JP2001146815A - Fiber sheet for reinforcement - Google Patents
Fiber sheet for reinforcementInfo
- Publication number
- JP2001146815A JP2001146815A JP33257399A JP33257399A JP2001146815A JP 2001146815 A JP2001146815 A JP 2001146815A JP 33257399 A JP33257399 A JP 33257399A JP 33257399 A JP33257399 A JP 33257399A JP 2001146815 A JP2001146815 A JP 2001146815A
- Authority
- JP
- Japan
- Prior art keywords
- weft
- warp
- fiber sheet
- dtex
- 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.)
- Granted
Links
Landscapes
- Reinforcement Elements For Buildings (AREA)
- Woven Fabrics (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は補強用繊維シートに
関し、さらに詳細には道路の床盤や橋脚、建物などのコ
ンクリート構造物、及び灯台や煙突など石や煉瓦による
建造物の高耐力二方向補強用繊維シートに関するもので
ある。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing fiber sheet, and more particularly, to a high strength bi-directional structure of a concrete structure such as a floor slab, a pier or a building, and a stone or brick such as a lighthouse or a chimney. The present invention relates to a reinforcing fiber sheet.
【0002】[0002]
【従来の技術】一般道路や高速道路などコンクリート製
の構造物は多数存在するが、地震による破壊に対する耐
震補強や、交通量の増加による耐久性の改善などの必要
性が生じている。2. Description of the Related Art Although there are many concrete structures such as general roads and highways, there is a need for seismic reinforcement against destruction due to an earthquake and improvement in durability due to an increase in traffic volume.
【0003】また、歴史的建造物である石造りの灯台や
煉瓦製の建物、さらにコンクリートや煉瓦製の煙突な
ど、寿命の延長や耐震補強の必要な構造物がある。In addition, there are structures such as stone lighthouses and brick buildings, which are historic buildings, and chimneys made of concrete and bricks, which require a prolonged life and seismic reinforcement.
【0004】それらの補強方法は、たとえば鉄道高架な
どコンクリート柱の補強にはコンクリート面を鉄板で覆
う方法や、アラミド繊維や炭素繊維などの補強繊維シー
トを構造物の壁面に樹脂で貼り付け、もしくは巻き付け
て補強、補修する方法などがある。In order to reinforce concrete columns such as railway overpasses, for example, a concrete surface is covered with an iron plate, a reinforcing fiber sheet such as aramid fiber or carbon fiber is stuck to the wall surface of the structure with a resin, or There is a method of winding and reinforcing and repairing.
【0005】鋼板で覆う方法は、重い鋼板を扱うために
施工には重機や、頑丈な足場が必要で大がかりな工事と
なる。アラミド繊維や炭素繊維などの補強繊維シートを
巻き付ける方法は、重量物を扱う必要が無いので、重機
や大がかりな足場の必要が無く施工が簡単で、また狭い
ところでの施工も容易にできる利点がある。[0005] The method of covering with a steel plate requires a heavy machine and a strong scaffold to handle heavy steel plates, which is a large-scale construction. The method of wrapping a reinforcing fiber sheet such as aramid fiber or carbon fiber has the advantage that there is no need to handle heavy objects, so there is no need for heavy equipment and large-scale scaffolding, and construction is easy, and construction in narrow spaces is also easy. .
【0006】特開平5−332031号公報には、多数
本の炭素繊維に樹脂含浸させることにより一方向に配列
した繊維補強シートを、柱に一層ずつ巻き付ける方法が
提案されている。[0006] Japanese Patent Application Laid-Open No. Hei 5-332030 proposes a method in which a plurality of carbon fibers are impregnated with a resin and a fiber-reinforced sheet arranged in one direction is wound one by one around a pillar.
【0007】壁面や床盤などで二方向の補強をこのよう
な一方向シートで行う場合、少なくともたて方向とよこ
方向の二回の貼り付け作業が必要で効率的でない。[0007] In the case where such a unidirectional sheet is used to reinforce a wall or a floor panel in two directions, at least two sticking operations in a vertical direction and a horizontal direction are required, which is not efficient.
【0008】特開平8−218645号公報には、長さ
方向にコンクリートより引っ張り強度が大きい繊維を、
幅方向に長さ方向より引っ張り弾性率の高い繊維を用い
て編織した補強用テープが提案されている。[0008] JP-A-8-218645 discloses a fiber having a tensile strength greater than that of concrete in the length direction.
Reinforcing tapes woven using fibers having a higher tensile modulus in the width direction than in the length direction have been proposed.
【0009】特開平6−288099号公報には、炭素
繊維などの補強用繊維を平織組織で長尺の布状に製織し
てこれをコンクリート構造物に巻き付け、含浸させた樹
脂を硬化して補強する方法が提案されている。Japanese Patent Application Laid-Open No. 6-288099 discloses that reinforcing fibers such as carbon fibers are woven into a long cloth with a plain weave structure, wound around a concrete structure, and the impregnated resin is cured and reinforced. A way to do that has been proposed.
【0010】これらの、たておよびよこ方向に補強繊維
を用いた二方向シートによる補強方法は、一方向シート
に比べ作業が効率的であり、一方向シートを用いるより
優れている。しかし、同公報には補強シートの耐力(引
っ張り強さ)や積層枚数、及び補強用繊維シートとして
重要な樹脂含浸性については何ら述べられていない。ま
た平織りの高耐力の織物は、太い繊度の糸を用いるため
構成する糸の拘束割合が高く樹脂の含浸性が劣り、高強
度の補強シートとして適していない。The reinforcing method using a bidirectional sheet using reinforcing fibers in the vertical and horizontal directions is more efficient in operation than a unidirectional sheet, and is superior to using a unidirectional sheet. However, the publication does not disclose the proof stress (tensile strength) of the reinforcing sheet, the number of laminated sheets, and the resin impregnating property which is important as a reinforcing fiber sheet. Further, a plain woven fabric having a high yield strength uses a yarn with a large fineness, so that the ratio of the constituent yarns is high and the impregnating property of the resin is inferior, so that it is not suitable as a high-strength reinforcing sheet.
【0011】特開平10−37051号公報には、補強
繊維が並列に配列された繊維群を一単位として、それが
間隔を持ってたて、よこに配列され、それらを補助繊維
によって結束した、いわゆる経て編み組織による二方向
補強繊維シートが提案されている。この方法は、たて・
よこに配列された補強繊維を補助繊維によって結束して
いるのみであり、たて・よこ糸が互いに交錯していない
ので、たて・よこ糸間の層間の結合が十分でなく、道路
床盤のような高耐力の必要とされる用途には問題があ
る。Japanese Patent Application Laid-Open No. Hei 10-37051 discloses that a fiber group in which reinforcing fibers are arranged in parallel is taken as one unit, which is arranged side by side at intervals, and bound by auxiliary fibers. A bidirectional reinforcing fiber sheet with a so-called warp knitting structure has been proposed. This method is
Since only the reinforcing fibers arranged in the weft are bound by the auxiliary fibers, and the warp and weft are not interlaced with each other, the bonding between the layers between the warp and weft is not sufficient, and it is like a road floor. There is a problem in applications requiring a high yield strength.
【0012】一般に道路の床盤や柱、灯台などの補強用
繊維シートは、高強度の補強が必要である。その補強
は、低い耐力の繊維シートを用いる場合は何層にも積層
することによって達成されるが、二方向繊維シートであ
っても、何層もの繊維シートを貼り付けることは作業性
において効率的でないし、積層シート毎のシートの積層
状態や樹脂の含浸性などにバラツキが生じるおそれがあ
る。また、多くの作業時間が必要になる。In general, reinforcing fiber sheets for floors, columns, lighthouses and the like of roads require high-strength reinforcement. The reinforcement is achieved by laminating as many layers as possible when using a fiber sheet with low proof stress, but even in the case of a bidirectional fiber sheet, it is efficient in terms of workability to attach multiple layers of fiber sheets. However, there is a possibility that the laminated state of each laminated sheet or the impregnation of the resin may vary. Also, much work time is required.
【0013】高耐力の繊維シートを用いることによって
これらの作業性や作業効率を改善することができる。By using a fiber sheet having a high yield strength, the workability and work efficiency can be improved.
【0014】特に高架道路の床盤補強のように、自動車
の走行面ではなく床盤の下面に繊維補強シートを樹脂で
積層するような場合は、足場を組んで作業者はその上に
乗り上を向いて積層作業をせねばならない。すなわち下
から上を向いて天井面に積層作業をする作業内容にな
る。このような困難な作業においては、1枚の繊維シー
トで補強が完了することが望ましいが、そのためには高
耐力の補強用繊維シートが必要である。In particular, when a fiber reinforced sheet is laminated with resin on the lower surface of the floor, not on the running surface of the vehicle, as in the case of reinforcing the floor of an elevated road, the worker climbs on the scaffold. It is necessary to face the stacking work. In other words, the work content is such that the stacking work is performed on the ceiling surface from the bottom upward. In such a difficult operation, it is desirable that the reinforcement be completed with one fiber sheet, but a reinforcing fiber sheet having a high yield strength is required for that purpose.
【0015】高耐力補強用繊維シートは、それに用いる
繊維の単位幅あたりの繊維密度を高くすることによって
得られるが、単位幅あたりの繊維密度を多くすると繊維
間の空間が少なくなり樹脂の含浸性が損なわれ、繊維シ
ートと補強される構造物の積層面との接着力が低下し十
分な補強がされないことになる。特に平織りのように、
たて・よこ糸の交錯点の多い織物は、高耐力シートにお
いては樹脂の含浸性に問題を生じる。[0015] A fiber sheet for reinforcing high-strength fibers can be obtained by increasing the fiber density per unit width of the fibers used in the fiber sheet. Is impaired, the adhesive strength between the fiber sheet and the laminated surface of the structure to be reinforced is reduced, and sufficient reinforcement is not achieved. Especially like plain weave,
A woven fabric having many warp / weft intersecting points causes a problem in resin impregnation in a high-strength sheet.
【0016】例えば高架道路の床盤補強においては、耐
力35トン/m以上の繊維補強層を必要とするが、一層
の補強で目的を達成できる高耐力で樹脂含浸性の良い二
方向補強用繊維シートは無かった。For example, in the reinforcement of the floor of an elevated road, a fiber reinforcing layer having a proof strength of 35 tons / m or more is required. There were no sheets.
【0017】[0017]
【発明が解決しようとする課題】本発明の課題は、上記
従来技術の有する問題点を解消し、コンクリートや石、
煉瓦製の橋梁、道路、灯台、煙突、建物などの建造物の
床盤や壁面の補強をするために、補強耐力が高く、樹脂
含浸性が良好であり、施工時の取り扱い性の良い高耐力
二軸補強用繊維シートを提供することにある。SUMMARY OF THE INVENTION An object of the present invention is to solve the above-mentioned problems of the prior art and to solve the problems of concrete and stone,
High reinforcement strength, good resin impregnation, and good handleability during construction to reinforce flooring and walls of buildings such as brick bridges, roads, lighthouses, chimneys, buildings, etc. An object of the present invention is to provide a biaxial reinforcing fiber sheet.
【0018】[0018]
【課題を解決するための手段】本発明はつぎの手段を用
いることにより上記問題を解決したものである。The present invention has solved the above-mentioned problems by using the following means.
【0019】(1)引っ張り強度が16cN/dtex
以上の高強度繊維からなる織物からなり、下記式(a)
で示す織物カバーファクター(Cf)が800〜150
0であり、下記式(b)で示す交錯率(Ct)が10〜
30(%)であり、かつ通気性が5〜20(cm3/c
m2・Sec)であり、たて方向およびよこ方向の耐力
がそれぞれ少なくとも35(トン/m)であることを特
徴とする補強用繊維シート。(1) Tensile strength is 16 cN / dtex
It consists of a woven fabric comprising the above high-strength fibers, and has the following formula (a)
The woven fabric cover factor (Cf) is 800 to 150
0, and the crossing rate (Ct) represented by the following formula (b) is 10 to 10.
30 (%) and air permeability of 5 to 20 (cm 3 / c
m 2 · Sec), and the proof stress in the vertical direction and the horizontal direction is at least 35 (ton / m), respectively.
【0020】 Cf=(Dw)1/2×Nw+(Df)1/2×Nf −−−−(a) Cf:織物カバーファクター Dw:たて糸繊度(dtex) Df:よこ糸繊度(dtex) Nw:たて糸密度(本/cm) Nf:よこ糸密度(本/cm) Ct=(i×100)/(i+y) −−−−−−−−−(b) Ct:交錯率(%) i :完全組織のたて・よこ交錯数 y :完全組織のたて糸本数 (2)下記式(c)で示すたて糸およびよこ糸の撚り係
数が4000以下であることを特徴とする前記(1)に
記載の補強用繊維シート。Cf = (Dw) 1/2 × Nw + (Df) 1/2 × Nf --- (a) Cf: Fabric cover factor Dw: Warp fineness (dtex) Df: Weft fineness (dtex) Nw: Warp yarn Density (lines / cm) Nf: Weft density (lines / cm) Ct = (i × 100) / (i + y) Ct: Interlacing rate (%) i: Complete texture Warp / weft intersecting number y: number of warp yarns of perfect structure (2) The twist coefficient of the warp yarn and the weft yarn represented by the following formula (c) is 4000 or less, and the reinforcing fiber sheet according to the above (1), .
【0021】 K=T(D)1/2 −−−−−−−−−−−−−−−(c) K;撚り係数 T:ヨリ数 (回/m) D:繊度(dtex) (3)たて糸およびよこ糸の繊度がそれぞれ1500〜
5000(dtex)であることを特徴とする前記
(1)または(2)に記載の補強用繊維シート。K = T (D) 1/2 −−−−−−−−−−−−− (c) K: twist coefficient T: number of twists (times / m) D: fineness (dtex) ( 3) The fineness of the warp yarn and the weft yarn is 1500 to 150 respectively.
The reinforcing fiber sheet according to the above (1) or (2), which is 5000 (dtex).
【0022】(4)高強度繊維がパラ系アラミド繊維で
あることを特徴とする前記(1)〜(3)のいずれかに
記載の補強用繊維シート。(4) The reinforcing fiber sheet according to any one of (1) to (3), wherein the high-strength fiber is a para-aramid fiber.
【0023】(5)パラ系アラミド繊維がポリパラフェ
ニレンテレフタルアミドであることを特徴とする前記
(1)〜(4)のいずれかに記載の補強用繊維シート。(5) The reinforcing fiber sheet according to any one of (1) to (4), wherein the para-aramid fiber is polyparaphenylene terephthalamide.
【0024】[0024]
【発明の実施の形態】本発明は、たて糸とよこ糸が交錯
している織物であるので、構造的にたて、よこ糸が一体
となっており、たて・よこ糸間での剥離のない高強度の
補強用繊維シートである。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention is a woven fabric in which warp yarns and weft yarns are interlaced, so that the warp and the weft yarns are structurally integrated and have high strength without peeling between the warp and the weft yarns. Is a reinforcing fiber sheet.
【0025】本発明の補強用繊維シートに用いる高強度
繊維は、高耐力繊維シートを得る上で、引っ張り強度1
6cN/dtex以上の繊維を採用する。The high-strength fiber used in the reinforcing fiber sheet of the present invention has a tensile strength of 1 to obtain a high-strength fiber sheet.
Use a fiber of 6 cN / dtex or more.
【0026】本発明で使用する高強度繊維は、有機繊維
では、パラ系アラミド繊維、高分子量ポリエチレン繊
維、ポリアリレート繊維、PBO(ポリベンゾビスオキ
サゾール)繊維、などがあげられる。パラ系アラミド繊
維には、ポリパラフェニレンテレフタルアミド繊維やコ
ポリパラフェニレン−3、4’−オキシジフェニレンテ
レフタルアミド繊維などがある。無機繊維では、炭素繊
維やステンレス繊維、ガラス繊維などがあるが、しなや
かさ、軽さ、摩擦などによる繊維破損が起きにくく、ま
た補強用繊維シートからちぎれた繊維毛羽による皮膚へ
の刺激が無いなど、施工現場での取り扱いのし易さか
ら、有機繊維が望ましい。The high-strength fiber used in the present invention includes, as organic fibers, para-aramid fibers, high-molecular-weight polyethylene fibers, polyarylate fibers, PBO (polybenzobisoxazole) fibers, and the like. Examples of the para-aramid fiber include polyparaphenylene terephthalamide fiber and copolyparaphenylene-3,4'-oxydiphenylene terephthalamide fiber. Inorganic fibers include carbon fiber, stainless steel fiber, glass fiber, etc., but suppleness, lightness, fiber breakage due to friction, etc. are unlikely to occur, and there is no irritation to the skin due to fiber fluff broken off from the reinforcing fiber sheet Organic fibers are preferred because they are easy to handle at construction sites.
【0027】特に単糸繊度0.5dtexから5dte
xのパラ系アラミド繊維が、樹脂含浸のし易さ、施工現
場での裁断などの取り扱いのし易さにおいて望ましい。
中でもポリパラフェニレンテレフタルアミド繊維(東レ
・デュポン社製商品名”ケブラー”)が、強度だけでな
く高弾性率である点で特に好ましい。In particular, the fineness of a single yarn is from 0.5 dtex to 5 dte.
The para-aramid fiber x is desirable in terms of ease of resin impregnation and ease of handling such as cutting at a construction site.
Among them, polyparaphenylene terephthalamide fiber (trade name “Kevlar” manufactured by Du Pont-Toray Co., Ltd.) is particularly preferable because it has high elasticity as well as strength.
【0028】糸または繊維の太さをdtex(デシテッ
クス)で表す。長さL(m)の糸または繊維の重量をW
(g)とすると、糸または繊維の太さD(dtex)
は、D=(W/L)x10000である。数値が大きい
ほど糸が太いことを示す。The thickness of the yarn or fiber is represented by dtex (decitex). The weight of a yarn or fiber of length L (m)
(G), the thickness D (dtex) of the thread or fiber
Is D = (W / L) × 10000. The larger the value, the thicker the yarn.
【0029】織物カバーファクター(Cf)はつぎの式
(a)で計算され、織物を構成するたて糸とよこ糸がそ
の投影面をカバーしている程度をあらわす。The woven fabric cover factor (Cf) is calculated by the following equation (a) and represents the degree to which the warp and weft constituting the woven fabric cover the projection surface.
【0030】 Cf=(Dw)1/2×Nw+(Df)1/2×Nf −−−−(a) Cf:織物カバーファクター Dw:たて糸繊度(dtex) Df:よこ糸繊度(dtex) Nw:たて糸密度(本/cm) Nf:よこ糸密度(本/cm) 織物カバーファクター(Cf)が高い程、織物を構成す
る繊維密度は高い。従って、同じ太さの糸の織物で比較
した場合、織物カバーファクターが高いほど高耐力の補
強用繊維シートが得られる。繊維工学IV(日本繊維機械
学会1988年12月発行)P168によれば、一般に
フィラメント織物のカバーファクターは、繊度がデニー
ル表示の場合において、300〜700の範囲にあるも
のが多い。繊度をdtexに換算すると、同カバーファ
クターは316〜738の範囲となる。Cf = (Dw) 1/2 × Nw + (Df) 1/2 × Nf --- (a) Cf: Fabric cover factor Dw: Warp fineness (dtex) Df: Weft fineness (dtex) Nw: Warp Density (lines / cm) Nf: Weft density (lines / cm) The higher the woven fabric cover factor (Cf), the higher the density of fibers constituting the woven fabric. Therefore, when compared with a woven fabric having the same thickness, a reinforcing fiber sheet having a higher yield strength can be obtained as the woven fabric cover factor increases. According to Textile Engineering IV (published by the Japan Society of Textile Machinery, December 1988), page 168, the cover factor of a filament fabric is generally in the range of 300 to 700 when the fineness is expressed in denier. When the fineness is converted into dtex, the cover factor is in the range of 316 to 738.
【0031】本発明では、高耐力の織物を得るために繊
維密度を高くすることが必要であり、通常の織物と異な
り織物カバーファクターは800以上であり通常のフィ
ラメント織物とは異なる。In the present invention, it is necessary to increase the fiber density in order to obtain a woven fabric having a high yield strength. Unlike a normal woven fabric, the woven fabric cover factor is 800 or more, which is different from a normal filament woven fabric.
【0032】樹脂を含浸させて構造物を補強する補強用
繊維シートにおいては、樹脂の含浸のし易さは補強の効
果において、また施工作業の効率において重要である。In a reinforcing fiber sheet in which a structure is reinforced by impregnation with a resin, the ease of impregnation with the resin is important for the effect of reinforcement and the efficiency of construction work.
【0033】樹脂の含浸性は、織物を構成するたて・よ
こ糸の密度と、たて・よこ糸が互いに相手を拘束する割
合に影響される。たて・よこ糸の密度が少ないほど糸−
糸間の空間が多く樹脂の含浸性は良い。しかしながら、
高い織物引っ張り強度を得るためには、たて・よこ糸密
度を高くしなければならないが、それは樹脂含浸性の向
上とは相反する。本発明では織物カバーファクターは8
00以上である。ここで、たて・よこ糸の拘束割合を少
なくする織物組織を工夫することによって高い耐力を持
ち、より良好な樹脂含浸性を備えた補強用繊維シートが
得られるのである。The impregnating property of the resin is affected by the density of the warp / weft constituting the fabric and the ratio of the warp / weft binding each other. The lower the density of warp and weft, the more the yarn-
There are many spaces between the yarns and the resin impregnation is good. However,
In order to obtain a high tensile strength of the fabric, the warp / weft density must be increased, which is contrary to the improvement of the resin impregnation. In the present invention, the fabric cover factor is 8
00 or more. Here, by devising a woven fabric structure that reduces the warp / weft restraining ratio, a reinforcing fiber sheet having high yield strength and better resin impregnation properties can be obtained.
【0034】単位織物幅あたりの、製織可能なたて、よ
こ糸の最大本数を最大織り密度という。The maximum number of warp and weft yarns that can be woven per unit fabric width is called the maximum weaving density.
【0035】織物の最大織り密度は、糸の太さと織物組
織によって異なる。糸繊度が細いほど、多くの糸を配列
することができるので最大織り密度は大きくなる。しか
しながら糸繊度が細いと織物としての強力を高くするこ
とはできないので、本発明の補強用繊維シートの糸繊度
は、細さにおいて限度があり、1500(dtex)以
上が望ましい。The maximum weaving density of the woven fabric depends on the thickness of the yarn and the weave structure. The finer the yarn fineness, the more yarns can be arranged, and the higher the maximum weaving density. However, if the fiber fineness is too small, the strength as a woven fabric cannot be increased. Therefore, the fiber fineness of the reinforcing fiber sheet of the present invention is limited in its fineness, and is preferably 1500 (dtex) or more.
【0036】たて・よこ糸の交錯割合の少ない織物組織
ほど、たて・よこ糸を互いに拘束しないので、織物の単
位幅あたりのたて・よこ糸を多く配列することができ、
最大織り密度を高くすることができる。従って、たて・
よこ糸の交錯割合の少ない織物組織は、織物のカバーフ
ァクターを高くできる。The lower the warp / weft crossing ratio, the more the warp / weft is not constrained to each other, so that more warp / weft per unit width of the fabric can be arranged.
The maximum weaving density can be increased. Therefore,
A woven structure with a low weft crossing ratio can increase the cover factor of the woven fabric.
【0037】本発明の補強用繊維シートの織物カバーフ
ァクターは、800〜1600であり、望ましくは、9
00〜1500である。織物カバーファクターが800
未満では高耐力繊維シートが得られないし、1600を
越えるとたて・よこ糸の交錯数が極端に少ない織物組織
となり現実的でない。The reinforcing fiber sheet of the present invention has a woven fabric cover factor of 800 to 1600, preferably 9 to 1600.
00 to 1500. Fabric cover factor is 800
If it is less than 1600, a high yield strength fiber sheet cannot be obtained, and if it exceeds 1600, the number of warp and weft yarns becomes extremely small, resulting in a woven structure, which is not realistic.
【0038】つぎに織物組織と、たて・よこ糸が互いに
拘束する割合について説明する。Next, a description will be given of the ratio at which the fabric structure and the warp / weft bind to each other.
【0039】前記、繊維工学(IV)P142、1.5”
織物組織と種類”に織物の組織と種類及び織物組織の最
小単位である完全組織と、その表し方である意匠図につ
いて説明されている。ここでは織物の完全組織と意匠図
の表し方を前記文献に従う。織物はたて糸とよこ糸が交
錯して形成される。よこ糸の上にたて糸が配置されるこ
とを”浮き”という。方眼紙(意匠紙)を用い、つぎの
ように織物組織を表す。縦線の間は一本のたて糸を、横
線間は一本のよこ糸を表し、方眼の一目はたてよこ糸の
交錯点になる。たて糸がよこ糸の上に浮いているところ
を、意匠紙の方眼の一目をぬりつぶして表現し、織物組
織を表す。The above-mentioned textile engineering (IV) P142, 1.5 ″
"Textile structure and type" describes the structure and type of the fabric and the complete structure which is the minimum unit of the fabric structure, and the design diagram which is the expression method. According to the literature, the woven fabric is formed by interlacing the warp and the weft.The arrangement of the warp on the weft is called "floating" .The fabric is expressed as follows using grid paper (design paper). One warp is shown between the vertical lines and one weft is shown between the horizontal lines, and the first point of the grid is the intersection of the warp yarns. The first glance is painted out to represent the fabric structure.
【0040】図1はたて糸とよこ糸が交錯して平織りの
織物組織を構成していることを示す。よこ糸の上にたて
糸が配置されることを”浮き”という。よこ糸の下にた
て糸が配置されることを”沈み”という。平織り組織
は、浮きと沈みが交互に配置されて作られる。図2は平
織りの組織図である。ます目の中に浮きの部分を黒く塗
りつぶすことによって織物組織を表している。図3は平
織りの組織の最小単位を示す。織物はこの最小単位の繰
り返しであり、これを完全組織という。FIG. 1 shows that warp yarns and weft yarns intersect to form a plain weave fabric structure. The arrangement of the warp on the weft is called "floating". The arrangement of the warp under the weft is called "sinking". Plain weave tissue is made up of alternating floats and sinks. FIG. 2 is an organization chart of plain weave. The woven structure is represented by blacking out the floating portions in the eyes. FIG. 3 shows the minimum unit of the plain weave structure. A woven fabric is a repetition of this minimum unit, which is called a complete structure.
【0041】図4は図1のA−A’断面の一部を示し、
図3のよこ糸1がたて糸a,bと交錯しているありさま
を示す。図4の中のx印はたて糸とよこ糸の交錯点を表
す。ここで、タテ糸とよこ糸の交錯している部分の割合
を交錯率(%)とし次式で計算する。FIG. 4 shows a part of a section taken along the line AA ′ of FIG.
FIG. 3 shows how the weft yarn 1 of FIG. 3 is crossed with the warp yarns a and b. The mark x in FIG. 4 indicates the intersection of the warp and the weft. Here, the ratio of the portion where the warp yarns and the weft yarns intersect is defined as the crossing rate (%) and calculated by the following equation.
【0042】Ct=(i×100)/(i+y) Ct:交錯率(%) i :完全組織のたて・よこ交錯数 y :完全組織のたて糸本数 交錯率Ctの数値が小さいほど、たて糸とよこ糸が交錯
する割合が少ないので、織物の単位幅あたりの糸本数
(糸密度)を多くすることができる。Ct = (i × 100) / (i + y) Ct: Crossing rate (%) i: Number of warps and wefts of perfect structure y: Number of warp yarns of perfect structure The smaller the numerical value of the crossing rate Ct, the more Since the weft yarn crossing rate is low, the number of yarns per unit width (yarn density) of the woven fabric can be increased.
【0043】平織りの場合は、Ct=(2×100)/
(2+2)=50(%)となる。In the case of plain weave, Ct = (2 × 100) /
(2 + 2) = 50 (%).
【0044】図5、図6は4枚朱子の組織図及びたて糸
よこ糸の交錯しているありさまを示す。FIGS. 5 and 6 show the organizational diagram of the four-colored satin and how the warp and weft are interlaced.
【0045】4枚朱子の交錯率Ct=(2×100)/
(2+4)=33.3(%)である。The crossing rate Ct of the four sheets of red Ct = (2 × 100) /
(2 + 4) = 33.3 (%).
【0046】図7、図8は2/2綾織りの組織図及びた
て糸よこ糸の交錯しているありさまを示す。FIGS. 7 and 8 show the organizational diagram of a 2/2 twill weave and how the warp and weft yarns intersect.
【0047】2/2綾織りの交錯率Ct=(2×10
0)/(2+4)=33.3(%)である。The crossover rate of 2/2 twill weave Ct = (2 × 10
0) / (2 + 4) = 33.3 (%).
【0048】複数の糸を一体となって組織させると、交
錯率が少なくなり最大織り密度を大きくすることができ
る。When a plurality of yarns are integrally structured, the crossing rate is reduced and the maximum weaving density can be increased.
【0049】図9は4x4バスケット組織である。たて
糸及びよこ糸のそれぞれ4本が一体となって平織りと同
じ組織を形作っている。図10は4x4バスケットのよ
こ糸1がたて糸と交錯しているありさまを示す。FIG. 9 is a 4 × 4 basket organization. Each of the four warp and weft yarns together forms the same weave as plain weave. FIG. 10 shows the weft 1 of a 4 × 4 basket interlaced with the warp.
【0050】4x4バスケットの交錯率Ct=(2×1
00)/(2+8)=20(%)である。The crossing ratio Ct of a 4 × 4 basket = (2 × 1
00) / (2 + 8) = 20 (%).
【0051】図11はたて糸及びよこ糸のそれぞれ2本
が一体となって図5と同じ様な4枚朱子を組織してい
る。これを「4枚朱子(2×2)」と表すことにする。
図12は4枚朱子(2×2)のよこ糸1がたて糸と交錯
しているありさまを示す。In FIG. 11, two warp yarns and two weft yarns are integrally formed to form a four-colored satin similar to that shown in FIG. This will be referred to as “four sheets of red (2 × 2)”.
FIG. 12 shows the manner in which four weft (1 × 2) weft yarns 1 are interlaced with warp yarns.
【0052】4枚朱子(2×2)の交錯率はCt=(2
×100)/(2+8)=20%である。The crossing rate of four pieces of red silk (2 × 2) is Ct = (2
(× 100) / (2 + 8) = 20%.
【0053】図13は、たて糸よこ糸それぞれ4本が一
体となって図5と同じ様な4枚朱子を組織している。こ
れを「4枚朱子(4×4)」と表すことにする。図14
は、4枚朱子(4×4)のよこ糸1がたて糸と交錯して
いるありさまを示す。In FIG. 13, four warp and weft yarns are integrally formed to form a four-sheet satin similar to that shown in FIG. This will be referred to as “four sheets of red (4 × 4)”. FIG.
Indicates that four weft (1 × 4) weft yarns 1 are interlaced with the warp yarns.
【0054】同組織の交錯率は、Ct=(2×100)
/(2+16)=11.1(%)である。The crossover rate of the same structure is Ct = (2 × 100)
/(2+16)=11.1 (%).
【0055】図15はたて糸よこ糸それぞれ4本が一体
となって図7と同じような2/2綾織りを組織してい
る。これを「2/2綾織り(4×4)」と表すことにす
る。In FIG. 15, four warp and weft yarns are integrated to form a 2/2 twill weave as in FIG. This will be referred to as “2/2 twill weave (4 × 4)”.
【0056】図16は、2/2綾織り(4×4)のよこ
糸1がたて糸と交錯しているありさまを示す。FIG. 16 shows how 2/2 twill (4 × 4) weft yarns 1 are interlaced with warp yarns.
【0057】同組織の交錯率は、Ct=(2×100)
/(2+16)=11.1(%)である。The crossover rate of the same structure is Ct = (2 × 100)
/(2+16)=11.1 (%).
【0058】同じ織物密度の織物で比較した場合、交錯
率(Ct)が低いほどたて・よこ糸の交錯する割合が少
なく、たて糸よこ糸が互いに拘束する割合が少ないので
樹脂の含浸性は良い。As compared with the woven fabrics having the same woven density, the lower the crossing ratio (Ct), the lower the ratio of warp / weft crossing, and the smaller the ratio of warp / weft binding to each other, the better the resin impregnation.
【0059】本発明の高耐力補強用繊維シートの交錯率
(Ct)は、10〜30(%)が望ましい。30(%)
を越えるとたて・よこ糸の交錯する割合が多く、高密度
織物が得られないし、樹脂含浸性が劣る。交錯率10
(%)未満では、たて・よこ糸の交錯する割合が極端に
少なく、そのため補強用繊維シートの取り扱いにおいて
たて・よこ糸がずれる「目ずれ」がおこりやすく本発明
に用いる織物組織として実用的でない。The crossover rate (Ct) of the high-strength reinforcing fiber sheet of the present invention is desirably 10 to 30 (%). 30 (%)
When the ratio exceeds the above, the warp / weft interlacing ratio is high, and a high-density woven fabric cannot be obtained, and the resin impregnation property is poor. Crossing rate 10
If it is less than (%), the warp / weft crossing rate is extremely small, and thus the misalignment of the warp / weft tends to occur in the handling of the reinforcing fiber sheet, which is not practical as a fabric structure used in the present invention. .
【0060】樹脂の含浸性は後述の方法で実際に補強用
繊維シートに樹脂を含浸させて、樹脂の含浸状態を観察
して判定する。また、通気性を測定して判断することも
できる。すなわち、通気性の高い補強用繊維シートは、
織物内の空隙が多いので樹脂含浸性も高い。The impregnating property of the resin is determined by actually impregnating the reinforcing fiber sheet with the resin by a method described later and observing the impregnation state of the resin. Alternatively, the determination can be made by measuring the air permeability. That is, the reinforcing fiber sheet having high air permeability is
Since there are many voids in the woven fabric, resin impregnation is also high.
【0061】補強用繊維シートとしては、JIS L−
1096 6.27A法による通気性が、5(cm3/
cm2・Sec)以上とするものであるが、6(cm3/
cm2・Sec)以上が望ましい。通気性が5(cm3/
cm2・Sec)未満の場合は、糸−糸間の空間が少な
いために樹脂の含浸性が悪く、補強面と補強用繊維シー
トの間で十分な接着力が得られないし、補強面と補強用
繊維シートの間に気泡が残り補強効果を低下させること
がある。As the reinforcing fiber sheet, JIS L-
1096 The air permeability by the 6.27A method is 5 (cm 3 /
cm 2 · Sec) or more, but 6 (cm 3 /
cm 2 · Sec) or more. 5 (cm 3 /
In the case of less than cm 2 · Sec), since the space between the yarns is small, the impregnating property of the resin is poor, and a sufficient adhesive force cannot be obtained between the reinforcing surface and the reinforcing fiber sheet. In some cases, air bubbles remain between the fiber sheets for use and the reinforcing effect is reduced.
【0062】本発明の補強用繊維シートは、樹脂含浸性
が良く、耐力35トン/m以上の二方向補強用繊維シー
トである。それ未満では、高い耐力を要求される道路の
床盤補強などにおいて、積層枚数が多くなり効率的でな
い。The reinforcing fiber sheet of the present invention is a bidirectional reinforcing fiber sheet having a good resin impregnation property and a proof stress of 35 tons / m or more. If it is less than this, the number of laminations is large and it is not efficient in reinforcing the floorboard of a road that requires a high proof stress.
【0063】たて・よこ糸の繊度は1500〜5000
(dtex)が好ましい。1500dtex以下では、
目的とする樹脂含浸性が良好でかつ高耐力の織物を得る
ことができない。5000dtexを越える糸は、この
種の太い糸で高い目付の織物を製織する場合使用される
レピア織機などの織機においても、よこ糸カットミス
や、レピアによるよこ糸の把持が不十分でよこ糸が糸割
れし、よこ糸を構成する繊維の一部がよこ糸挿入途上で
折り返し状態となって、織物として不具合を生じること
がある。The fineness of warp and weft is 1500 to 5000
(Dtex) is preferred. Below 1500 dtex,
The desired resin impregnating property cannot be obtained, and a high-yield woven fabric cannot be obtained. Yarns exceeding 5000 dtex may cause weft yarn cut errors or insufficient weft yarn gripping by the rapier even in looms such as rapier looms used when weaving high-weight fabrics with this kind of thick yarn. However, some of the fibers constituting the weft may be folded back during the insertion of the weft, causing a problem as a woven fabric.
【0064】糸の太さに関係なく、撚りの程度を表す数
値として、撚り係数(K)を用いる。The twist coefficient (K) is used as a numerical value representing the degree of twist regardless of the thickness of the yarn.
【0065】樹脂含浸性の面からは、たて糸およびよこ
糸に撚りを加えない方が望ましいが、製織性を考慮する
とたて糸に撚りを若干加えた方が、織物準備工程の整経
や製織時においてたて糸の毛羽立ちが少なく製織性が良
い。一方、糸に撚りを加えると、糸を構成する繊維の繊
維−繊維間の空間が減少し樹脂の含浸性を阻害し、織物
への樹脂含浸性を損なう。本発明の繊維補強シートは、
撚りの程度は少ない方が望ましいが、製織性を考慮し
て、たて糸およびよこ糸に次式で示す撚り係数K=40
00以下の撚りをかけることが望ましく、K=300〜
3000がより好ましい。ただし、製織可能であるなら
ば、タテ糸のより数は0であってもよい。よこ糸のより
数はK=0〜4000が好ましく、より好ましくはK=
0〜3000である。From the viewpoint of resin impregnation, it is desirable not to twist the warp yarn and the weft yarn. However, considering the weaving properties, it is better to add a little twist to the warp yarn during warping and weaving in the preparation step of the woven fabric. Less fuzz and good weaving. On the other hand, when twist is added to the yarn, the space between the fibers of the fibers constituting the yarn decreases, impairing the resin impregnating property, and impairing the resin impregnating property to the woven fabric. The fiber reinforced sheet of the present invention,
It is desirable that the degree of twist is small, but in consideration of the weaving property, the warp and weft have a twist coefficient K = 40 expressed by the following formula.
It is desirable to apply a twist of 00 or less, and K = 300 to
3000 is more preferred. However, if weaving is possible, the number of warp yarns may be zero. The number of weft threads is preferably K = 0 to 4000, more preferably K =
0 to 3000.
【0066】K=T(D)1/2 K:撚り係数 T:ヨリ数 (回/m) D:繊度(dtex)K = T (D) 1/2 K: Twist coefficient T: Twist number (times / m) D: Fineness (dtex)
【0067】[0067]
【実施例】以下実施例をあげて、本発明を具体的に説明
する。なお、補強用繊維シートの特性の評価は、つぎの
方法によって行った。 (1)繊維シートの耐力 つぎの方法により試験片を調整し、JIS K7073
「炭素繊維強化プラスチックの試験方法」に準拠して測
定した。測定値は、繊維シート幅1mの引っ張り強さに
換算し、繊維シートの耐力とした。EXAMPLES The present invention will be specifically described below with reference to examples. The properties of the reinforcing fiber sheet were evaluated by the following method. (1) Yield strength of fiber sheet A test piece was prepared according to the following method and was subjected to JIS K7073.
The measurement was carried out in accordance with the "Test method for carbon fiber reinforced plastic". The measured value was converted to the tensile strength of a fiber sheet having a width of 1 m, which was defined as the proof stress of the fiber sheet.
【0068】住友ゴム工業(株)のグリップボンドGB
−35(エポキシ系樹脂)を、主剤と硬化剤を仕様書に
従って混合し、離型フィルムの上に繊維シート目付量と
同重量の樹脂を下塗りし、その上に繊維シートを貼り付
けて繊維シートに樹脂を良く含浸させた後、繊維シート
の目付の4割の樹脂で上塗りして樹脂含浸試験片を作成
する。室温で数日放置し、樹脂の硬化を確認後フィルム
より樹脂含浸した繊維シートを取り出す。これを幅1
2.5mm、長さ200mmの試験片にカットし、つか
み間隔100mmで引っ張り試験をする。 (2)樹脂含浸性 住友ゴム工業(株)のグリップボンドGB−35(エポ
キシ系樹脂)を、主剤と硬化剤を仕様書に従って混合
し、離型フィルムの上に繊維シート目付量の1.4倍の
重量の樹脂を塗る。その上に20x20cmの繊維シー
トをのせ、幅10cmの金属ローラを用い、2kgの荷
重下で3回往復させた後、放置する。樹脂は、繊維シー
ト下側から表面に向かって浸み出し、シート表面が濡れ
たようになる。5分後にシート表面への樹脂含浸を観察
し、つぎのように判定する。Grip Bond GB of Sumitomo Rubber Industries, Ltd.
-35 (epoxy resin), a main agent and a curing agent are mixed in accordance with the specification, a resin of the same weight as the basis weight of the fiber sheet is undercoated on the release film, and the fiber sheet is stuck thereon. After the resin sheet is well impregnated, a resin impregnated test piece is prepared by overcoating with 40% of the basis weight of the fiber sheet. After leaving the resin at room temperature for several days to confirm the curing of the resin, the resin-impregnated fiber sheet is taken out of the film. This is width 1
The test piece is cut into a test piece having a length of 2.5 mm and a length of 200 mm, and a tensile test is performed at a grip distance of 100 mm. (2) Resin impregnating property The main agent and the curing agent are mixed with Grip Bond GB-35 (epoxy resin) of Sumitomo Rubber Industries, Ltd. according to the specification, and the fiber sheet weight per unit area is 1.4 on the release film. Apply twice the weight of resin. A 20 × 20 cm fiber sheet is placed thereon, and is reciprocated three times under a load of 2 kg using a metal roller having a width of 10 cm, and then left. The resin seeps out from the lower side of the fiber sheet toward the surface, and the sheet surface becomes wet. After 5 minutes, the impregnation of the sheet surface with the resin is observed, and the determination is made as follows.
【0069】 良 : シート表面への樹脂の浸み出しがシート表面の
80%以上 不可: シート表面への樹脂の浸み出しがシート表面の
80%以下 (3)通気性 JIS L−1096 6.27A法に
よった。Good: Leaching of resin to the sheet surface is 80% or more of the sheet surface. Impossible: Leaching of resin to the sheet surface is 80% or less of the sheet surface. (3) Air permeability JIS L-1096 According to the 27A method.
【0070】実施例1〜3 東レ・デュポン(株)製のポリパラフェニレンテレフタ
ルアミド繊維(引っ張り強度20.3cN/dtex、
引っ張り弾性率500cN/dtex、単糸繊維2.1
3dtex、商品名;ケブラー)の糸条3160dte
xに50(回/m)の撚りを加えて、たて糸及びよこ糸
とした。この撚り糸の撚り係数は、K=2810であ
る。レピア織機によって、織物組織4×4バスケットと
4枚朱子(2×2)及び4枚朱子(4×4)を製織し
た。Examples 1 to 3 Polyparaphenylene terephthalamide fiber manufactured by Toray DuPont (having a tensile strength of 20.3 cN / dtex,
Tensile modulus 500 cN / dtex, single fiber 2.1
3dtex, trade name; Kevlar) yarn 3160dte
A twist of 50 (times / m) was added to x to obtain a warp and a weft. The twist coefficient of this twisted yarn is K = 2810. A rapier loom was used to weave a 4 × 4 woven fabric basket, 4 satin (2 × 2) and 4 satin (4 × 4).
【0071】これらの織物の通気性はそれぞれ7.0,
5.3,10.3(cm3/cm2・Sec)で樹脂含浸
性が良く、高耐力の二方向繊維シートとして申し分の無
いものであった。The air permeability of these fabrics is 7.0, respectively.
At 5.3, 10.3 (cm 3 / cm 2 · Sec), the resin impregnating property was good, and it was a satisfactory two-way fiber sheet with high yield strength.
【0072】比較例1〜3 実施例1と同じ仕様の糸を用い、平織り、2×2バスケ
ット、4枚朱子の織物組織で最大織物密度によって製織
した。これらの織物組織の交錯率は30%以上で、通気
性はそれぞれ0.7,1.5,1,7と低く、樹脂含浸
性は悪かった。Comparative Examples 1 to 3 The yarns having the same specifications as in Example 1 were woven with a plain weave, a 2 × 2 basket, and a four-sheet satin weave at the maximum fabric density. The crossover rate of these fabric structures was 30% or more, the air permeability was as low as 0.7, 1.5, 1, 7 respectively, and the resin impregnation was poor.
【0073】実施例4 実施例1と同じ仕様の糸を用
い、2/2綾織り(4×4)を最大織物密度で製織し
た。織物カバーファクターが1417と高く、58トン
/mの高い耐力の繊維補強シートが得られた。通気性は
10.5で樹脂含浸性も良好であった。Example 4 Using a yarn having the same specifications as in Example 1, a 2/2 twill weave (4 × 4) was woven at the maximum fabric density. The woven fabric cover factor was as high as 1417, and a fiber reinforced sheet with a high yield strength of 58 tons / m was obtained. The gas permeability was 10.5, and the resin impregnation property was also good.
【0074】比較例4 実施例4と同じ仕様のたて・よこ糸を用い、2/2綾織
り(5×5)を製織した。樹脂含浸性が良好な60トン
/mの高耐力の繊維シートが得られた。しかし、交錯率
が9.1(%)で織物構造がルーズなため、最大織物密
度で製織したにも拘わらず、取り扱い中に織物のたて・
よこ糸がずれる目ずれが生じるので、施工作業に支障を
きたし、また補強ムラとなるので樹脂補強繊維シートと
しては不適当であった。Comparative Example 4 A 2/2 twill weave (5 × 5) was woven using a warp / weft yarn having the same specifications as in Example 4. A fiber sheet having a high yield strength of 60 tons / m with good resin impregnation was obtained. However, since the crossover rate is 9.1 (%) and the woven structure is loose, the woven fabric is laid up during handling, even though it is woven at the maximum woven density.
Since the misalignment of the weft occurs, it hinders the construction work, and causes uneven reinforcement. Therefore, it is not suitable as a resin-reinforced fiber sheet.
【0075】実施例5 実施例1と同じ糸を用い、撚り係数のみ高い、K=56
20(撚り数100回/m)のたて・よこ糸を用いて4
×4バスケットを最大織り密度で製織した。通気性は
9.0で良好であったが、たて・よこ糸の撚りの程度が
高いため、樹脂含浸性はよくなかった。Example 5 Using the same yarn as in Example 1, only the twist coefficient was high, K = 56
20 (100 twists / m) warp / weft 4
× 4 baskets were woven at the maximum weave density. Although the air permeability was 9.0, which was good, the degree of twist of the warp / weft was high, so that the resin impregnation was not good.
【0076】実施例6 引っ張り強度と、引っ張り弾性率は実施例1と同じで、
単糸の繊度が1.58dtexのケブラー繊維糸条15
80dtexに70(回/m)の撚りを加えて、たて糸
及びよこ糸とした。この撚り糸の撚り係数は、K=27
82である。織物組織4枚朱子(4x4)で、最大織り
密度で製織した。樹脂含浸性は良好で、耐力は40トン
/mであった。Example 6 The tensile strength and the tensile modulus were the same as in Example 1.
Kevlar fiber yarn 15 having a single yarn fineness of 1.58 dtex
A twist of 70 (twice / m) was added to 80 dtex to obtain a warp and a weft. The twist coefficient of this twisted yarn is K = 27
82. The woven fabric was woven at a maximum weaving density of 4 satins (4 × 4). The resin impregnation property was good, and the yield strength was 40 tons / m.
【0077】比較例 実施例5と同じ仕様の糸条で8×8バスケットを最大織
り密度で製織した。耐力は35トン/mで、繊維補強シ
ートとして使用できるレベルであったが、通気性は3.
73で樹脂含浸性が悪く、繊維補強シートとして不適当
であった。この場合、織物密度を下げることにより樹脂
含浸性は、向上にすると考えられるが、同時に耐力も下
がるので繊維補強シートとして不適当なものになる。Comparative Example An 8 × 8 basket was woven at the maximum weaving density with the yarn having the same specifications as in Example 5. The yield strength was 35 tons / m, which was a level that could be used as a fiber reinforced sheet, but the air permeability was 3.
At 73, the resin impregnating property was poor, and was unsuitable as a fiber reinforced sheet. In this case, it is considered that the resin impregnating property is improved by lowering the fabric density, but at the same time, the proof stress is also reduced, so that it becomes unsuitable as a fiber reinforced sheet.
【0078】比較例6 実施例1で使用する原糸糸条を2本合わせて6320d
texとし、35.5(回/m)の撚りを加えてたて・
よこ糸とした。このときの撚り係数はK=2822であ
る。織物組織3×3バスケットで耐力70トン/mの繊
維シートの製織を試みた。Comparative Example 6 A total of 6320 d of the original yarns used in Example 1 was combined.
tex, 35.5 (twist / m) twist is added.
Weft. The twist coefficient at this time is K = 2822. Weaving of a fiber sheet having a proof strength of 70 tons / m was attempted using a 3 × 3 woven fabric basket.
【0079】しかし、よこ糸が太いため、レピア製織に
おけるステ耳のカットが正常でなく房耳の形状が著しく
不揃いであった。また、太いよこ糸全部をレピアがつか
むことができず、一部の繊維がレピアで把持されずよこ
糸挿入時に糸割れが発生し、その部分のよこ糸が一部折
り返し状態となり、製織できなかったので、通気性は測
定できなかった。However, since the weft yarn was thick, the cut of the stitch ear in rapier weaving was not normal, and the shape of the tuft was markedly irregular. Also, the rapier was unable to grip the entire thick weft yarn, some fibers were not gripped by the rapier, and a yarn crack occurred when the weft was inserted. Air permeability could not be measured.
【0080】以上の結果を表1〜表4に示す。The above results are shown in Tables 1 to 4.
【0081】[0081]
【表1】 [Table 1]
【0082】[0082]
【表2】 [Table 2]
【0083】[0083]
【表3】 [Table 3]
【0084】[0084]
【表4】 [Table 4]
【0085】[0085]
【発明の効果】本発明の高耐力二方向補強用繊維シート
は、高強力繊維をたて・よこ糸に用いた織物であり樹脂
含浸性に優れまた、耐力が高いので道路の床盤や橋脚、
建物などのコンクリート構造物、及び灯台や煙突など石
や煉瓦による建造物の補強に有用であり、効率的な補強
が行えるとともに施工時の取り扱い、軽量性にすぐれた
工業的価値の高いものである。The high-strength bidirectional reinforcing fiber sheet of the present invention is a woven fabric using high-strength fibers for warp and weft, and has excellent resin impregnating properties.
It is useful for reinforcement of concrete structures such as buildings, and buildings such as lighthouses and chimneys with stones and bricks. .
【図1】たて糸とよこ糸が交錯して平織りの織物組織を
構成していることを示す説明図である。FIG. 1 is an explanatory diagram showing that warp yarns and weft yarns intersect to form a plain weave fabric structure.
【図2】平織りの組織図である。FIG. 2 is an organization chart of a plain weave.
【図3】平織りの組織の完全組織図である。FIG. 3 is a complete organization chart of a plain weave organization.
【図4】図3の平織り組織の、よこ糸1がたて糸a,b
と交錯しているありさまを示す織物断面概略図である。4 is a plain weave of FIG.
FIG. 2 is a schematic cross-sectional view of a woven fabric showing a state where it is intersected with a woven fabric.
【図5】4枚朱子の完全組織図である。FIG. 5 is a complete organization chart of a four-sheet satin.
【図6】図5の4枚朱子のよこ糸1がたて糸と交錯して
いるありさまを示す織物断面概略図である。FIG. 6 is a schematic cross-sectional view of a woven fabric showing a state in which the four satin weft yarns 1 of FIG. 5 are interlaced with warp yarns.
【図7】2/2綾織りの完全組織図である。FIG. 7 is a complete organization diagram of a 2/2 twill weave.
【図8】図7の2/2綾織りの組織のよこ糸1がたて糸
と交錯しているありさまを示す織物断面概略図である。FIG. 8 is a schematic cross-sectional view of a woven fabric showing a state in which the weft yarn 1 having a 2/2 twill weave structure shown in FIG. 7 is crossed with a warp yarn.
【図9】4x4バスケットの完全組織図である。FIG. 9 is a complete organization chart of a 4 × 4 basket.
【図10】図9の4x4バスケットのよこ糸1がたて糸
と交錯しているありさまを示す織物断面概略図である。FIG. 10 is a schematic cross-sectional view of a woven fabric showing a state in which the weft yarns 1 of the 4 × 4 basket of FIG. 9 are interlaced with the warp yarns.
【図11】4枚朱子(2×2)の完全組織図である。FIG. 11 is a complete organization chart of four-colored satin (2 × 2).
【図12】図11の4枚朱子(2×2)のよこ糸1がた
て糸と交錯しているありさまを示す織物断面概略図であ
る。FIG. 12 is a schematic cross-sectional view of a woven fabric showing a state in which the weft 1 of the four-sheet satin (2 × 2) of FIG. 11 is crossed with the warp yarn.
【図13】4枚朱子(4x4)の完全組織図である。FIG. 13 is a complete organization chart of four-colored satin (4 × 4).
【図14】図13の4枚朱子(4×4)のよこ糸1がた
て糸と交錯しているありさまを示す織物断面概略図であ
る。FIG. 14 is a schematic cross-sectional view of a woven fabric showing a state in which the weft 1 of the four-sheet satin (4 × 4) of FIG. 13 is crossed with the warp yarn.
【図15】2/2綾織り(4×4)の完全組織図であ
る。FIG. 15 is a complete organization diagram of a 2/2 twill weave (4 × 4).
【図16】図16の2/2綾織り(4×4)のよこ糸1
がたて糸と交錯しているありさまを示す織物断面概略図
である。FIG. 16: 2/2 twill (4 × 4) weft 1 of FIG.
FIG. 3 is a schematic cross-sectional view of a woven fabric showing a state where a warp yarn is interlaced.
1,2,3・・組織図中のよこ糸 a,b,c・・組織図中のたて糸 x・・たて糸とよこ糸の交錯点 1, 2, 3 · · · weft in organization chart a, b, c · · · warp in organization chart x · · · intersection of warp and weft
───────────────────────────────────────────────────── フロントページの続き Fターム(参考) 2E164 AA05 CA01 CA17 CB01 4L048 AA25 AA48 AA51 AB11 AB12 AC09 BA01 BA02 CA01 CA11 CA15 DA30 DA41 EA00 EB00 ──────────────────────────────────────────────────続 き Continued on the front page F term (reference) 2E164 AA05 CA01 CA17 CB01 4L048 AA25 AA48 AA51 AB11 AB12 AC09 BA01 BA02 CA01 CA11 CA15 DA30 DA41 EA00 EB00
Claims (5)
高強度繊維からなる織物からなり、下記式(a)で示す
織物カバーファクター(Cf)が800〜1500であ
り、下記式(b)で示す交錯率(Ct)が10〜30
(%)であり、かつ通気性が5〜20(cm3/cm2・
Sec)であり、たて方向およびよこ方向の耐力がそれ
ぞれ少なくとも35(トン/m)であることを特徴とす
る補強用繊維シート。 Cf=(Dw)1/2×Nw+(Df)1/2×Nf −−−−(a) Cf:織物カバーファクター Dw:たて糸繊度(dtex) Df:よこ糸繊度(dtex) Nw:たて糸密度(本/cm) Nf:よこ糸密度(本/cm) Ct=(i×100)/(i+y) −−−−−−−−−(b) Ct:交錯率(%) i :完全組織のたて・よこ交錯数 y :完全組織のたて糸本数1. A fabric comprising a high-strength fiber having a tensile strength of 16 cN / dtex or more, a fabric cover factor (Cf) represented by the following formula (a) is 800 to 1500, and a crossing represented by the following formula (b): Rate (Ct) is 10 to 30
(%) And the air permeability is 5 to 20 (cm 3 / cm 2.
Sec), wherein the proof stress in the vertical direction and the horizontal direction is at least 35 (ton / m), respectively. Cf = (Dw) 1/2 × Nw + (Df) 1/2 × Nf --- (-) (a) Cf: Fabric cover factor Dw: Warp fineness (dtex) Df: Weft fineness (dtex) Nw: Warp yarn density (this / F) Nf: weft density (lines / cm) Ct = (i x 100) / (i + y)--------------------------------------------------------- Weft crossing number y: Number of warp yarns in perfect structure
撚り係数が4000以下であることを特徴とする請求項
1に記載の補強用繊維シート。 K=T(D)1/2 −−−−−−−−−−−−−−−(c) K;撚り係数 T:ヨリ数 (回/m) D:繊度(dtex)2. The reinforcing fiber sheet according to claim 1, wherein the warp and the weft represented by the following formula (c) have a twist coefficient of 4000 or less. K = T (D) 1/2 ---------------- (c) K; Twisting coefficient T: Twist number (times / m) D: Fineness (dtex)
00〜5000(dtex)であることを特徴とする請
求項1または2に記載の補強用繊維シート。3. A warp yarn and a weft yarn each having a fineness of 15
The reinforcing fiber sheet according to claim 1, wherein the number of the reinforcing fiber sheet is from 00 to 5000 (dtex).
とを特徴とする請求項1〜3のいずれかに記載の補強用
繊維シート。4. The reinforcing fiber sheet according to claim 1, wherein the high-strength fiber is a para-aramid fiber.
テレフタルアミドであることを特徴とする請求項1〜4
のいずれかに記載の補強用繊維シート。5. The para-aramid fiber is polyparaphenylene terephthalamide.
The reinforcing fiber sheet according to any one of the above.
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Cited By (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2003096715A (en) * | 2001-09-26 | 2003-04-03 | Sumitomo Rubber Ind Ltd | Method for reinforcing in-river concrete pier |
JP2006181875A (en) * | 2004-12-27 | 2006-07-13 | Nippon Steel Composite Co Ltd | Tubular liner |
JP2007523779A (en) * | 2004-02-25 | 2007-08-23 | ミリケン・アンド・カンパニー | Cloth reinforced cement |
JP2008007871A (en) * | 2006-06-28 | 2008-01-17 | Du Pont Toray Co Ltd | Reinforcing fiber sheet |
JP2011010669A (en) * | 2009-06-30 | 2011-01-20 | Iomic Inc | Golf club grip |
JP2013236935A (en) * | 2006-10-12 | 2013-11-28 | C R Bard Inc | Expansion type structure provided with braided layer |
JP2014088652A (en) * | 2012-10-05 | 2014-05-15 | Toyobo Co Ltd | Fiber sheet for reinforcement |
JP2020122575A (en) * | 2014-07-16 | 2020-08-13 | アシュ.エー.エフ | Self-lubricating composite friction part |
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Publication number | Priority date | Publication date | Assignee | Title |
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JP2003096715A (en) * | 2001-09-26 | 2003-04-03 | Sumitomo Rubber Ind Ltd | Method for reinforcing in-river concrete pier |
JP2007523779A (en) * | 2004-02-25 | 2007-08-23 | ミリケン・アンド・カンパニー | Cloth reinforced cement |
JP2006181875A (en) * | 2004-12-27 | 2006-07-13 | Nippon Steel Composite Co Ltd | Tubular liner |
JP2008007871A (en) * | 2006-06-28 | 2008-01-17 | Du Pont Toray Co Ltd | Reinforcing fiber sheet |
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JP2014088652A (en) * | 2012-10-05 | 2014-05-15 | Toyobo Co Ltd | Fiber sheet for reinforcement |
JP2020122575A (en) * | 2014-07-16 | 2020-08-13 | アシュ.エー.エフ | Self-lubricating composite friction part |
US11781594B2 (en) | 2014-07-16 | 2023-10-10 | Hydromecanique Et Frottement | Self-lubricating composite friction part |
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