JPH04336243A - Fiber reinforced resin reinforced cementituous structure and method for reinforcing the same structure - Google Patents

Fiber reinforced resin reinforced cementituous structure and method for reinforcing the same structure

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Publication number
JPH04336243A
JPH04336243A JP13534391A JP13534391A JPH04336243A JP H04336243 A JPH04336243 A JP H04336243A JP 13534391 A JP13534391 A JP 13534391A JP 13534391 A JP13534391 A JP 13534391A JP H04336243 A JPH04336243 A JP H04336243A
Authority
JP
Japan
Prior art keywords
resin
reinforcing
base material
cement
reinforced
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
JP13534391A
Other languages
Japanese (ja)
Other versions
JP3362737B2 (en
Inventor
Akira Nishimura
明 西村
Junichi Matsui
松井 醇一
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.)
Toray Industries Inc
Original Assignee
Toray Industries Inc
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 Toray Industries Inc filed Critical Toray Industries Inc
Priority to JP13534391A priority Critical patent/JP3362737B2/en
Publication of JPH04336243A publication Critical patent/JPH04336243A/en
Application granted granted Critical
Publication of JP3362737B2 publication Critical patent/JP3362737B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Lining Or Joining Of Plastics Or The Like (AREA)
  • Laminated Bodies (AREA)
  • Casting Or Compression Moulding Of Plastics Or The Like (AREA)

Abstract

PURPOSE:To reinforce a cementituous structure not causing a problem such as the lowering of reinforcing effect due to deterioration during long-time use, excellent in reliability, having high strength and capable of being simply applied even in the open air. CONSTITUTION:An FRP reinforced cementituous structure is formed by bonding a FRP layer and a resin film layer (4) to the outer surface of a cementituous structure (1). The cementituous structure is reinforced by laminating a reinforcing fiber base material (2) and a resin film (4) to the cementituous structure (1) and evacuating the interior of the film (4) using a sealing material (5) to impregnate the base material with a thermosetting resin (10).

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】この発明は、繊維強化樹脂補強セ
メント系構造体およびセメント系構造体の補強方法に関
し、さらに詳しくは、繊維強化樹脂層で補強された、コ
ンクリートからなる橋の床版や橋脚、モルタルからなる
壁材等のセメント系構造体およびセメント系構造体の補
強方法に関する。
[Field of Industrial Application] The present invention relates to fiber-reinforced resin-reinforced cementitious structures and methods of reinforcing cement-based structures, and more particularly to bridge decks made of concrete reinforced with fiber-reinforced resin layers. The present invention relates to cement-based structures such as bridge piers and wall materials made of mortar, and methods for reinforcing cement-based structures.

【0002】0002

【従来の技術】最近、地震による橋の破壊、コンクリー
トの中性化による補強筋の錆の発生、急激な交通量の増
加に伴う橋の床版を補強している鉄筋の疲労やビルディ
ングの外壁の壁材のクラックによる落下など、セメント
系構造体の脆弱性や耐久性が社会問題となっている。も
っとも、新たな物に更新すれば良いわけだが、それでは
莫大な費用が必要となる。そこで、その対策として、例
えば、橋の床版は、コンクリートからなる床版の下面に
鋼板を接着剤で接着する方法で補強されるが、足場の悪
い高所で、しかも、作業員が上を向きながら重い鋼板を
取付けなければならず、特に高齢者では作業がしずらい
という問題や、凸凹した表面の鋼板の取付けにはコンク
リートを平滑になるまで削らなければならず、効率が悪
いという問題がある。
[Background Art] Recently, bridges have been destroyed by earthquakes, rusting of reinforcing bars has occurred due to neutralization of concrete, fatigue of reinforcing bars reinforcing bridge decks due to rapid increase in traffic, and fatigue of reinforcing bars on building exterior walls. The fragility and durability of cement-based structures have become social issues, such as walls falling due to cracks. Of course, it would be fine to update it to a new one, but that would require a huge amount of money. As a countermeasure for this, for example, bridge decks are reinforced by gluing steel plates to the bottom of the concrete slabs, but this is done at high places with poor footing, and moreover, when workers are on top of them. There is the problem of having to install heavy steel plates while facing the surface, which makes the work difficult for elderly people in particular, and the problem of inefficiency as the installation of steel plates on uneven surfaces requires scraping the concrete until it is smooth. There is.

【0003】一方、床版のコンクリート面に補強繊維基
材を一枚一枚積層しながら樹脂含浸する、いわゆるハン
ドレイアップ法で補強する方法も試みられているが、屋
外作業であるから補強繊維基材が風に吹かれて所定の方
向、所定の場所への積層が困難である。また、含浸作業
の際、含浸ローラで補強繊維基材が損傷を受けたり繊維
の配向が乱れ、また上方から樹脂が落下してきて顔に付
着したり、補強繊維屑が作業員の肌に突き刺さったりす
るという問題があった。また、長期間紫外線や雨に晒さ
れていると、繊維強化樹脂層の樹脂が劣化し、補強効果
が薄れてくるという問題もある。
On the other hand, a method of reinforcing the concrete surface of the slab by laminating reinforcing fiber base materials one by one and impregnating them with resin has been attempted, but since the work is done outdoors, reinforcing fibers are The base materials are blown by the wind, making it difficult to stack them in a predetermined direction and at a predetermined location. In addition, during impregnation work, the reinforcing fiber base material may be damaged by the impregnating roller, the fiber orientation may be disturbed, resin may fall from above and stick to the worker's face, or reinforcing fiber waste may pierce the worker's skin. There was a problem. Another problem is that when exposed to ultraviolet rays or rain for a long period of time, the resin in the fiber-reinforced resin layer deteriorates and the reinforcing effect weakens.

【0004】また、ビルディングの外壁等は、上記の橋
の場合とは異なり、新たな物に取り換えるためにそれ程
莫大な費用を必要としないが、たとえばスーパーマーケ
ット等の場合営業を停止して取換工事をしなければなら
ないため、営業上の問題が生じる。
[0004] Also, unlike the case of the above-mentioned bridge, it does not require a huge amount of money to replace the exterior walls of a building with a new one, but in the case of a supermarket, for example, it is necessary to suspend operations and carry out replacement work. This creates business problems.

【0005】[0005]

【発明が解決しようとする課題】この発明の目的は、上
述した問題を解決するために、長期間の使用に当たって
も劣化による補強効果低減等の問題が少なく、信頼性に
優れた、強度の高いセメント系構造体、および、屋外に
おいても簡単に施工できるセメント系構造体の補強方法
を提供することにある。
[Problems to be Solved by the Invention] In order to solve the above-mentioned problems, it is an object of the present invention to provide a highly reliable and high-strength product with fewer problems such as reduction in reinforcing effect due to deterioration even during long-term use. An object of the present invention is to provide a cement-based structure and a reinforcing method for a cement-based structure that can be easily constructed even outdoors.

【0006】この目的に沿う本発明の繊維強化樹脂補強
セメント系構造体は、セメント系材料からなる構造体の
外表面に繊維強化樹脂層が接着によって形成され、さら
にその上に樹脂フイルム層が接着によって形成されてい
るものからなる。
The fiber-reinforced resin-reinforced cement-based structure of the present invention, which meets this objective, has a fiber-reinforced resin layer formed by adhesion on the outer surface of a structure made of a cement-based material, and a resin film layer further bonded thereon. It consists of what is formed by.

【0007】また、本発明のセメント系構造体の補強方
法は、セメント系材料からなる構造体の外表面に補強繊
維基材を積層し、さらにその上に樹脂フイルムを被せて
補強繊維基材をバックし、バッグ内を減圧し、バッグ内
に熱硬化性樹脂を注入して補強繊維基材に熱硬化性樹脂
を含浸させ、しかる後に硬化させる方法からなる。
[0007] Furthermore, the method for reinforcing a cement-based structure of the present invention includes laminating a reinforcing fiber base material on the outer surface of a structure made of a cement-based material, and then covering the reinforcing fiber base material with a resin film. The method consists of bagging the bag, reducing the pressure inside the bag, injecting a thermosetting resin into the bag to impregnate the reinforcing fiber base material with the thermosetting resin, and then curing the reinforcing fiber base material.

【0008】本発明でいうセメント系構造体とは、モル
タルやコンクリートなどのセメント系材料からなる構造
体であって、建築・土木構造物や壁などに用いられる建
材等をいう。また、本発明のセメント系構造体は、その
外表面に補強繊維基材を含む繊維強化樹脂(FRP)層
が接着によって形成され、さらにその上に樹脂フイルム
層が接着によって形成されたFRP補強セメント系構造
体である。FRP層は、補強繊維基材に樹脂を含浸させ
て成形される。補強繊維基材は、単層でもよいが、セメ
ント系構造体補強の面からは、複数の補強繊維基材の積
層構成とすることが望ましい。
[0008] The cement-based structure as used in the present invention refers to a structure made of cement-based materials such as mortar and concrete, and refers to building materials used for architecture, civil engineering structures, walls, and the like. Further, the cement structure of the present invention is an FRP reinforced cement in which a fiber reinforced resin (FRP) layer containing a reinforcing fiber base material is formed by adhesion on the outer surface of the structure, and a resin film layer is further formed by adhesion thereon. It is a system structure. The FRP layer is formed by impregnating a reinforcing fiber base material with resin. The reinforcing fiber base material may be a single layer, but from the viewpoint of reinforcing a cement-based structure, it is desirable to have a laminated structure of a plurality of reinforcing fiber base materials.

【0009】補強繊維基材の種類は、補強繊維のマルチ
フィラメントやモノフィラメントからなる補強繊維糸が
2方向に配列した二方向織物、補強繊維糸が1方向に配
列し、他の方向には補助糸が配列した一方向織物、補強
繊維糸を並行に配列し、これを接着剤が付着した糸で接
着させたり、薄い織物、不織布やマットを接着させて一
体に保持したシート状の一方向基材でもよく、またラン
ダムに補強繊維が配向したチョップドストランドマット
であってもよい。
Types of reinforcing fiber base materials include bidirectional fabrics in which reinforcing fiber threads made of multifilament or monofilament reinforcing fibers are arranged in two directions, and reinforcing fiber threads in one direction and auxiliary threads in other directions. A sheet-like unidirectional base material made by arranging reinforcing fibers in parallel and bonding them with threads coated with adhesive, or by bonding thin woven fabrics, non-woven fabrics, or mats together and holding them together. Alternatively, it may be a chopped strand mat in which reinforcing fibers are randomly oriented.

【0010】本発明に使用する補強繊維は、炭素繊維、
ガラス繊維、ポリアラミド繊維、シリコーン繊維等の高
弾性率で高強度の繊維である。セメント系構造体は弾性
率が大きいので、十分な補強効果を得るには、高弾性率
で高強度の繊維であることが必要であり、なかでも弾性
率や耐疲労性に優れ、かつ耐アルカリ性に優れている炭
素繊維が好ましい。なお、補強繊維基材を構成する補強
繊維糸は必ずしもこれら繊維の1種類に限定するもので
はなく、他の繊維と組み合わされていてもよい。
[0010] The reinforcing fibers used in the present invention include carbon fibers,
High modulus and high strength fibers such as glass fibers, polyaramid fibers, and silicone fibers. Cement-based structures have a high elastic modulus, so in order to obtain a sufficient reinforcing effect, it is necessary to use fibers with high elastic modulus and high strength. Carbon fiber is preferred because it has excellent properties. Note that the reinforcing fiber threads constituting the reinforcing fiber base material are not necessarily limited to one type of these fibers, and may be combined with other fibers.

【0011】FRP層において、マトリックスとなる樹
脂として室温硬化型の熱硬化性樹脂を使用すれば、注入
後その状態で外気温に放置すれば樹脂が硬化するので、
セメント系構造体の補強作業が簡単になり好ましいが、
必要に応じ加熱硬化型の熱硬化性樹脂を使用し、ホット
プレート等で加熱硬化させることもできる。本発明に使
用する熱硬化性樹脂としては、エポキシ樹脂、不飽和ポ
リエステル樹脂やフェノール樹脂等が挙げられるが、な
かでもエポキシ樹脂はセメント系構造体や補強繊維との
接着が良いので好ましい。
[0011] If a room temperature curing thermosetting resin is used as the matrix resin in the FRP layer, the resin will harden if left at outside temperature after injection.
This is preferable because it simplifies reinforcement work for cement-based structures, but
If necessary, a heat-curable thermosetting resin may be used and the resin may be heated and cured using a hot plate or the like. Examples of the thermosetting resin used in the present invention include epoxy resins, unsaturated polyester resins, and phenol resins, among which epoxy resins are preferred because they have good adhesion to cement structures and reinforcing fibers.

【0012】樹脂フイルム層を形成する樹脂の種類は、
とくに限定しないが、ナイロン樹脂、ポリエステル樹脂
、ポリフェニレンスルファイド樹脂やポリカーボネイト
樹脂等からなるフイルムを使用すると、風雨による劣化
のみならず、紫外線による劣化も少ないので好ましい。 また、炭素繊維やポリアラミド繊維の色は、黒や黄色で
ありこれらはFRPにしても変わらない。従って、補強
後の橋の色が黒や黄色になり、人間に不快感を与えるお
それもあるので、そのような場合、フイルムをコンクリ
ートと同系色である灰色にするとよい。また必要に応じ
、種々の色のフイルムを使用することにより、アメニテ
ィ感を向上させることも可能となる。
[0012] The type of resin forming the resin film layer is as follows:
Although not particularly limited, it is preferable to use a film made of nylon resin, polyester resin, polyphenylene sulfide resin, polycarbonate resin, or the like because it is less likely to deteriorate not only due to wind and rain but also due to ultraviolet rays. Furthermore, the colors of carbon fibers and polyaramid fibers are black and yellow, and these do not change even if they are made of FRP. Therefore, the color of the reinforced bridge may turn black or yellow, which may cause discomfort to people. In such cases, it is better to use a gray film, which is similar in color to the concrete. Furthermore, it is possible to improve the amenity feel by using films of various colors as required.

【0013】次に、本発明のセメント系構造体の補強方
法について、図面を参照して説明する。図1は、本発明
の一実施例に係るセメント系構造体の補強方法を示して
いる。まず、補強されるセメント系構造体1の外表面に
、補強繊維基材2を積層する。本実施例では、補強繊維
基材2を4枚積層し、その周囲にブリーダ3を置く。 これらを樹脂フイルムからなるバッグフイルム4で覆い
、ブリーダ3の外側に配したシーリング材5でセメント
系構造体1とバッグフイルム4を接着させ、補強繊維基
材2とブリーダ3をフイルム4でバッグする。ブリーダ
3の所に吸引口6、最外層補強繊維基材の所に樹脂の導
入口7を取付け、吸引口6から真空ポンプ8でバッグ内
を減圧しながら樹脂タンク9から樹脂10を供給し、補
強繊維基材2に樹脂10を含浸させる。樹脂10は基材
2に含浸しながら樹脂の導入口7から吸引口6へと流れ
、補強繊維基材2の全面に樹脂10が含浸されるのであ
る。吸引口6から真空ポンプ8の間にトラップ11を設
けておくと、補強繊維基材2の一部に樹脂の未含浸部が
あっても、全面に樹脂が含浸されるまで樹脂をトラップ
11に流しながら真空ポンプ8で吸引することができ、
吸引を続けても、真空ポンプ8に樹脂が入るといったト
ラブルは発生しないので好ましい。樹脂含浸後、導入口
7と吸引口6が取り外され、樹脂が硬化される。なお、
図1においては、補強繊維基材2の、積層枚数が4枚の
例について説明したが、必ずしも4枚に限定するもので
はなく、必要に応じ積層枚数、すなわち補強繊維量を決
めることができる。また、樹脂の導入口の位置や吸引口
の位置も、必ずしも図1に示した位置に限定するもので
はなく、補強繊維基材の全面に樹脂が含浸されるように
、適宜選択される。
Next, a method for reinforcing a cement structure according to the present invention will be explained with reference to the drawings. FIG. 1 shows a method for reinforcing a cement structure according to an embodiment of the present invention. First, the reinforcing fiber base material 2 is laminated on the outer surface of the cement structure 1 to be reinforced. In this example, four reinforcing fiber base materials 2 are laminated, and a bleeder 3 is placed around them. These are covered with a bag film 4 made of a resin film, the cement structure 1 and the bag film 4 are bonded together with a sealant 5 placed on the outside of the bleeder 3, and the reinforcing fiber base material 2 and the bleeder 3 are bagged with the film 4. . A suction port 6 is attached to the bleeder 3, and a resin introduction port 7 is attached to the outermost reinforcing fiber base material, and the resin 10 is supplied from the resin tank 9 while reducing the pressure inside the bag from the suction port 6 with a vacuum pump 8. A reinforcing fiber base material 2 is impregnated with a resin 10. The resin 10 flows from the resin introduction port 7 to the suction port 6 while impregnating the base material 2, and the entire surface of the reinforcing fiber base material 2 is impregnated with the resin 10. If a trap 11 is provided between the suction port 6 and the vacuum pump 8, even if there is a part of the reinforcing fiber base material 2 that is not impregnated with resin, the resin will be kept in the trap 11 until the entire surface is impregnated with the resin. It can be sucked with the vacuum pump 8 while flowing,
Even if the suction is continued, troubles such as resin entering the vacuum pump 8 do not occur, which is preferable. After resin impregnation, the introduction port 7 and the suction port 6 are removed and the resin is cured. In addition,
In FIG. 1, an example in which the number of layers of the reinforcing fiber base material 2 is four is explained, but the number is not necessarily limited to four, and the number of layers, that is, the amount of reinforcing fibers can be determined as necessary. Further, the position of the resin introduction port and the position of the suction port are not necessarily limited to the positions shown in FIG. 1, but are appropriately selected so that the entire surface of the reinforcing fiber base material is impregnated with the resin.

【0014】通常、セメント系構造体の補修や補強には
、樹脂の上部から下部への垂れ流れや、含浸作業におけ
る樹脂の飛散防止のため粘度の高い樹脂が使用され、補
強繊維基材への樹脂含浸を悪くしているが、本発明の方
法によればこの様な問題がないので、3〜20ポイズと
比較的粘度の低い樹脂の使用も可能となる。
[0014] Normally, when repairing or reinforcing cement-based structures, a highly viscous resin is used to prevent the resin from dripping from the top to the bottom and to prevent the resin from scattering during the impregnation process. However, according to the method of the present invention, there is no such problem and it is possible to use a resin having a relatively low viscosity of 3 to 20 poise.

【0015】セメント系構造体の下面を補強するような
場合、補強繊維基材の落下を防止するためセメント系構
造体にあらかじめ補強繊維のマトリックスとなる樹脂と
同じ樹脂を塗布して補強繊維基材を積層し、さらに基材
に樹脂を塗布したのち基材を積層するように、樹脂の塗
布、積層を繰り返した後、フイルムでバッグするように
すると良い。補強繊維基材への樹脂含浸をバッグを使用
して行うことにより、ローラ等による含浸作業が必要無
くなるので、補強繊維の損傷、繊維の配向乱れ、樹脂の
落下や補強繊維屑の落下の問題は避けられる。また、補
強繊維基材の落下防止策として、基材に0.5〜5重量
%の低融点熱可塑性ポリマーを付着させておき、アイロ
ン等で熱接着させるようにしてもよい。
When reinforcing the lower surface of a cement-based structure, in order to prevent the reinforcing fiber base material from falling, the cement-based structure is coated with the same resin as the matrix of the reinforcing fibers in advance, and the reinforcing fiber base material is coated on the cement-based structure in advance. After repeating resin application and lamination, such as laminating the base material, applying resin to the base material, and laminating the base material, it is preferable to bag the base material with a film. By using a bag to impregnate the reinforcing fiber base material with resin, there is no need for impregnation work using rollers, etc., so there are no problems with damage to the reinforcing fibers, disordered fiber orientation, falling resin, or falling reinforcing fiber waste. can avoid. Further, as a measure to prevent the reinforcing fiber base material from falling, 0.5 to 5% by weight of a low melting point thermoplastic polymer may be attached to the base material and thermally bonded with an iron or the like.

【0016】なお、補強繊維基材の積層に入る前の補修
として、セメント系構造体の補強箇所にひび割れが入っ
ているような場合、ひび割れ部にエポシキ樹脂系のパテ
を埋め込んで水漏れを防止しておくことが好ましい。F
RP層を接着後、ひび割れ部から水漏れしていると、水
の凍結による体積膨脹によりFRP層がセメント系構造
体から剥離してしまうおそれがある。また、セメント系
構造体の表面が凸凹している場合、補強繊維基材はドレ
ープ性があるので若干の凸凹には沿うが、凸凹の程度が
大きい場合グラインダーでセメント系構造体の表面を削
って平滑にし、またFRP層との接着をより良くするた
めに、エポシキ樹脂系のプライマーを塗布することが好
ましい。
[0016] As a repair before laminating the reinforcing fiber base material, if there are cracks in the reinforced parts of the cement structure, epoxy resin putty can be embedded in the cracks to prevent water leakage. It is preferable to keep it. F
If water leaks from the cracked portion after bonding the RP layer, there is a risk that the FRP layer will peel off from the cement-based structure due to volume expansion due to freezing of the water. In addition, if the surface of the cement structure is uneven, the reinforcing fiber base material has a drape property and will follow the slight unevenness, but if the degree of unevenness is large, the surface of the cement structure can be ground with a grinder. In order to smoothen the surface and improve adhesion with the FRP layer, it is preferable to apply an epoxy resin primer.

【0017】また、マトリックス樹脂の硬化後バッグフ
イルムを剥がし、FRP層の表面にウレタン系の塗料や
アクリル系の塗料で表面塗装することもできるが、バッ
グフイルムを剥がさず残しておくことによって、紫外線
によるマトリックス樹脂の劣化を防ぐことができ、また
装飾効果を持たせることも可能になる。
It is also possible to peel off the bag film after curing the matrix resin and paint the surface of the FRP layer with urethane paint or acrylic paint, but by leaving the bag film on without peeling it off, UV rays It is possible to prevent the deterioration of the matrix resin due to oxidation, and it is also possible to provide a decorative effect.

【0018】上記のような本発明のセメント系構造体の
補強方法において、熱硬化性樹脂の硬化後バッグフイル
ムを剥離せず、そのまま残しておくことによって、たと
えば図2に示すような繊維強化樹脂補強セメント系構造
体が簡単に得られる。図2は、本発明の一実施例に係る
繊維強化樹脂補強セメント系構造体を示しており、鉄筋
コンクリートからなる橋21の床版22の下面に、補強
繊維基材を含むFRP層23が接着され、さらにその上
に樹脂フイルム層24が接着されている。
In the method for reinforcing a cement structure of the present invention as described above, by leaving the bag film as it is without peeling it off after the thermosetting resin has hardened, for example, a fiber reinforced resin as shown in FIG. Reinforced cementitious structures are easily obtained. FIG. 2 shows a fiber-reinforced resin-reinforced cement structure according to an embodiment of the present invention, in which an FRP layer 23 containing a reinforcing fiber base material is adhered to the lower surface of a deck slab 22 of a bridge 21 made of reinforced concrete. Furthermore, a resin film layer 24 is adhered thereon.

【0019】このような橋21においては、その床版2
2がFRP層23によって十分に補強されるとともに、
樹脂フイルム層24によってFRP層23が直接風雨等
にさらされることが防止され、FRP層23の樹脂の劣
化が防止され、長期間補強効果が維持される。
In such a bridge 21, the deck slab 2
2 is sufficiently reinforced by the FRP layer 23,
The resin film layer 24 prevents the FRP layer 23 from being directly exposed to wind and rain, prevents the resin of the FRP layer 23 from deteriorating, and maintains the reinforcing effect for a long period of time.

【0020】[0020]

【発明の効果】本発明の繊維強化樹脂補強セメント系構
造体によるときは、セメント系構造体外表面にFRP層
および樹脂フイルム層が接着によって形成されているか
ら、補強されたセメント系構造体のFRP層の樹脂の経
時劣化が少ない。また、FRP層を炭素繊維強化樹脂層
で構成すれば、僅かな繊維量で補強が可能となり、しか
も補強作業が簡単になる。炭素繊維は疲労特性に優れ、
かつ耐アルカリ性に優れているので、長期間経過しても
FRP層の補強繊維の劣化の心配は少ない。
Effects of the Invention When using the fiber-reinforced resin-reinforced cement structure of the present invention, since the FRP layer and the resin film layer are formed by adhesion on the outer surface of the cement structure, the FRP of the reinforced cement structure is There is little deterioration of the layer resin over time. Moreover, if the FRP layer is composed of a carbon fiber reinforced resin layer, reinforcement can be achieved with a small amount of fibers, and the reinforcement work becomes easy. Carbon fiber has excellent fatigue properties,
Moreover, since it has excellent alkali resistance, there is little concern that the reinforcing fibers of the FRP layer will deteriorate even after a long period of time.

【0021】また、本発明のセメント系構造体の補強方
法においては、バッグにより、樹脂含浸、硬化を行うこ
とによって補強作業を行うから、屋外作業であっても風
に補強繊維基材が吹かれて所定の方向、場所への積層が
困難になるようなことは少なく、また、樹脂含浸作業の
際、含浸ローラで補強繊維が損傷を受けたり繊維の配向
が乱れたり、また上方から樹脂が落下してきて顔に付着
したり、補強繊維屑が作業員の肌に突き刺さったりする
心配が少なく、補強作業を容易にしかも短時間に行うこ
とができる。
[0021] Furthermore, in the reinforcing method for cement-based structures of the present invention, reinforcing work is carried out by impregnating and curing resin with a bag, so even when working outdoors, the reinforcing fiber base material is not blown by the wind. In addition, during the resin impregnation process, the reinforcing fibers may be damaged by the impregnation roller, the fiber orientation may be disturbed, or the resin may fall from above. There is less worry that reinforcing fiber waste will stick to the worker's face or that the reinforcing fiber waste will pierce the worker's skin, and reinforcing work can be carried out easily and in a short time.

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

【図1】本発明の一実施例に係るセメント系構造体の補
強方法を示す縦断面図である。
FIG. 1 is a longitudinal sectional view showing a method for reinforcing a cement structure according to an embodiment of the present invention.

【図2】本発明の一実施例に係る繊維強化樹脂補強セメ
ント系構造体の斜視図である。
FIG. 2 is a perspective view of a fiber-reinforced resin-reinforced cement structure according to an embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1  セメント系構造体 2  補強繊維基材 3  ブリーダ 4、24  樹脂フイルム層 5  シーリング材 6  吸引口 7  樹脂の導入口 8  真空ポンプ 9  樹脂タンク 10  樹脂 11  トラップ 21  橋 22  床版 23  繊維強化樹脂(FRP)層 1 Cement-based structure 2 Reinforcement fiber base material 3 Breeder 4, 24 Resin film layer 5 Sealing material 6 Suction port 7 Resin introduction port 8 Vacuum pump 9 Resin tank 10 Resin 11 Trap 21 Bridge 22 Floor slab 23 Fiber reinforced resin (FRP) layer

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】  セメント系材料からなる構造体の外表
面に繊維強化樹脂層が接着によって形成され、さらにそ
の上に樹脂フイルム層が接着によって形成されているこ
とを特徴とする繊維強化樹脂補強セメント系構造体。
1. A fiber-reinforced resin-reinforced cement, characterized in that a fiber-reinforced resin layer is formed by adhesion on the outer surface of a structure made of a cement material, and a resin film layer is further formed by adhesion thereon. system structure.
【請求項2】  前記繊維強化樹脂層の補強繊維が炭素
繊維である請求項1の繊維強化樹脂補強セメント系構造
体。
2. The fiber-reinforced resin-reinforced cement structure according to claim 1, wherein the reinforcing fibers of the fiber-reinforced resin layer are carbon fibers.
【請求項3】  セメント系材料からなる構造体の外表
面に補強繊維基材を積層し、さらにその上に樹脂フイル
ムを被せて補強繊維基材をバッグし、バッグ内を減圧し
、バッグ内に熱硬化性樹脂を注入して補強繊維基材に含
浸させ、しかる後に熱硬化性樹脂を硬化させることを特
徴とするセメント系構造体の補強方法。
3. A reinforcing fiber base material is laminated on the outer surface of a structure made of cement material, a resin film is further placed on top of the reinforcing fiber base material, the reinforcing fiber base material is placed in a bag, the pressure inside the bag is reduced, and the reinforcing fiber base material is placed in a bag. A method for reinforcing a cement-based structure, which comprises injecting a thermosetting resin to impregnate a reinforcing fiber base material, and then curing the thermosetting resin.
JP13534391A 1991-05-13 1991-05-13 Reinforcement method of cement-based structure Expired - Fee Related JP3362737B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP13534391A JP3362737B2 (en) 1991-05-13 1991-05-13 Reinforcement method of cement-based structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP13534391A JP3362737B2 (en) 1991-05-13 1991-05-13 Reinforcement method of cement-based structure

Publications (2)

Publication Number Publication Date
JPH04336243A true JPH04336243A (en) 1992-11-24
JP3362737B2 JP3362737B2 (en) 2003-01-07

Family

ID=15149561

Family Applications (1)

Application Number Title Priority Date Filing Date
JP13534391A Expired - Fee Related JP3362737B2 (en) 1991-05-13 1991-05-13 Reinforcement method of cement-based structure

Country Status (1)

Country Link
JP (1) JP3362737B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11320735A (en) * 1998-05-20 1999-11-24 Toray Ind Inc Fiber-reinforced plastic fire resistant building member and its manufacture
JP2005271247A (en) * 2004-03-23 2005-10-06 Toray Ind Inc Frp reinforcing and repairing method
JP2008063745A (en) * 2006-09-05 2008-03-21 Nippon Oil Corp Method for reinforcing existing structure with carbon fiber
CN108775160A (en) * 2018-07-02 2018-11-09 广东工业大学 A kind of glue filling device and method for post stretching

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH11320735A (en) * 1998-05-20 1999-11-24 Toray Ind Inc Fiber-reinforced plastic fire resistant building member and its manufacture
JP2005271247A (en) * 2004-03-23 2005-10-06 Toray Ind Inc Frp reinforcing and repairing method
JP2008063745A (en) * 2006-09-05 2008-03-21 Nippon Oil Corp Method for reinforcing existing structure with carbon fiber
JP4638850B2 (en) * 2006-09-05 2011-02-23 Jx日鉱日石エネルギー株式会社 Method for reinforcing existing structures with carbon fiber
CN108775160A (en) * 2018-07-02 2018-11-09 广东工业大学 A kind of glue filling device and method for post stretching

Also Published As

Publication number Publication date
JP3362737B2 (en) 2003-01-07

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