JP3403988B2 - Repair and reinforcement of concrete structures - Google Patents

Repair and reinforcement of concrete structures

Info

Publication number
JP3403988B2
JP3403988B2 JP2000001361A JP2000001361A JP3403988B2 JP 3403988 B2 JP3403988 B2 JP 3403988B2 JP 2000001361 A JP2000001361 A JP 2000001361A JP 2000001361 A JP2000001361 A JP 2000001361A JP 3403988 B2 JP3403988 B2 JP 3403988B2
Authority
JP
Japan
Prior art keywords
fiber
repair
reinforcement
reinforced resin
resin molded
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
JP2000001361A
Other languages
Japanese (ja)
Other versions
JP2000274011A (en
Inventor
陽一 栗原
卓身 井谷
恭行 神藤
章光 大内
和雄 江口
勝治 山賀
正 佐野
勝巳 樋野
正敏 中山
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.)
Sho Bond Corp
Original Assignee
Sho Bond 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 Sho Bond Corp filed Critical Sho Bond Corp
Priority to JP2000001361A priority Critical patent/JP3403988B2/en
Publication of JP2000274011A publication Critical patent/JP2000274011A/en
Application granted granted Critical
Publication of JP3403988B2 publication Critical patent/JP3403988B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)
  • Reinforcement Elements For Buildings (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、繊維強化樹脂成形
体を用いた補修・補強材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a repair / reinforcing material using a fiber-reinforced resin molded article.

【0002】[0002]

【従来の技術】繊維強化樹脂成形体は、その強度を発現
するために、補強材として連続繊維を使用することが多
い。連続繊維の補強材は、主に織物体で使用されるが、
炭素繊維あるいはアラミド繊維のような高強度繊維の織
物体は、透光性がなく、透光性を付与するには、織物体
をメッシュ状にし、糸と糸の間に隙間を開ける必要があ
った。
2. Description of the Related Art In order to develop the strength of a fiber-reinforced resin molded article, continuous fibers are often used as a reinforcing material. Continuous fiber reinforcement is mainly used in woven fabrics,
A woven fabric of high-strength fiber such as carbon fiber or aramid fiber does not have a light-transmitting property, and in order to impart light-transmitting properties, it is necessary to form the woven fabric into a mesh shape and provide a gap between the yarns. Was.

【0003】また、既存のコンクリート構造物の補修・
補強には、鋼板あるいは透光性を有さない高強度繊維を
用いた繊維強化樹脂成形体のような板状の補修・補強材
をコンクリート構造物と補修・補強材の間に隙間を確保
する形で、アンカーボルト等で仮止めした後、隙間に注
入材を注入し、一体化する方法が採られているが、板状
の補修・補強材に透光性がない為に注入状況を視覚で観
察できないという問題があった。注入が不十分である
と、補修・補強の効果も不十分になる為、従来は補修・
補強材の上からテストハンマーなどでたたき、その打音
により注入状況の確認を実施していた。
In addition, repair and repair of existing concrete structures
For reinforcement, a plate-like repair / reinforcement material such as a steel plate or a fiber-reinforced resin molded body using high-strength fiber that does not have translucency is used to secure a gap between the concrete structure and the repair / reinforcement material. After temporarily fixing it with anchor bolts etc., injecting material is injected into the gap and integrated, but since the plate-shaped repair / reinforcement material has no light transmission, visualization of the injection situation is possible. There was a problem that observation was not possible. If the injection is insufficient, the effect of repair / reinforcement will be insufficient.
It was hit with a test hammer or the like from above the reinforcing material, and the sound of the hit was used to confirm the injection status.

【0004】[0004]

【発明が解決しようとする課題】しかし、織物体をメッ
シュ状にし、糸と糸の間に隙間を開けると補強繊維の量
が少ない為に、所望の補強効果が得られない場合があっ
た。また、織物体の一部分だけに透光性が要求される場
合、その部分だけ隙間を開けると、織物のバランスが非
常に悪いものとなり、成形工程で、形態を維持すること
が困難な場合があった。
However, when the woven body is formed into a mesh and a gap is provided between the yarns, a desired reinforcing effect may not be obtained because the amount of the reinforcing fibers is small. In addition, when only a part of the woven fabric is required to have translucency, if a gap is formed only in that part, the balance of the woven fabric becomes extremely poor, and it may be difficult to maintain the shape in the molding process. Was.

【0005】また、コンクリート建造物の補修・補強に
繊維強化樹脂板を用いる場合は、打音による注入材の注
入状況の確認は視覚による確認に比べると、効率が悪
く、判断が困難になる場合もある。
In addition, when a fiber reinforced resin plate is used for repairing and reinforcing a concrete building, it is difficult to judge the injection condition of the injection material by a tapping sound as compared with a visual check. There is also.

【0006】本発明の目的は、繊維強化樹脂成形体のよ
うな板状の補修・補強材をコンクリート構造物と補修・
補強材の間に隙間を確保する形で、アンカーボルト等で
仮止めした後、隙間に注入材を注入し、一体化する方法
に用いる補修 補強材であって、該補修・補強繊維によ
って効率よく高強度に強化され、さらに、少なくとも一
部が透光性を有することによって、注入材の注入状況が
視覚で観察できることを特徴とするコンクリート構造物
の補修 補強材を提供することにある。
An object of the present invention is to provide a fiber-reinforced resin molded article.
Repairing and reinforcing materials in the shape of a plate are used for repairing concrete structures.
Secure the gap between the reinforcements with anchor bolts, etc.
After temporarily fixing, inject the injection material into the gap and integrate it
Repair / reinforcing material used for
Efficient and high strength, and at least one
Since the part has translucency, the injection condition of the injection material
Concrete structure characterized by visual observation
Repair and reinforcement materials.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
の本出願にかかる発明は、繊維強化樹脂成形体のような
板状の補修・補強材をコンクリート構造物と補修・補強
材の間に隙間を確保する形で、アンカーボルト等で仮止
めした後、隙間に注入材を注入し、一体化する方法に用
いる補修 補強材であって、該補修・補強材が、透光性を
有さない高強度繊維および硝子繊維を少なくとも一部に
有し、且つ一方向補強基材である補強繊維織物体に、透
光性を有する樹脂を含浸して得られる厚さ2〜6mm
で、表面に凹凸を付与してなる繊維強化樹脂成形体であ
、該成形体の少なくとも一部が透光性を有して注入材
の注入状況が視覚で観察できることを特徴とするコンク
リート構造物の補修 補強材である。
Means for Solving the Problems The invention according to the present application for attaining the above object has been achieved by using a fiber-reinforced resin molded article.
Repair and reinforcement of plate-shaped repair and reinforcement materials with concrete structures
Temporarily secure with anchor bolts etc. in a form to secure a gap between the materials
After that, it is used for the method of injecting the injection material into the gap and integrating
Repairing / reinforcing material , wherein the repairing / reinforcing material has a high-strength fiber and a glass fiber which do not have translucency in at least a part thereof , and a reinforcing fiber woven body which is a unidirectional reinforcing substrate. A thickness of 2 to 6 mm obtained by impregnating a translucent resin
And a fiber-reinforced resin molded article having a surface with irregularities.
And at least a part of the molded body has translucency and
Conch the injection condition of which is characterized in that can be observed visually
Repair / reinforcement material for reed structures .

【0008】第2の発明は、第1の発明の一方向補強基
材が、高強度繊維と硝子繊維からなる一方向補強繊維群
を経糸とし、かつ補助糸繊維と熱可塑性の低融点ポリマ
ー糸の複合糸状糸群を緯糸として形成した織物を加熱
し、上記低融点ポリマー糸を溶融して、一方向補強繊維
群と補助糸繊維群を各交絡部で結着させた一方向補強基
材であるものであり、第3の発明は、第1発明、第2発
明のいずれかに記載の高強度繊維が、炭素繊維あるいは
アラミド繊維であるコンクリート構造物の補修 補強材
である。 第4の発明は、第1の発明の透光性を有する樹
脂が、不飽和ポリエステル樹脂あるいはビニルエステル
樹脂であるコンクリート構造物の補修 補強材あり、
[0008] A second aspect of the present invention is a unidirectional reinforcing base of the first aspect.
The material is a group of unidirectional reinforcing fibers consisting of high-strength fibers and glass fibers.
And the auxiliary yarn fiber and thermoplastic low melting point polymer
-Heats the woven fabric formed from the composite thread group of yarn as weft
Then, the low-melting polymer yarn is melted to form a unidirectional reinforcing fiber.
Unidirectional reinforcing base that binds the group and auxiliary yarn fiber group at each interlaced part
The third invention is the first invention, the second invention
The high-strength fiber according to any of the above,
Repair and reinforcement of concrete structures made of aramid fiber
It is. According to a fourth aspect of the present invention, a translucent tree according to the first aspect is provided.
Fat is unsaturated polyester resin or vinyl ester
It is a repair and reinforcement material for concrete structures that are resin ,

【0009】第5の発明は、第1発明に記載の繊維強化
樹脂成形体が、一方向補強基材とチョップドストランド
マットを積層した後、樹脂を含浸して得られる成形体で
あるコンクリート構造物の補修 補強材である。第6の
発明は、第1発明、第5発明のいずれかに記載繊維強
化樹脂成形体の両端または一方の端部を、端部同士が相
互に嵌合し得るような形状または先端部の形状が同一で
ある斜め形状としたものであることを特徴とするコンク
リート構造物の補修 補強材であり、
According to a fifth aspect of the present invention, there is provided the fiber reinforced material according to the first aspect.
Resin molded body is made of unidirectional reinforcing base material and chopped strand
After laminating the mat, the molded body obtained by impregnating the resin
Repair / reinforcement material for a concrete structure . A sixth invention is directed to the fiber strength according to any one of the first invention and the fifth invention.
Both ends or one end of the plasticized resin
The shape that can fit each other or the shape of the tip is the same
Conch characterized by having an oblique shape
It is a repair / reinforcing material for reed structures ,

【0010】第7の発明は、嵌合用部材を用いて、第1
発明〜第6発明のいずれかに記載のコンクリート構造物
の補修 補強材を嵌合することを特徴とするコンクリー
ト構造物の補修 補強材である。
In a seventh aspect , the first member is formed by using a fitting member.
The concrete structure according to any one of the inventions to the sixth invention.
Concrete fitting characterized by fitting repair / reinforcement material
It is a repair / reinforcement material for structural structures .

【0011】[0011]

【0012】[0012]

【0013】[0013]

【0014】[0014]

【0015】本発明における繊維強化樹脂成形体は、透
光性を有さない高強度繊維および硝子繊維を少なくとも
一部に有する繊維織物体に、透光性を有する樹脂を含浸
したものであるが、前記繊維織物体の硝子繊維を、硝子
繊維と屈折率の値が近い樹脂、例えば不飽和ポリエステ
ル樹脂あるいはビニルエステル樹脂で含浸する事によ
り、硝子繊維の部分が透光性を有する繊維強化樹脂成形
体が得られる。
The fiber-reinforced resin molded article of the present invention is obtained by impregnating a light-transmitting resin into a fiber woven body having at least a portion of high-strength non-light-transmitting fiber and glass fiber. By impregnating the glass fiber of the fiber woven fabric with a resin having a refractive index close to that of the glass fiber, for example, an unsaturated polyester resin or a vinyl ester resin, a fiber reinforced resin molding in which the glass fiber portion has translucency is formed. The body is obtained.

【0016】[0016]

【発明の実施の形態】以下、この発明に好適な例を挙げ
てさらに詳しく説明する。本発明の維強化樹脂成形体に
用いられる補強繊維織物体の構成は、透光性を有さない
高強度繊維と硝子繊維を少なくとも一部に有する一方向
補強基材であれば、特に限定されるものではない
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The preferred embodiments of the present invention will be described below in more detail. The configuration of the reinforcing fiber woven fabric used in the fiber-reinforced resin molded article of the present invention is a unidirectional fiber having at least a portion of a high-strength non-light-transmitting fiber and a glass fiber.
It is not particularly limited as long as it is a reinforcing substrate

【0017】具体的には、高強度繊維と硝子繊維からな
る一方向補強繊維群を経糸とし、かつ補助糸繊維と熱可
塑性の低融点ポリマー糸の複合糸状糸群を緯糸として形
成した織物を加熱し、上記低融点ポリマー糸を溶融し
て、一方向補強繊維群と補助糸繊維群を各交絡部で結着
させた一方向補強基材が好ましい。これは、繊維強化樹
脂成形体を形成する際に、補強繊維を効率よくシート状
に配列し、かつ該補強繊維の配列を乱す事なく成形でき
る点で優れている。特に異形断面の成形物を製造する際
には、繊維の配向の乱れと幅の変化を防ぎ、成形が容易
なドレープ性を有することから、その効果は顕著であ
る。
Specifically, a woven fabric formed by forming a unidirectional reinforcing fiber group consisting of high-strength fiber and glass fiber as a warp and a composite yarn group of an auxiliary yarn fiber and a thermoplastic low-melting polymer yarn as a weft is heated. Preferably, a unidirectional reinforcing base material obtained by melting the low-melting polymer yarn and binding the unidirectional reinforcing fiber group and the auxiliary yarn fiber group at each entangled portion is used. This is excellent in that when forming the fiber-reinforced resin molded body, the reinforcing fibers can be efficiently arranged in a sheet shape and can be molded without disturbing the arrangement of the reinforcing fibers. In particular, when producing a molded product having an irregular cross section, the effect is remarkable because disturbance of the orientation of the fiber and a change in the width are prevented, and the material has a drape property that facilitates molding.

【0018】一方向補強繊維群の透光性を有さない高強
度繊維は、例えば炭素繊維、黒鉛繊維、アラミド繊維、
シリコンカーバイド繊維、アルミナ繊維などの高強度、
高弾性のマルチフィラメントまたは紡績糸であり、これ
らの中から選ばれた1種または2種以上の繊維を採用す
ることが好ましい構成である。中でも、炭素繊維あるい
はアラミド繊維は高強度かつ軽量であり、特に好まし
い。
The high-strength fibers having no translucency of the unidirectional reinforcing fiber group include, for example, carbon fibers, graphite fibers, aramid fibers,
High strength such as silicon carbide fiber and alumina fiber,
It is a highly elastic multifilament or spun yarn, and it is a preferable configuration to employ one or two or more kinds of fibers selected from these. Among them, carbon fiber or aramid fiber is particularly preferable because of its high strength and light weight.

【0019】一方向補強繊維群を形成する硝子繊維は特
に限定されるものではないが、具体的にはEガラス、耐
アルカリガラス、Cガラス、Sガラスのヤーンあるいは
ロービング糸等が挙げられる。使用される硝子繊維の太
さは、高強度繊維の太さに近い方が製織上好ましい。
The glass fibers forming the unidirectional reinforcing fiber group are not particularly limited, but specific examples include yarns of E glass, alkali-resistant glass, C glass, and S glass, and roving yarns. The thickness of the glass fiber used is preferably closer to the thickness of the high-strength fiber in terms of weaving.

【0020】また、高強度繊維と硝子繊維の使用比率は
20/1〜1/1が望ましい。いずれか一方が過度にな
った場合は透光性と遮光性の性質のバランスを取ること
が困難となる。
The ratio of the high-strength fiber to the glass fiber is preferably 20/1 to 1/1. If either one becomes excessive, it becomes difficult to balance the properties of light transmission and light shielding.

【0021】緯糸を構成する補助糸繊維群は、製織時に
は補助糸繊維と熱可塑性の低融点ポリマーの複合糸条糸
群として供給し、後に熱可塑性の低融点ポリマー糸を溶
融して、一方向補強繊維群と補助糸繊維群を各交絡部で
結着させる方法が好ましい。かかる複合糸条糸群を構成
する補助糸繊維は、一方向補強繊維と同等もしくはより
低い強度および弾性率を有する繊維が好ましく、さらに
その補助糸繊維群は、一方向補強繊維の密度より少な
く、かつ補助糸繊維の断面積は、一方向補強繊維の断面
積の1/2以下であることが好ましい構成である。
The auxiliary yarn fibers constituting the weft are supplied as a composite yarn group of the auxiliary yarn fibers and a thermoplastic low-melting polymer during weaving, and then the thermoplastic low-melting polymer yarn is melted to be unidirectionally reinforced. A method of binding the fiber group and the auxiliary yarn fiber group at each entangled portion is preferable. The auxiliary yarn fibers constituting such a composite yarn group are preferably fibers having the same or lower strength and elastic modulus as the unidirectional reinforcing fibers, and the auxiliary yarn group is less than the density of the unidirectional reinforcing fibers, and The cross-sectional area of the auxiliary yarn fiber is preferably a half or less of the cross-sectional area of the unidirectional reinforcing fiber.

【0022】また上記の複合糸条群を構成する熱可塑性
低融点ポリマー糸は、例えばナイロン、共重合ナイロ
ン、ポリエステル、塩化ビニル、ポリウレタンなどから
なるモノフィラメント、マルチフィラメント、スリット
ヤーンのようなものである。中でも、共重合ナイロン糸
は、後述する工程で溶融され、織物中に残存しても、樹
脂との接着性が極めて良好なので、繊維強化樹脂成形体
の成形をする場合に適している。また低融点ポリマー糸
は110〜150℃程度で融着せしめることが可能であ
るような素材が好ましく、具体的には、東レ株式会社製
共重合ナイロン糸「エルダー」等が挙げられる。
The thermoplastic low-melting polymer yarns constituting the composite yarn group are, for example, monofilaments, multifilaments, slit yarns made of nylon, copolymerized nylon, polyester, vinyl chloride, polyurethane and the like. . Among them, the copolymerized nylon yarn is suitable for molding a fiber-reinforced resin molded article because it has an extremely good adhesiveness to a resin even if it is melted in a step described later and remains in the woven fabric. The low-melting polymer yarn is preferably a material that can be fused at about 110 to 150 ° C., and specific examples thereof include copolymerized nylon yarn “Elder” manufactured by Toray Industries, Inc.

【0023】かかる補強繊維織物体は単層で樹脂を含浸
しても良いが、チョップドストランドマット、硝子繊維
織編物等のガラス繊維素材と積層した後、樹脂を含浸し
ても良い。
The reinforcing fiber woven body may be impregnated with a resin in a single layer, or may be impregnated with a resin after being laminated with a glass fiber material such as a chopped strand mat or a glass fiber woven or knitted fabric.

【0024】織物体を含浸する透光性を有する樹脂は、
特に限定されるものではないが、硝子繊維と屈折率の値
が近い樹脂が、透光性を付与する場合に好ましい。硝子
繊維の屈折率は1.51〜1.55程度であるから、樹
脂の屈折率は1.50〜1.57程度が望ましい。具体
的には不飽和ポリエステル樹脂、ビニルエステル樹脂、
エポキシ樹脂が挙げられるが、中でも硬化時間の速い不
飽和ポリエステル樹脂およびビニルエステル樹脂が特に
好ましい。
The translucent resin impregnating the woven fabric is
Although not particularly limited, a resin having a refractive index value close to that of glass fiber is preferable when imparting light-transmitting properties. Since the refractive index of the glass fiber is about 1.51 to 1.55, the refractive index of the resin is preferably about 1.50 to 1.57. Specifically, unsaturated polyester resin, vinyl ester resin,
Epoxy resins may be mentioned, and among them, unsaturated polyester resins and vinyl ester resins having a fast curing time are particularly preferable.

【0025】繊維強化樹脂成形体は、既存のコンクリー
ト構造物の補修・補強に使用することができる。具体的
には前記建築物の表面に繊維強化樹脂成形体を接着剤で
貼り付けて補強するのであるが、その際、繊維強化樹脂
成形体の表面、即ち建築物との接着面に凹凸を付与する
ことが好ましい。これは、接着面に凹凸を付与し、表面
積を大きくすることにより、接着性を向上させることを
目的とするものである。既存の建築物が透光性を有する
樹脂板や板状の硝子の場合には、建築物との接着剤に透
光性を有するものを選定し、本発明の繊維強化樹脂成形
体を用いて補強すれば、少なくとも一部に透光性を付与
することができる。また、透光性を有さない高強度繊維
と硝子繊維との比率を選ぶことにより、遮光性を付与す
ることもできる。
The fiber-reinforced resin molding can be used for repairing and reinforcing existing concrete structures. Specifically, a fiber-reinforced resin molded body is adhered to the surface of the building with an adhesive to reinforce the structure. At this time, irregularities are imparted to the surface of the fiber-reinforced resin molded body, that is, an adhesive surface with the building. Is preferred. This is intended to improve the adhesiveness by providing irregularities on the adhesive surface and increasing the surface area. In the case where the existing building is a resin plate or plate-like glass having a light-transmitting property, a material having a light-transmitting property is selected for the adhesive with the building, and the fiber-reinforced resin molded article of the present invention is used. If reinforced, translucency can be imparted to at least a part. Further, by selecting the ratio between the high-strength fiber having no light-transmitting property and the glass fiber, a light-shielding property can be imparted.

【0026】かかる凹凸の付与方法は特に限定されるも
のではないが、サンディング加工、ブラスト加工、バフ
加工等の方法で粗く加工することにより付与することが
できる。
The method of providing such irregularities is not particularly limited, but it can be provided by rough processing such as sanding, blasting, and buffing.

【0027】[0027]

【0028】[0028]

【0029】本発明の繊維強化樹脂成形体は、少なくと
も一部に透光性を有しているため、補修・補強材の上か
ら目視で注入状況が観察できるのみならず、圧着による
空気だまりの存在まで確認できるため、注入状況の不具
合がなくなり、十分な補修・補強効果を得ることができ
るという点で優れている。
Since the fiber-reinforced resin molded article of the present invention has at least a part of a light-transmitting property, not only the state of injection can be visually observed from above the repair / reinforcement material, but also the formation of an air pocket due to pressure bonding. Since the presence can be confirmed, there is no defect in the injection condition, and the method is excellent in that a sufficient repair / reinforcement effect can be obtained.

【0030】さらに、繊維強化樹脂成形体の両端または
一方の端部を、例えば図5〜7に示すような端部同士が
相互に嵌合し得るような形状または先端部の形状が同一
である斜め形状とし、板と板を連結させ、連結部を接着
剤で連結する事により、注入材を注入する際の圧力に耐
え得る事ができるようになる。嵌合形状としては、図5
に示すような段状の形状、図6に示すような雄雌の形状
等が挙げられる。連結部の嵌合形状は前記に限定される
ものではないが、できるだけ接着面の面積が大きい方が
好ましい。かかる嵌合形状に加工する方法は特に限定さ
れるものではないが、繊維強化樹脂成形体を成形した後
に、NC旋盤、エンドミル、プレーナ等、金属や木材を
切削する加工機を用いて切削加工を施しても良いし、透
光性を有する樹脂を含浸し成形する際に、スペーサーを
取り付けて嵌合形状を得ても良い。
Further, both ends or one end of the fiber-reinforced resin molded article have the same shape such that the ends can be fitted to each other as shown in FIGS. By forming the plate into an oblique shape, connecting the plates with each other, and connecting the connecting portion with an adhesive, it is possible to withstand the pressure when the injection material is injected. Fig. 5
And a male / female shape as shown in FIG. The fitting shape of the connecting portion is not limited to the above, but it is preferable that the area of the bonding surface is as large as possible. The method of processing into such a fitting shape is not particularly limited, but after forming the fiber-reinforced resin molded body, cutting is performed using a processing machine for cutting metal or wood, such as an NC lathe, an end mill, and a planar. Alternatively, a spacer may be attached to obtain a fitting shape when the resin is impregnated with a translucent resin and molded.

【0031】また、別の嵌合し得る方法として、図8お
よび図9に示すように、嵌合用部材2,3を用いること
ができる。例えば、図9に示したような嵌合用部材3を
選定することにより、繊維強化樹脂成形体1の端部を複
雑な形状に加工することなく嵌合することが可能とな
る。図に示した嵌合用部材は一例であり、その形状は特
に制限されるものではない。
As another method of fitting, fitting members 2 and 3 can be used as shown in FIGS. For example, by selecting the fitting member 3 as shown in FIG. 9, the fitting can be performed without processing the end of the fiber-reinforced resin molded body 1 into a complicated shape. The fitting member shown in the figure is an example, and its shape is not particularly limited.

【0032】繊維強化樹脂成形体の厚みは、2〜6mm
が好ましい。厚みが2mmより薄いと注入剤の注入圧に
より繊維強化樹脂成形体がふくれ、外観が悪くなる。ま
た、厚みが6mmを超えると繊維強化樹脂成形体が高価
になる、あるいは繊維強化樹脂成形体の重量が大きくな
るという問題を生じる。
The thickness of the fiber-reinforced resin molded product is 2 to 6 mm
Is preferred. If the thickness is less than 2 mm, the fiber-reinforced resin molded body bulges due to the injection pressure of the injection agent, and the appearance becomes poor. Further, when the thickness exceeds 6 mm, there is a problem that the fiber-reinforced resin molded article becomes expensive or the weight of the fiber-reinforced resin molded article increases.

【0033】[0033]

【実施例】以下、実施例により本発明を具体的に説明す
る。
The present invention will be described below in detail with reference to examples.

【0034】(実施例1) 一方向補強基材の高強度繊維として炭素繊維トレカT7
00SC(フィラメント数24000本:東レ株式会社
製)、硝子繊維としてEガラス繊維ER1150TM
(1150tex:旭ファイバーグラス株式会社製)か
らなる一方向補強繊維群を密度10.5本/25mmで
揃えて経糸とし、かつ補助糸繊維としてEガラス繊維E
CE 225 1/0 1Z(22.5tex:日東紡
績株式会社製)と熱可塑性の低融点ポリマー糸エルダー
(50デニール:東レ株式会社製)の複合糸状糸群を緯
糸として形成した織物を加熱し、上記低融点ポリマー糸
を溶融して、一方向補強繊維群と補助糸繊維群を各交絡
部で結着させた一方向補強基材を用意した。尚、一方向
補強基材の高強度繊維と硝子繊維の占有面積は10/1
に調整した。
Example 1 Carbon fiber trading card T7 was used as the high-strength fiber of the unidirectional reinforcing base material.
00SC (24000 filaments: manufactured by Toray Industries, Inc.), E glass fiber ER1150TM as glass fiber
(1150 tex: manufactured by Asahi Fiberglass Co., Ltd.) A unidirectional reinforcing fiber group is arranged at a density of 10.5 fibers / 25 mm to form a warp, and E glass fiber E is used as an auxiliary yarn fiber.
Heating the woven fabric formed as a weft using a composite thread group of CE 225 1/0 1Z (22.5 tex: manufactured by Nitto Boseki Co., Ltd.) and a thermoplastic low melting point polymer yarn elder (50 denier: manufactured by Toray Industries, Inc.) A low-melting polymer yarn was melted to prepare a unidirectional reinforcing base material in which a unidirectional reinforcing fiber group and an auxiliary yarn fiber group were bound at each entangled portion. The area occupied by the high-strength fiber and the glass fiber of the unidirectional reinforcing substrate is 10/1.
Was adjusted to

【0035】次に、前記一方向補強基材とチョップドス
トランドマット(日東紡績株式会社製)を積層し、繊維
含有率が30%になるように不飽和ポリエステル樹脂で
成形し、厚み4mmの繊維強化樹脂成形体を得た。得ら
れた繊維強化樹脂成形体は、一部透光性を有するもので
あった。
Next, the one-way reinforcing base material and the chopped strand mat (manufactured by Nitto Boseki Co., Ltd.) are laminated, molded with an unsaturated polyester resin so that the fiber content becomes 30%, and fiber-reinforced to a thickness of 4 mm. A resin molding was obtained. The obtained fiber-reinforced resin molded product partially had a light-transmitting property.

【0036】(実施例2) 実施例1で得られた繊維強化樹脂成形体の片面を粗いサ
ンディング加工をして、凹凸を付与した後、図1に示し
た形状を有するコンクリート板にエポキシ樹脂を使用し
て接着した。接着に際し、繊維強化樹脂成形体が透光性
を有している為、繊維強化樹脂成形体の上から目視で注
入状況が観察でき、注入状況に不具合がないことが確認
できた。繊維強化樹脂成形体により補強されたコンクリ
ート板の曲げ強度の測定結果は図2に示したとおりであ
った。
Example 2 One side of the fiber-reinforced resin molded product obtained in Example 1 was subjected to rough sanding processing to give irregularities, and then epoxy resin was applied to a concrete plate having the shape shown in FIG. Used and glued. At the time of bonding, since the fiber-reinforced resin molded product had a light-transmitting property, the injection condition could be visually observed from above the fiber-reinforced resin molded product, and it was confirmed that there was no defect in the injection condition. The measurement results of the bending strength of the concrete plate reinforced by the fiber-reinforced resin molded product were as shown in FIG.

【0037】(対照品1) 実施例2に記載したコンクリート板を繊維強化樹脂成形
体により補強することなく曲げ強度の測定を行った。測
定結果は図3に示したとおりであった。
(Comparative product 1) The concrete plate described in Example 2 was measured for flexural strength without reinforcement by a fiber-reinforced resin molded product. The measurement results were as shown in FIG.

【0038】(比較例1) 繊維強化樹脂成形体の代わりに厚さ2mmの鉄板を使用
した以外は、実施例2と同様に鉄板で補強されたコンク
リート板を作製した。補強材が透光性を有していない
為、補強材の上から目視で注入状況が観察できず、注入
状況に不具合がないことが確認できなかった。
Comparative Example 1 A concrete plate reinforced with an iron plate was prepared in the same manner as in Example 2 except that a 2 mm-thick iron plate was used instead of the fiber-reinforced resin molded product. Since the reinforcing material did not have a light-transmitting property, the injection condition could not be visually observed from above the reinforcing material, and it could not be confirmed that there was no defect in the injection condition.

【0039】(比較例2) チョップドストランドマットの繊維含有率が30%にな
るように不飽和ポリエステル樹脂で成形した厚さ4mm
の繊維強化樹脂成形体を用意した。繊維強化樹脂成形体
を前記のように変更した以外は、実施例2と同様に繊維
強化樹脂成形体により補強されたコンクリート板を得
た。接着に際し、繊維強化樹脂成形体が透光性を有して
いる為、繊維強化樹脂成形体の上から目視で注入状況が
観察でき、注入状況に不具合がないことが確認できた。
しかし、繊維強化樹脂成形体により補強されたコンクリ
ート板の曲げ強度の測定結果は図4に示したとおり実施
例2に比較して効果の少ないものであった。
(Comparative Example 2) 4 mm thick molded with an unsaturated polyester resin so that the fiber content of the chopped strand mat is 30%.
Was prepared. A concrete board reinforced with a fiber-reinforced resin molded body was obtained in the same manner as in Example 2, except that the fiber-reinforced resin molded body was changed as described above. At the time of bonding, since the fiber-reinforced resin molded product had a light-transmitting property, the injection condition could be visually observed from above the fiber-reinforced resin molded product, and it was confirmed that there was no defect in the injection condition.
However, the measurement results of the bending strength of the concrete plate reinforced by the fiber-reinforced resin molded product were less effective as compared with Example 2 as shown in FIG.

【0040】[0040]

【発明の効果】本発明の繊維強化樹脂成形体は透光性と
遮光性の両方の性質、および高い強度等の優れた性質を
有し、補修・補強用材料として好適に使用することがで
きる。
The fiber-reinforced resin molded article of the present invention has both light-transmitting and light-shielding properties and excellent properties such as high strength, and can be suitably used as a repair / reinforcement material. .

【0041】[0041]

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

【図1】 実施例におけるコンクリート板の形状を示す
図面である。
FIG. 1 is a drawing showing the shape of a concrete plate in an example.

【図2】 実施例2のコンクリート板の曲げ強度試験の
結果を示す荷重−変位曲線を示す図面である。
FIG. 2 is a drawing showing a load-displacement curve showing a result of a bending strength test of a concrete plate of Example 2.

【図3】 対照品のコンクリート板の曲げ強度試験の結
果を示す荷重−変位曲線を示す図面である。
FIG. 3 is a drawing showing a load-displacement curve showing a result of a bending strength test of a control concrete plate.

【図4】 比較例2のコンクリート板の曲げ強度試験の
結果を示す荷重−変位曲線を示す図面である。
FIG. 4 is a drawing showing a load-displacement curve showing a result of a bending strength test of a concrete plate of Comparative Example 2.

【図5】 本願発明の繊維強化樹脂成形体の好ましい端
部形状の一例を示す図面である。
FIG. 5 is a drawing showing an example of a preferred end shape of the fiber-reinforced resin molded article of the present invention.

【図6】 本願発明の繊維強化樹脂成形体の好ましい端
部形状の一例を示す図面である。
FIG. 6 is a drawing showing an example of a preferred end shape of the fiber-reinforced resin molded article of the present invention.

【図7】 本願発明の繊維強化樹脂成形体の好ましい端
部形状の一例を示す図面である。
FIG. 7 is a drawing showing an example of a preferred end shape of the fiber-reinforced resin molded article of the present invention.

【図8】 本願発明の好ましい嵌合用部材の一例を示す
図面である。
FIG. 8 is a drawing showing an example of a preferable fitting member of the present invention.

【図9】 本願発明の好ましい嵌合用部材の一例を示す
図面である。
FIG. 9 is a view showing an example of a preferable fitting member of the present invention.

【符号の説明】[Explanation of symbols]

1 繊維強化樹脂成形体 2 嵌合用部材 3 嵌合用部材 1 Fiber-reinforced resin molded body 2 Fitting member 3 Member for fitting

───────────────────────────────────────────────────── フロントページの続き (72)発明者 大内 章光 群馬県邑楽郡大泉町大字吉田1204番地 鐘紡株式会社内 (72)発明者 江口 和雄 茨城県つくば市桜一丁目十七番地 ショ ーボンド建設株式会社補修工学研究所内 (72)発明者 山賀 勝治 茨城県つくば市桜一丁目十七番地 ショ ーボンド建設株式会社補修工学研究所内 (72)発明者 佐野 正 茨城県つくば市桜一丁目十七番地 ショ ーボンド建設株式会社補修工学研究所内 (72)発明者 樋野 勝巳 東京都江東区南砂2−2−7 ショーボ ンド建設株式会社東京支店内 (72)発明者 中山 正敏 東京都江東区南砂2−2−7 ショーボ ンド建設株式会社東京支店内 (56)参考文献 特開 平9−3745(JP,A) 特開 平7−243149(JP,A) 特開 平10−25856(JP,A) 特開 平10−292642(JP,A) 特開 平4−149351(JP,A) 特公 昭52−37295(JP,B2) (58)調査した分野(Int.Cl.7,DB名) E04C 5/07 E04C 23/02 ──────────────────────────────────────────────────の Continuing on the front page (72) Inventor Akimitsu Ouchi 1204 Oizumi-cho, Oizumi-cho, Gunma Pref.Kanebo Co., Ltd. Katsuharu Yamaga, Inventor, Katsuharu Yamaga 1-17, Sakura, Tsukuba City, Ibaraki Prefecture Shobond Construction Co., Ltd. (72) Inventor Tadashi Sano 1-17, Sakura, Tsukuba City, Ibaraki Prefecture Katsumi Hino, Inventor, Research Institute of Repair Engineering, Construction Co., Ltd. 2-2-7 Minamisuna, Koto-ku, Tokyo SHOBOND Masatoshi Nakayama, 2-2-7 Minamisuna, Koto-ku, Tokyo SHOBO (56) References JP-A-9-3745 (JP, A) JP-A-7 JP-A-243149 (JP, A) JP-A-10-25856 (JP, A) JP-A-10-292462 (JP, A) JP-A-4-149351 (JP, A) JP-B-52-37295 (JP, B2) (58) Fields surveyed (Int. Cl. 7 , DB name) E04C 5/07 E04C 23/02

Claims (7)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 繊維強化樹脂成形体のような板状の補修
・補強材をコンクリート構造物と補修・補強材の間に隙
間を確保する形で、アンカーボルト等で仮止めした後、
隙間に注入材を注入し、一体化する方法に用いる補修
補強材であって、該補修・補強材が、透光性を有さない
高強度繊維および硝子繊維を少なくとも一部に有し、
つ一方向補強基材である補強繊維織物体に、透光性を有
する樹脂を含浸して得られる厚さ2〜6mmで、表面に
凹凸を付与してなる繊維強化樹脂成形体であり、該成形
体の少なくとも一部が透光性を有して注入材の注入状況
が視覚で観察できることを特徴とするコンクリート構造
物の補修 補強材
1. A plate-like repair such as a fiber-reinforced resin molded article
・ Gap between reinforcement and concrete structure
After securing temporarily with anchor bolts etc. in a form to secure the space,
Injecting grout into the gap, it is used in a method of integrating repairing and
A stiffener, the repair and reinforcement, having at least a portion of the high-strength fibers and glass fibers does not have a light-transmitting property,
The thickness is 2 to 6 mm obtained by impregnating a translucent resin into a reinforcing fiber woven body that is
It is a fiber-reinforced resin molded article provided with irregularities, and at least a part of the molded article has a light-transmitting property and an injection state of an injection material.
Concrete structure characterized by being visually observable
Repair and reinforcement materials .
【請求項2】 前記一方向補強基材が、高強度繊維と硝
子繊維からなる一方向補強繊維群を経糸とし、かつ補助
糸繊維と熱可塑性の低融点ポリマー糸の複合糸状糸群を
緯糸として形成した織物を加熱し、上記低融点ポリマー
糸を溶融して、一方向補強繊維群と補助糸繊維群を各交
絡部で結着させた一方向補強基材である請求項1記載の
コンクリート構造物の補修 補強材
2. The unidirectional reinforcing base material comprises a unidirectional reinforcing fiber group comprising high-strength fiber and glass fiber as a warp, and a composite yarn group of an auxiliary yarn fiber and a thermoplastic low-melting polymer yarn as a weft. The unidirectional reinforcing substrate according to claim 1, wherein the woven fabric is heated to melt the low-melting polymer yarn, and the unidirectional reinforcing fiber group and the auxiliary yarn fiber group are bound at each interlaced portion.
Repair and reinforcement for concrete structures .
【請求項3】 請求項1、2のいずれかに記載の前記高
強度繊維が、炭素繊維あるいはアラミド繊維である請求
項1乃至記載のコンクリート構造物の補修 補強材
Wherein said high-strength fiber according to any one of claims 1 and 2, repair and reinforcement material according to claim 1 or 2 concrete structure according carbon fibers or aramid fibers.
【請求項4】 請求項1に記載の透光性を有する樹脂
が、不飽和ポリエステル樹脂あるいはビニルエステル樹
脂である請求項1乃至記載のコンクリート構造物の補
補強材
4. A resin having a light transmitting property according to claim 1, the complement of claims 1 to 3 concrete structure according unsaturated polyester resin or vinyl ester resin
Repair and reinforcement materials .
【請求項5】 請求項1に記載の繊維強化樹脂成形体
が、請求項1、2のいずれかに記載の一方向補強基材と
チョップドストランドマットを積層した後、樹脂を含浸
して得られる成形体である請求項1乃至記載のコンク
リート構造物の補修 補強材
5. The fiber-reinforced resin molded article according to claim 1 , obtained by laminating the unidirectional reinforcing base material according to claim 1 and a chopped strand mat and then impregnating the resin. moldings in a claims 1 to 4 Conch according
Repair / reinforcing materials for reed structures
【請求項6】 請求項1、5のいずれかに記載の、繊維
強化樹脂成形体の両端または一方の端部を、端部同士が
相互に嵌合し得るような形状または先端部の形状が同一
である斜め形状としたものであることを特徴とする請求
項1乃至記載のコンクリート構造物の補修 補強材
6. The fiber-reinforced resin molded article according to claim 1 , wherein both ends or one end of the fiber-reinforced resin molded body has a shape such that the ends can be fitted to each other or a shape of a tip end. repair and reinforcement of claims 1 to 5 concrete structure of wherein a is obtained by the oblique shape is the same.
【請求項7】嵌合用部材を用いて、請求項1〜6のいず
れかに記載のコンクリート構造物の補修 補強材を嵌合
することを特徴とするコンクリート構造物の補修 補強
7. Using the fitting member, according to claim 1-6 noise
Repair and reinforcement of the concrete structure, characterized in that fitting the repair and reinforcement of concrete structures according to any Re
Wood .
JP2000001361A 1999-01-18 2000-01-07 Repair and reinforcement of concrete structures Expired - Lifetime JP3403988B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000001361A JP3403988B2 (en) 1999-01-18 2000-01-07 Repair and reinforcement of concrete structures

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP896099 1999-01-18
JP11-8960 1999-01-18
JP2000001361A JP3403988B2 (en) 1999-01-18 2000-01-07 Repair and reinforcement of concrete structures

Publications (2)

Publication Number Publication Date
JP2000274011A JP2000274011A (en) 2000-10-03
JP3403988B2 true JP3403988B2 (en) 2003-05-06

Family

ID=26343594

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JP4708534B2 (en) * 2000-07-14 2011-06-22 日東グラステックス株式会社 Repair / reinforcing material made of fiber-reinforced resin molded body, manufacturing method thereof, and cement-based structure using the repair / reinforcing material

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