JP2965173B2 - Fiber reinforced resin reinforced cement based structure - Google Patents

Fiber reinforced resin reinforced cement based structure

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Publication number
JP2965173B2
JP2965173B2 JP3135342A JP13534291A JP2965173B2 JP 2965173 B2 JP2965173 B2 JP 2965173B2 JP 3135342 A JP3135342 A JP 3135342A JP 13534291 A JP13534291 A JP 13534291A JP 2965173 B2 JP2965173 B2 JP 2965173B2
Authority
JP
Japan
Prior art keywords
fiber
reinforcing
cement
reinforced resin
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.)
Expired - Lifetime
Application number
JP3135342A
Other languages
Japanese (ja)
Other versions
JPH04336242A (en
Inventor
明 西村
清 本間
郁夫 堀部
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.)
TORE KK
Original Assignee
TORE KK
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Filing date
Publication date
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Application filed by TORE KK filed Critical TORE KK
Priority to JP3135342A priority Critical patent/JP2965173B2/en
Publication of JPH04336242A publication Critical patent/JPH04336242A/en
Application granted granted Critical
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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に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fiber-reinforced resin-reinforced cementitious structure, and more particularly, to a concrete slab, a bridge pier, a wall material made of mortar, etc., reinforced with a fiber-reinforced resin layer. A cement-based structure.

【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、通
常、例えば、橋の床版は、コンクリートからなる床版の
下面に補強材として鋼板を接着剤で接着する方法で補強
される。
2. Description of the Related Art Recently, the destruction of bridges due to earthquakes, the generation of rust in reinforcing bars due to the neutralization of concrete, the fatigue of reinforcing steel reinforcing the decks of bridges due to the rapid increase in traffic, and the outer walls of buildings. The fragility and durability of cement-based structures, such as falling due to cracks in wall materials, have become social issues. Of course, you can replace it with a new one, but that would require enormous costs. Therefore, as a countermeasure, for example, a deck slab of a bridge is usually reinforced by a method of bonding a steel plate as a reinforcing material to the lower surface of a slab made of concrete with an adhesive.

【0003】しかしながら、長期間経つとコンクリート
の床版がひび割れしてそこから水が浸透し、これが床版
と鋼板の接着面にまで到達すると、水の凍結による体積
膨脹により鋼板が床版から剥離し、この剥離部にさらに
水の浸透、凍結が繰り返されると鋼板の剥離面積が益々
大きくなり、補強効果が次第に無くなってくる。鋼板は
不透明なため水漏れ箇所を見付け出す事ができず、破壊
の危機にさらされていることに気付かない虞もある。従
来、ハンマーで鋼板を叩き、打撃音で剥離箇所を見付け
出す方法が採られているが、判断は人間が音の変化で感
知するので、熟練を要するばかりか、信頼性に欠け、剥
離部分を正確に把握することはできないという問題があ
った。
However, over a long period of time, the concrete slab cracks and water penetrates from there, and when it reaches the bonding surface between the slab and the steel sheet, the steel sheet peels off from the slab due to volume expansion due to freezing of water. However, when the permeation and freezing of water are further repeated in the peeled portion, the peeled area of the steel sheet is further increased, and the reinforcing effect is gradually lost. Since the steel plate is opaque, it is impossible to find a leaking portion of the steel plate, and there is a possibility that the user may not be aware that the steel plate is in danger of destruction. Conventionally, a method of hitting a steel plate with a hammer and finding a peeling point with a hitting sound has been adopted.However, since judgment is made by a human being based on a change in sound, not only skill is required but also reliability is lacking. There was a problem that it could not be grasped accurately.

【0004】[0004]

【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、セメント系構造体の十分
な補強を行いつつ、同時に構造体のひび割れ箇所、水漏
れ箇所や、補強材たるFRP層の剥離箇所などを容易に
かつ正確に見付け出すことができるセメント系構造体を
提供することにある。
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems by sufficiently reinforcing a cement-based structure and at the same time, at the same time as cracks, water leaks, and reinforcing members of the structure. An object of the present invention is to provide a cement-based structure capable of easily and accurately finding a peeled portion of a barrel FRP layer.

【0005】[0005]

【課題を解決するための手段】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、補強繊維基材を含む繊維強
化樹脂層が接着によって形成されたセメント系構造体で
あって、前記補強繊維基材は、炭素繊維糸条群と他の繊
維糸条群が、該補強繊維基材の少なくとも一部が前記他
の繊維糸条群のみから形成されるように配列された繊維
基材からなり、前記他の繊維糸条群は、繊維強化樹脂層
として成形されたときに該繊維強化樹脂層の前記他の繊
維糸条群部分が透明または半透明になる繊維糸条からな
る。
According to the present invention, there is provided a fiber-reinforced resin-reinforced cement-based structure according to the present invention, in which a fiber-reinforced resin layer containing a reinforcing fiber base is adhered to an outer surface of a structure made of a cement-based material. Wherein the reinforcing fiber base comprises a carbon fiber yarn group and another fiber yarn group, and at least a part of the reinforcing fiber base material comprises the other fiber yarn group. Consisting of a fiber base material arranged so as to be formed only from the above, the other fiber yarn group, when molded as a fiber reinforced resin layer, the other fiber yarn group portion of the fiber reinforced resin layer It is made of a transparent or translucent fiber yarn.

【0006】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。
[0006] The cement-based structure referred to in the present invention is a structure made of a cement-based material such as mortar or concrete, and refers to a building material used for a building, civil engineering structure, wall, or the like. Further, the cement-based structure of the present invention is an FRP reinforced cement-based structure in which a fiber reinforced resin (FRP) layer containing a reinforcing fiber base material is formed on an outer surface thereof by bonding. The FRP layer is formed by impregnating a reinforcing fiber base material with a resin. The reinforcing fiber base may be a single layer, but from the viewpoint of reinforcing the cement-based structure, it is preferable that the reinforcing fiber base has a laminated structure of a plurality of reinforcing fiber bases.

【0007】本発明における補強繊維基材は、炭素繊維
糸条群と、炭素繊維以外の他の繊維糸条群からなり、両
繊維糸条群は、補強繊維基材の少なくとも一部が前記他
の繊維糸条群のみから形成されるように配列されてい
る。炭素繊維糸条群は、セメント系構造体の補強のため
に配列される。他の繊維糸条群は、FRP層に成形され
たときに、FRP層の他の繊維糸条群部分が透明または
半透明になる繊維糸条からなることが必要である。
The reinforcing fiber base in the present invention comprises a group of carbon fiber yarns and a group of fiber yarns other than carbon fiber. Are arranged so as to be formed only from the fiber yarn group. The carbon fiber thread group is arranged for reinforcing the cement-based structure. The other fiber yarn group is required to be made of a fiber yarn in which the other fiber yarn group portion of the FRP layer becomes transparent or translucent when formed into the FRP layer.

【0008】本発明に使用する炭素繊維糸条は、PAN
(ポリアクリルニトリル)系またはピッチ系の高弾性
率、高強度の炭素繊維からなる糸条である。糸条形態と
しては、マルチフィラメント、モノフィラメントのいず
れでもよいが、弾性率が20×103 kg/mm2 以上、引
張強度が250kg/mm2 以上のマルチフィラメントが好
ましく、単糸3,000〜30,000本が収束して炭
素繊維糸条を形成していることが好ましい。
The carbon fiber yarn used in the present invention is PAN
It is a yarn made of a (polyacrylonitrile) or pitch-based carbon fiber with high elastic modulus and high strength. The yarn form may be either a multifilament or a monofilament, but is preferably a multifilament having an elastic modulus of 20 × 10 3 kg / mm 2 or more and a tensile strength of 250 kg / mm 2 or more. It is preferable that 2,000 fibers converge to form a carbon fiber thread.

【0009】本発明に使用する他の繊維糸条とは、FR
Pに成形したとき透明または半透明になる繊維糸条であ
り、必ずしもセメント系構造体の補強に寄与しなくても
よい。また、補強繊維基材に加工したとき、熱収縮率の
違いによる炭素繊維糸条の蛇行の発生を防ぐため、炭素
繊維糸条とほぼ熱収縮率が同じ繊維糸条が好ましく、そ
の様な糸条を構成する繊維としてはガラス繊維、ポリア
ラミド繊維、ビニロン繊維や液晶ポリエステル繊維等が
ある。また、ナイロン繊維やポリエステル繊維などの熱
可塑性繊維を熱処理して熱収縮率を小さくした繊維糸条
や、卷縮糸であってもよい。
The other fiber yarn used in the present invention is FR
It is a fiber thread that becomes transparent or translucent when formed into P, and does not necessarily need to contribute to reinforcement of the cement-based structure. Further, when processed into a reinforcing fiber base material, in order to prevent the occurrence of meandering of the carbon fiber yarn due to the difference in the heat shrinkage, a fiber yarn having substantially the same heat shrinkage as the carbon fiber yarn is preferable. The fibers constituting the strip include glass fibers, polyaramid fibers, vinylon fibers, liquid crystal polyester fibers, and the like. Further, a fiber yarn or a crimped yarn obtained by heat-treating a thermoplastic fiber such as a nylon fiber or a polyester fiber to reduce the heat shrinkage may be used.

【0010】炭素繊維は、弾性率が高く強度も高いの
で、弾性率の高いセメント系構造体の補強には少量でも
効果が有り、かつ耐アルカリ性や疲労特性に優れている
ので、セメント系構造体の補強には最適な繊維である
が、繊維の色が黒く、不透明なので、補強箇所の全面を
炭素繊維強化樹脂で補強すると、鋼板で補強した場合と
同様、水漏れ箇所などを見付け出す事ができず、メイン
テナンスが問題となる。したがって、FRPになった後
も水漏れ箇所などが肉眼観察で発見できるように、FR
P層に透明または半透明のFRP部を設けておく必要が
あるのである。
Since carbon fiber has a high elastic modulus and a high strength, it is effective even in a small amount for reinforcing a cement-based structure having a high elastic modulus, and is excellent in alkali resistance and fatigue properties. The fiber is black and opaque, so if the entire area of the reinforcement is reinforced with carbon fiber reinforced resin, it will be possible to find water leaking points, just as with steel plate. No, maintenance is a problem. Therefore, even after FRP, water leakage spots can be found by visual observation.
It is necessary to provide a transparent or translucent FRP portion in the P layer.

【0011】このような構成を有する本発明の繊維強化
樹脂補強セメント系構造体は、たとえば図1,図2に示
すような構造を有する。図1,図2に示す実施態様で
は、FRP層は、複数の補強繊維基材の積層体を含む層
に構成されている。
The fiber-reinforced resin-reinforced cementitious structure of the present invention having such a structure has a structure as shown in FIGS. 1 and 2, for example. In the embodiment shown in FIGS. 1 and 2, the FRP layer is configured as a layer including a laminate of a plurality of reinforcing fiber substrates.

【0012】図1に示す態様では、セメント系構造体1
の下面に、積層された5枚の補強繊維基材31 、32
3 、34、35 を含むFRP層2が接着によって形成
されている。5枚の各補強繊維基材31 、32 、33
4 、35 は、セメント系構造体の長さ方向Aにおいて
帯状に、かつ幅方向Bにおいて間隔をもたせて配列され
た炭素繊維糸条群41 、42 、43 、44 、45 と、こ
れと交互配列をなす、炭素繊維以外の他の繊維糸条群5
1 、52 、53 、54 、55 とからなり、炭素繊維糸条
群部分同士および他の繊維糸条群部分同士が互いに重な
り合うように各補強繊維基材が積層されている。そし
て、FRP層に成形したときに、他の繊維糸条群部分同
士が互いに重なり合った部分が、透明または半透明とな
るようになっている。
In the embodiment shown in FIG.
, Five laminated fiber base materials 3 1 , 3 2 ,
3 3, 3 4, 3 5 FRP layer 2 containing is formed by gluing. Each of the five reinforcing fiber substrates 3 1 , 3 2 , 3 3 ,
3 4, 3 5, a strip in the longitudinal direction A of the cement-based structures, and arranged remembering intervals in the width direction B carbon fiber yarn groups 4 1, 4 2, 4 3, 4 4, 4 5 and a group of other fiber yarns other than carbon fiber 5 alternately arranged
1, 5 2, it consists of five 3, 5 4, 5 5 which, each of the reinforcing fiber substrate such that the carbon fiber thread group moiety to each other and other fiber yarns group moiety to each other overlap each other are laminated. Then, when formed into the FRP layer, the portion where the other fiber yarn group portions overlap each other becomes transparent or translucent.

【0013】図2に示す態様では、FRP層12を構成
する各補強繊維基材131 、132 、133 、134
135 の帯状炭素繊維糸条群141 、142 、143
144 、145 が、セメント系構造体1の長さ方向Aと
幅方向Bの2方向に配列されている。他の繊維糸条群1
1 、152 、153 、154 、155 は、セメント系
構造体1の長さ方向Aのみに配列されているが、これも
幅方向Bとの2方向に配列されていてもよい。帯状の炭
素繊維糸条群は間隔をもたせて2方向に配列されている
ので、各炭素繊維糸条群間に、角形の、他の繊維糸条群
のみからなる部分が形成され、各補強繊維基材の、上記
他の繊維糸条群のみからなる部分同士が互いに重なり合
うように積層されている。
In the embodiment shown in FIG. 2, each reinforcing fiber base material 13 1 , 13 2 , 13 3 , 13 4 ,
13 5 of the belt-like carbon fiber thread group 14 1, 14 2, 14 3,
14 4 and 14 5 are arranged in two directions of the length direction A and the width direction B of the cement-based structure 1. Other fiber yarn group 1
5 1 , 15 2 , 15 3 , 15 4 , and 15 5 are arranged only in the length direction A of the cementitious structure 1, but they may also be arranged in two directions of the width direction B. . Since the belt-like carbon fiber yarn groups are arranged in two directions with an interval, a rectangular portion consisting only of another fiber yarn group is formed between each carbon fiber yarn group, and each reinforcing fiber Portions of the substrate, which are composed only of the other fiber yarn groups, are laminated so as to overlap each other.

【0014】上記した炭素繊維糸条と他の繊維糸条は、
予め繊維基材に加工したものを使用すると補強作業が簡
単となるので好ましい。たとえば、図1に示したFRP
層を成形するためには、図3に示すような一方向織物が
用いられる。図3の一方向織物は、炭素繊維糸条6を複
数本並行に配列してなる糸条群aと、他の繊維からなる
糸条7を複数本並行に配列してなる糸条群bとを交互に
配列し、炭素繊維糸条と他の繊維糸条からなる経糸と、
補助糸としての緯糸8が交錯して、平組織している。な
お、他の繊維糸条群からなるFRP部を透明または半透
明にするために、緯糸もFRPにしたとき透明または半
透明になるような繊維糸であることが好ましい。
The above carbon fiber yarn and other fiber yarns are
It is preferable to use a material which has been processed into a fiber base material in advance, since the reinforcing work is simplified. For example, the FRP shown in FIG.
To form the layers, a unidirectional fabric as shown in FIG. 3 is used. The unidirectional woven fabric in FIG. 3 includes a yarn group a in which a plurality of carbon fiber yarns 6 are arranged in parallel, and a yarn group b in which a plurality of yarns 7 made of other fibers are arranged in parallel. Are alternately arranged, and a warp composed of a carbon fiber yarn and another fiber yarn,
The wefts 8 as auxiliary yarns are interlaced and have a flat structure. In addition, in order to make the FRP portion composed of another fiber yarn group transparent or translucent, it is preferable that the weft yarn is also a fiber yarn that becomes transparent or translucent when made into FRP.

【0015】また、図2に示した、炭素繊維糸条群がセ
メント系構造体1の長さ方向と幅方向の2方向に配列し
たFRP層12を設けるには、図3の一方向織物を長さ
方向と幅方向に交互に積層することによっても得られる
し、また、炭素繊維糸条群と他の繊維糸条群が交互に、
縦方向および横方向の2方向に配列した2方向織物を積
層することによっても得られる。
In order to provide the FRP layer 12 shown in FIG. 2 in which the carbon fiber thread groups are arranged in two directions of the length direction and the width direction of the cementitious structure 1, the unidirectional woven fabric of FIG. It can also be obtained by alternately laminating in the length direction and the width direction, and the carbon fiber yarn group and the other fiber yarn group alternately,
It can also be obtained by laminating two-way fabrics arranged in two directions, a vertical direction and a horizontal direction.

【0016】本発明に用いる補強繊維基材においては、
炭素繊維糸条群からなる織物の部分と、他の繊維糸条群
からなる織物の部分とは、織物の厚さは必ずしも同じで
ある必要はなく、むしろ他の繊維糸条群からなる織物の
部分が、炭素繊維糸条群からなる織物の部分よりも薄い
方が、FRP層にしたときにも他の繊維糸条群からなる
FRP層部分が薄くなり水漏れ箇所などが発見しやすく
なるので好ましい。
In the reinforcing fiber substrate used in the present invention,
The thickness of the woven fabric made of the carbon fiber yarn group and the woven fabric made of the other fiber yarn group do not necessarily have to be the same. If the part is thinner than the part of the woven fabric consisting of the carbon fiber thread group, the FRP layer part consisting of the other fiber thread group becomes thinner even when the FRP layer is formed, and it becomes easier to find water leaking points etc. preferable.

【0017】また、補強繊維基材の形態は織物に限定す
るものではなく、炭素繊維糸条を複数本並行に配列して
なる糸条群と、他の繊維糸条を複数本並行に配列してな
る糸条群を交互に配列し、これを接着剤が付着した糸で
接着させたり、FRPにしたとき透明または半透明にな
る繊維からなる薄い織物、不織布やマットを接着させた
りして形成したシート状の一方向基材でも良い。
Further, the form of the reinforcing fiber base is not limited to a woven fabric. A group of yarns in which a plurality of carbon fiber yarns are arranged in parallel and a plurality of other fiber yarns are arranged in parallel. Formed by alternately arranging thread groups consisting of fibers and attaching them with a thread to which an adhesive has been attached, or by attaching a thin woven fabric, nonwoven fabric or mat made of fibers that become transparent or translucent when made into FRP. A sheet-shaped unidirectional substrate may be used.

【0018】なお、本発明に使用する補強繊維基材の炭
素繊維は、セメント系構造体の補強を担うものであるか
らして、繊維基材全体の繊維に対して50〜90体積%
であることが好ましい。90%以上になると、透明また
は半透明のFRP部の面積が小さくなり、水漏れ箇所な
どが発見し難くなるので好ましくない。また、水漏れ箇
所などを発見しやすくするため、他の繊維糸条群は、帯
状の1糸条群の幅が10mm〜300mm、より好ましくは
50mm〜250mmであることが好ましい。これよりも狭
いと、補強繊維基材同士積層の際の互いの層のずれによ
り、透明または半透明のFRP部の面積が小さくなり、
水漏れ箇所が発見し難くなる。
Since the carbon fibers of the reinforcing fiber base used in the present invention serve to reinforce the cement-based structure, 50 to 90% by volume of the fibers of the entire fiber base is used.
It is preferred that When it is 90% or more, the area of the transparent or translucent FRP portion becomes small, and it is difficult to find a leaking portion or the like, which is not preferable. In addition, in order to make it easy to find a water leaking part, the width of one band group of other fiber yarn groups is preferably 10 mm to 300 mm, more preferably 50 mm to 250 mm. If it is smaller than this, the area of the transparent or translucent FRP portion becomes smaller due to the displacement of each layer when the reinforcing fiber base material is laminated,
It is difficult to find water leak points.

【0019】本発明の繊維強化樹脂補強セメント系構造
体は、たとえば次のように作成することができる。ま
ず、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。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。
The fiber-reinforced resin-reinforced cementitious structure of the present invention can be prepared, for example, as follows. First, as a repair before entering the lamination of the reinforcing fiber base, if cracks are found in the reinforcing part of the cement-based structure, bury epoxy resin-based putty in the cracks to prevent water leakage . In addition, when the surface of the cement-based structure is uneven, the reinforcing fiber base material has a drape property, so it follows some unevenness, but when the degree of the unevenness is large, the surface of the cement-based structure is shaved with a grinder. Smoothing,
In order to improve the adhesion with the FRP layer, an epoxy resin-based primer is applied.

【0020】補強されるセメント系構造体に、広幅の補
強繊維基材を必要枚数積層し、その周囲にブリーダを置
き、これらをバッグフイルムで覆い、ブリーダの外側に
配したシーリング材でセメント系構造体とバッグフイル
ムを接着させ、補強繊維基材とブリーダをフイルムでバ
ッグする。ブリーダの所に吸引口、補強繊維基材の所に
樹脂の導入口を取付け、吸引口から真空ポンプでバッグ
内を真空状態にしながら樹脂タンクから樹脂を供給し、
補強繊維基材に樹脂含浸させる。樹脂は補強繊維基材に
含浸しながら樹脂の導入口から吸引口へと流れ、補強繊
維基材の全面に樹脂が含浸される。この方法によると、
補強繊維基材を広幅の状態で使用できるので、補強のた
めの成形作業が簡単にできる。
A required number of wide reinforcing fiber base materials are laminated on the cement-based structure to be reinforced, a bleeder is placed around the base material, these are covered with a bag film, and the cement-based structure is provided with a sealing material disposed outside the bleeder. The body and the bag film are adhered, and the reinforcing fiber base and the bleeder are bagged with the film. Attach the suction port at the bleeder and the resin introduction port at the reinforcing fiber base, and supply the resin from the resin tank while evacuating the bag with a vacuum pump from the suction port.
The reinforcing fiber substrate is impregnated with resin. The resin flows from the resin introduction port to the suction port while impregnating the reinforcing fiber base material, and the entire surface of the reinforcing fiber base material is impregnated with the resin. According to this method,
Since the reinforcing fiber base material can be used in a wide state, a molding operation for reinforcement can be easily performed.

【0021】なお、FRPの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
ント系構造体の補修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炭素繊維との接着
が良いので好ましい。また、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、炭酸カルシウ
ムなどの不透明な充填材を入れて、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、
上記の方法では、不透明な充填材を用いる必要は無く、
比較的透明な3〜20ポイズの低粘度樹脂で成形が可能
である。樹脂の粘度が低いので、補強繊維基材への樹脂
含浸も良くなる。
If a thermosetting resin of a room temperature curing type is used as the resin serving as the matrix of the FRP, the resin is cured if left at an outside temperature in the state after the injection, so that the repair work of the cement-based structure can be performed. Although it is simple and preferable, it is also possible to use a heat-curable thermosetting resin and heat-cur using a hot plate or the like as necessary. Examples of the thermosetting resin used in the present invention include an epoxy resin, an unsaturated polyester resin, and a phenol resin. Among them, an epoxy resin is preferable because of its good adhesion to a cement-based structure or carbon fiber. In addition, in general, for repair and reinforcement of cement-based structures, dripping flow from the top to the bottom of the resin,
In order to prevent scattering of the resin during the impregnation work, an opaque filler such as calcium carbonate is used, and a high-viscosity resin is used, which impairs the resin impregnation into the reinforcing fiber base material.
In the above method, there is no need to use an opaque filler,
Molding is possible with a relatively transparent low viscosity resin of 3 to 20 poise. Since the viscosity of the resin is low, the impregnation of the reinforcing fiber base material with the resin is also improved.

【0022】なお、真空バッグによってマトリックス樹
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。このような方法は、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
の色は、黒でありこれはFRPにした後にも変わらな
い。従って、補修後の橋等の色が黒になり、不快感を与
えるおそれのある場合には、フイルムをコンクリートと
同系色である灰色にすると、不快感を軽減できる。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。
After the matrix resin is cured by a vacuum bag, the bag film can be peeled off, and the surface of the FRP layer can be coated with a urethane-based paint or an acrylic paint. However, it is necessary to leave the bag film without peeling. Thereby, deterioration of the matrix resin due to ultraviolet rays can be prevented, and a decorative effect can be provided. Such a method is preferable because not only deterioration due to wind and rain but also deterioration due to ultraviolet rays are small. Further, the color of the carbon fiber is black, which does not change even after FRP. Therefore, if the color of the bridge or the like after the repair becomes black and there is a possibility of giving discomfort, the discomfort can be reduced by making the film a gray color similar to concrete. Further, by using films of various colors as needed, it is possible to improve the amenity.

【0023】本発明の繊維強化樹脂補強セメント系構造
体は、上述した以外にも様々な形態を採ることができ
る。たとえば、水漏れ箇所などをより発見しやすくする
ため、他の繊維糸条群からなるFRP部に直径5〜10
mm程度の、FRP部を貫通しセメント系構造体に到達す
る穴を開けておいても良い。他の繊維糸条群からなるF
RP部は基本的には補強を担うものでないから、穴を開
けることによって、FRP層の補強効果が低下する心配
はほとんどない。また、他の繊維糸条群からなるFRP
層の落下防止のため、セメント系構造体とボルトによる
締結を合わせ行ってもよい。
The fiber-reinforced resin-reinforced cementitious structure of the present invention can take various forms other than those described above. For example, in order to make it easier to find a water leaking point or the like, the FRP portion made of another fiber yarn group has a diameter of 5 to 10 mm.
A hole of about mm that penetrates the FRP portion and reaches the cement-based structure may be formed. F consisting of other fiber yarn groups
Since the RP portion does not basically support the reinforcement, there is almost no fear that the reinforcing effect of the FRP layer is reduced by making the holes. In addition, an FRP composed of another fiber yarn group
In order to prevent the layer from dropping, the cement-based structure and the fastening by bolts may be combined.

【0024】[0024]

【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、セメント系構造体に、炭素繊維糸条
群と他の繊維糸条群からなる補強繊維基材を含むFRP
層を接着によって形成し、そのFRP層に他の繊維糸条
群のみを有する透明または半透明の部分を形成したの
で、炭素繊維糸条群を有するFRP層によるセメント系
構造体の補強を達成しつつ、同時に、上記透明または半
透明FRP部を介して長年の使用によるセメント系構造
体のひび割れ箇所、水漏れ箇所や、補強材たるFRP層
の剥離箇所などを容易にかつ正確に発見することができ
る。
According to the fiber-reinforced resin-reinforced cement-based structure of the present invention, the cement-based structure contains a reinforcing fiber base material comprising a group of carbon fiber yarns and a group of other fiber yarns.
The layer was formed by bonding, and a transparent or translucent portion having only another fiber yarn group was formed in the FRP layer. Therefore, the cement-based structure was reinforced by the FRP layer having the carbon fiber yarn group. At the same time, through the transparent or translucent FRP portion, it is possible to easily and accurately find a cracked portion, a water leaked portion, a peeled portion of the FRP layer as a reinforcing material, etc. of the cement-based structure due to long-term use. it can.

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

【図1】本発明の一実施態様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. 1 is a perspective view of a fiber-reinforced resin-reinforced cement-based structure according to an embodiment of the present invention.

【図2】本発明の他の実施態様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-based structure according to another embodiment of the present invention.

【図3】本発明における補強繊維基材の一例を示す平面
図である。
FIG. 3 is a plan view showing an example of a reinforcing fiber base according to the present invention.

【符号の説明】[Explanation of symbols]

1 セメント系構造体 2、12 繊維強化樹脂(FRP)層 31 、32 、33 、34 、35 、131 、132 、13
3 、134、135 補強繊維基材 41 、42 、43 、44 、45 、141 、142 、14
3 、144、145炭素繊維糸条群 51 、52 、53 、54 、55 、151 、152 、153 、15
4、155 他の繊維糸条群 6 炭素繊維糸条 7 他の繊維糸条 8 補助糸
 DESCRIPTION OF SYMBOLS 1 Cement-based structure 2, 12 Fiber reinforced resin (FRP) layer 31, 3Two, 3Three, 3Four, 3Five, 131, 13Two, 13
Three, 13Four, 13Five Reinforcing fiber substrate 41, 4Two, 4Three, 4Four, 4Five, 141, 14Two, 14
Three, 14Four, 14FiveCarbon fiber thread group 51, 5Two, 5Three, 5Four, 5Five, 151, 15Two, 15Three, 15
Four, 15FiveOther fiber yarn group 6 Carbon fiber yarn 7 Other fiber yarn 8 Auxiliary yarn

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 FI E04G 23/02 E04G 23/02 H (58)調査した分野(Int.Cl.6,DB名) B32B 1/00 - 35/00 E04G 23/00 - 23/08 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 6 identification symbol FI E04G 23/02 E04G 23/02 H (58) Field surveyed (Int.Cl. 6 , DB name) B32B 1/00-35 / 00 E04G 23/00-23/08

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 セメント系材料からなる構造体の外表面
に、補強繊維基材を含む繊維強化樹脂層が接着によって
形成されたセメント系構造体であって、前記補強繊維基
材は、炭素繊維糸条群と他の繊維糸条群が、該補強繊維
基材の少なくとも一部が前記他の繊維糸条群のみから形
成されるように配列された繊維基材からなり、前記他の
繊維糸条群は、繊維強化樹脂層として成形されたときに
該繊維強化樹脂層の前記他の繊維糸条群部分が透明また
は半透明になる繊維糸条からな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 cement-based structure in which a fiber-reinforced resin layer containing a reinforcing fiber base is formed by bonding on an outer surface of a structure made of a cement-based material, wherein the reinforcing fiber base is made of carbon fiber. The yarn group and another fiber yarn group are made of a fiber base material arranged such that at least a part of the reinforcing fiber base material is formed only from the other fiber yarn group, and the other fiber yarn The fiber group is a fiber-reinforced resin-reinforced cement, characterized in that when formed as a fiber-reinforced resin layer, the other fiber yarn group portion of the fiber-reinforced resin layer is made of fiber yarns that become transparent or translucent. System structure.
【請求項2】 前記繊維強化樹脂層が、複数の前記補強
繊維基材の積層体を含み、各補強繊維基材は、炭素繊維
糸条群と前記他の繊維糸条群とが交互に配列された繊維
基材からなり、前記補強繊維基材の積層体は、各補強繊
維基材の前記他の繊維糸条群部分同士が互いに重なり合
うように積層されている請求項1の繊維強化樹脂補強セ
メント系構造体。
2. The fiber reinforced resin layer includes a laminate of a plurality of the reinforcing fiber bases, and each reinforcing fiber base includes a carbon fiber yarn group and the other fiber yarn group alternately arranged. 2. The fiber-reinforced resin reinforcement according to claim 1, wherein the laminated body of the reinforcing fiber bases is stacked such that the other fiber thread groups of the reinforcing fiber bases overlap with each other. Cement-based structure.
JP3135342A 1991-05-13 1991-05-13 Fiber reinforced resin reinforced cement based structure Expired - Lifetime JP2965173B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3135342A JP2965173B2 (en) 1991-05-13 1991-05-13 Fiber reinforced resin reinforced cement based structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3135342A JP2965173B2 (en) 1991-05-13 1991-05-13 Fiber reinforced resin reinforced cement based structure

Publications (2)

Publication Number Publication Date
JPH04336242A JPH04336242A (en) 1992-11-24
JP2965173B2 true JP2965173B2 (en) 1999-10-18

Family

ID=15149536

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3135342A Expired - Lifetime JP2965173B2 (en) 1991-05-13 1991-05-13 Fiber reinforced resin reinforced cement based structure

Country Status (1)

Country Link
JP (1) JP2965173B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2901897B2 (en) * 1995-04-05 1999-06-07 ショーボンド建設株式会社 Bonding method of FRP in repair and reinforcement of concrete structures
JP2006272837A (en) * 2005-03-30 2006-10-12 Dainippon Ink & Chem Inc Laminated structure
JP2008231881A (en) * 2007-03-23 2008-10-02 Konishi Co Ltd Separation preventive structure and separation preventive construction method of exterior wall

Also Published As

Publication number Publication date
JPH04336242A (en) 1992-11-24

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