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JP2000085044A - Multilayer reinforcing fiber sheet and method for repairing/reinforcing structure - Google Patents

Multilayer reinforcing fiber sheet and method for repairing/reinforcing structure

Info

Publication number
JP2000085044A
JP2000085044A JP10261328A JP26132898A JP2000085044A JP 2000085044 A JP2000085044 A JP 2000085044A JP 10261328 A JP10261328 A JP 10261328A JP 26132898 A JP26132898 A JP 26132898A JP 2000085044 A JP2000085044 A JP 2000085044A
Authority
JP
Japan
Prior art keywords
resin
sheet
reinforcing
base material
multilayer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP10261328A
Other languages
Japanese (ja)
Other versions
JP4078726B2 (en
Inventor
Akira Nishimura
明 西村
Kiyoshi Honma
清 本間
Ikuo Horibe
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.)
Toray Industries Inc
Original Assignee
Toray Industries Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toray Industries Inc filed Critical Toray Industries Inc
Priority to JP26132898A priority Critical patent/JP4078726B2/en
Publication of JP2000085044A publication Critical patent/JP2000085044A/en
Application granted granted Critical
Publication of JP4078726B2 publication Critical patent/JP4078726B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Woven Fabrics (AREA)

Abstract

PROBLEM TO BE SOLVED: To increase the quantity of reinforcing fibers per one sheet and to improve resin-impregnation properties by laying sheet base material layers in which reinforcing fiber threads are arranged in parallel in the sheet length direction to overlap each other so that the reinforcing fiber direction is the same and integrating the adjoining layers. SOLUTION: For example, in a multilayer reinforcing fiber sheet 1, two layers of the base material 31 of the first layer in which numbers of fiber reinforced thread stripes 2 are arranged in parallel in the sheet length direction and the base material 32 of the second layer are laid to overlap each other so that the reinforcing fiber direction is the same. The base material 31 and the base material 32 are integrated with each other by an integration means such as weaving organization and adhesion. In this process, the volume of the reinforcing fibers per one square meter of one layer of the base material constituting the sheet 1 is made 100-350 cm3 from the impregnation properties and workability of a resin. Moreover, when the bulk density of the sheet 1 (the volume of the sheet/the volume of the reinforcing fibers) is made 220-300%, resin-impregnation properties can be improved.

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、強化繊維シートお
よび構造物の補修・補強方法に関する。
The present invention relates to a method for repairing and reinforcing a reinforcing fiber sheet and a structure.

【0002】[0002]

【従来の技術】橋の床版や橋脚、トンネル、煙突や建物
などのコンクリート構造物は、長年の使用によりコンク
リートの中性化や錆の発生による劣化、通行する車両重
量制限の緩和による負荷の増大、地震による損傷やより
大きな地震を想定した耐震基準の見直しなどによって、
補修・補強が必要となってきている。
2. Description of the Related Art Concrete structures such as bridge decks, bridge piers, tunnels, chimneys and buildings deteriorate due to neutralization of concrete and rust due to long-term use, and load reduction due to relaxation of restrictions on the weight of passing vehicles. Due to the review of seismic standards, which assume increased damage, earthquake damage and larger earthquakes,
Repairs and reinforcements are needed.

【0003】最近、これら構造物の補修・補強は、施工
が容易なことから、強化繊維からなるシートを構造物に
貼り、常温硬化型の樹脂を含浸させる方法、いわゆるハ
ンドレイアップ法が注目されている。この方法は常温で
樹脂が1週間程度で完全に硬化し、現場で強化プラスチ
ック板が成形され、また強化プラスチック(以下、FR
Pと呼称)板と構造物の接着も同時に行われるから補修
・補強の工事が簡便となる。
[0003] Recently, a method of attaching a sheet made of reinforcing fibers to the structure and impregnating it with a room-temperature-curable resin, that is, a so-called hand lay-up method, has attracted attention because repair and reinforcement of these structures are easy to perform. ing. In this method, the resin is completely cured at room temperature in about one week, a reinforced plastic plate is formed on site, and a reinforced plastic (hereinafter, FR)
Since the plate and the structure are simultaneously bonded, repair and reinforcement work is simplified.

【0004】ところが、構造物の補修・補強部分は、床
版下面のような天井面や橋脚、建築構造物の柱など鉛直
面などもあり、これらの天井面や鉛直面に樹脂を塗布す
ると樹脂が垂れ落ち、所定の樹脂量が塗布出来なくなる
ことから、これらを防ぐため通常使われている樹脂の粘
度は2,000〜25,000mPa・s(ミリパスカ
ル×秒)と非常に高い。通常、ハンドレイアップ成形法
は、ボートやタンクなどの成形法として多用されている
が、ここで用いられている常温硬化型の不飽和ポリエス
テル樹脂やビニルエステル樹脂の粘度は、シートを構成
する強化繊維への樹脂含浸の観点から200〜500m
Pa・s、高くてもせいぜい1,000mPa・s程度
である。これと比べて構造物の補修・補強に用いられて
いる樹脂の粘度は極めて高く、強化繊維への樹脂含浸性
はあまりよくない。
[0004] However, the repair / reinforcement portion of the structure includes a vertical surface such as a ceiling surface such as a floor slab lower surface, a pier, and a pillar of a building structure. As a result, the viscosity of a commonly used resin is as high as 2,000 to 25,000 mPa · s (millipascal × sec). Usually, the hand lay-up molding method is frequently used as a molding method for boats and tanks, but the viscosity of the room temperature-curable unsaturated polyester resin or vinyl ester resin used in the sheet is reinforced to form a sheet. 200-500m from the viewpoint of resin impregnation of fiber
Pa · s, at most about 1,000 mPa · s. On the other hand, the viscosity of the resin used for repair / reinforcement of the structure is extremely high, and the resin impregnation into the reinforcing fibers is not so good.

【0005】このようなことから、構造物の補修・補強
に多用されている強化繊維シートは薄く、強化繊維が炭
素繊維のもので炭素繊維目付が200〜300g/
2 、すなわち1平方メートル当たりの炭素繊維の体積
が110〜170cm3 程度の、炭素繊維が一方向に配
列した薄い強化繊維シートである。
[0005] For this reason, the reinforcing fiber sheet that is frequently used for repairing and reinforcing structures is thin, the reinforcing fiber is made of carbon fiber, and the carbon fiber weight is 200 to 300 g / weight.
m 2 , that is, a thin reinforcing fiber sheet in which carbon fibers are arranged in one direction in a volume of about 110 to 170 cm 3 per square meter.

【0006】したがって、構造物の補修・補強に必要な
強化繊維量に対処するには使用する強化繊維シートの枚
数が多くなり、各シートごとに樹脂含浸作業が必要とな
るから、樹脂含浸作業回数が多くなり厄介である。
Accordingly, in order to cope with the amount of reinforcing fibers required for repairing and reinforcing a structure, the number of reinforcing fiber sheets to be used increases, and a resin impregnation operation is required for each sheet. Is more and more troublesome.

【0007】一方、単にシート1枚当たりの強化繊維量
を増やしたのでは、シートを構成する強化繊維糸条が密
に配列し、集束度合いが大きくなり、繊維間隔が詰まり
樹脂含浸が困難となる。
On the other hand, if the amount of reinforcing fibers per sheet is simply increased, the reinforcing fiber yarns constituting the sheet are densely arranged, the degree of convergence is increased, and the fiber spacing is clogged, making resin impregnation difficult. .

【0008】[0008]

【発明が解決しようとする課題】本発明は、このような
現状に着目し、1枚当たりの強化繊維量が大きくてかつ
樹脂含浸性に優れた多層強化繊維シートを提供し、また
施工性に優れる構造物の補修・補強方法を提供すること
を目的とする。
SUMMARY OF THE INVENTION In view of the above situation, the present invention provides a multilayer reinforced fiber sheet having a large amount of reinforcing fiber per sheet and excellent in resin impregnating property, and also has an improved workability. An object of the present invention is to provide a method for repairing and reinforcing an excellent structure.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に、本発明は、基本的には下記の構成を有する。即ち、
「強化繊維糸条が並行にシートの長さ方向に配列したシ
ート基材が、強化繊維の方向が同じになるように多層重
なって、隣接する層が互い一体化していることを特徴と
する多層強化繊維シート。」である。
In order to achieve the above object, the present invention basically has the following arrangement. That is,
"A sheet base material in which reinforcing fiber yarns are arranged in parallel in the length direction of the sheet, the multilayers are overlapped so that the direction of the reinforcing fibers is the same, and the adjacent layers are integrated with each other. Reinforced fiber sheet. "

【0010】[0010]

【発明の実施の形態】本発明の多層強化繊維シート1の
概念を示す部分破断斜視図を図1に示した。強化繊維糸
条2がシートの長さ方向イに多数本並行に配列した第1
層目の基材31 と第2層目の基材32 の2層が強化繊維
の方向が同じになるように重なっており、基材31 と基
材32 を織組織や接着などの一体化手段(図1には図示
せず)によって互い一体化させたものである。なお、必
ずしも層数は2層である必要はなく、3層や4層であっ
てよく、限定するものではない。
DESCRIPTION OF THE PREFERRED EMBODIMENTS FIG. 1 is a partially cutaway perspective view showing the concept of a multilayer reinforced fiber sheet 1 according to the present invention. The first in which many reinforcing fiber yarns 2 are arranged in parallel in the length direction of the sheet.
2 of the layers th substrate 3 1 and the second layer of the base material 3 2 overlaps so that the direction of the reinforcing fibers is the same, the substrate 3 1 and the base 3 2 weave or bonding or the like (Not shown in FIG. 1). Note that the number of layers is not necessarily two, but may be three or four, and is not limited.

【0011】本発明の多層強化繊維シートは、基材の形
態および多層構造とするための一体化手段によって分類
することができる。
[0011] The multilayer reinforced fiber sheet of the present invention can be classified according to the form of the substrate and the means of integration for forming a multilayer structure.

【0012】まず、一体化手段が接着による場合を説明
するに、図2〜図4に本発明の多層強化繊維シートを構
成する基材の形態を示した。
First, the case where the integrating means is by adhesion will be described. FIGS. 2 to 4 show the forms of the base material constituting the multilayer reinforced fiber sheet of the present invention.

【0013】図2は強化繊維糸条2が基材の長さ方向
ロ、つまり織物のたて方向に配列し、よこ方向に強化繊
維糸条より細い補助糸4が配列し、たて糸2とよこ糸4
が交錯し、織組織した一方向織物である。図3は基材の
長さ方向ロ、つまり織物のたて方向に強化繊維糸条2と
補助糸5が配向し、よこ方向に補助糸4が配向し、よこ
糸の補助糸4がたて糸の補助糸5と交錯し、強化繊維糸
条2がよこ糸4と交錯すること無く、真直ぐに配向し
た、いわゆる一方向ノンクリンプ織物である。また、図
4は強化繊維糸条が真直ぐに一方向に並行配列した強化
繊維糸条2のシートとメッシュ状の支持体6とを接着剤
またはメッシュの線材7、8の表面に存在する熱可塑性
ポリマーなどで融着して一体化したトウ・シートであ
る。メッシュ状の支持体6は互いに直交する線材は必ず
しも2方向に限定するものではなく、よこ方向のみの1
方向や、長さ方向と強化繊維糸条に対して±α゜に配向
した3方向であってもよい。また、基材は一方向に配列
した強化繊維糸条を細い補助糸で編組織させた一方向編
物であってもよい。
FIG. 2 shows that the reinforcing fiber yarns 2 are arranged in the longitudinal direction of the base material, that is, the warp direction of the fabric, and the auxiliary yarns 4 thinner than the reinforcing fiber yarns are arranged in the weft direction. 4
Is a unidirectional woven fabric interwoven and woven. FIG. 3 shows that the reinforcing fiber yarn 2 and the auxiliary yarn 5 are oriented in the longitudinal direction of the base material, that is, the warp direction of the woven fabric, the auxiliary yarn 4 is oriented in the weft direction, and the auxiliary yarn 4 of the weft yarn assists the warp yarn. This is a so-called one-way non-crimp fabric in which the reinforcing fiber yarns 2 are straightly oriented without being interlaced with the wefts 4 and intersected with the yarns 5. FIG. 4 shows a sheet of reinforcing fiber yarn 2 in which reinforcing fiber yarns are arranged straight and parallel in one direction and a mesh-shaped support 6 on the surface of an adhesive or mesh wire 7, 8. It is a toe sheet that has been fused and integrated with a polymer. The mesh-shaped support 6 is not necessarily limited to two directions of wires orthogonal to each other.
The direction may be three directions oriented at ± α ° with respect to the length direction and the reinforcing fiber yarn. Further, the base material may be a unidirectional knitted fabric in which reinforcing fiber yarns arranged in one direction are knitted with a thin auxiliary yarn.

【0014】これらの形態を有する基材は、構造物の補
修・補強する際にこれまで使われており、とくに新しい
ものではない。
Substrates having these forms have been used so far for repairing and reinforcing structures, and are not particularly new.

【0015】本発明の多層強化繊維シートは、これらの
基材を多数枚重ね合わせ、一体化したものである。図5
は本発明の多層強化繊維シートの1実施例で、部分破断
した斜視図である。接着手段によって、基材としての一
方向織物を2枚重ね合わせた多層強化繊維シートであ
り、第1層目の基材31 と第2層目の基材32 の層間が
点状の接着剤9で接着している。
The multilayer reinforced fiber sheet of the present invention is obtained by laminating a large number of these substrates and integrating them. FIG.
FIG. 1 is a partially broken perspective view of an embodiment of the multilayer reinforced fiber sheet of the present invention. Bonded by adhesive means, a multilayer reinforcing fiber sheet obtained by superposing two sheets of unidirectional woven fabric as the substrate, the first layer of the base material 3 1 and the second layer of the base material 3 2 interlayer is punctiform It is adhered with agent 9.

【0016】点状に接着させるには、熱溶融性の熱可塑
性樹脂粉末を基材31 の片面に均一に疎らにふりかけ、
この接着剤が付着した面に基材32 を重ねて熱可塑性樹
脂を加熱溶融して基材31 と基材32 を接着することが
できる。
[0016] To adhere the point-like, hot-melt thermoplastic resin powder base 3 1 of uniformly sparsely sprinkled on one side,
The adhesive can be adhered to a surface to the base material 3 2 Again thermoplastic resin heated and melted to the substrate 3 1 and the base 3 2 deposition.

【0017】また、接着剤の付着状態が線状であっても
よい。線状に接着させるには、織物を製織する際、熱溶
融性の熱可塑性樹脂からなるポリマー糸とよこ糸と引き
揃えて織物に織り込み、このポリマー糸を溶融すること
によってたて糸とよこ糸を接着させた、いわゆる目どめ
織物を作製する。この織物を重ね、再びポリマー糸の溶
融以上に加熱してポリマーを溶融させ、必要に応じて加
圧することによって基材31 と基材32 を接着すること
ができる。また、基材31 と基材32 の間にポリマー糸
を基材に多数本介在させ、ポリマー糸の溶融以上に加熱
してポリマーを溶融さることによっても得られる。ま
た、常温で粘着性のある接着剤が付着したメッシュ状物
を基材31 と基材32 の間に介在させて接着することも
出来る。
Further, the state of adhesion of the adhesive may be linear. In order to adhere linearly, when weaving the woven fabric, the polymer yarn and the weft made of a thermoplastic resin having heat melting property were aligned and woven into the woven fabric, and the warp and the weft were bonded by melting the polymer yarn. , A so-called eyelet fabric is produced. The fabric lap, can again be heated above the melting of the polymer threads to melt the polymer to adhere the substrate 3 1 and the base 3 2 by pressing as necessary. Further, the polymer threads is a number the interposed substrate between the substrate 3 1 and the base 3 2, also obtained by monkey is heated to above the melting of the polymer threads melt the polymer. Also, room temperature tacky mesh-like material which the adhesive has been applied with the base material 3 1 and the substrate 3 is interposed between the two can be adhered.

【0018】このように、接着剤が点状あるいは線状に
基材に付着していると、接着剤が樹脂含浸を阻害するよ
うなことはないので好ましく、またハンドレイアップ成
形の際、樹脂含浸ローラがけによって強化繊維糸条やよ
こ糸の目ずれを防ぐことが出来るので好ましい。また、
基材同士の接着は、基材の層間にBスージ状態の熱硬化
性樹脂からなる薄い5〜15g/m2 程度のフイルム介
在させるようにしてもよい。または、希釈剤で溶解した
熱可塑性樹脂または熱硬化性樹脂溶液を基材31 に噴霧
状に吹き付け、希釈剤を乾燥することによって基材32
と接着することもできる。
As described above, it is preferable that the adhesive is adhered to the substrate in the form of dots or lines because the adhesive does not hinder resin impregnation. The impregnating roller is preferable because misalignment of the reinforcing fiber yarn and the weft yarn can be prevented. Also,
The bonding between the substrates may be performed by interposing a thin film of about 5 to 15 g / m 2 made of a thermosetting resin in a B stripe state between the layers of the substrates. Or spraying the atomized thermoplastic resin or thermosetting resin solution dissolved in a diluent to the substrate 3 1, the substrate 3 by drying the diluent 2
Can also be glued.

【0019】樹脂の含浸性は、JIS L 1096法に
よるシート通気量と密接な関係があり、前記通気量で40
〜300CC/cm2/secであることが好ましいことがわかっ
た。
The impregnating property of the resin is closely related to the sheet air permeability according to the JIS L 1096 method.
It was found that it was preferable to be ~ 300 CC / cm 2 / sec.

【0020】通気量がの40CC/cm2/sec未満であると、
補強繊維糸条を形成する炭素繊維の嵩密度が小さくな
り、すなわち、炭素繊維同志が形成する空間が小さく、
また補強繊維糸条間の隙間が小さくて、樹脂の含浸性が
悪く、ボイドを発生させる。
When the ventilation rate is less than 40 CC / cm 2 / sec,
The bulk density of the carbon fibers forming the reinforcing fiber yarn is reduced, that is, the space formed between the carbon fibers is small,
Further, the gap between the reinforcing fiber yarns is small, the impregnation property of the resin is poor, and voids are generated.

【0021】また、300CC/cm2/secでは、補強繊維糸
間の隙間が大きい織物であるため、補強繊維部の厚みが
増大して表面が凸凹し、また、補強繊維糸が強固に集束
されるために補強繊維糸条内への樹脂の含浸性が低下す
る問題がある。
Further, at 300 CC / cm 2 / sec, since the woven fabric has a large gap between the reinforcing fiber yarns, the thickness of the reinforcing fiber portion increases, the surface becomes uneven, and the reinforcing fiber yarns are firmly bundled. Therefore, there is a problem that the impregnating property of the resin into the reinforcing fiber yarn is reduced.

【0022】通気量の測定は、JIS L 1096法
6.27項の通気性A法に従った。
The measurement of the air permeability was in accordance with the air permeability A method of JIS L 1096 method 6.27.

【0023】すなわち、円筒の一端が38.3cm2
気孔に20cm×20cmのシート試験片を所定の方法で取
り付け、加減抵抗器によって傾斜形気圧計が水柱1.2
7cmの圧力を示すように吸い込みファンを調整し、その
時の垂直形気圧計の示す圧力と、使用した空気孔の種類
とから、試験機付随の換算表によってシート試験片を通
過する空気量(CC/cm2/sec)を求め5回の測定結果の
平均値を通気量とした。
That is, a 20 cm × 20 cm sheet test piece was attached to a 38.3 cm 2 vent hole at one end of a cylinder by a predetermined method, and a tilt type barometer was attached to a water column 1.2 by a rheostat.
The suction fan was adjusted to indicate a pressure of 7 cm, and the amount of air passing through the sheet test piece (CC) was calculated from the pressure indicated by the vertical barometer at that time and the type of air hole used, according to a conversion table attached to the tester. / Cm 2 / sec) was determined and the average value of the five measurement results was taken as the ventilation rate.

【0024】なお、温度が20℃、湿度が65%の室内
に試料を24時間放置した後、その雰囲気下で測定し
た。なお、後述する実施例では、通気量測定器として、
(株)大栄科学精器製作所のフラジール形試験機AP−
360を使用した。
The sample was left standing in a room at a temperature of 20 ° C. and a humidity of 65% for 24 hours, and then measured in that atmosphere. In the examples described below, as a ventilation meter,
Fragile type testing machine AP- of Daiei Kagaku Seiki Seisakusho Co., Ltd.
360 was used.

【0025】本発明の基材同士の接着に用いる熱可塑性
樹脂としてはナイロン、共重合ナイロン、ポリエステ
ル、共重合ポリエステル、塩化ビニリデン、塩化ビニ
ル、ポリエレタン、ポリエチレン、ポリプロピレン、ポ
リビニルアルコール、アクリルなどであるが、なかでも
融点が70〜160℃程度の低融点で溶融する共重合ナ
イロンであると一体化のための加熱、圧着操作が簡単で
あり、また接着性もよいので好ましい。
The thermoplastic resin used for bonding the substrates according to the present invention includes nylon, copolymerized nylon, polyester, copolymerized polyester, vinylidene chloride, vinyl chloride, polyeletan, polyethylene, polypropylene, polyvinyl alcohol, acrylic and the like. Of these, copolymer nylon which melts at a low melting point of about 70 to 160 [deg.] C. is preferred because the heating and crimping operations for integration are easy and the adhesiveness is good.

【0026】また、本発明の基材同士の接着に用いる熱
硬化性樹脂としてはエポキシ樹脂、ビニルエステル樹
脂、不飽和ポリエステル樹脂やフェノール樹脂などであ
るが、好ましくは本発明の多層強化繊維シートを用いた
補強・補強方法に使う含浸用樹脂と同じもの、すなわち
含浸用樹脂がエポキシ樹脂の場合、接着に用いる熱硬化
性樹脂もエポキシ樹脂であるとよい。常温で粘着性のあ
る接着剤としてはスチレン・ブタジエンゴム、ポリイソ
ブチレン、エチレン・酢ビ共重合体、アクリル系、酢ビ
共重合体などがある。
The thermosetting resin used for bonding the substrates according to the present invention is an epoxy resin, a vinyl ester resin, an unsaturated polyester resin, a phenol resin or the like. Preferably, the multilayer reinforced fiber sheet according to the present invention is used. When the same impregnating resin used for the reinforcing and reinforcing method used, that is, when the impregnating resin is an epoxy resin, the thermosetting resin used for bonding is preferably an epoxy resin. Adhesives that are tacky at room temperature include styrene / butadiene rubber, polyisobutylene, ethylene / vinyl acetate copolymer, acrylic, and vinyl acetate copolymer.

【0027】本発明の基材同士の接着に用いる接着剤は
本質的に強化繊維樹脂の含浸用樹脂となる必要はない。
また基材同士の接着度合いは、強固である必要はなく、
取扱い時に基材同士の接着が剥がれない程度であればよ
いのであるから、基材同士の接着に用いる接着剤の量は
極力少ないほうがよく、2〜15g/m2 程度である。
15g/m2 以上となると多重強化繊維シートへの樹脂
含浸が阻害されたり、含浸用樹脂と接着剤との接着が悪
くなり好ましくない。
The adhesive used for bonding the substrates of the present invention does not need to be essentially a resin for impregnating the reinforcing fiber resin.
Also, the degree of adhesion between the substrates does not need to be strong,
The amount of the adhesive used for bonding the base materials should be as small as possible, as long as the bonding between the base materials does not peel off during handling, and is preferably about 2 to 15 g / m 2 .
When the amount is 15 g / m 2 or more, impregnation of the resin into the multi-reinforced fiber sheet is impaired, or the adhesion between the impregnating resin and the adhesive is unfavorably deteriorated.

【0028】図5に示した本発明の多層強化繊維シート
の実施例は基材として一方向織物の例を示したが、図3
に示した一方向ノンクリンプ織物や図4に示したトウ・
シートであってもよいし、これらの組み合わせであって
もよい。
The embodiment of the multilayer reinforced fiber sheet of the present invention shown in FIG. 5 shows an example of a unidirectional woven fabric as a base material.
The one-way non-crimp fabric shown in FIG.
It may be a sheet or a combination thereof.

【0029】また、本発明の多層強化繊維シートは、隣
り合う層の基材間に適度の隙間を有することが好まし
い。上記の接着による一体化の際、基材と基材との間に
メッシュ状物を介在させてもよい。メッシュ状物が基材
1 と基材32 の間に存在すると、樹脂含浸のローラ掛
けで基材31 (または32 )を透過した未硬化の樹脂
が、厚みのあるメッシュ状物の空隙に入る、すなわち層
間に未硬化の樹脂層を存在することになるから、この樹
脂が基材32 (または31 )へ含浸し、繊維シートが厚
くあっても樹脂含浸が容易となる。なお、メッシュ状物
は2方向または3方向に線材が配向し、好ましい厚さは
0.1〜0.4mmである。あまり厚すぎると、基材間
に樹脂が多く存在する、すなわち樹脂の使用量が多くな
るのでコストアップとなり不経済である。
Further, the multilayer reinforced fiber sheet of the present invention preferably has an appropriate gap between the base materials of adjacent layers. At the time of the above-mentioned integration by adhesion, a mesh-like material may be interposed between the base materials. When a mesh-like material is present between the substrate 3 1 and the base 3 2, uncured transmitted through the substrate 3 1 (or 3 2) in the roller engaging the resin-impregnated resin, the mesh-like material with a thickness Since the resin enters the voids, that is, has an uncured resin layer between the layers, the resin impregnates the base material 3 2 (or 3 1 ), and the resin impregnation becomes easy even if the fiber sheet is thick. In the mesh-like material, the wires are oriented in two or three directions, and the preferable thickness is 0.1 to 0.4 mm. If the thickness is too large, a large amount of resin is present between the base materials, that is, the amount of the resin used increases, so that the cost is increased and the cost is uneconomical.

【0030】また、本発明の多層強化繊維シートは、強
化繊維糸条が多層に重なって、強化繊維糸条に直交する
補助糸の交錯によって織り組織で一体化した、いわゆる
一方向多重織物であってもよい。図6は一方向多重織物
の1実施例として2重織物を示す断面図である。図面に
おいて、強化繊維糸条21 と補助糸41 とからなる平織
物31 と、強化繊維糸条22 と補助糸42 とからなる平
織物32 の多層構造を有する。そして平織物31 の一部
の補助糸41 と平織物32 の強化繊維糸条22と互いに
交錯することによって平織物31 と平織物32 とが一体
に保持されている。
Further, the multilayer reinforced fiber sheet of the present invention is a so-called unidirectional multi-layer woven fabric in which reinforcing fiber yarns are superposed in multiple layers and are integrated in a weave structure by interlacing of auxiliary yarns orthogonal to the reinforcing fiber yarns. You may. FIG. 6 is a cross-sectional view showing a double woven fabric as one embodiment of the unidirectional multiple woven fabric. In the drawings, it comprises a reinforcing fiber yarns 2 1 plain weave fabric 3 1 consisting of the auxiliary thread 4 1 Tokyo, a plain weave fabric 3 2 multilayer structure consisting of reinforcing fiber yarns 2 2 and the auxiliary thread 4 2. And the plain weave fabric 3 1 and plain woven 3 2 by a part of the auxiliary yarn plain weave 3 1 4 1 and the flat reinforcing fiber yarns 2 2 of the fabric 3 2 intermingled with one another are held together.

【0031】このように織り組織で一体化すると、一体
化させるために接着剤など使わなくてよいから、樹脂の
含浸が阻害されるようなことはない。また、平織物31
と平織物32 との間に空隙A部を形成するので、含浸ロ
ーラがけにより平織物31 の下面から高粘度樹脂は平織
物31 への樹脂含浸が行われる。また、通常、樹脂がシ
ートの全面に全体に行き渡るように、必要量以上樹脂量
が塗布されているので、余った樹脂やコンクリートと織
物31 間に存在した空気は織物31 内部の樹脂と置換さ
れた空気は空隙A部へと移動する。織物31 がコンクリ
ートとの間で空気を抱き込むようなことはなく、また織
物31 への樹脂含浸が行われる。次に、空隙A部に貯溜
された樹脂は平織物32 の下面から織物32 の内部に含
浸し、また平織物32 の上面に塗布される樹脂によって
も織物32 の内部に含浸するから、強化繊維を高目付す
ることによって含浸性が阻害されるようなことはない。
When the woven fabric is integrated as described above, an adhesive or the like does not need to be used for the integration, so that the impregnation of the resin is not hindered. In addition, plain fabric 3 1
And because it forms a gap A portion between the plain weave fabric 3 2, high-viscosity resin from the lower surface of the flat fabric 3 1 by impregnation roller cliff is performed resin impregnation into plain weave 3 1. Also, usually, so that the resin is spread throughout the entire surface of the sheet, since the required amount or more amount of resin is applied, the air present between excess resin and concrete and fabric 3 1 and the fabric 3 1 inside the resin The displaced air moves to the space A. Fabric 3 1 never as embrace the air between the concrete and the resin impregnated into the fabric 3 1 is performed. Next, the resin is accumulated in gaps A unit is impregnated from the bottom surface of the plain weave 3 2 inside the fabric 3 2, also impregnated into the inside of the fabric 3 2 by resin applied to the upper surface of the plain weave 3 2 Therefore, the impregnating property is not impaired by increasing the weight of the reinforcing fibers.

【0032】また、多重織物を製織する際に、よこ方向
に補助糸と低融点ポリマー糸を引き揃えて挿入し、低融
点ポリマー糸を溶融してたて糸の強化繊維糸条とよこ糸
の補助糸の交点を低融点ポリマー10で接着すると、裁
断によって織糸がほつれることがなく、また成形の際、
織糸が目ずれすることはない。
When weaving a multi-layer fabric, the auxiliary yarn and the low-melting polymer yarn are aligned and inserted in the weft direction, and the low-melting polymer yarn is melted to form a warp reinforcing fiber yarn and a weft auxiliary yarn. When the intersection is bonded with the low melting point polymer 10, the woven yarn is not frayed by cutting, and at the time of molding,
There is no misalignment of the yarn.

【0033】本発明の多層強化繊維シートを構成する基
材一層の1平方メートル当たりの強化繊維の体積は、樹
脂の含浸性および施工性から100cm3 から350c
3の範囲が好ましい。100cm3 以下であると一層
当たりの強化繊維量が少なくなるので、所望の多層強化
繊維シートを作製するには重ねる基材の枚数が多くな
る。つまり、1m当たりの多層シートを作製するために
必要となる基材の長さが長くなるので、多層シートに占
める基材の加工費が大きくなりコストアップするし、枚
数が多くなるので重ね合わせの費用も大きくなり、好ま
しくない。また、350cm3 以上になると一層当たり
の繊維量が大きくなるので、樹脂の厚さ方向の流通抵抗
が大きくなり、多層シートへの樹脂含浸性が悪くなり好
ましくない。
The volume of the reinforcing fibers per square meter of one layer of the base material constituting the multilayer reinforcing fiber sheet of the present invention is from 100 cm 3 to 350 c from the resin impregnation and workability.
A range of m 3 is preferred. If it is 100 cm 3 or less, the amount of reinforcing fibers per layer will be small, so that the number of base materials to be laminated will be large in order to produce a desired multilayer reinforcing fiber sheet. In other words, the length of the base material required to produce a multi-layer sheet per meter increases, so that the processing cost of the base material in the multi-layer sheet increases, the cost increases, and the number of sheets increases. The cost also increases, which is not desirable. On the other hand, if it is 350 cm 3 or more, the amount of fibers per layer becomes large, so that the flow resistance in the thickness direction of the resin becomes large, and the resin impregnating property of the multilayer sheet becomes unfavorable.

【0034】なお、本発明における1平方メートル当た
りの強化繊維の体積とは、[シートの体積重量/強化繊
維密度]をいう。
The volume of the reinforcing fiber per square meter in the present invention means [weight of sheet / weight of reinforcing fiber].

【0035】また、本発明の多層強化繊維シートの嵩密
度が220〜300%の範囲であることが好ましい。嵩
密度が220%以下であると繊維シートを形成する強化
繊維の配列密度が大きくなり、すなわち単繊維間の間隙
が小さくなるので樹脂含浸性が悪くなり、また高粘度樹
脂をハンドレイアップ法で含浸させる際の空気の抱き込
みを防ぐことが困難となる。また、嵩密度が300%以
上であると、樹脂の含浸性や空気の抱き込みという問題
はないが、シートの繊維が嵩高となっているので、シー
トの繊維間を充填するに必要な樹脂量が多くなってしま
う。また、樹脂を塗布し含浸ローラがけすることによっ
て、嵩高なシートを押さえ、樹脂量は少なくすることは
可能であるが、押さえられたシートはもとの嵩高な状態
に回復する、すなわちスプリングバック現象が起きるか
ら、回復したシートに対する樹脂量が不足し、樹脂が硬
化したFRPではボイドが多く入った状態となってしま
う。
The bulk density of the multilayer reinforced fiber sheet of the present invention is preferably in the range of 220 to 300%. When the bulk density is 220% or less, the arrangement density of the reinforcing fibers forming the fiber sheet becomes large, that is, the gap between the single fibers becomes small, so that the resin impregnating property is deteriorated. It is difficult to prevent air from being trapped during the impregnation. When the bulk density is 300% or more, there is no problem of resin impregnation and air entrapment. However, since the fibers of the sheet are bulky, the amount of resin necessary to fill the space between the fibers of the sheet is increased. Will increase. In addition, it is possible to hold a bulky sheet and reduce the amount of resin by applying a resin and applying an impregnating roller, but the pressed sheet recovers to its original bulky state, that is, a springback phenomenon. Occurs, the amount of the resin with respect to the recovered sheet is insufficient, and the FRP in which the resin is cured is in a state where many voids are contained.

【0036】本発明における嵩密度Vとは、下記の算出
式で計算される値をいう。
The bulk density V in the present invention is a value calculated by the following formula.

【0037】 V=A×t÷(w/ρ)×100(%) ここで、t:多層強化繊維シートの厚さ(cm) A:織物の面積(cm2 ) w:織物の面積Aにおける強化繊維シート重量(g) ρ:強化繊維の密度(g/cm3 ) なお、シートの厚さの測定方法は、JIS R 760
2 5.6項の、厚さ測定器がダイアルゲージ法に準じ
た。ただし、荷重は50kPaとし、シートに荷重をか
けてから20秒経過後の値を読取り、シートの枚数で割
り、1枚当たりの厚さとした。なお、シートが織物であ
る場合、よこ糸の補助糸がシートの厚さに及ぼす影響を
極力少なくするように、重ね合わせる補助糸の位置が互
いにずれるようにシートを数枚重ね合わせて厚さを測定
し、シートの重ね合わせ枚数で割って、1枚当たりの厚
さを求めた。
V = A × t ÷ (w / ρ) × 100 (%) where, t: thickness of multilayer reinforcing fiber sheet (cm) A: area of fabric (cm 2 ) w: area of fabric A Weight of reinforcing fiber sheet (g) ρ: Density of reinforcing fiber (g / cm 3 ) The method of measuring the thickness of the sheet is based on JIS R 760.
2 The thickness measuring instrument described in Section 5.6 complies with the dial gauge method. However, the load was set to 50 kPa, the value 20 seconds after the load was applied to the sheet was read, and the value was divided by the number of sheets to obtain the thickness per sheet. If the sheet is a woven fabric, measure the thickness by stacking several sheets so that the positions of the auxiliary yarns to be overlapped are shifted from each other so that the effect of the weft auxiliary yarn on the sheet thickness is minimized. Then, the thickness per sheet was determined by dividing by the number of sheets to be superposed.

【0038】本発明の多層強化繊維シートを構成する同
じ層内の強化繊維糸条の糸条間に隙間を設けておくと、
樹脂が高粘度であっても、含浸ローラがけで、構造物に
塗布した樹脂が糸条間の隙間から繊維シートの厚さ方向
に移動させることが出来、樹脂の繊維シートへの透過性
がよくなる。したがって、また樹脂の分散が良くなる
し、また構造物と繊維シートとの間に余分な樹脂が存在
することによって、樹脂が硬化した後に硬化板の表面が
凸凹するのを防ぐことができる。このようなことから、
糸条と糸条の隙間が0.1〜2.0mmあると好まし
い。
When a gap is provided between the reinforcing fiber yarns in the same layer constituting the multilayer reinforcing fiber sheet of the present invention,
Even if the resin has high viscosity, the resin applied to the structure can be moved in the thickness direction of the fiber sheet from the gap between the yarns by the impregnation roller, and the permeability of the resin to the fiber sheet is improved. . Therefore, the dispersion of the resin is improved, and the presence of the extra resin between the structure and the fiber sheet can prevent the surface of the cured plate from being uneven after the resin is cured. From such a thing,
It is preferable that the gap between the yarns is 0.1 to 2.0 mm.

【0039】なお、樹脂の含浸は、シート基材を構成す
る強化繊維糸条の周囲から、糸条の中心部へと進行する
が、あまり太いと糸条の中心部までの距離が長くなり好
ましくない。また、糸条が細いと、所定の繊維量を有す
るシート基材を得るためには、糸条間隔を詰めた状態と
なり、樹脂の透過性が悪くなる。したがって、強化繊維
糸条の繊維断面積の総和が0.2mm2 〜2.0mm2
の範囲が好ましい。より好ましくは0.3mm2 〜1.
2mm2 の範囲である。
The resin impregnation proceeds from the periphery of the reinforcing fiber yarn constituting the sheet base material to the center of the yarn. However, if the resin is too thick, the distance to the center of the yarn becomes longer, which is preferable. Absent. Further, when the yarn is thin, in order to obtain a sheet base material having a predetermined fiber amount, the yarn interval is reduced, and the resin permeability is deteriorated. Accordingly, the sum of the fiber cross-sectional areas of the reinforcing fiber yarns is 0.2 mm 2 to 2.0 mm 2
Is preferable. More preferably, 0.3 mm < 2 > -1.
The range is 2 mm 2 .

【0040】本発明に使用する強化繊維は、炭素繊維、
ガラス繊維、ポリアラミド繊維などの高強度であり高弾
性率の繊維である。なかでも、炭素繊維は耐アルカリ性
に優れるので好ましい。炭素繊維の引張強度は2,50
0〜6,000MPa、引張弾性率は230〜600G
Paの範囲でありとくに限定しないが、橋脚や柱などの
剪断補強には4,000〜6,000MPaの高強度の
炭素繊維、床版などの曲げ剛性補強には400〜700
GPaの高弾性率の炭素繊維を使用すると繊維量が少な
くて所定の補強効果が得られる。
The reinforcing fibers used in the present invention are carbon fibers,
High strength and high modulus fiber such as glass fiber and polyaramid fiber. Among them, carbon fibers are preferable because of their excellent alkali resistance. The tensile strength of carbon fiber is 2,50
0-6,000MPa, tensile modulus 230-600G
The range of Pa is not particularly limited, but high-strength carbon fibers of 4,000 to 6,000 MPa for shear reinforcement of bridge piers and columns, and 400 to 700 for bending rigidity reinforcement of floor slabs and the like.
When a carbon fiber having a high elastic modulus of GPa is used, a predetermined reinforcing effect can be obtained with a small amount of fiber.

【0041】また、強化繊維糸条のサイジング剤は多層
強化繊維シートを製造する際のプロセス性を向上させる
点では多く付着させたほうが好ましいが、あまり多いと
樹脂の含浸性が阻害される。とくに、炭素繊維の場合は
単繊維径が5〜10ミクロンと細く、樹脂含浸性が他の
強化繊維より劣るので、0.15〜0.6%の範囲の少
量の付着量が好ましい。
Further, it is preferable that a large amount of the sizing agent for the reinforcing fiber yarns be adhered in order to improve the processability in the production of the multilayer reinforcing fiber sheet, but if it is too large, the impregnating property of the resin is impaired. In particular, in the case of carbon fibers, the single fiber diameter is as thin as 5 to 10 microns, and the resin impregnation property is inferior to other reinforcing fibers. Therefore, a small amount of 0.15 to 0.6% is preferable.

【0042】本発明の多層強化繊維シートの好ましい実
施態様としては、強化繊維糸条は10,000〜30,
000フイラメントの炭素繊維糸条であり、前記シート
基材の1平方メートル当たりの重量が200〜350g
で、シート基材が2層で、繊維シートの炭素繊維重量が
1平方メートル当たり400〜700g、シートの重量
が420〜800gである。強化繊維は耐アルカリ性に
優れる炭素繊維であり、また10,000〜30,00
0フイラメントの糸条、つまり糸条の炭素繊維断面積の
総和が0.3〜1.2mm2 であるから糸条内部への樹
脂の含浸も良く、またシート基材の1平方メートル当た
りの重量が200〜350gであるから、糸条間に適度
な隙間を設けることができる。また、炭素繊維の重量が
1平方メートル当たり420〜800gと多いから、積
層枚数が従来の1/2となる、また、シートの重量が4
20〜800gであるから、樹脂の粘度やチクソ性にも
よるが、樹脂含浸した後、硬化するまでにシートが滑る
ようなこともない。
In a preferred embodiment of the multilayer reinforcing fiber sheet of the present invention, the reinforcing fiber yarn is 10,000 to 30,
2,000 filaments of carbon fiber yarn, and the weight per square meter of the sheet substrate is 200 to 350 g.
The carbon fiber weight of the fiber sheet is 400 to 700 g per square meter, and the weight of the sheet is 420 to 800 g. The reinforcing fiber is a carbon fiber having excellent alkali resistance, and 10,000 to 30,000.
Since the sum of the carbon fiber cross-sectional areas of the 0 filaments, that is, the filaments, is 0.3 to 1.2 mm 2 , the resin can be impregnated inside the yarns, and the weight per square meter of the sheet base material can be reduced. Since the weight is 200 to 350 g, an appropriate gap can be provided between the yarns. Further, since the weight of the carbon fiber is as large as 420 to 800 g per 1 m 2, the number of laminations is 従 来 of that of the related art.
Since it is 20 to 800 g, depending on the viscosity and thixotropy of the resin, the sheet does not slip before being cured after being impregnated with the resin.

【0043】本発明の多層強化繊維シートが多重織物の
場合、および基材が織物の場合の補助糸は実質的には強
化繊維としての役割を担わなく、織物組織形成に使用す
るものであるから強化繊維糸条の太さの1/3以下程度
の太さであり、ガラス繊維、ポリアラミド繊維や炭素繊
維などの熱収縮率が小さなものが好ましい。
When the multi-layered reinforced fiber sheet of the present invention is a multi-woven fabric and when the base material is a woven fabric, the auxiliary yarn does not substantially serve as a reinforcing fiber and is used for forming a fabric structure. It is preferable that the thickness of the reinforcing fiber yarn is about 1/3 or less, and that the heat shrinkage of glass fiber, polyaramid fiber, carbon fiber or the like is small.

【0044】また、基材における補助糸の糸密度は、
0.5〜6本/cm程度と粗くしておくと、補助糸によ
る強化繊維糸条の拘束が甘く、樹脂の含浸性がよい。
The yarn density of the auxiliary yarn in the substrate is
When the coarseness is set to about 0.5 to 6 yarns / cm, the reinforcing fiber yarn is restrained loosely by the auxiliary yarn, and the resin impregnation is good.

【0045】本発明の多層強化繊維シートを用いて、次
のように構造物の補修・補強を行うことが出来る。
Using the multilayer reinforced fiber sheet of the present invention, a structure can be repaired and reinforced in the following manner.

【0046】構造物として、コンクリート構造物を補修
・補強する場合について説明するに、まずコンクリート
面の汚れを石鹸水やアセトンなどで除去し、パテを塗布
して不陸調整して表面を平滑にする。ついでFRPとの
接着を良くするために、エポキシ樹脂系のプライマーを
塗布して一昼夜放置した後、その上に常温硬化型の樹脂
粘度が2,000〜25,000mPa・s程度の樹脂
を下塗りとして、繊維シート重量の1.5〜2.5倍程
度の樹脂を均一に塗布した後、多層繊維強化シートを貼
り、溝付きの樹脂含浸ローラで樹脂含浸と同時に脱泡を
行う。ついで、シートの上に上塗りとして繊維シート重
量の0.5〜1.5倍程度の樹脂を均一に塗布した後、
さらに樹脂含浸ローラがけする。2層目以降の積層は1
層目と同じように、樹脂の下塗り、強化シートの貼り付
け、樹脂含浸ローラがけおよび上塗り樹脂の塗布を行っ
て、所定の枚数を繰り返せばよい。
A description will be given of a case where a concrete structure is repaired and reinforced as a structure. First, dirt on a concrete surface is removed with soap water or acetone, and putty is applied to adjust the unevenness to smooth the surface. I do. Then, in order to improve the adhesion with FRP, after applying an epoxy resin-based primer and leaving it for 24 hours a day, an undercoat of a room temperature curing type resin having a resin viscosity of about 2,000 to 25,000 mPa · s is applied thereon. After uniformly applying a resin about 1.5 to 2.5 times the weight of the fiber sheet, a multilayer fiber reinforced sheet is applied, and defoaming is performed simultaneously with resin impregnation with a grooved resin impregnation roller. Then, after uniformly applying a resin about 0.5 to 1.5 times the weight of the fiber sheet as an overcoat on the sheet,
Further, a resin impregnated roller is applied. The second and subsequent layers are 1
As in the case of the layer, a predetermined number of sheets may be repeated by performing undercoating of the resin, attaching a reinforcing sheet, applying a resin impregnated roller, and applying an overcoating resin.

【0047】なお、上記において多層繊維強化シートを
貼って、その上に直ちに上塗り樹脂を塗布し、その後に
含浸ローラがけを行ってもよい。
In the above, a multilayer fiber reinforced sheet may be stuck, a top coat resin may be immediately applied thereon, and then an impregnating roller may be applied.

【0048】また、1層目の樹脂を硬化させた後、次の
層の成形を行ってよいし、1層目の常温硬化型樹脂が硬
化するまでに2層、3層目も連続的に成形することが出
来る。
After the first layer of resin is cured, the next layer may be molded, or the second and third layers may be continuously formed until the first layer of the room-temperature-curable resin is cured. Can be molded.

【0049】本発明の補修・補強に使用する樹脂はエポ
キシ樹脂、ビニルエステル樹脂、不飽和ポリエステル樹
脂などの常温硬化型の樹脂やメチルメタクリレイト樹脂
であってもよい。
The resin used for the repair / reinforcement of the present invention may be a cold-setting resin such as an epoxy resin, a vinyl ester resin or an unsaturated polyester resin, or a methyl methacrylate resin.

【0050】[0050]

【実施例】(実施例1)強化繊維糸条とし24,000
フイラメントのPAN系炭素繊維(糸条の繊度:144
00デニール、比重:1.80)をたて糸として用い、
よこ方向によこ糸としてのガラス繊維糸(ECG 75
1/0、繊度:608デニール、比重:2.54)と
目どめ糸としての融点が120℃の低融点ナイロン50
デニール糸を引き揃えて、第1層目と第2層目の織物基
材が各々たて糸密度;1.88本/cm、よこ糸糸密
度;3本/cmで各織物基材の組織が平組織で、第1層
目と第2層目を第1層目のよこ糸の一部で織物組織で一
体化させ、織機上に取り付けたヒータで150℃に加熱
して低融点ナイロンを溶融し、たて糸とよこ糸を接着さ
せた本発明の多層繊維強化シートを作製した。なお、第
1層目と第2層目を第1層目のよこ糸による織物組織で
一体化は、まずよこ糸を連続的に7本を挿入して第1層
目に3本、第2層目に4本挿入して第1層目および第2
層目を通常の平組織させ、次のよこ糸1本は第1層目
の、連続したたて糸4本を1単位として、4本のうちの
3本とは通常の平組織させ、次は第1層目のたて糸とは
交錯させず、第2層目のたて糸1本と交錯させることに
行うことができる。これらはたて糸の開口・閉口運動を
制御するドビーの操作によって自動的に行うことが出来
る。
EXAMPLES (Example 1) 24,000 reinforced fiber yarns
Filament PAN-based carbon fiber (filament fineness: 144
00 denier, specific gravity: 1.80) as the warp yarn,
Glass fiber yarns as weft yarns (ECG 75
1/0, fineness: 608 denier, specific gravity: 2.54) and low melting point nylon 50 having a melting point of 120 ° C. as staple yarn.
The denier yarns are aligned, and the first and second woven fabric bases each have a warp density of 1.88 yarns / cm, a weft yarn density of 3 yarns / cm, and each woven base material has a flat structure. Then, the first layer and the second layer are united in a woven structure with a part of the first layer weft, heated to 150 ° C. by a heater mounted on a loom to melt the low melting point nylon, and A multilayer fiber reinforced sheet of the present invention to which weft yarn was adhered was produced. In addition, the first layer and the second layer are integrated by a woven fabric structure of the first layer of weft yarn. First, seven weft yarns are continuously inserted, and three first weft yarns and three second weft yarns are used. Into the first layer and the second layer
The next weft yarn has a normal flat design, and the next weft yarn has a normal flat design with four of the four continuous warp yarns as one unit. It can be performed by crossing with one warp yarn of the second layer without crossing with the warp yarn of the layer. These can be automatically performed by operating a dobby that controls the opening / closing motion of the warp yarn.

【0051】多層繊維強化シートの、第1層目および第
2層目の織物基材の炭素繊維目付は300g/m2 、基
材の1平方メートル当たりの炭素繊維体積は167cm
3 、シートの炭素繊維の嵩密度は234%で、第1層目
および第2層目の織物基材の炭素繊維糸条の隙間は0.
3mmであった。
The first and second layers of the multi-layer fiber reinforced sheet have a basis weight of 300 g / m 2 of carbon fiber and a carbon fiber volume of 167 cm per square meter of the substrate.
3. The bulk density of the carbon fibers in the sheet is 234%, and the gap between the carbon fiber yarns of the first and second layers of the woven fabric substrate is 0.1%.
3 mm.

【0052】次に、平滑なコンクリート面にFRPとの
接着を良くするために、エポキシ樹脂系のプライマーを
塗布して一昼夜放置した後、常温硬化型の、樹脂粘度が
10,000mPa・sの樹脂を下塗りとして800g
/m2 均一に塗布した後、1層目として上記の多層繊維
強化シートを貼り、溝付きの樹脂含浸ローラで樹脂含浸
と同時に脱泡を行った。シートの下面から余分な樹脂が
絞り出されてきた。ついで、シートの上に上塗りとして
600g/m2 の樹脂を均一に塗布した後、さらに樹脂
含浸ローラがけし、そのまま放置して樹脂を硬化させ
た。ついで、1層目と同様に2層目の下塗り樹脂を80
0g/m2 均一に塗布した後、多層繊維強化シートを貼
り、樹脂含浸ローラがけを行い、上塗りとして600g
/m2 の樹脂を均一に塗布した後、さらに樹脂含浸ロー
ラがけを樹脂を硬化させた。下塗り樹脂を塗布した後の
2層目の樹脂含浸ローラがけの際、1層目と同様に余分
な樹脂は絞り出されてきた。樹脂が硬化した後のFRP
の表面は平滑性であり、また、FRPを断面観察したと
ころ大きなボイドが無く、また樹脂も十分に含浸されて
いた。
Next, in order to improve the adhesion to the FRP on the smooth concrete surface, an epoxy resin-based primer was applied and allowed to stand for a whole day and night, and then a room temperature curing type resin having a resin viscosity of 10,000 mPa · s was used. 800g as undercoat
/ M 2 , the multilayer fiber reinforced sheet was applied as a first layer, and defoaming was performed simultaneously with resin impregnation using a grooved resin impregnation roller. Excess resin has been squeezed out from the lower surface of the sheet. Next, after a resin of 600 g / m 2 was uniformly applied as a top coat on the sheet, a resin impregnating roller was further applied, and the resin was left as it was to cure the resin. Next, the undercoat resin of the second layer is applied in the same manner as the first layer.
After uniformly applying 0 g / m 2 , a multi-layer fiber reinforced sheet was applied, and a resin-impregnated roller was applied.
/ M 2 of resin was uniformly applied, and then the resin was further cured by a resin impregnated roller. When the second layer of the resin-impregnated roller was applied after applying the undercoat resin, excess resin was squeezed out in the same manner as in the first layer. FRP after resin is cured
The surface of the sample was smooth, and when the cross section of the FRP was observed, no large voids were found and the resin was sufficiently impregnated.

【0053】(比較例1)実施例と同じ強化繊維糸条お
よびよこ糸、目どめ糸を用い、強化繊維糸条をたて糸と
し、よこ方向によこ糸ガラス繊維糸と目どめ糸を引き揃
えて、たて糸密度;3.75本/cm、よこ糸糸密度;
3本/cmの平組織の織物を製織し、織機上に取り付け
たヒータで低融点ナイロンを溶融し、たて糸とよこ糸を
接着させた一方向炭素繊維織物を作製した。
(Comparative Example 1) The same reinforcing fiber yarn, weft yarn, and staple yarn as in the example were used, the reinforced fiber yarn was used as a warp yarn, and the weft yarn glass fiber yarn and the staple yarn were aligned. , Warp yarn density; 3.75 yarns / cm, weft yarn density;
A woven fabric having a flat structure of 3 yarns / cm was woven, a low-melting-point nylon was melted by a heater mounted on a loom, and a one-way carbon fiber woven fabric in which a warp and a weft were bonded was produced.

【0054】一方向炭素繊維織物の炭素繊維目付は60
0g/m2 、基材の1平方メートル当たりの炭素繊維体
積は333cm3 、シートの炭素繊維の嵩密度は204
%で、炭素繊維糸条の隙間はほとんど無かった。
The carbon fiber basis weight of the unidirectional carbon fiber fabric is 60
0 g / m 2 , the carbon fiber volume per square meter of the substrate is 333 cm 3 , and the bulk density of the carbon fibers in the sheet is 204
%, There was almost no gap between the carbon fiber yarns.

【0055】次に、実施例と同じ方法、同じ樹脂で同じ
樹脂量をコンクリート面に下塗りした後、上記の炭素繊
維織物を貼り、溝付きの樹脂含浸ローラで樹脂含浸と同
時に脱泡を行ったが、1層目、2層目ともシートの下面
から余分な樹脂が絞り出されなかった。樹脂が硬化した
後のFRPの表面は、コンクリート面に余分な樹脂が溜
まって凸凹し、見栄えが悪い状態であった。また、FR
Pを断面観察したところ大きなボイドがあり、また樹脂
も十分に含浸してない箇所があった。
Next, the same method and the same resin as in the example were used to undercoat the concrete surface with the same amount of resin. Then, the above-mentioned carbon fiber woven fabric was applied, and defoaming was performed simultaneously with resin impregnation with a grooved resin impregnation roller. However, no excess resin was squeezed out from the lower surface of the sheet in both the first and second layers. After the resin was cured, the surface of the FRP was uneven, with excess resin remaining on the concrete surface, and the appearance was poor. Also, FR
Observation of the cross section of P revealed that there were large voids, and that some portions were not sufficiently impregnated with the resin.

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

【図1】本発明に係る多層強化繊維シートの概念を示す
部分破断斜視図である。
FIG. 1 is a partially broken perspective view showing the concept of a multilayer reinforced fiber sheet according to the present invention.

【図2】本発明に係る多層強化繊維シートを構成する基
材としての一方向織物の斜視図である。
FIG. 2 is a perspective view of a unidirectional woven fabric as a base material constituting the multilayer reinforced fiber sheet according to the present invention.

【図3】本発明に係る多層強化繊維シートを構成する基
材としての一方向ノンクリンプ織物の斜視図である。
FIG. 3 is a perspective view of a unidirectional non-crimp fabric as a base material of the multilayer reinforced fiber sheet according to the present invention.

【図4】本発明に係る多層強化繊維シートを構成する基
材としてのトウ・シートの斜視図である。
FIG. 4 is a perspective view of a tow sheet as a base material constituting the multilayer reinforced fiber sheet according to the present invention.

【図5】本発明に係る多層強化繊維シートを示す部分破
断斜視図である。
FIG. 5 is a partially broken perspective view showing a multilayer reinforced fiber sheet according to the present invention.

【図6】本発明に係る多層強化繊維シートとしての、一
方向2重織物の破断図である。
FIG. 6 is a cutaway view of a unidirectional double woven fabric as a multilayer reinforced fiber sheet according to the present invention.

【符号の説明】[Explanation of symbols]

1 :多層強化繊維シート 2 :強化繊維糸条 21 :第1層目の強化繊維糸条 22 :第2層目の強化繊維糸条 3 :基材 31 :第1層目の基材 32 :第2層目の基材 4 :よこ糸(補助糸) 41 :第1層目のよこ糸 42 :第2層目のよこ糸 5:たて補助糸 6:支持体 7:メッシュの線材 8:メッシュの線材 9:接着剤 10:低融点ポリマー イ:多層強化繊維シート長さ方向 ロ:基材の長さ方向 A:空隙1: multilayer reinforcing fiber sheet 2: reinforcing fiber yarns 2 1: strengthening of the first layer fiber yarns 2 2: second layer of reinforcing fiber yarns 3: substrate 3 1: the first layer of the base material 3 2: second layer of the base material 4: weft (auxiliary yarn) 4 1: first-layer weft 4 2: second layer of weft 5: vertical auxiliary yarn 6: support 7: mesh wire rod 8: mesh wire 9: adhesive 10: low melting point polymer a: multilayer reinforced fiber sheet length direction b: base material length direction A: void

───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 4F100 AD11A AD11B AG00 AK48 AT00C BA02 BA03 BA06 BA08 BA13 BA23 DC16C DG01A DG01B DG12 EC18 GB90 JA13A JA13B JL05 YY00A YY00B 4L048 AA03 AA05 AA24 AB07 BA01 BA02 BA09 CA01 DA30 DA41 ──────────────────────────────────────────────────続 き Continued on front page F term (reference) 4F100 AD11A AD11B AG00 AK48 AT00C BA02 BA03 BA06 BA08 BA13 BA23 DC16C DG01A DG01B DG12 EC18 GB90 JA13A JA13B JL05 YY00A YY00B 4L048 AA03 AA05 AA24 CA09

Claims (11)

【特許請求の範囲】[Claims] 【請求項1】強化繊維糸条がシートの長さ方向に並行に
配列した基材が、強化繊維の方向が同じになるように多
層重なり、隣接する層が互いに一体化されていることを
特徴とする多層強化繊維シート。
(1) A substrate in which reinforcing fiber yarns are arranged in parallel with the length direction of a sheet, wherein a plurality of base layers are overlapped so that the direction of reinforcing fibers is the same, and adjacent layers are integrated with each other. And a multilayer reinforced fiber sheet.
【請求項2】前記基材の1平方メートル当たりの強化繊
維の体積が100〜350cm3 であることを特徴とす
る請求項1に記載の多層強化繊維シート。
2. The multilayer reinforcing fiber sheet according to claim 1, wherein the volume of the reinforcing fibers per square meter of the base material is 100 to 350 cm 3 .
【請求項3】強化繊維の嵩密度(シートの体積/強化繊
維の体積)が220〜300%であることを特徴とする
請求項1乃至は2に記載の多層強化繊維シート。
3. The multilayer reinforced fiber sheet according to claim 1, wherein the bulk density of the reinforcing fibers (volume of sheet / volume of reinforcing fibers) is 220 to 300%.
【請求項4】前記基材は一方向織物であって、前記一体
化手段が織組織であることを特徴とする請求項1乃至は
3に記載の多層強化繊維シート。
4. The multilayer reinforced fiber sheet according to claim 1, wherein said base material is a unidirectional woven fabric, and said integrating means is a woven structure.
【請求項5】前記一体化手段が接着によることを特徴と
する請求項1乃至は3に記載の多層強化繊維シート。
5. The multi-layer reinforced fiber sheet according to claim 1, wherein said unifying means is formed by bonding.
【請求項6】前記基材の層間にメッシュ状物が介在して
なる請求項5に記載の多層強化繊維シート。
6. The multilayer reinforced fiber sheet according to claim 5, wherein a mesh-like material is interposed between the layers of the base material.
【請求項7】前記基材が織物である請求項5乃至は6に
記載の多層強化繊維シート。
7. The multilayer reinforced fiber sheet according to claim 5, wherein the substrate is a woven fabric.
【請求項8】前記強化繊維糸条は10,000〜30,
000フイラメントの炭素繊維糸条であり、前記基材の
1平方メートル当たりの重量が200〜350gで、基
材が2層であることを特徴とする請求項1乃至は8のい
ずれかに記載の多層強化繊維シート。
8. The method according to claim 8, wherein the reinforcing fiber yarn is 10,000 to 30,
9. The multilayer according to any one of claims 1 to 8, wherein the base material is a carbon fiber yarn of 000 filaments, the base material has a weight per square meter of 200 to 350 g, and the base material has two layers. Reinforced fiber sheet.
【請求項9】前記強化繊維糸条間に隙間を設けてなる請
求項1乃至は8に記載の多層強化繊維シート。
9. The multilayer reinforcing fiber sheet according to claim 1, wherein a gap is provided between the reinforcing fiber yarns.
【請求項10】構造物の補修または補強したい部位に樹
脂を塗布し、請求項1乃至は9のいずれかに記載の多層
強化繊維シートを貼り付けて補修・補強することを特徴
とする構造物の補修または補強方法。
10. A structure characterized in that a resin is applied to a portion of the structure to be repaired or reinforced, and the multilayer reinforced fiber sheet according to any one of claims 1 to 9 is attached and repaired / reinforced. Repair or reinforcement method.
【請求項11】前記構造物がコンクリート構造物である
ことを特徴とする請求項10に記載の構造物の補修また
は補強方法。
11. The method for repairing or reinforcing a structure according to claim 10, wherein said structure is a concrete structure.
JP26132898A 1998-09-16 1998-09-16 Multilayer reinforced fiber sheet and structure repair / reinforcement method Expired - Fee Related JP4078726B2 (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
JP26132898A JP4078726B2 (en) 1998-09-16 1998-09-16 Multilayer reinforced fiber sheet and structure repair / reinforcement method

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JP4078726B2 JP4078726B2 (en) 2008-04-23

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Country Link
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002096413A (en) * 2000-09-21 2002-04-02 Toray Ind Inc Composite reinforced fiber base material and preform
JP2003019763A (en) * 2001-07-06 2003-01-21 Toray Ind Inc Preform, molding method, carbon fiber-reinforced plastic and aircraft structural member
JP2004314315A (en) * 2003-04-11 2004-11-11 Toray Ind Inc Thin panel made of frp and its manufacturing method
KR20150073884A (en) * 2013-11-15 2015-07-01 하타 다테아미 가부시키가이샤 Reinforced thermoplastic resin sheet material and process for producing the same
JP2018066074A (en) * 2016-10-17 2018-04-26 株式会社Shindo Unidirectional fiber-reinforced sheet

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Publication number Priority date Publication date Assignee Title
DE102017203042A1 (en) * 2017-02-24 2018-08-30 Robert Bosch Gmbh transducer

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002096413A (en) * 2000-09-21 2002-04-02 Toray Ind Inc Composite reinforced fiber base material and preform
JP4517483B2 (en) * 2000-09-21 2010-08-04 東レ株式会社 Composite reinforcing fiber substrate and preform
JP2003019763A (en) * 2001-07-06 2003-01-21 Toray Ind Inc Preform, molding method, carbon fiber-reinforced plastic and aircraft structural member
JP2004314315A (en) * 2003-04-11 2004-11-11 Toray Ind Inc Thin panel made of frp and its manufacturing method
KR20150073884A (en) * 2013-11-15 2015-07-01 하타 다테아미 가부시키가이샤 Reinforced thermoplastic resin sheet material and process for producing the same
KR101688717B1 (en) 2013-11-15 2016-12-21 하타 다테아미 가부시키가이샤 Reinforced thermoplastic resin sheet material and process for producing the same
JP2018066074A (en) * 2016-10-17 2018-04-26 株式会社Shindo Unidirectional fiber-reinforced sheet

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