JP2000034638A - Reinforcing sheet and reinforcing method of construction - Google Patents

Reinforcing sheet and reinforcing method of construction

Info

Publication number
JP2000034638A
JP2000034638A JP10201636A JP20163698A JP2000034638A JP 2000034638 A JP2000034638 A JP 2000034638A JP 10201636 A JP10201636 A JP 10201636A JP 20163698 A JP20163698 A JP 20163698A JP 2000034638 A JP2000034638 A JP 2000034638A
Authority
JP
Japan
Prior art keywords
reinforcing
reinforcing sheet
sheet
resin
yarn
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP10201636A
Other languages
Japanese (ja)
Inventor
Osamu Tanaka
治 田中
Fumio Yamamoto
史夫 山本
Masayuki Shimizu
正幸 清水
Takao Ota
隆雄 太田
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.)
Shinto Paint Co Ltd
Sumitomo Bakelite Co Ltd
Original Assignee
Shinto Paint Co Ltd
Sumitomo Bakelite Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Shinto Paint Co Ltd, Sumitomo Bakelite Co Ltd filed Critical Shinto Paint Co Ltd
Priority to JP10201636A priority Critical patent/JP2000034638A/en
Publication of JP2000034638A publication Critical patent/JP2000034638A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To obtain a reinforcing sheet capable of improving the operability of conventional reinforcing method of construction and to provide a reinforcing method of construction. SOLUTION: This reinforcing sheet comprises a unidirectional sheet obtained by using a covering yarn obtained by spirally winding an organic yarn on a conducting wire being a core or a core yarn comprising the conducting wire being a core spun together with an organic yarn as a weft for a woven fabric and warps composed of an aramid yarn. The reinforcing sheet is wound on a structure, which is coated with a thermosetting resin, an electric current is sent to the conducting wire to generate heat. The resin is cured to reinforce the structure.

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】本発明は補強用シートに関
し、詳しくは、既存のコンクリート柱などに巻き付け、
樹脂を塗布し、硬化させて耐震補強する工法に使用され
る補強用シート及び補強工法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 sheet, and more particularly, it is wound around an existing concrete column or the like.
The present invention relates to a reinforcing sheet and a reinforcing method used in a method of applying a resin, curing the resin, and reinforcing the resin against earthquake.

【0002】[0002]

【従来の技術】従来、炭素繊維やアラミド繊維を用いる
耐震補強工法は、それら繊維の一方向性シートを作製
し、既存の補強を要するコンクリート柱などの構造物に
巻き付け、常温硬化の熱硬化性樹脂を塗布含浸させ、常
温で放置硬化させる方法がとられている。従来の工法
は、熱硬化性樹脂として、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、フェノール樹脂等が
使用できるものの、常温硬化の点で、事実上エポキシ樹
脂に限定され、硬化までの日数は、外気温によって3日
から1週間ほど要し、工期が長いという欠点がある。
2. Description of the Related Art Conventionally, a seismic retrofitting method using carbon fiber or aramid fiber is to prepare a unidirectional sheet of the fiber and wind it around a structure such as a concrete column requiring reinforcement. A method of applying and impregnating a resin and leaving it to cure at room temperature is employed. The conventional construction method can use epoxy resin, vinyl ester resin, unsaturated polyester resin, phenol resin, etc. as thermosetting resin, but in terms of room temperature curing, it is practically limited to epoxy resin, and the number of days until curing is There is a disadvantage that it takes about 3 days to 1 week depending on the outside temperature, and the construction period is long.

【0003】[0003]

【発明が解決しようとする課題】したがって、本発明の
目的は、アラミド繊維を用いた一方向性シートを用い
て、通電による発熱で熱硬化性樹脂を短時間で硬化さ
せ、上記従来の施工性を改良し工期の短縮を図る構造物
の補強工法及びこれに用いる補強用シートを提供するこ
とである。
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a unidirectional sheet using aramid fibers to cure a thermosetting resin in a short time by the heat generated by energization. It is an object of the present invention to provide a method for reinforcing a structure aiming at improving the construction time and shortening the construction period, and a reinforcing sheet used therefor.

【0004】[0004]

【課題を解決するための手段】かかる実情において、本
発明者らは鋭意検討を行った結果、アラミド繊維(経
糸)を用いた一方向性シートの緯糸に、導線を芯にし、
有機繊維をらせん状に巻き付けたカバリングヤーン又は
導線を芯にし、有機繊維と共に紡糸したコアヤーンを用
い、該一方向性シートを構造物に取付けた後、該シート
に熱硬化性樹脂を塗布含浸させ、該導線に通電して、該
通電による発熱で熱硬化性樹脂を短時間で硬化させれ
ば、工期の短縮が図れることを見出し、本発明を完成す
るに至った。
Under such circumstances, the present inventors have conducted intensive studies and as a result, have found that a weft of a unidirectional sheet using aramid fiber (warp) is provided with a conducting wire as a core,
Using a covering yarn or a conducting wire wound around an organic fiber as a core, using a core yarn spun together with the organic fiber, attaching the unidirectional sheet to a structure, then applying and impregnating the sheet with a thermosetting resin, The inventors have found that if the current is supplied to the conductive wire and the thermosetting resin is cured in a short time by the heat generated by the current supply, the work period can be shortened, and the present invention has been completed.

【0005】すなわち、本発明は、導線を芯にし、有機
繊維をらせん状に巻き付けたカバリングヤーン又は導線
を芯にし、有機繊維と共に紡糸したコアヤーンを一方向
性シートの緯糸に用い、経糸がアラミド繊維からなる一
方向性シートからなることを特徴とする補強用シートを
提供するものである。
That is, according to the present invention, a covering yarn in which a conducting wire is used as a core and an organic fiber is spirally wound or a core yarn which is used in a case where a conducting wire is used as a core and spun together with an organic fiber is used as the weft of a unidirectional sheet, and the warp is used as an aramid fiber The present invention provides a reinforcing sheet comprising a unidirectional sheet made of

【0006】また、本発明は、前記補強用シートを構造
物に巻付けた後、該補強用シートに熱硬化性樹脂を塗布
含浸させ、次いで、前記導線に電流を流して、発熱さ
せ、樹脂を硬化させて構造物を補強する補強工法を提供
するものである。
Further, the present invention provides a method for manufacturing a semiconductor device comprising the steps of: winding the reinforcing sheet around a structure; applying the thermosetting resin to the reinforcing sheet; impregnating the reinforcing sheet with a thermosetting resin; And a reinforcing method for reinforcing a structure by curing the same.

【0007】[0007]

【発明の実施の形態】本発明の補強用シートにおいて、
アラミド繊維からなる一方向性シートとは、少なくとも
経糸にアラミド繊維を用いた織布を言う。その外観の概
略は、図1に示すように、経糸1にアラミド繊維を用い
た一方向性織布シート10であって、経糸1は左右方向
に通されて形成される。図1において、隙間は経糸の単
位幅当たりの打ち込み本数によって変わる。また、導線
を芯にし、有機繊維を巻き付け又は導線を芯にし、有機
繊維と共に紡糸した緯糸2は、経糸1を編み込みながら
上下方向に通され、横に互いに粗く形成される連続糸で
あり、両端部3a、3bには図では省略する通電装置に
接続する導線が現れている。経糸に用いられるアラミド
繊維は強度を持たせるために使用される。アラミド繊維
としては、特に制限されないが、引張強度15g/d以
上、ヤング率500g/d以上(dはデニールを意味す
る。)のアラミド繊維が好ましい。また、アラミド繊維
の撚り回数はできるだけ少ないのが好ましく、その撚り
回数は5〜50回/mである。撚り回数が大きくなる
と、シートのヤング率が低下し、耐震補強の目的である
せん断補強や曲げ補強効果が小さくなって、好ましくな
い。一方向性シートの目付は、緯糸の重量を除いて、通
常200〜1000g/m2 である。経糸の単位巾あた
りの打ち込み本数は、用いるアラミド繊維の太さと前記
一方向性シートの目付から容易に決定される。
BEST MODE FOR CARRYING OUT THE INVENTION In the reinforcing sheet of the present invention,
The unidirectional sheet made of aramid fibers refers to a woven fabric using aramid fibers at least for the warp. As shown in FIG. 1, an outline of the appearance is a unidirectional woven fabric sheet 10 using aramid fibers for the warp yarns 1, and the warp yarns 1 are formed to pass in the left-right direction. In FIG. 1, the gap varies depending on the number of warp yarns per unit width. In addition, the weft 2 made of a conductive wire as a core and wound with an organic fiber or made of a conductive wire as a core and spun together with the organic fiber is a continuous yarn which is passed through in the up and down direction while knitting the warp yarn 1 and is coarsely formed side by side. Conductive wires connected to an energizing device not shown in the figure appear in the portions 3a and 3b. Aramid fibers used for warp are used to give strength. The aramid fiber is not particularly limited, but is preferably an aramid fiber having a tensile strength of 15 g / d or more and a Young's modulus of 500 g / d or more (d means denier). The number of twists of the aramid fiber is preferably as small as possible, and the number of twists is 5 to 50 times / m. If the number of twists increases, the Young's modulus of the sheet decreases, and the effect of shear reinforcement or bending reinforcement, which is the purpose of seismic reinforcement, decreases, which is not preferable. The basis weight of the unidirectional sheet is usually 200 to 1000 g / m 2 , excluding the weight of the weft. The number of warp yarns per unit width is easily determined from the thickness of the aramid fiber used and the basis weight of the unidirectional sheet.

【0008】緯糸に使用される導線は良導体の金属で、
発熱量の大きいものが好ましく、例えば、ニッケルクロ
ム合金、鉄クロム合金の導線が挙げられる。導線の直径
は0.05mm〜1.0mmの範囲が好ましい。導線の
直径が大きいと、以下に述べる有機繊維を巻き付けた後
の直径が大きくなりすぎて、好ましくない。
[0008] The conductor used for the weft is a good conductor metal,
Those having a large calorific value are preferable, and examples thereof include nickel-chromium alloy and iron-chromium alloy conductors. The diameter of the conductor is preferably in the range of 0.05 mm to 1.0 mm. If the diameter of the conductive wire is large, the diameter after winding the organic fiber described below becomes too large, which is not preferable.

【0009】緯糸としては、前記導線を芯にして、有機
繊維をらせん状に巻付けたカバリングヤーン又は前記導
線を芯にして、有機繊維と共に紡糸したコアヤーンが使
用される。炭素繊維やアラミド繊維のシートを用いる従
来の耐震補強工法は、それら繊維シートを定長に切断し
て、補強を要するコンクリート柱などに巻き付け、両端
を重ねてからエポキシ樹脂で接着固定する工法である
が、本発明によるプリプレグを使用する構造物の補強工
法では、通電した時、導線が重なる部分で短絡するのを
防止するために、絶縁性を有する有機繊維で導線を被覆
する。
As the weft, a covering yarn in which organic fibers are spirally wound around the above-mentioned conducting wire or a core yarn spun with organic fibers around the above-mentioned conducting wire is used. The conventional seismic retrofitting method using carbon fiber or aramid fiber sheets is a method of cutting these fiber sheets into fixed lengths, winding them around concrete columns that need reinforcement, bonding both ends together, and fixing them with epoxy resin. However, in the method of reinforcing a structure using a prepreg according to the present invention, a conductive wire is coated with an organic fiber having an insulating property in order to prevent a short circuit at a portion where the conductive wire overlaps when energized.

【0010】導線を芯にし、有機繊維をらせん状に巻き
付けるカバリングヤーンでは、有機繊維としては、特に
制限されず、通常のナイロン、ポリエステル、綿、アラ
ミド繊維が使用できる。また、らせん状の巻き付け密度
としては、特に制限されないが、300〜900回/m
程度、好ましくは、500〜700回/mである。ま
た、左らせん状の巻付け後は、更にその上に右らせん状
の巻付けを行うか、又はその逆の右らせん状の巻付け後
は、更にその上に左らせん状の巻付けを行ういわゆるダ
ブルカバリングヤーンとすることが好ましい。
[0010] In a covering yarn in which a conductive wire is used as a core and organic fibers are spirally wound, the organic fibers are not particularly limited, and ordinary nylon, polyester, cotton, and aramid fibers can be used. The spiral winding density is not particularly limited, but may be 300 to 900 turns / m.
Degree, preferably 500 to 700 times / m. In addition, after the left spiral winding, the right spiral winding is further performed thereon, or vice versa, after the right spiral winding, the left spiral winding is further performed thereon. A so-called double covering yarn is preferred.

【0011】導線のコアヤーン作製に使用される有機繊
維は、前記カバリングヤーンで使用される繊維と同様の
繊維が使用できる。コアヤーンは、導線を精紡機のフロ
ントローラに供給し、これを芯にして、有機繊維で包み
ながら紡糸して形成される。また、コアヤーン表面の繊
維のほつれを防ぐため、コアヤーンの外層に更にらせん
状に有機繊維を巻き付けてもよい。
As the organic fibers used for producing the core yarn of the conductive wire, the same fibers as those used in the covering yarn can be used. The core yarn is formed by supplying a conductive wire to a front roller of a spinning machine, and spinning the core yarn with the core wire wrapped with organic fibers. Further, in order to prevent the fibers on the surface of the core yarn from fraying, the organic fibers may be further spirally wound around the outer layer of the core yarn.

【0012】本発明のアラミド繊維からなる一方向性シ
ートは、通電のため、緯糸は連続して形成する必要があ
り、従って、該一方向性シート作製のための織機として
は緯糸を連続させることの出来るシャトル織機が好まし
い。
In the unidirectional sheet made of the aramid fiber of the present invention, it is necessary to continuously form the wefts for energization. Therefore, as a loom for producing the unidirectional sheet, the wefts must be continuous. A shuttle loom that can be used is preferred.

【0013】本発明の補強用シートを使用する構造物の
補強工法の手順としては、先ず、補強用シートを構造物
に巻付けた後、該補強用シートに熱硬化性樹脂を塗布含
浸させ、次いで、前記導線に電流を流して、発熱させ、
樹脂を硬化させて構造物を補強する。構造物としては、
特に制限されず、橋梁、タンク及び鉄塔などの土木構造
物;道路構造物;河川、港湾又は海洋構造物;建築構造
物などの強度が要求される部位であり、特に、大地震対
策などで補強が要求される既存のコンクリート柱などが
好適である。先ず、本発明の補強用シートをコンクリー
ト柱の表面と密着保持させるために、コンクリート表面
にプライマーを塗布する。次に、定長に切断した当該補
強用シートを巻付けた後、熱硬化性樹脂を当該シートに
塗布含浸させる。また、更に、別の切断した該補強用シ
ートを既に巻付けられた前記シートに重ねて巻付けて、
熱硬化性樹脂を該補強用シートに塗布含浸させてもよ
い。上記操作を数回繰り返し行うことにより、コンクリ
ート表面に1〜3層の補強用シートが形成される。
The procedure for reinforcing a structure using the reinforcing sheet of the present invention is as follows. First, after winding the reinforcing sheet around the structure, the reinforcing sheet is impregnated with a thermosetting resin. Next, an electric current is applied to the conductive wire to generate heat,
The resin is cured to reinforce the structure. As a structure,
Not limited, civil engineering structures such as bridges, tanks and steel towers; road structures; rivers, harbors or marine structures; sites where strength is required, such as architectural structures. An existing concrete column or the like which is required is preferable. First, a primer is applied to the concrete surface in order to keep the reinforcing sheet of the present invention in close contact with the surface of the concrete column. Next, after winding the reinforcing sheet cut to a fixed length, the sheet is coated and impregnated with a thermosetting resin. In addition, further, another cut the reinforcing sheet is overlapped and wound on the already wound sheet,
The reinforcing sheet may be coated and impregnated with a thermosetting resin. By repeating the above operation several times, a reinforcing sheet of 1 to 3 layers is formed on the concrete surface.

【0014】前記補強用シートに塗布される熱硬化性樹
脂には、フェノール樹脂、エポキシ樹脂、ポリウレタン
樹脂、不飽和ポリエステル樹脂、ビニルエステル樹脂及
びポリイミド樹脂等があるが、強度、取り扱いの容易
さ、コストなどから、エポキシ樹脂、フェノール樹脂が
好ましい。本発明の補強用シートに塗布させる樹脂量
は、補強用シートに対して80〜150%、好ましくは
100〜140%である。塗布量が少ないと加熱時に繊
維内に樹脂が十分に浸透せず、充分な補強効果を得るこ
とができず、多すぎると使用する樹脂量が不必要に増加
して不経済である。
The thermosetting resin applied to the reinforcing sheet includes a phenol resin, an epoxy resin, a polyurethane resin, an unsaturated polyester resin, a vinyl ester resin, and a polyimide resin. Epoxy resins and phenol resins are preferred from the viewpoint of cost and the like. The amount of resin applied to the reinforcing sheet of the present invention is 80 to 150%, preferably 100 to 140%, based on the reinforcing sheet. If the coating amount is small, the resin does not sufficiently penetrate into the fiber when heated, and a sufficient reinforcing effect cannot be obtained. If the coating amount is too large, the amount of resin used increases unnecessarily, which is uneconomical.

【0015】コンクリート表面に1〜3層に巻付けら
れ、熱硬化性樹脂が塗布された補強用シートは、それぞ
れの補強用シートの両端からでている導線に電流を流
し、発熱させて、樹脂を硬化させる。また、更に、硬化
したシート上にプライマーを塗布して、同様の操作を繰
り返して、必要枚数を巻き付けてもよい。
The reinforcing sheet wound on the concrete surface in one to three layers and coated with a thermosetting resin is supplied with a current through a lead wire extending from both ends of each reinforcing sheet to generate heat. To cure. Further, the required number of sheets may be wound by applying a primer on the cured sheet and repeating the same operation.

【0016】通電による加熱保持温度、硬化時間は、使
用する熱硬化性樹脂の種類や、硬化開始温度等によって
異なり、使用時の条件により適宜決定される。
The heating holding temperature and the curing time by energization vary depending on the type of thermosetting resin to be used, the curing start temperature, and the like, and are appropriately determined according to the conditions at the time of use.

【0017】[0017]

【実施例】次に、実施例を挙げて本発明を更に具体的に
説明するが、これは単に例示であって、本発明を制限す
るものではない。 実施例1 線径0.1mmのニッケルクロム合金の導線に75デニ
ールのポリエステル繊維を600回/mの割合で左らせ
ん状に巻き付け、次いで、更にその上に右らせん状に6
00回/mの割合で巻き付けて、いわゆるダブルカバリ
ングヤーンを作製した。経糸にアラミド繊維「トワロン
HM」(アクゾノーベル社製)の3000デニールの繊
維を用い、また、緯糸に前記のダブルカバリングヤーン
を使用し、目付量415g/m2 (緯糸の重量を除く)
の一方向性シートの織布をシャトル織機で作製した。作
製された一方向性シートをコンクリート柱の表面と密着
保持させるために、コンクリート表面にエポキシ樹脂系
のプライマーを塗布し、次に、定長に切断した当該補強
用シートを一層巻き付けた。次いで、常温硬化性のエポ
キシ樹脂をその上から塗布し、該補強用シートの両端か
らでている導線に電流を流し、発熱させ、80℃、2時
間保持して樹脂を硬化させた。使用した樹脂量は約55
0g/m2 であった。また、樹脂硬化後の当該補強用シ
ートの引張強度は60トン重/m、弾性率は10.3ト
ン重/mm2 であった。
Next, the present invention will be described in more detail with reference to examples, but this is merely an example and does not limit the present invention. Example 1 A 75 denier polyester fiber is wound around a nickel-chromium alloy wire having a wire diameter of 0.1 mm at a rate of 600 turns / m in a left spiral shape, and then further wound on the nickel chromium alloy wire in a right spiral shape.
By winding at a rate of 00 turns / m, a so-called double covering yarn was produced. The aramid fiber "Twaron HM" (manufactured by Akzo Nobel) having a denier of 3000 is used for the warp, and the double covering yarn is used for the weft. The basis weight is 415 g / m 2 (excluding the weight of the weft).
The unidirectional sheet woven fabric was produced on a shuttle loom. In order to keep the produced unidirectional sheet in close contact with the surface of the concrete pillar, an epoxy resin-based primer was applied to the concrete surface, and then the reinforcing sheet cut to a fixed length was further wound. Next, a room-temperature curable epoxy resin was applied from above, and a current was applied to the conductive wires extending from both ends of the reinforcing sheet to generate heat, and the resin was cured at 80 ° C. for 2 hours. The amount of resin used is about 55
It was 0 g / m 2 . Further, the tensile strength of the reinforcing sheet after curing of the resin was 60 ton-weight / m, and the elastic modulus was 10.3 ton-weight / mm 2 .

【0018】実施例2 線径0.1mmの鉄クロム合金の導線を芯に、アラミド
繊維「トワロン」(アクゾノーベル社製)の50mm長
のステープルファイバーを用いて紡糸したコアヤーンを
作製した。更にこのコアヤーンの表面に150デニール
のポリエステル繊維をらせん状に200回/mの割合で
巻き付けた。経糸にアラミド繊維「トワロンHM」(ア
クゾノーベル社製)の3000デニールの繊維を用い、
緯糸に前記のコアヤーンを使用し、目付量415g/m
2 (緯糸の重量を除く)の一方向性シートの織布をシャ
トル織機で作製した。上記の一方向性シートを用いた以
外は、実施例1と同様にして行った。使用した樹脂量は
約500g/m2 であった。樹脂硬化後の当該耐震補強
シートの引張強度は61トン重/m、弾性率は10.7
トン重/mm2 であった。
Example 2 A core yarn spun using a 50 mm long staple fiber of aramid fiber "Twaron" (manufactured by Akzo Nobel Co., Ltd.) was prepared using a lead wire of an iron-chromium alloy having a wire diameter of 0.1 mm as a core. Further, a polyester fiber of 150 denier was spirally wound around the surface of the core yarn at a rate of 200 turns / m. Using 3000 denier fiber of aramid fiber "Twaron HM" (manufactured by Akzo Nobel) for the warp yarn,
The above-mentioned core yarn is used for the weft, and the basis weight is 415 g / m.
2 A unidirectional sheet of woven fabric (excluding the weight of the weft) was produced on a shuttle loom. The procedure was performed in the same manner as in Example 1 except that the above-described unidirectional sheet was used. The amount of resin used was about 500 g / m 2 . The tensile strength of the seismic retrofit sheet after curing of the resin is 61 tons / m, and the elastic modulus is 10.7.
Ton weight / mm 2 .

【0019】比較例1 経糸にアラミド繊維「トワロンHM」(アクゾノーベル
社製)の3000デニールの繊維を用い、緯糸に500
デニールのポリエステル繊維を使用し、目付量415g
/m2 の一方向性シートの織布をシャトル織機で作製し
た。作製された一方向性シートをコンクリート柱の表面
と密着保持させるために、コンクリート表面にエポキシ
樹脂系のプライマーを塗布し、次に、定長に切断した当
該一方向性シートを一層巻き付けた。次いで、常温硬化
性のエポキシ樹脂をその上から塗布し、放置した。完全
硬化まで約3日間要した。使用した樹脂量は約550g
/m2 であった。樹脂硬化後の当該補強用シート(FR
P)の引張強度は60トン重/m、弾性率は10.5ト
ン重/mm2 であった。
Comparative Example 1 3000 denier fiber of aramid fiber "Twaron HM" (manufactured by Akzo Nobel) was used for the warp and 500 for the weft.
Using denier polyester fiber, weight per unit 415g
/ M 2 unidirectional sheet woven fabric was made on a shuttle loom. In order to hold the produced unidirectional sheet in close contact with the surface of the concrete column, an epoxy resin-based primer was applied to the concrete surface, and then the unidirectional sheet cut to a fixed length was further wound. Next, a room temperature-curable epoxy resin was applied from above, and allowed to stand. It took about 3 days for complete curing. The amount of resin used is about 550g
/ M 2 . The reinforcing sheet (FR
P) had a tensile strength of 60 ton-force / m and an elastic modulus of 10.5 ton-force / mm 2 .

【0020】実施例1及び2並びに比較例1の結果から
明らかなように、実施例はいずれも、従来の炭素繊維や
アラミド繊維を用いる耐震補強工法に比較して、硬化ま
での時間が大幅に短縮できた。
As is clear from the results of Examples 1 and 2 and Comparative Example 1, the time required for the hardening of each of the Examples was significantly longer than that of the conventional seismic retrofitting method using carbon fibers or aramid fibers. I was able to shorten it.

【0021】[0021]

【発明の効果】本発明の補強用シートは、塗布した熱硬
化性樹脂量を通電による発熱で短時間で硬化できて、施
工に要する工期を短縮することができる。また、本発明
の補強用シートは、引張強度、弾性率等の物性におい
て、従来工法のものと同等である。
According to the reinforcing sheet of the present invention, the amount of the applied thermosetting resin can be hardened in a short time by the heat generated by energization, and the construction period required for construction can be shortened. Further, the reinforcing sheet of the present invention is equivalent to those of the conventional method in physical properties such as tensile strength and elastic modulus.

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

【図1】本発明の一方向性シートの概略図である。FIG. 1 is a schematic view of a unidirectional sheet of the present invention.

【符号の説明】[Explanation of symbols]

1 経糸(アラミド繊維) 2 緯糸 3a、3b 導線 10 一方向性シート DESCRIPTION OF SYMBOLS 1 Warp (aramid fiber) 2 Weft 3a, 3b Conductor 10 Unidirectional sheet

─────────────────────────────────────────────────────
────────────────────────────────────────────────── ───

【手続補正書】[Procedure amendment]

【提出日】平成10年9月2日(1998.9.2)[Submission date] September 2, 1998 (1998.9.2)

【手続補正1】[Procedure amendment 1]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】請求項3[Correction target item name] Claim 3

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

【手続補正2】[Procedure amendment 2]

【補正対象書類名】明細書[Document name to be amended] Statement

【補正対象項目名】請求項4[Correction target item name] Claim 4

【補正方法】変更[Correction method] Change

【補正内容】[Correction contents]

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) D03D 15/02 D03D 15/02 A 4L048 C E04C 5/07 E04C 5/07 E04G 23/02 E04G 23/02 F // C08L 61/06 C08L 61/06 63/00 63/00 Z 77/10 77/10 (72)発明者 山本 史夫 兵庫県尼崎市南塚口町6丁目10番73号 神 東塗料株式会社内 (72)発明者 清水 正幸 東京都品川区東品川2丁目5番8号 住友 ベークライト株式会社内 (72)発明者 太田 隆雄 東京都品川区東品川2丁目5番8号 住友 ベークライト株式会社内 Fターム(参考) 2E164 AA01 AA05 BA01 2E176 AA04 BB03 BB29 4F100 AK33A AK47A AK53A BA01 DG12A DG18A DG19A DH01 EJ082 EJ422 EJ82A GB07 4J002 CC031 CD001 CL062 DA076 FD012 FD016 GL00 4L036 MA04 MA39 PA46 RA24 RA25 4L048 AA04 AA20 AA25 AA52 AB19 AC09 BA02 CA01 DA41 EB05Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (reference) D03D 15/02 D03D 15/02 A 4L048 C E04C 5/07 E04C 5/07 E04G 23/02 E04G 23/02 F // C08L 61/06 C08L 61/06 63/00 63/00 Z 77/10 77/10 (72) Inventor Fumio Yamamoto 6-10-73 Minamitsukaguchicho, Amagasaki City, Hyogo Prefecture Shinto Paint Co., Ltd. (72) Inventor Masayuki Shimizu 2-5-8 Higashishinagawa, Shinagawa-ku, Tokyo Sumitomo Bakelite Co., Ltd. (72) Inventor Takao Ota 2-5-2-8 Higashishinagawa, Shinagawa-ku, Tokyo Sumitomo Bakelite Co., Ltd. F-term (reference) 2E164 AA01 AA05 BA01 2E176 AA04 BB03 BB29 4F100 AK33A AK47A AK53A BA01 DG12A DG18A DG19A DH01 EJ082 EJ422 EJ82A GB07 4J002 CC031 CD001 CL062 DA076 FD012 FD016 GL00 A04 AA04A25 A04 MA39

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 導線を芯にし、有機繊維をらせん状に巻
き付けたカバリングヤーン又は導線を芯にし、有機繊維
と共に紡糸したコアヤーンを一方向性シートの緯糸に用
い、経糸がアラミド繊維からなる一方向性シートからな
ることを特徴とする補強用シート。
1. A covering yarn in which a conductive wire is used as a core and organic fibers are spirally wound, or a core yarn which is used as a core and a conductive wire is used as a weft of a unidirectional sheet, and a warp yarn is made of an aramid fiber. A reinforcing sheet, comprising a conductive sheet.
【請求項2】 前記導線がニッケルクロム合金又は鉄ク
ロム合金の導線である請求項1記載の補強用シート。
2. The reinforcing sheet according to claim 1, wherein the conductor is a nickel-chromium alloy or iron-chromium alloy conductor.
【請求項3】 前記熱硬化性樹脂がエポキシ樹脂又はフ
ェノール樹脂である請求項1又は2記載の補強用シー
ト。
3. The reinforcing sheet according to claim 1, wherein the thermosetting resin is an epoxy resin or a phenol resin.
【請求項4】 請求項1〜3のいずれか1項記載の補強
用シートを構造物に巻付けた後、該補強用シートに熱硬
化性樹脂を塗布含浸させ、次いで、前記導線に電流を流
して、発熱させ、樹脂を硬化させて構造物を補強する補
強工法。
4. After winding the reinforcing sheet according to any one of claims 1 to 3 around a structure, the reinforcing sheet is coated and impregnated with a thermosetting resin, and then a current is applied to the conductive wire. Reinforcement method of flowing, generating heat, curing resin, and reinforcing structures.
JP10201636A 1998-07-16 1998-07-16 Reinforcing sheet and reinforcing method of construction Pending JP2000034638A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10201636A JP2000034638A (en) 1998-07-16 1998-07-16 Reinforcing sheet and reinforcing method of construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10201636A JP2000034638A (en) 1998-07-16 1998-07-16 Reinforcing sheet and reinforcing method of construction

Publications (1)

Publication Number Publication Date
JP2000034638A true JP2000034638A (en) 2000-02-02

Family

ID=16444372

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10201636A Pending JP2000034638A (en) 1998-07-16 1998-07-16 Reinforcing sheet and reinforcing method of construction

Country Status (1)

Country Link
JP (1) JP2000034638A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008531858A (en) * 2005-02-15 2008-08-14 アクティフ ウェア Synthetic yarn and textiles derived from it

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008531858A (en) * 2005-02-15 2008-08-14 アクティフ ウェア Synthetic yarn and textiles derived from it

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