JP2000167958A - Reinforced fiber sheet - Google Patents

Reinforced fiber sheet

Info

Publication number
JP2000167958A
JP2000167958A JP10351116A JP35111698A JP2000167958A JP 2000167958 A JP2000167958 A JP 2000167958A JP 10351116 A JP10351116 A JP 10351116A JP 35111698 A JP35111698 A JP 35111698A JP 2000167958 A JP2000167958 A JP 2000167958A
Authority
JP
Japan
Prior art keywords
warps
support
fiber
pitch
reinforcing
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10351116A
Other languages
Japanese (ja)
Inventor
Kenzou Ban
釼三 伴
Ikuo Yuki
育雄 幸
Takeshi Watanabe
武志 渡辺
Hironori Takeyama
宏規 武山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Mitsubishi Chemical Corp
Original Assignee
Mitsubishi Chemical Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Mitsubishi Chemical Corp filed Critical Mitsubishi Chemical Corp
Priority to JP10351116A priority Critical patent/JP2000167958A/en
Publication of JP2000167958A publication Critical patent/JP2000167958A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To enhance a developing ratio of a strength, to upgrade operability of a building site execution, and to shorten an executing time by adhering reinforcing fibers arranged in one direction to a support having intersecting pluralities of warps and wefts, and arranging the warps of the support at a specific pitch. SOLUTION: This reinforced fiber sheet is obtained by adhering reinforcing fibers arranged in one direction to a support having intersecting pluralities of warps and wefts. As the fibers, carbon fiber, aramid fiber, glass fiber or the like is used, but preferably the carbon fiber is used. As the support, a plurality of the warps of a reinforcing fiber direction and a plurality of the wefts perpendicular to the warps are arranged normally at a pitch of an equal interval. Intersections of the warps and the wefts are obtained by adhering them with an adhesive or arranging the one fibers of two at the same position and sandwiching the other yarns between the two yarns and twisting it to fix it. The warps of the support are arranged at a pitch of 25 mm or above.

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、高架道路の柱や橋
脚、煙突、高架道路の床版等の土木・建築構造物の補強
用として好適に用いられる強化繊維シートを提供する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention provides a reinforced fiber sheet suitably used for reinforcing civil engineering and building structures such as columns and piers of elevated roads, chimneys, and decks of elevated roads.

【0002】[0002]

【従来の技術】土木・建築構造物を、炭素繊維等を用い
た強化繊維シートにより補強する工法が近年急速に普及
してきている。一般には、土木・建築構造物に硬化用下
塗りした樹脂に強化繊維シートを貼り付け、その上から
更に硬化樹脂を上塗りし、必要によりこの作業を数回繰
り返して数層積層し、常温で硬化させて仕上げられる。
この時、多くの補強対象物は平面状でなく、角柱状や円
柱状の場合が多い。
2. Description of the Related Art In recent years, construction methods for reinforcing civil engineering and building structures with a reinforcing fiber sheet using carbon fibers or the like have been rapidly spreading. In general, a reinforcing fiber sheet is attached to a resin that has been applied to the civil engineering and architectural structure, and the cured resin is further overcoated.If necessary, this operation is repeated several times to laminate several layers and cure at room temperature. Finished.
At this time, many reinforcement objects are not planar, but are often prismatic or cylindrical.

【0003】強化繊維シートとしては、硬化用樹脂の一
部または全部を予め含浸したシート(以下「プリプレグ
シート」という)、強化繊維とは異なる繊維で織ったシ
ート(以下「UDクロス」という)、あるいは、3軸の
メッシュ状体等をを強化繊維の両面に接着したシート
(以下「ダブルスクリムシート」という)などが使用さ
れている。
[0003] As the reinforcing fiber sheet, a sheet preliminarily impregnated with a part or all of the curing resin (hereinafter, referred to as "prepreg sheet"), a sheet woven with a fiber different from the reinforcing fiber (hereinafter, referred to as "UD cloth"), Alternatively, a sheet (hereinafter, referred to as a “double scrim sheet”) in which a triaxial mesh body or the like is adhered to both surfaces of a reinforcing fiber is used.

【0004】[0004]

【発明が解決しようとする課題】しかしながら、上記の
うち、まず、プリプレグシートは、長期保存時の変質を
防止するために低温保管が必要であったり、冬場、特に
寒冷地での施工では低温による樹脂の粘度上昇のために
シートが固くなって角柱状柱等のコーナー部分で巻きに
くいという問題がある。
However, among the above, first of all, the prepreg sheet needs to be stored at a low temperature in order to prevent deterioration during long-term storage. There is a problem that the sheet is hardened due to an increase in the viscosity of the resin, and it is difficult to wind around corners such as prismatic columns.

【0005】また、UDクロスではシート形成のために
織り込む。強化繊維と異なる繊維の経糸又は緯糸の少な
くとも一方がシートの厚み方向に貫通するため、現地施
工で使用される硬化用樹脂がこの貫通部を通って反対側
へ流れやすく、結果として強化繊維の中に十分に含浸さ
れないために強度の発現率が低いと言う問題がある。更
に、ダブルスクリムシートではメッシュ状体の中で3軸
方向に糸を配しているためシートとしての保形性は優れ
ているが、プリプレグシートと同様に角柱状柱のコーナ
ー部分で巻きにくいと言う問題がある。
[0005] In the UD cloth, weaving is performed to form a sheet. Since at least one of the warp and the weft of a fiber different from the reinforcing fiber penetrates in the thickness direction of the sheet, the curing resin used in the on-site construction easily flows to the opposite side through this penetrating portion, and as a result, There is a problem that the rate of strength development is low because of insufficient impregnation. Furthermore, in the double scrim sheet, since the yarns are arranged in the three-axis direction in the mesh-like body, the shape retention as the sheet is excellent, but it is difficult to wind at the corner of the prismatic column like the prepreg sheet. There is a problem to say.

【0006】[0006]

【課題を解決するための手段】強化繊維シートによる土
木・建築構造物補強工事が普及するに従い、強度の発現
率が高く、且つ現地施工において作業性が良く、施工時
間を短縮できる強化繊維シートが求められている。本発
明者等は、前記のような従来の問題点に鑑み、現地施工
での作業性改良について検討を重ねた結果、本発明に到
達した。即ち、本発明は、一方向に配列した強化繊維
と、複数の経糸と緯糸が交差してなる支持体とが接着し
てなり、前記支持体の経糸が25mm以上のピッチにて配
列されていることを特徴とする強化繊維シートに存す
る。
SUMMARY OF THE INVENTION With the widespread use of reinforced fiber sheets for reinforcing civil and architectural structures, reinforced fiber sheets that have a high rate of development of strength, have good workability in on-site construction, and can reduce construction time have been developed. It has been demanded. In view of the conventional problems as described above, the present inventors have repeatedly studied workability improvement in on-site construction, and have reached the present invention. That is, in the present invention, the reinforcing fibers arranged in one direction and a support body in which a plurality of warps and wefts intersect are bonded to each other, and the warps of the support are arranged at a pitch of 25 mm or more. A reinforced fiber sheet characterized by the above.

【0007】[0007]

【発明の実施の形態】本発明の強化繊維シートは、一方
向に配列した強化繊維と、複数の経糸と緯糸が交差して
なる支持体とが接着してなる。強化繊維としては、炭素
繊維、アラミド繊維、ガラス繊維等が使用されるが、好
ましくは炭素繊維である。また、支持体は、複数の強化
繊維方向の糸(経糸)と、複数のそれと直角の方向の糸
(緯糸)を、通常、等間隔のピッチ毎に配列したもので
ある。経糸と縦糸の交差点は接着剤で接着したもの、あ
るいは一方の繊維を2本同じ位置に配して、その2本の
糸の間に他方向の糸を挟んで撚ることにより固定したも
のが使用できる。経糸と縦糸としては、通常の無機繊維
又は有機繊維の糸が使用されるが、接着剤としての硬化
性樹脂との馴染みやコストなどの点から、好ましくは、
ガラス繊維、ポリエステル繊維、ビニロン繊維、ポリア
ミド繊維等から選択される。
BEST MODE FOR CARRYING OUT THE INVENTION The reinforcing fiber sheet of the present invention is formed by adhering reinforcing fibers arranged in one direction and a support in which a plurality of warps and wefts intersect. As the reinforcing fibers, carbon fibers, aramid fibers, glass fibers and the like are used, and carbon fibers are preferable. In addition, the support usually has a plurality of yarns (warps) in the direction of the reinforcing fibers and a plurality of yarns (wefts) in the direction perpendicular thereto, which are arranged at regular intervals. The crossing point between the warp and the warp is bonded with an adhesive or fixed by arranging two fibers in the same position and twisting the other yarn between the two yarns. Can be used. As the warp and the warp, ordinary inorganic fiber or organic fiber yarn is used, but from the viewpoint of familiarity with the curable resin as an adhesive or cost, preferably,
It is selected from glass fiber, polyester fiber, vinylon fiber, polyamide fiber and the like.

【0008】そして、本発明においては、この支持体の
経糸が25mm以上のピッチにて配列されていることを特
徴とする。また、経糸と緯糸では、少なくとも経糸だけ
のピッチ間隔が25mm以上、あるいは、経糸と緯糸が
共にピッチ間隔が25mm以上であることが好ましい。
ピッチ間隔の上限は特に制限はないが、通常100mm
以下である。そして、支持体を形成する経糸と緯糸のピ
ッチ比(経糸ピッチ/緯糸ピッチ)が好ましくは1.2
以上、特に好ましくは1.5〜3である。
In the present invention, the warps of the support are arranged at a pitch of 25 mm or more. Further, in the warp and the weft, it is preferable that at least the pitch interval of the warp alone is 25 mm or more, or that the pitch interval of both the warp and the weft is 25 mm or more.
The upper limit of the pitch interval is not particularly limited, but is usually 100 mm.
It is as follows. The pitch ratio between the warp and the weft forming the support (warp pitch / weft pitch) is preferably 1.2.
As mentioned above, it is particularly preferably 1.5 to 3.

【0009】なお、公知の方法として、前記従来の技術
の欄でも示したようなダブルスクリームシートにおける
2軸又は3軸のメッシュ状体を構成する糸の間隔(ピッ
チ)はどの軸間ももっぱら等間隔であって、例えば、特
開平8ー142238号公報等では、そのピッチを2〜
20mmの範囲に定義しているが、かかるタイプのもの
ではどの方向についても十分な剛性を有しているが、コ
ーナー部曲率半径が20〜30mm程度しかない角柱状
柱や凹凸のある平面の補強に際して補強面への追随性が
十分でないでないという問題がある。また、上記公報に
おいて、糸間隔2〜20mmが良い理由として、「糸間
隔が20mm以上になると樹脂を含浸させる場合の刷毛
による摩擦により、一方向に引き揃えられた強化繊維が
毛羽立ちを起こしやすくなる」ことを挙げているが、本
発明においては、適度の繊維目付を有する糸であれば、
ピッチ間隔を20mmより大きくし、特に25mm以上
である方が経済的であることが見いだされた。
As a well-known method, the spacing (pitch) of the yarns constituting the biaxial or triaxial mesh-like body in the double scream sheet as described in the section of the prior art is almost the same between all axes. The interval is, for example, in Japanese Patent Application Laid-Open No. 8-142238,
Although it is defined in the range of 20 mm, such a type has sufficient rigidity in any direction, but reinforcement of a prismatic column having a corner radius of curvature of about 20 to 30 mm or a flat surface with irregularities In this case, there is a problem that the ability to follow the reinforcing surface is not sufficient. In the above-mentioned publication, the reason why the yarn interval is preferably 2 to 20 mm is as follows. However, in the present invention, if the yarn has a moderate fiber weight,
It has been found that it is more economical to make the pitch interval larger than 20 mm, especially 25 mm or more.

【0010】更に、本発明の強化繊維シートの支持体の
経糸と緯糸の繊維目付としては、経糸の繊維目付が通常
80mg/m以下、好ましくは10〜40mg/mであ
り、一方、緯糸の繊維目付が通常120mg/m以下、
好ましくは20〜80mg/mである。そして、支持体
を形成する経糸と緯糸の目付重量比(経糸目付/緯糸目
付)が好ましくは0.8以下、特に好ましくは0.2〜
0.6とする。即ち、本発明の強化繊維シートでは、強
化繊維方向の経糸方向は非常に柔軟で、且つ緯糸方向は
適度の剛性を有する場合が最も望ましい。なお、経糸と
緯糸の繊維目付として、繊維の単位面積あたりの重量で
言えば、通常1〜30g/m2 、好ましくは2〜10g
/m2 の範囲に相当する。
Further, the basis weight of the warp and the weft of the support of the reinforcing fiber sheet of the present invention is usually not more than 80 mg / m, preferably 10 to 40 mg / m. The basis weight is usually 120 mg / m or less,
Preferably it is 20 to 80 mg / m. The basis weight ratio (warp basis weight / weft basis weight) of the warp and the weft forming the support is preferably 0.8 or less, and particularly preferably 0.2 to 0.2.
0.6. That is, in the reinforcing fiber sheet of the present invention, it is most desirable that the warp direction in the reinforcing fiber direction is very flexible and the weft direction has appropriate rigidity. In addition, as the basis weight of the warp and the weft, the weight per unit area of the fiber is usually 1 to 30 g / m 2 , preferably 2 to 10 g.
/ M 2 .

【0011】一方、本発明の強化繊維シートでは、強化
繊維の目付量も補強の必要程度より選択されるものであ
るが、通常200〜800g/m2 程度である。本発明
の強化繊維シートでは、支持体を強化繊維の両面に接着
してシート構造を強化するこができるが、強化繊維目付
量300g/m2 以上の場合に支持体を強化繊維の両面
に接着することが好ましい。
On the other hand, in the reinforcing fiber sheet of the present invention, the basis weight of the reinforcing fiber is also selected depending on the necessary degree of reinforcement, but is usually about 200 to 800 g / m 2 . In the reinforcing fiber sheet of the present invention, the support can be bonded to both sides of the reinforcing fiber to reinforce the sheet structure. However, when the basis weight of the reinforcing fiber is 300 g / m 2 or more, the support is bonded to both sides of the reinforcing fiber. Is preferred.

【0012】本発明の強化繊維シートの製造方法は特に
制限されないが、例えば、支持体上にエポキシ系樹脂等
の接着剤を塗布して接着層を設けた後、一方向に配列し
た強化繊維束と支持体を、必要に応じて加熱しながら、
プレスローラー等で圧着すればよい。
The method for producing the reinforcing fiber sheet of the present invention is not particularly limited. For example, after an adhesive such as an epoxy resin is applied on a support to form an adhesive layer, the reinforcing fiber bundle is arranged in one direction. And the support, optionally heating,
What is necessary is just to pressure-bond with a press roller etc.

【0013】[0013]

【発明の効果】本発明によれば、強化繊維方向の経糸方
向は非常に柔軟で、且つ緯糸方向は適度の剛性を有する
強化繊維シートが提供される。この強化繊維シートは、
高架道路の柱や橋脚、煙突、高架道路の床版等の土木・
建築構造物の補強用として好適である。特に、角柱状柱
や凹凸のある平面の補強に際して補強面への追随性が優
れている。
According to the present invention, there is provided a reinforcing fiber sheet having a very flexible warp direction in the reinforcing fiber direction and a moderate rigidity in the weft direction. This reinforced fiber sheet is
Civil engineering such as elevated road pillars and piers, chimneys, elevated road decks, etc.
It is suitable for reinforcing building structures. In particular, it has excellent followability to a reinforcing surface when reinforcing a prismatic column or a plane having irregularities.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 渡辺 武志 神奈川県茅ヶ崎市円蔵370番地 化成コン ポジット株式会社茅ヶ崎工場内 (72)発明者 武山 宏規 神奈川県茅ヶ崎市円蔵370番地 化成コン ポジット株式会社茅ヶ崎工場内 Fターム(参考) 4F100 AA37A AD11A AG00A AG00B AG00C AK41B AK41C AK46B AK46C AK47A AK53G BA03 BA06 BA10B BA10C CB00 DG01A DG13B DG13C GB07 JA13B JA13C YY00B YY00C ──────────────────────────────────────────────────の Continuing on the front page (72) Inventor Takeshi Watanabe 370 Enzo, Chigasaki, Chigasaki-shi, Kanagawa Prefecture Inside the Chemicals Composite Co., Ltd. F term (reference) 4F100 AA37A AD11A AG00A AG00B AG00C AK41B AK41C AK46B AK46C AK47A AK53G BA03 BA06 BA10B BA10C CB00 DG01A DG13B DG13C GB07 JA13B JA13C YY00B YY00C

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 一方向に配列した強化繊維と、複数の経
糸と緯糸が交差してなる支持体とが接着してなり、前記
支持体の経糸が25mm以上のピッチにて配列されている
ことを特徴とする強化繊維シート。
1. A reinforcing fiber which is arranged in one direction and a support body in which a plurality of warps and wefts cross each other are adhered, and the warps of the support are arranged at a pitch of 25 mm or more. A reinforced fiber sheet characterized by the above-mentioned.
【請求項2】 支持体を形成する経糸と緯糸のピッチ比
(経糸ピッチ/緯糸ピッチ)が1.2以上である請求項
1の強化繊維シート。
2. The reinforcing fiber sheet according to claim 1, wherein the pitch ratio between the warp and the weft forming the support (warp pitch / weft pitch) is 1.2 or more.
【請求項3】 支持体を形成する経糸と緯糸の目付重量
比(経糸目付/緯糸目付)が0.8以下である請求項1
又は2の強化繊維シート。
3. The weight ratio of the warp and the weft forming the support (the weight of the warp / the weight of the weft) is 0.8 or less.
Or the reinforced fiber sheet of 2.
【請求項4】 支持体が、一方向に配列した強化繊維の
両面に接着してなる請求項1〜3のいずれかの強化繊維
シート。
4. The reinforcing fiber sheet according to claim 1, wherein the support is adhered to both sides of the reinforcing fibers arranged in one direction.
JP10351116A 1998-12-10 1998-12-10 Reinforced fiber sheet Pending JP2000167958A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10351116A JP2000167958A (en) 1998-12-10 1998-12-10 Reinforced fiber sheet

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10351116A JP2000167958A (en) 1998-12-10 1998-12-10 Reinforced fiber sheet

Publications (1)

Publication Number Publication Date
JP2000167958A true JP2000167958A (en) 2000-06-20

Family

ID=18415165

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10351116A Pending JP2000167958A (en) 1998-12-10 1998-12-10 Reinforced fiber sheet

Country Status (1)

Country Link
JP (1) JP2000167958A (en)

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