を一方向に配列して設けた一方向配列
強化繊維シートを貼り付け、その後に前記シート側から
室温硬化型のマトリクス樹脂を浸透させて前記強化繊維
に含浸させ、然るのち前記マトリクス樹脂を硬化させる
ことを特徴とする構築物の補強方法。
[Claims] 1) A room-temperature curing matrix resin is applied to the reinforcing fibers of a unidirectionally arranged reinforcing fiber sheet in which reinforcing fibers are arranged in one direction on a support sheet on the surface of the reinforced portion of the structure. A method for reinforcing a structure, comprising impregnating the fiber sheet, pasting the fiber sheet, and then curing the matrix resin. 2) Apply a room temperature curable matrix resin to the surface of the reinforced portion of the structure, and attach a unidirectionally aligned reinforcing fiber sheet, in which reinforcing fibers are arranged in one direction, on the support sheet, to the surface. A method for reinforcing a structure, comprising impregnating reinforcing fibers with the resin and then curing the matrix resin. 3) A unidirectionally aligned reinforcing fiber sheet, in which reinforcing fibers are arranged in one direction, is pasted on the surface of the reinforced part of the structure on a resin-permeable support sheet, and then a room-temperature curing type reinforcement sheet is applied from the sheet side. A method for reinforcing a structure, comprising impregnating the reinforcing fibers with a matrix resin, and then curing the matrix resin.
JP2019928A 1990-01-30 1990-01-30 How to reinforce structures Expired - Lifetime JP2819333B2 (en)

Priority Applications (10)

Application Number Priority Date Filing Date Title
JP2019928A JP2819333B2 (en) 1990-01-30 1990-01-30 How to reinforce structures
US07/646,572 US5308430A (en) 1990-01-30 1991-01-28 Reinforcing fiber sheet, method of manufacturing the same, and the method of reinforcing structure with the reinforcing fiber sheet
DE1991622976 DE69122976T2 (en) 1990-01-30 1991-01-30 Reinforcing fiber sheet and method for reinforcing a structure with the reinforcing fiber sheet
KR1019910001554A KR0170401B1 (en) 1990-01-30 1991-01-30 Reinforcing fiber sheet, method of manufacturing the same
DE1991632322 DE69132322T2 (en) 1990-01-30 1991-01-30 Method for reinforcing a structure with a reinforcing fiber arch
EP19910300684 EP0441519B1 (en) 1990-01-30 1991-01-30 Reinforcing fiber sheet and method of reinforcing structure with the reinforcing fiber sheet
EP96200172A EP0723855B1 (en) 1990-01-30 1991-01-30 Method of reinforcing a structure with the reinforcing fiber sheet
CA 2071097 CA2071097C (en) 1990-01-30 1992-06-12 Reinforcing fiber sheet, method of manufacturing the same, and method of reinforcing structure with the reinforcing fiber sheet
US08/031,436 US5326630A (en) 1990-01-30 1993-03-15 Reinforcing fiber sheet, method of manufacturing the same, and method of reinforcing structure with the reinforcing fiber sheet
KR97014416A KR970009566B1 (en) 1990-01-30 1997-04-18 Method of reinforcing structure with the reinforcing fiber sheet

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2019928A JP2819333B2 (en) 1990-01-30 1990-01-30 How to reinforce structures
CA 2071097 CA2071097C (en) 1990-01-30 1992-06-12 Reinforcing fiber sheet, method of manufacturing the same, and method of reinforcing structure with the reinforcing fiber sheet

Publications (2)

Publication Number Publication Date
JPH03224901A true JPH03224901A (en) 1991-10-03
JP2819333B2 JP2819333B2 (en) 1998-10-30

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ID=25675206

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2019928A Expired - Lifetime JP2819333B2 (en) 1990-01-30 1990-01-30 How to reinforce structures

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Country Link
JP (1) JP2819333B2 (en)

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1997016602A1 (en) 1995-11-01 1997-05-09 Mitsubishi Rayon Co., Ltd. Method of repairing/reinforcing existing structures and anisotropic woven fabrics used therefor
JPH09125601A (en) * 1995-09-01 1997-05-13 Kumagai Gumi Co Ltd Reinforcement around the perimeter of a hole in a concrete structure and method of reinforcement around the perimeter of a hole in a concrete beam
JPH1088822A (en) * 1996-09-17 1998-04-07 Sato Kogyo Co Ltd Seismic retrofitting method and seismic retrofitting structure for existing concrete structures
JP2002256139A (en) * 2001-03-01 2002-09-11 Toray Ind Inc Two-package epoxy resin composition and method for repairing and reinforcing concrete structure
JP2006152605A (en) * 2004-11-26 2006-06-15 Sanko Techno Co Ltd Photocurable prepreg sheet and heat-insulating and waterproof construction method using it
JP2006240950A (en) * 2005-03-07 2006-09-14 Aica Kogyo Co Ltd Corrosion prevention method for concrete structure
JP2012211244A (en) * 2011-03-31 2012-11-01 Aica Kogyo Co Ltd Epoxy resin adhesive composition

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09125601A (en) * 1995-09-01 1997-05-13 Kumagai Gumi Co Ltd Reinforcement around the perimeter of a hole in a concrete structure and method of reinforcement around the perimeter of a hole in a concrete beam
WO1997016602A1 (en) 1995-11-01 1997-05-09 Mitsubishi Rayon Co., Ltd. Method of repairing/reinforcing existing structures and anisotropic woven fabrics used therefor
JPH1088822A (en) * 1996-09-17 1998-04-07 Sato Kogyo Co Ltd Seismic retrofitting method and seismic retrofitting structure for existing concrete structures
JP2002256139A (en) * 2001-03-01 2002-09-11 Toray Ind Inc Two-package epoxy resin composition and method for repairing and reinforcing concrete structure
JP2006152605A (en) * 2004-11-26 2006-06-15 Sanko Techno Co Ltd Photocurable prepreg sheet and heat-insulating and waterproof construction method using it
JP2006240950A (en) * 2005-03-07 2006-09-14 Aica Kogyo Co Ltd Corrosion prevention method for concrete structure
JP2012211244A (en) * 2011-03-31 2012-11-01 Aica Kogyo Co Ltd Epoxy resin adhesive composition

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