JPH06288102A - Repair material for concrete structure - Google Patents

Repair material for concrete structure

Info

Publication number
JPH06288102A
JPH06288102A JP7717393A JP7717393A JPH06288102A JP H06288102 A JPH06288102 A JP H06288102A JP 7717393 A JP7717393 A JP 7717393A JP 7717393 A JP7717393 A JP 7717393A JP H06288102 A JPH06288102 A JP H06288102A
Authority
JP
Japan
Prior art keywords
fiber
concrete structure
repair material
repair
thermoplastic resin
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
JP7717393A
Other languages
Japanese (ja)
Inventor
Masaharu Tanigaki
正治 谷垣
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.)
Mitsui Construction Co Ltd
Original Assignee
Mitsui Construction 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 Mitsui Construction Co Ltd filed Critical Mitsui Construction Co Ltd
Priority to JP7717393A priority Critical patent/JPH06288102A/en
Publication of JPH06288102A publication Critical patent/JPH06288102A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

PURPOSE:To simplify repair work for concrete structure, and also facilitate execution management at site. CONSTITUTION:In a repair material 3 with which reinforcement fiber 1 is woven to be wound on a concrete structure 4 to repair it, the repair material is woven with the reinforcement fiber on which a thermoplastic resin 2 is applied as coating. Thereby, operation to impregnate resin when fiber is wound on the concrete structure is not required, and winding work becomes easier. Also, because no dissolved resin is used, execution management is simplified, and contamination at site is eliminated.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート製の梁や
柱等、或いは、橋脚、煙突等のコンクリート構造物の補
修に使用される補修用材料に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a repair material used for repairing concrete beams and columns, concrete structures such as bridge piers and chimneys.

【0002】[0002]

【従来の技術】従来、既存の上記のようなコンクリート
構造物を補修する場合、比較的繊度の低い例えば一方向
の繊維量が1cm幅当り8000デニール程度の炭素繊維
やガラス繊維の角型シートの補修用材料を、補修するコ
ンクリート構造物に樹脂で何重にも重ねて接着する補修
方法や、炭素繊維やガラス繊維の数千デニールのヤーン
に樹脂を含浸させ、これをコンクリート構造物に巻き付
けて補修する方法が行なわれている。補修用材料に樹脂
を含浸させるのは、補修後に炭素繊維等の補修用繊維が
位置ずれすることを防止することと、補修用材料全体に
剛性を付与し、強度効率を高めるためである。
2. Description of the Related Art Conventionally, when repairing an existing concrete structure as described above, a rectangular sheet of carbon fiber or glass fiber having a relatively small fineness, for example, a fiber amount in one direction of about 8,000 denier per 1 cm width is used. A repairing method in which multiple layers of resin are used to bond the repair material to the concrete structure to be repaired, and a thousands of denier yarns of carbon fiber or glass fiber are impregnated with the resin and wound around the concrete structure. A method of repair is being implemented. The reason why the repair material is impregnated with the resin is to prevent the repair fibers such as carbon fibers from being displaced after the repair and to impart rigidity to the repair material as a whole to enhance strength efficiency.

【0003】[0003]

【発明が解決しようとする課題】上記の角型シートを貼
着する方法では、シートの貼付けと樹脂の塗布という作
業を多数回繰り返さなければならず、また、現場で溶融
した樹脂を取り扱うため樹脂温度等の施工管理を行なう
必要を生じ、樹脂のべとつきと樹脂による汚れがあるた
めに作業性が悪い不都合があり、各シートの繊維は連続
的に使用されていないため、重ね合わせ部分で繊維強度
を樹脂による接着力で伝達しなければならず、繊維の使
用効率が悪い。また、上記のヤーンを巻き付けた場合に
も樹脂の含浸と貼付けの作業の繰り返しで作業性が悪く
施工管理も煩わしい。
In the method of sticking the rectangular sheet, the steps of sticking the sheet and applying the resin have to be repeated many times, and since the molten resin is handled on site, the resin Since it is necessary to manage the construction such as temperature, there is a problem that workability is poor because the resin is sticky and there is stain by the resin.Since the fibers of each sheet are not used continuously, the fiber strength at the overlapping part Must be transmitted by the adhesive force of the resin, and the fiber usage efficiency is poor. Further, even when the above yarn is wound, the workability is poor and the construction management is troublesome due to the repetition of the work of impregnating and sticking the resin.

【0004】本発明は、コンクリート構造物の補修作業
を簡略化でき、現場に於ける施工管理が容易になる補修
用材料を提供することを目的とするものである。
An object of the present invention is to provide a repair material which can simplify the repair work of a concrete structure and facilitate the construction management on site.

【0005】[0005]

【課題を解決するための手段】本発明では、コンクリー
ト構造物の補強のためにこれに巻き付ける補強用繊維を
編織した補修用材料に於いて、該補修用材料を熱可塑性
樹脂をコーティングした補強用繊維で編織したものとす
ることにより、上記の目的を達成するようにした。該補
強用繊維にガラス繊維、炭素繊維や芳香族ポリアミド繊
維等の高強度繊維を使用し、この高強度繊維にポリエチ
レンやビニロン等の熱可塑性樹脂をコーティングするこ
とが好都合であり、該補修用材料を熱可塑性樹脂をコー
ティングした高強度繊維の平織りまたは組物の編織で長
尺紐状に作成することが可能である。
SUMMARY OF THE INVENTION According to the present invention, there is provided a repair material in which a reinforcing fiber wound around the concrete structure is woven for reinforcement, and the repair material is coated with a thermoplastic resin. The above object was achieved by knitting with fibers. It is convenient to use a high-strength fiber such as glass fiber, carbon fiber or aromatic polyamide fiber as the reinforcing fiber, and to coat the high-strength fiber with a thermoplastic resin such as polyethylene or vinylon. It is possible to make a long string by plain weaving or braiding of high-strength fibers coated with a thermoplastic resin.

【0006】[0006]

【作用】本発明の補修用材料は、熱可塑性樹脂をコーテ
ィングした芳香族ポリアミド繊維等の補強用繊維を編織
したものであるので、これを補修するコンクリート構造
物に巻き付け、そのあと該補修用材料を加熱すると、そ
の補強用繊維にコーティングした熱可塑性樹脂が溶解し
て各補強用繊維を連結し、その固化後にFRP構成とな
って剛性を持ち、該構造物上に位置ずれしないように固
定できる。従って、補修用材料を巻き付ける作業を乾燥
状態で行なえ、溶融した樹脂を取り扱う必要がなく、作
業性と施工管理が簡単になる。
The repair material of the present invention is obtained by weaving reinforcing fibers such as aromatic polyamide fibers coated with a thermoplastic resin, and is wound around a concrete structure to be repaired, and then the repair material. When heated, the thermoplastic resin coated on the reinforcing fibers is melted to connect the reinforcing fibers, and after solidification, it has a FRP structure and has rigidity, and can be fixed on the structure so as not to be displaced. . Therefore, the work of winding the repair material can be performed in a dry state, and it is not necessary to handle the molten resin, and workability and construction management are simplified.

【0007】[0007]

【実施例】本発明の実施例を図面に基づき説明すると、
図1に於いて符号1は芳香族ポリアミド繊維、炭素繊維
やガラス繊維等の高い引張強度を有する補強用繊維を示
し、該補強用繊維1の周面にポリエチレンやビニロン等
の熱可塑性樹脂2のコーティングを施す。該補強用繊維
1は直径が約12ミクロン程度で、その複数本を束ねた
ものを例えば図2のように8束用意し、500000デ
ニール程度以上に繊度を高くして組紐状に編織すること
により補修用材料3とした。
Embodiments of the present invention will be described with reference to the drawings.
In FIG. 1, reference numeral 1 denotes a reinforcing fiber having a high tensile strength such as an aromatic polyamide fiber, a carbon fiber or a glass fiber, and a thermoplastic resin 2 such as polyethylene or vinylon is provided on the peripheral surface of the reinforcing fiber 1. Apply coating. The reinforcing fiber 1 has a diameter of about 12 μm, and a plurality of bundles of the reinforcing fibers 1 are prepared as shown in FIG. 2, for example, 8 bundles are prepared, and the fineness is increased to about 500,000 denier or more and knitted into a braid. The material for repair 3 was used.

【0008】この補修用材料3は繊維の集合物であるの
で、比較的柔軟で、図3のように柱等のコンクリート構
造物4に簡単に巻き付けすることが出来る。そして、こ
のあと巻き付けた補修用材料3を加熱されたコテや熱風
加熱器等で加熱すると、熱可塑性樹脂2が溶解して各補
強用繊維1同士がつながり、その固化後には各補強用繊
維1が一体になったFRP構成になる。この場合、加熱
温度は補強用繊維1を損傷せず、熱可塑性樹脂2を溶か
す程度の温度に制御する。該補強用繊維1と熱可塑性樹
脂2の溶解温度差は100℃程度以上あることが好まし
く、該補強用繊維1が芳香族ポリアミド繊維である場
合、強度低下を生じる温度は300℃であるから、熱可
塑性樹脂2には150℃で溶解するポリエチレン、ポリ
エステル、ビニロンを使用することが好ましい。尚、該
熱可塑性樹脂2をコーティングした補強用繊維1は、長
尺の布状や幅広の紐状に編織することも可能である。
Since the repair material 3 is an aggregate of fibers, it is relatively flexible and can be easily wound around a concrete structure 4 such as a pillar as shown in FIG. Then, when the wound repair material 3 is heated with a heated iron, a hot air heater, or the like, the thermoplastic resin 2 is melted and the reinforcing fibers 1 are connected to each other. It becomes the FRP structure that is integrated. In this case, the heating temperature is controlled so that the reinforcing fiber 1 is not damaged and the thermoplastic resin 2 is melted. The difference in melting temperature between the reinforcing fiber 1 and the thermoplastic resin 2 is preferably about 100 ° C. or more, and when the reinforcing fiber 1 is an aromatic polyamide fiber, the temperature at which strength is reduced is 300 ° C. For the thermoplastic resin 2, it is preferable to use polyethylene, polyester, or vinylon that melts at 150 ° C. The reinforcing fiber 1 coated with the thermoplastic resin 2 may be knitted or woven into a long cloth shape or a wide string shape.

【0009】[0009]

【発明の効果】以上のように本発明によるときは、コン
クリート構造物の補修用材料を熱可塑性樹脂をコーティ
ングした補強用繊維を編織して作成したので、これをコ
ンクリート構造物に巻き付ける際に樹脂を含浸させる作
業が不要で巻き付け作業が簡単になり、溶解した樹脂を
取り扱わないから施工管理も簡略化され、現場の汚れも
なくなる等の効果がある。
As described above, according to the present invention, since the material for repairing the concrete structure is made by weaving the reinforcing fibers coated with the thermoplastic resin, it is possible to use the resin when winding it around the concrete structure. Since the work of impregnating the resin is not required, the winding work is simplified, and since the melted resin is not handled, the construction management is simplified, and there is an effect that the on-site dirt is eliminated.

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

【図1】 本発明の実施に使用した補強用繊維の構造を
示す説明図
FIG. 1 is an explanatory view showing a structure of a reinforcing fiber used for carrying out the present invention.

【図2】 本発明の実施例の斜視図FIG. 2 is a perspective view of an embodiment of the present invention.

【図3】 本発明の補修用材料を使用した補修の例を示
す斜視図
FIG. 3 is a perspective view showing an example of repair using the repair material of the present invention.

【符号の説明】[Explanation of symbols]

1 補強用繊維 2 熱可塑性樹脂 3 補修用材料 4 コンクリート構造物 1 Reinforcing Fiber 2 Thermoplastic Resin 3 Repair Material 4 Concrete Structure

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート構造物の補修のためにこれ
に巻き付ける補強用繊維を編織した補修用材料に於い
て、該補修用材料を熱可塑性樹脂をコーティングした補
強用繊維で編織したものとすることを特徴とするコンク
リート構造物の補修用材料。
1. A repair material in which reinforcing fibers to be wound around for repairing a concrete structure are knitted and woven, and the repair material is knitted with reinforcing fibers coated with a thermoplastic resin. A material for repairing concrete structures.
【請求項2】 上記補強用繊維にガラス繊維、炭素繊維
や芳香族ポリアミド繊維等の高強度繊維を使用し、この
高強度繊維にポリエチレンやビニロン等の熱可塑性樹脂
をコーティングすることを特徴とする請求項1に記載の
コンクリート構造物の補修用材料。
2. The reinforcing fiber is made of high strength fiber such as glass fiber, carbon fiber or aromatic polyamide fiber, and the high strength fiber is coated with a thermoplastic resin such as polyethylene or vinylon. The material for repairing a concrete structure according to claim 1.
【請求項3】 上記補修用材料を熱可塑性樹脂をコーテ
ィングした高強度繊維を平織りまたは組物の編織で長尺
紐状に作成したことを特徴とする請求項1に記載のコン
クリート構造物の補修用材料。
3. The repair of a concrete structure according to claim 1, wherein high-strength fibers coated with a thermoplastic resin as the repair material are formed into a long string shape by plain weaving or braid weaving. Materials.
JP7717393A 1993-04-02 1993-04-02 Repair material for concrete structure Pending JPH06288102A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7717393A JPH06288102A (en) 1993-04-02 1993-04-02 Repair material for concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7717393A JPH06288102A (en) 1993-04-02 1993-04-02 Repair material for concrete structure

Publications (1)

Publication Number Publication Date
JPH06288102A true JPH06288102A (en) 1994-10-11

Family

ID=13626410

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7717393A Pending JPH06288102A (en) 1993-04-02 1993-04-02 Repair material for concrete structure

Country Status (1)

Country Link
JP (1) JPH06288102A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007113346A (en) 2005-10-24 2007-05-10 Nippon Oil Corp Shearing reinforcement method for concrete structure using braid-like carbon fiber
CN109057395A (en) * 2018-09-27 2018-12-21 西南科技大学 FRP- for penstock prestressed reinforcement expands ECC multiple tube and its construction technology

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007113346A (en) 2005-10-24 2007-05-10 Nippon Oil Corp Shearing reinforcement method for concrete structure using braid-like carbon fiber
CN109057395A (en) * 2018-09-27 2018-12-21 西南科技大学 FRP- for penstock prestressed reinforcement expands ECC multiple tube and its construction technology

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