JPH1134199A - Reinforcing material - Google Patents

Reinforcing material

Info

Publication number
JPH1134199A
JPH1134199A JP20994197A JP20994197A JPH1134199A JP H1134199 A JPH1134199 A JP H1134199A JP 20994197 A JP20994197 A JP 20994197A JP 20994197 A JP20994197 A JP 20994197A JP H1134199 A JPH1134199 A JP H1134199A
Authority
JP
Japan
Prior art keywords
reinforcing
structural material
reinforcement
group
yarn
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP20994197A
Other languages
Japanese (ja)
Inventor
Akito Watanabe
秋人 渡邊
Nobuyoshi Kawabata
信義 川端
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.)
Sakase Adtech Co Ltd
Original Assignee
Sakase Adtech Co Ltd
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 Sakase Adtech Co Ltd filed Critical Sakase Adtech Co Ltd
Priority to JP20994197A priority Critical patent/JPH1134199A/en
Publication of JPH1134199A publication Critical patent/JPH1134199A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To enable reinforcing against stress applied to the structure material surface from every direction by using one piece of reinforcing material. SOLUTION: A reinforcing material is provided with a first reinforcing thread group 10 composed of multiple reinforcing threads 11, which are arranged mutually in parallel in the first direction; a second reinforcing thread group 20 composed of multiple reinforcing threads 21, which are arranged mutually in parallel in the second direction, which intersects diagonally at a specified angle with respect to an orthogonal line crossing at right angles with the first reinforcing thread group 10; and a third reinforcing thread group 30 composed of multiple reinforcing threads 31, which are arranged mutually in parallel in the third direction, which intersects diagonally and symmetrically with the second reinforcing thread group 20 with respect to the orthogonal line crossing at right angle with the first reinforcing thread group 10. A layer of sheet woven structure is woven by alternately intersecting each reinforcing thread 11, 21, and 31 composing the first, second, and third reinforcing thread groups, so that the pattern of the weave makes opening parts 5. Thereby, the woven structure is used for reinforcing/repairing of structure 1 by fixing to the structure 1 surface.

Description

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

【0001】[0001]

【発明が属する技術分野】本発明はたとえばコンクリー
トや木材構造物等の補修・補強に用いられる補強材料に
関し、特に繊維強化されたシート状の補強材料に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing material used for repairing and reinforcing concrete and wood structures, and more particularly to a sheet-like reinforcing material reinforced with fibers.

【0002】[0002]

【従来の技術】従来から、この種の補強材料としては、
強化繊維の配列を一方向配列としたものが一般的であ
り、強化繊維の配列方向を主たる応力が作用する方向に
合わせて構造材表面に張り付けることにより構造材の補
強・補修がなされていた。
2. Description of the Related Art Conventionally, as this kind of reinforcing material,
In general, the reinforcing fibers were arranged in one direction, and the structural materials were reinforced and repaired by attaching the reinforcing fibers to the surface of the structural material in accordance with the direction in which the main stress was applied. .

【0003】[0003]

【発明が解決しようとする課題】しかしながら従来の補
強材料は、強化繊維の一方向に配列された一方向材であ
るために、強化繊維の配列方向に作用する応力に対して
は補強できるものの、実際には構造材表面には予期せぬ
方向の応力が作用する場合があり、補強が十分ではな
い。
However, since the conventional reinforcing material is a unidirectional material arranged in one direction of the reinforcing fibers, it can reinforce the stress acting in the direction in which the reinforcing fibers are arranged. Actually, stress in an unexpected direction may act on the surface of the structural material, and the reinforcement is not sufficient.

【0004】このような複数の方向の応力に対応するた
めに、従来は補強材料を複数枚張り合わせて対応してい
るが、複数の補強材料を積層する必要があり手間がかか
る。
Conventionally, in order to cope with such stresses in a plurality of directions, a plurality of reinforcing materials are bonded to each other, but it is necessary to laminate a plurality of reinforcing materials, which is troublesome.

【0005】また、一方向材では施工に際して繊維基材
の方向を間違える可能性がある。
[0005] In addition, in the case of a unidirectional material, there is a possibility that the direction of the fiber base material is mistaken during construction.

【0006】さらに、一方向材では面剛性が一方向に偏
っているために、取扱いにくく、曲面追従性も悪かっ
た。
Further, in the case of a one-way material, the surface rigidity is deviated in one direction, so that it is difficult to handle and the followability of the curved surface is poor.

【0007】本発明は、一枚で構造材表面に作用するあ
らゆる方向の応力に対して強化し得る補強材料を提供す
ることにある。
SUMMARY OF THE INVENTION It is an object of the present invention to provide a reinforcing material which can reinforce all directions of stress acting on the surface of a structural material by itself.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
に、本発明にあっては、高強度・高弾性の長繊維を束ね
た補強糸が用いられ、第1の方向に互いに平行に配列さ
れる多数本の前記補強糸からなる第1の補強糸群と、該
第1の補強糸群に対して直交する直交線に対して所定の
角度で斜め方向に交差する第2の方向に互いに平行に配
列される多数本の前記補強糸からなる第2の補強糸群
と、前記第1の補強糸群に対して直交する直交線に対し
て第2の補強糸群と対称的に斜め方向に交差する第3の
方向に互いに平行に配列される多数本の前記補強糸から
なる第3の補強糸群と、備え、前記第1,第2及び第3
の補強糸群を構成する各補強糸を、互い違いに交差させ
て織った一層のシート状の織物構造に構成され、構造材
の表面に固定して構造材の補強・補修に使用されること
を特徴とする。
In order to achieve the above-mentioned object, the present invention uses reinforcing yarns in which high-strength and high-elasticity long fibers are bundled and arranged in parallel in a first direction. A first reinforcing yarn group formed of a large number of the reinforcing yarns and a second direction intersecting obliquely at a predetermined angle with respect to an orthogonal line orthogonal to the first reinforcing yarn group. A second group of reinforcing yarns composed of a large number of the reinforcing yarns arranged, and a third group of the second reinforcing yarns symmetrically obliquely intersecting with the second group of reinforcing yarns with respect to an orthogonal line orthogonal to the first group of reinforcing yarns. A third reinforcing yarn group including a large number of the reinforcing yarns arranged in parallel with each other in the direction of.
The reinforcement yarns that compose the above-mentioned reinforcement yarn group are constructed in a single-layer sheet-like woven structure that is woven alternately and crosswise, and are fixed to the surface of the structural material and used for reinforcing and repairing the structural material. And

【0009】補強糸としては、炭素繊維(CF),ガラ
ス繊維(GF),アラミド樹脂(ArF),PBO繊
維,ポリアリレート繊維,高強度ポリエチレン繊維,ポ
リアセタール繊維,アルミナ繊維(AF),炭化ケイ素
繊維(SiCF),チラノ繊維,ボロン繊維,アモルフ
ァス金属繊維,ステンレス繊維,超弾性NT合金ワイ
ヤ,チタンワイヤ等が適用可能である。
As the reinforcing yarn, carbon fiber (CF), glass fiber (GF), aramid resin (ArF), PBO fiber, polyarylate fiber, high strength polyethylene fiber, polyacetal fiber, alumina fiber (AF), silicon carbide fiber (SiCF), Tyranno fiber, boron fiber, amorphous metal fiber, stainless steel fiber, superelastic NT alloy wire, titanium wire and the like can be applied.

【0010】また、構造材としては、コンクリート系構
造材、石材、木材、金属材等の種々の構造材に適用可能
である。
As the structural material, it can be applied to various structural materials such as concrete structural materials, stone materials, wood, metal materials and the like.

【0011】本発明によれば、第1,第2および第3の
補強糸群を備えているので、一層で3方向に強度を有
し、構造材表面に作用する複数の応力に対して対応する
ことができる。また、施工は一枚の補強材料を張り付け
るだけでよく、施工が簡単にできる。
According to the present invention, since the first, second and third reinforcing yarn groups are provided, one layer has strength in three directions and can cope with a plurality of stresses acting on the surface of the structural material. be able to. In addition, construction can be performed simply by attaching a single reinforcing material, and construction can be performed easily.

【0012】さらに、補強糸が3方向に配列されている
ので、基本的には方向性の制約は無い。もっとも、応力
の方向にいずれかの補強糸群の方向を合わせることが最
適である。
Furthermore, since the reinforcing yarns are arranged in three directions, there is basically no restriction on the directionality. However, it is optimal to match the direction of any of the reinforcing yarn groups with the direction of the stress.

【0013】また、補強材料は3方向の補強糸群の各補
強糸が互い違いに交差する織物構造としているので、3
方向の交差した補強糸によって織目が目止めされ、面剛
性が均一で安定しているので、施工時の取扱い性がよ
く、また曲面追従性にもすぐれている。また、各補強糸
間の隙間も均一に保持されるので、マトリックス樹脂に
よって固める場合にも、マトリックス樹脂が偏ることな
く全体的に均一に含浸されるので、樹脂含浸性がよい。
Further, since the reinforcing material has a woven structure in which reinforcing yarns of a reinforcing yarn group in three directions alternately intersect with each other.
Since the texture is stopped by the reinforcing yarns crossing the direction and the surface rigidity is uniform and stable, the handleability during construction is good, and the curved surface followability is also excellent. In addition, since the gaps between the reinforcing yarns are also kept uniform, even when solidified with a matrix resin, the matrix resin is uniformly impregnated as a whole without any unevenness, so that the resin impregnating property is good.

【0014】特に、織物構造は織目に開孔部を形成する
構造とすることが好ましい。このようにすれば、曲面追
従性が一層高くなるし、含浸されるマトリックス樹脂の
量も増大させることができる。
In particular, it is preferable that the woven fabric has a structure in which an opening is formed in the weave. By doing so, the curved surface followability can be further improved, and the amount of the impregnated matrix resin can be increased.

【0015】また、構造材表面への固定はマトリックス
樹脂を含浸させて構造材に接着固定する接着固定であ
り、織目の開孔部に充填硬化されるマトリックス樹脂に
て構造材表面とのせん断方向のずれを防止することを特
徴とする。
The fixing to the surface of the structural material is an adhesive fixing in which the matrix resin is impregnated and adhered to the structural material. It is characterized in that the displacement in the direction is prevented.

【0016】すなわち、開孔部に食い込んで硬化したマ
トリックス樹脂のアンカー効果によって補強材料の全体
にわたってせん断方向に対して強固に固定され、剥離が
防止される。
That is, the entire reinforcing material is firmly fixed in the shearing direction by the anchor effect of the matrix resin that has hardened by penetrating into the opening, thereby preventing peeling.

【0017】また、構造材表面への固定は構造材表面へ
の埋め込み固定であり、開孔部に構造材を喰い込ませて
せん断方向のずれを防止することを特徴とする。
The fixing to the surface of the structural material is embedding and fixing to the surface of the structural material, and is characterized in that the structural material is bitten into the opening to prevent a shift in the shear direction.

【0018】構造材としてはコンクリート系の材料が好
適で、この場合は、構造材自体が開孔部に食い込み、そ
のアンカー効果によってせん断方向のずれが防止され
る。
As the structural material, a concrete-based material is preferable. In this case, the structural material itself bites into the opening, and the shear effect is prevented from being shifted by the anchor effect.

【0019】[0019]

【発明の実施の形態】以下に本発明を図示の実施の形態
に基づいて説明する。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below based on the illustrated embodiment.

【0020】図1は本発明の一実施の形態に係る補強材
料を用いた構造材の補修・補強構造を示す模式図であ
る。
FIG. 1 is a schematic diagram showing a repair / reinforcement structure of a structural material using a reinforcement material according to one embodiment of the present invention.

【0021】すなわち、1はコンクリート構造材等の構
造材を示しており、この構造材1の表面に、補強材料2
にマトリックス樹脂3を含浸させて接着固定して補強層
4を構成したものである。マトリックス樹脂3自体が構
造材1との接着性を有するが、接着性を高めるために下
地にプライマを塗布してもよい。
That is, reference numeral 1 denotes a structural material such as a concrete structural material, and a reinforcing material 2 is provided on the surface of the structural material 1.
Is impregnated with a matrix resin 3 and adhered and fixed to form a reinforcing layer 4. Although the matrix resin 3 itself has adhesiveness to the structural material 1, a primer may be applied to the base to enhance the adhesiveness.

【0022】この補強材料2は、図1(a)に示されるよ
うに、第1の方向に互いに平行に配列される多数本の補
強糸11からなる第1の補強糸群10と、該第1の補強
糸群10に対して直交する直交線Vに対して所定の角度
αで斜め方向に交差する第2の方向に互いに平行に配列
される多数本の補強糸21からなる第2の補強糸群20
と、前記第1の補強糸群10に対して直交する直交線V
に対して第2の補強糸群20と対称的に斜め方向に交差
する第3の方向に互いに平行に配列される多数本の補強
糸31からなる第3の補強糸群30と、を備え、これら
第1,第2および第3の補強糸群10,20,30の各
補強糸11,21,31が互い違いに交差させて織目が
開孔部5となるように織った一層のシート状の織物構造
に構成されている。
As shown in FIG. 1A, the reinforcing material 2 includes a first reinforcing yarn group 10 composed of a plurality of reinforcing yarns 11 arranged in parallel in a first direction and the first reinforcing yarn group 10. A second reinforcing thread group 20 composed of a number of reinforcing threads 21 arranged in parallel in a second direction obliquely intersecting at a predetermined angle α with an orthogonal line V orthogonal to the reinforcing thread group 10
And an orthogonal line V orthogonal to the first reinforcing yarn group 10
And a third reinforcing thread group 30 composed of a number of reinforcing threads 31 arranged parallel to each other in a third direction symmetrically intersecting the second reinforcing thread group 20 in the oblique direction. One-layer sheet-like woven structure in which the reinforcing yarns 11, 21, 31 of the first, second and third reinforcing yarn groups 10, 20, 30 alternately cross each other so that the weave becomes the opening 5. Is configured.

【0023】補強材料の織物構造としては、図1(c)に
示すように各補強糸を2本ずつ織った織物構造としても
よいし、図1(d)に示すように、図1(a)に示すような
構造の開孔部5を埋めるように補強糸を折り込むことに
よって、開孔部の小さい織物構造とすることもできる。
このようにすれば、補強糸の単位面積当りの本数が増大
するので、補強材料の強度をより高めることができる。
The woven fabric structure of the reinforcing material may be a woven fabric structure in which two reinforcing yarns are woven as shown in FIG. 1C, or a woven fabric structure shown in FIG. By folding the reinforcing yarns so as to fill the openings 5 having the structure shown in ()), a woven structure having a small opening can be obtained.
By doing so, the number of reinforcing yarns per unit area increases, so that the strength of the reinforcing material can be further increased.

【0024】補強糸としては高強度・高弾性の長繊維、
たとえば、炭素繊維(CF),ガラス繊維(GF),ア
ラミド樹脂(ArF),PBO繊維,ポリアリレート繊
維,高強度ポリエチレン繊維,ポリアセタール繊維,ア
ルミナ繊維(AF),炭化ケイ素繊維(SiCF),チ
ラノ繊維,ボロン繊維,アモルファス金属繊維,ステン
レス繊維,超弾性NT合金ワイヤ,チタンワイヤ等によ
って構成される。
As the reinforcing yarn, a long fiber having high strength and high elasticity,
For example, carbon fiber (CF), glass fiber (GF), aramid resin (ArF), PBO fiber, polyarylate fiber, high strength polyethylene fiber, polyacetal fiber, alumina fiber (AF), silicon carbide fiber (SiCF), tyranno fiber , Boron fiber, amorphous metal fiber, stainless steel fiber, superelastic NT alloy wire, titanium wire and the like.

【0025】第2の補強糸群20と第3の補強糸群30
は、第1の補強糸群10の直交線Vに対して互いに60
度の角度で交差している。
The second reinforcing yarn group 20 and the third reinforcing yarn group 30
With respect to the orthogonal line V of the first reinforcing yarn group 10
Intersect at an angle of degrees.

【0026】一方、マトリックス樹脂3としては、実際
の施工を考慮すると常温硬化型樹脂が好ましいが、必要
に応じて熱硬化性樹脂,熱可塑性樹脂等種々の樹脂が適
用可能である。常温硬化型樹脂としては、たとえば不飽
和ポリエステル樹脂,ビニルエステル樹脂,エポキシ樹
脂等が使用可能である。
On the other hand, the matrix resin 3 is preferably a room temperature-curable resin in consideration of actual construction, but various resins such as a thermosetting resin and a thermoplastic resin can be applied as necessary. As the cold-setting resin, for example, unsaturated polyester resin, vinyl ester resin, epoxy resin and the like can be used.

【0027】施工は、一般的に、構造材表面にプライマ
を塗布した後、マトリックス樹脂を塗布し、その上に補
強材料を張り付けた後、さらにマトリックス樹脂を塗布
してマトリックス樹脂を補強材料の補強糸の繊維中に含
浸させることによって成される。
In general, the construction is performed by applying a primer to the surface of the structural material, applying a matrix resin, attaching a reinforcing material thereon, and further applying a matrix resin to reinforce the matrix material. This is accomplished by impregnating the yarn fibers.

【0028】本発明によれば、第1,第2および第3の
補強糸群10,20,30を備えているので、一層で3
方向に強度を有し、構造材1表面に作用する複数の応力
に対して対応することができる。また、施工は一枚の補
強材料2を張り付けるだけでよく、施工が簡単にでき
る。
According to the present invention, the first, second and third reinforcing yarn groups 10, 20, and 30 are provided, so
It has strength in the direction and can cope with a plurality of stresses acting on the surface of the structural material 1. In addition, it is only necessary to attach one piece of the reinforcing material 2 to the construction, and the construction can be easily performed.

【0029】さらに、補強糸11,21,31が3方向
に配列されているので、基本的に施工に際して各補強糸
の配列方向の制約は無い。もっとも、応力の方向にいず
れかの補強糸群11,21,31の方向を合わせること
が最適である。
Furthermore, since the reinforcing yarns 11, 21, 31 are arranged in three directions, there is basically no restriction on the arrangement direction of each reinforcing yarn at the time of construction. However, it is optimal to match the direction of any of the reinforcing yarn groups 11, 21, 31 with the direction of the stress.

【0030】また、補強材料2は3方向の補強糸群1
0,20,30の各補強糸11,21,31を互い違い
に交差させた織物構造としているので、3方向の交差し
た補強糸11,21,31によって織目が目止めされ
て、各補強糸11,21,31間に織目の安定した開孔
部5が形成される。したがって、面剛性が均一で安定し
ており、施工時の取扱い性がよく、また曲面追従性にも
すぐれている。
Further, the reinforcing material 2 is composed of a reinforcing yarn group 1 in three directions.
Since the reinforcing yarns 11, 21, and 31 of 0, 20, and 30 have a woven structure in which they alternately intersect, the texture is stopped by the intersecting reinforcing yarns 11, 21, and 31 in three directions. A stable opening 5 is formed between the stitches 11, 21, 31. Therefore, the surface stiffness is uniform and stable, the handleability during construction is good, and the curved surface followability is excellent.

【0031】また、開孔部5が均一な大きさで安定して
存在するので、マトリックス樹脂3によって固める場合
にも、開孔部5を通じてマトリックス樹脂3が全体的に
均一に含浸されるので、樹脂含浸性がよい。
Also, since the openings 5 are present in a uniform size and stably, even when the matrix resin 3 is solidified, the matrix resin 3 is uniformly impregnated through the openings 5 as a whole. Good resin impregnation.

【0032】また、開孔部5に食い込んで硬化したマト
リックス樹脂3のアンカー効果によって、補強材料2が
構造材1表面に全体にわたってせん断方向に対して強固
に固定され、剥離が防止される。
Further, by the anchor effect of the matrix resin 3 which has hardened by penetrating into the opening 5, the reinforcing material 2 is firmly fixed to the entire surface of the structural material 1 in the shearing direction, and peeling is prevented.

【0033】図2は本発明の補強材料が使用されるコン
クリート構造物の一例である。
FIG. 2 shows an example of a concrete structure using the reinforcing material of the present invention.

【0034】図2(a)はコンクリート壁面102に使用
した例、図2(b),(c)はコンクリート柱101に使用
した例、図2(d)はトンネル壁面103に使用した例を
示している。もちろん、これらの例に限定されるもので
はなく、種々の構造物の構造材に広く適用することがで
きる。
FIG. 2 (a) shows an example of use on a concrete wall 102, FIGS. 2 (b) and 2 (c) show an example of use on a concrete pillar 101, and FIG. 2 (d) shows an example of use on a tunnel wall 103. ing. Of course, the present invention is not limited to these examples, and can be widely applied to structural materials of various structures.

【0035】一方、図3(a)は、補強材料2の表面が露
出した状態で構造材1表面に接着固定したものである。
On the other hand, FIG. 3A shows a structure in which the surface of the reinforcing material 2 is adhered and fixed to the surface of the structural material 1 in a state where the surface is exposed.

【0036】また、図3(b)は、補強材料2を構造材1
の表面に埋め込んだ例を示している。
FIG. 3B shows that the reinforcing material 2 is replaced with the structural material 1.
2 shows an example of embedding in the surface.

【0037】この場合には、開孔部5に構造材1の肉部
が喰い込まんでせん断方向のずれが防止される。
In this case, the meat portion of the structural material 1 bites into the opening 5 to prevent a shift in the shear direction.

【0038】なお、本実施の形態の補強材料は、コンク
リート構造材に限定されず、たとえば、石造構造物の石
材、木造建築物の木材、金属構造物の金属材の補強・補
修にも使用することができることはもちろんである。
The reinforcing material of the present embodiment is not limited to concrete structural materials, but is also used for reinforcing and repairing stone materials of masonry structures, wood of wooden buildings, and metal materials of metal structures. Of course you can.

【0039】[0039]

【発明の効果】以上説明したように、本発明によれば、
第1,第2および第3の補強糸群を備えているので、一
層で3方向に強度を有するので、構造材表面に作用する
複数の応力に対して対応することができる。また、施工
は一枚の繊維基材を張り付けるだけでよく、施工が簡単
にできる。
As described above, according to the present invention,
Since the first, second and third reinforcing yarn groups are provided, one layer has strength in three directions, so that it is possible to cope with a plurality of stresses acting on the surface of the structural material. In addition, it is only necessary to attach one fiber base, and the construction can be easily performed.

【0040】さらに、補強糸が3方向に配列されている
ので、基本的には方向性の制約は無い。もっとも、応力
の方向にいずれかの補強糸群の方向を合わせることが最
適である。
Furthermore, since the reinforcing yarns are arranged in three directions, there is basically no restriction on the directionality. However, it is optimal to match the direction of any of the reinforcing yarn groups with the direction of the stress.

【0041】さらに、3方向の補強糸群の各補強糸が互
い違いに交差させた織物構造としているので、各補強糸
間に安定した開孔部を有し、施工時の取扱い性、マトリ
ックス樹脂の含浸性がよく、曲面追従性にも優れてい
る。
Furthermore, since the reinforcing yarns of the three-directional reinforcing yarn group have a woven fabric structure in which the reinforcing yarns are alternately crossed, a stable opening is provided between the reinforcing yarns, and the handleability during construction and the impregnation of the matrix resin are achieved. It has good characteristics and excellent surface followability.

【0042】また、マトリックス樹脂を含浸させて構造
材に接着固定する接着固定とした場合には、開孔部に食
い込んで硬化したマトリックス樹脂のアンカー効果によ
って補強材料の全体にわたってせん断方向に対して強固
に固定され、剥離が防止される。
When the matrix resin is impregnated and bonded to the structural material by impregnation, the anchoring effect of the hardened matrix resin penetrating into the openings makes the entire reinforcing material firm in the shear direction. To prevent peeling.

【0043】また、構造材表面への固定は構造材表面へ
の埋め込み固定した場合には、構造材自体が開孔部に食
い込み、そのアンカー効果によってせん断方向のずれが
防止される。
In the case of fixing to the surface of the structural material by embedding and fixing the same to the surface of the structural material, the structural material itself bites into the opening, and the shift in the shear direction is prevented by the anchor effect.

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

【図1】図1(a)は本発明の一実施の形態に係る補強材
料による補強構造を模式的に示す一部省略破断平面図、
同図(b)は同図(a)の横断面図、同図(c),(d)は補強
材料の他の組織構成例を示す図である。
FIG. 1A is a partially omitted cutaway plan view schematically showing a reinforcing structure using a reinforcing material according to an embodiment of the present invention;
FIG. 2B is a cross-sectional view of FIG. 2A, and FIGS. 2C and 2D are diagrams showing other examples of the structure of the reinforcing material.

【図2】図2は図1の補強材料の各種適用例を示す図で
ある。
FIG. 2 is a view showing various application examples of the reinforcing material of FIG. 1;

【図3】図3(a)は補強材料の表面が露出している状態
の使用例を示す断面図、同図(b)は補強材料を構造材表
面に埋め込み固定した状態の断面図である。
FIG. 3A is a cross-sectional view showing an example of use in a state where the surface of the reinforcing material is exposed, and FIG. 3B is a cross-sectional view showing a state in which the reinforcing material is embedded and fixed on the surface of the structural material. .

【符号の説明】[Explanation of symbols]

1 構造材 2 繊維基材 3 マトリックス樹脂 5 開孔部 10 第1の補強糸群 11 補強糸 20 第2の補強糸群 21 補強糸 30 第3の補強糸群 31 補強糸 DESCRIPTION OF SYMBOLS 1 Structural material 2 Fiber base material 3 Matrix resin 5 Opening part 10 First reinforcement thread group 11 Reinforcement thread 20 Second reinforcement thread group 21 Reinforcement thread 30 Third reinforcement thread group 31 Reinforcement thread

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】高強度・高弾性の長繊維を束ねた補強糸が
用いられ、 第1の方向に互いに平行に配列される多数本の前記補強
糸からなる第1の補強糸群と、該第1の補強糸群に対し
て直交する直交線に対して所定の角度で斜め方向に交差
する第2の方向に互いに平行に配列される多数本の前記
補強糸からなる第2の補強糸群と、前記第1の補強糸群
に対して直交する直交線に対して第2の補強糸群と対称
的に斜め方向に交差する第3の方向に互いに平行に配列
される多数本の前記補強糸からなる第3の補強糸群と、
を備え、 前記第1,第2及び第3の補強糸群を構成する各補強糸
を、互い違いに交差させて織った一層のシート状の織物
構造に構成され、 構造材の表面に固定して構造材の補強・補修に使用され
ることを特徴とする補強材料。
A first reinforcing yarn group comprising a plurality of reinforcing yarns arranged in a first direction in parallel with each other, using a reinforcing yarn in which high-strength and high-elasticity long fibers are bundled; A second reinforcing thread group including a plurality of the reinforcing threads arranged in parallel in a second direction obliquely intersecting at a predetermined angle with respect to an orthogonal line orthogonal to the one reinforcing thread group; A third reinforcement yarn comprising a plurality of reinforcement yarns arranged in parallel to each other in a third direction symmetrically obliquely intersecting with the second reinforcement yarn group with respect to an orthogonal line orthogonal to the first reinforcement yarn group. And a group of reinforcing yarns
The reinforcing yarns constituting the first, second and third reinforcing yarn groups are alternately crossed to form a single-layer sheet-like woven structure, which is fixed to the surface of a structural material. Reinforcing material characterized by being used for reinforcement and repair of materials.
【請求項2】織物構造は織目に開孔部を形成する構造で
ある請求項1に記載の補強材料。
2. The reinforcing material according to claim 1, wherein the woven structure is a structure in which an opening is formed in a weave.
【請求項3】構造材表面への固定はマトリックス樹脂を
含浸させて構造材に接着固定する接着固定であり、織目
の開孔部に充填硬化されるマトリックス樹脂にて構造材
表面とのせん断方向のずれを防止することを特徴とする
請求項2に記載の補強材料。
3. The fixing to the surface of the structural material is an adhesive fixing in which the matrix resin is impregnated and bonded to the structural material, and the shearing of the matrix material with the matrix resin, which is filled and hardened in the opening of the weave, is performed. 3. The reinforcing material according to claim 2, wherein the directional displacement is prevented.
【請求項4】構造材表面への固定は構造材表面への埋め
込み固定であり、開孔部に構造材を喰い込ませてせん断
方向のずれを防止することを特徴とする請求項2に記載
の補強材料。
4. The fixing method according to claim 2, wherein the fixing to the surface of the structural material is embedding and fixing to the surface of the structural material, and the structural material is bitten into the opening to prevent a shift in the shear direction. Reinforcement material.
JP20994197A 1997-07-18 1997-07-18 Reinforcing material Pending JPH1134199A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP20994197A JPH1134199A (en) 1997-07-18 1997-07-18 Reinforcing material

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP20994197A JPH1134199A (en) 1997-07-18 1997-07-18 Reinforcing material

Publications (1)

Publication Number Publication Date
JPH1134199A true JPH1134199A (en) 1999-02-09

Family

ID=16581206

Family Applications (1)

Application Number Title Priority Date Filing Date
JP20994197A Pending JPH1134199A (en) 1997-07-18 1997-07-18 Reinforcing material

Country Status (1)

Country Link
JP (1) JPH1134199A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002070323A (en) * 2000-08-31 2002-03-08 Chishin Go Concrete structural body reinforcing method and reinforced concrete structural body
JP2005097882A (en) * 2003-09-22 2005-04-14 Nara Construction Co Ltd Method of increasing thickness and preventing separation
JP2011104853A (en) * 2009-11-17 2011-06-02 Taisei Plas Co Ltd Laminate of metal and carbon fiber reinforced resin and method of manufacturing the same
JP2012225146A (en) * 2011-04-19 2012-11-15 Lockheed Martin Corp Lightweight beam structure
JP2014227792A (en) * 2013-05-27 2014-12-08 三井住友建設株式会社 Laterally fastening pc steel bar projection-preventing construction method

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002070323A (en) * 2000-08-31 2002-03-08 Chishin Go Concrete structural body reinforcing method and reinforced concrete structural body
JP2005097882A (en) * 2003-09-22 2005-04-14 Nara Construction Co Ltd Method of increasing thickness and preventing separation
JP2011104853A (en) * 2009-11-17 2011-06-02 Taisei Plas Co Ltd Laminate of metal and carbon fiber reinforced resin and method of manufacturing the same
JP2012225146A (en) * 2011-04-19 2012-11-15 Lockheed Martin Corp Lightweight beam structure
JP2014227792A (en) * 2013-05-27 2014-12-08 三井住友建設株式会社 Laterally fastening pc steel bar projection-preventing construction method

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