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JPH09296615A - Repairing and reinforcing method for structure - Google Patents

Repairing and reinforcing method for structure

Info

Publication number
JPH09296615A
JPH09296615A JP8112605A JP11260596A JPH09296615A JP H09296615 A JPH09296615 A JP H09296615A JP 8112605 A JP8112605 A JP 8112605A JP 11260596 A JP11260596 A JP 11260596A JP H09296615 A JPH09296615 A JP H09296615A
Authority
JP
Japan
Prior art keywords
resin
sheet
reinforcing
reinforcing fiber
repairing
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
JP8112605A
Other languages
Japanese (ja)
Inventor
Akira Nishimura
明 西村
Ikuo Horibe
郁夫 堀部
Kiyoshi Honma
清 本間
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Toray Industries Inc
Original Assignee
Toray Industries Inc
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Toray Industries Inc filed Critical Toray Industries Inc
Priority to JP8112605A priority Critical patent/JPH09296615A/en
Publication of JPH09296615A publication Critical patent/JPH09296615A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Moulding By Coating Moulds (AREA)

Abstract

PROBLEM TO BE SOLVED: To restrain smell of resin after completion of resin coating work and to shorten the term of works by a method wherein repairing and reinforcing works for a structure are executed with the surface of a reinforcing fiber sheet impregnated with thermosetting resin covered at a specified percentage. SOLUTION: A reinforcing fiber sheet 3-1 is stuck all over the surface 2 of a structure, for which primary processing is applied, so that the axial direction of the fiber is aligned with the longitudinal direction of a concrete structure 1. Resin that becomes a matrix is applied to the surface of the reinforcing fiber sheet 3-1, and impregnation of resin and defoaming are executed with a defoaming roller applied. A reinforcing fiber sheet 3-2 is stuck likewise and furthermore, a reinforcing fiber sheet 3-3 is stuck with the axial direction of the fiber being aligned with the circumferential direction. The reinforcing fiber sheet 3-3 impregnated with resin at the outermost layer is covered with an airtight sheet 4. With covering by the airtight sheet 4 executed before starting of gelatination of resin after sticking, the airtight sheet 4 can be stuck fast to the unhardened resin, making work easy. The percentage of coverage by the airtight sheet 4 shall be 85-100%, and thereby bad smell can be prevented while the term of works being shortened.

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】本発明は繊維強化プラスチッ
クによる構造物の補修・補強方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for repairing / reinforcing a structure using fiber reinforced plastic.

【0002】[0002]

【従来の技術】コンクリート、鉄、FRPや木材などの
材料で作られた建物、船、橋、トンネル、ダム、煙突な
どの構造物が長年の使用によって劣化しても、補修また
は補強することによって寿命を延ばす、すなわちリフォ
ームすることが行われている。特に、橋、トンネル、煙
突や建物などのコンクリート構造物は、長年の使用によ
りコンクリートの中性化や錆の発生による劣化、通行す
る車両重量の緩和による負荷の増大、地震による損傷や
より大きな地震を想定した耐震基準の見直しなどによっ
て、補修・補強が必要となってきている。
2. Description of the Related Art Even if structures such as buildings, ships, bridges, tunnels, dams, and chimneys made of materials such as concrete, iron, FRP and wood are deteriorated due to long-term use, they are repaired or reinforced. Life extension, that is, remodeling is performed. In particular, concrete structures such as bridges, tunnels, chimneys and buildings have deteriorated due to the neutralization of concrete and the generation of rust due to long-term use, the increase in load due to the reduction of the weight of passing vehicles, damage due to earthquakes and larger earthquakes. It has become necessary to repair and reinforce such as by reviewing the earthquake resistance standards assuming the above.

【0003】さて、コンクリート構造物を補修・補強す
る代表的な工法として、鋼板をコンクリートに接着させ
る鋼板補強工法が知られているが、鋼板は重く、取扱い
に困難を伴う。このようなことから最近、鉄よりも特性
に優れる、炭素繊維などの補強繊維に樹脂を含浸さた、
いわゆる繊維強化プラスチックで補強または補修する工
法が注目されている。
[0003] As a typical method of repairing and reinforcing concrete structures, a steel plate reinforcing method of bonding a steel plate to concrete is known, but the steel plate is heavy and is difficult to handle. For this reason, recently, reinforcing fibers such as carbon fibers, which have better characteristics than iron, have been impregnated with resin.
A method of reinforcing or repairing with a so-called fiber reinforced plastic is drawing attention.

【0004】この繊維強化プラスチックによるコンクリ
ート構造物の補修・補強方法は、たとえば補修または補
強しようとするコンクリート面に常温硬化型の樹脂を塗
布し、その上に補強繊維シート置き、さらにその上に常
温硬化型の樹脂を塗布したのち、含浸ローラがけして補
強繊維シートに樹脂含浸し、必要に応じてこれを繰り返
し、樹脂を常温硬化させる現場施工によって行われてい
る。ところが、常温硬化型の樹脂は、主剤および硬化剤
で構成されているが、樹脂塗布作業中や樹脂の常温硬化
中に主剤や硬化剤を構成している揮発性成分が蒸発し、
アンモニア、アミン、ホルマリン、スチレンやフェノー
ルなどの悪臭を放って、不快感が大きい。樹脂塗布作業
は、たとえば防臭マスクを装着することや換気を十分行
うことによってその対策を講じることは可能である。し
かしながら、常温硬化型の樹脂の硬化速度は遅く、硬化
反応が終了するまでには常温で通常1週間程度必要とさ
れている。硬化が進むにしたがって臭いは少なくなって
くるが、硬化期間中は臭いを放つことになるから、とく
に建物の補修、補強工事の場合、いつまでも居住者が復
帰出来なく、工事期間が長くなるという問題がある。一
方、樹脂の硬化が十分完了しない間に入居すると、居住
者の不快感が大きくなる。同様に、トンネル内の補修、
補強工事の場合、トンネル内にいつまでも悪臭が立ちこ
み、トンネル内を通行する際、不快感が大きくなる。
This method of repairing / reinforcing a concrete structure using fiber reinforced plastic is, for example, to apply a room temperature curing type resin to the concrete surface to be repaired or reinforced, place a reinforcing fiber sheet on it, and then place it at room temperature. After applying a curable resin, the impregnating roller is brushed to impregnate the reinforcing fiber sheet with the resin, and if necessary, this is repeated and the resin is cured at room temperature. However, the room temperature curable resin is composed of a main agent and a curing agent, but during the resin coating operation and during the room temperature curing of the resin, the volatile components constituting the main agent and the curing agent evaporate,
It gives off a bad odor such as ammonia, amine, formalin, styrene and phenol, and causes a lot of discomfort. For the resin application work, it is possible to take measures against it by, for example, wearing a deodorant mask and performing sufficient ventilation. However, the curing speed of the room temperature curable resin is slow, and it usually takes about one week at room temperature to complete the curing reaction. Although the odor decreases as the curing progresses, it emits an odor during the curing period, so the problem is that the resident will not be able to return forever and the construction period will be long, especially when repairing or reinforcing the building. There is. On the other hand, if the occupant moves in before the curing of the resin is not sufficiently completed, the occupant's discomfort increases. Similarly, repairs in the tunnel,
In the case of reinforcement work, a foul odor will be kept in the tunnel forever, and discomfort will increase when passing through the tunnel.

【0005】一方、樹脂塗布作業完了後、ただちにモル
タルなどで耐火被覆すれば臭いの発生は押さえられる
が、モルタル中の水分が硬化剤の反応を阻害し、いつま
でも樹脂が硬化せず十分な補強効果が得られないという
問題がある。
On the other hand, immediately after the resin coating work is completed, fireproof coating with mortar or the like can suppress the generation of odor, but the moisture in the mortar hinders the reaction of the curing agent, and the resin does not harden forever, resulting in a sufficient reinforcing effect. There is a problem that can not be obtained.

【0006】また、現場施工に用いられる常温硬化型の
樹脂は、樹脂の垂れ落ちを防止するため、樹脂の補強繊
維シートへの含浸が悪く、樹脂塗布作業完了後、補強繊
維がスプリングバック現象で膨れ、硬化後の繊維強化プ
ラスチックの表面が凸凹し、美観を損なうという問題が
あった。
[0006] In addition, since the room temperature curing type resin used in the field construction prevents resin from dripping, the reinforcing fiber sheet is poorly impregnated with the resin, and after the resin application work is completed, the reinforcing fiber causes a springback phenomenon. There was a problem that the surface of the fiber reinforced plastic after swelling and curing was uneven, and the appearance was impaired.

【0007】[0007]

【発明の解決しようとする課題】本発明は、このような
現状に着目し、簡単に樹脂塗布作業完了後の樹脂の臭い
を押さえられて、工事期間を短くでき、また、繊維強化
プラスチックの表面が平滑となる構造物の補修・補強方
法を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention pays attention to such a situation, and can easily suppress the odor of the resin after completion of the resin application work, shorten the construction period, and reduce the surface of the fiber reinforced plastic. It is an object of the present invention to provide a method for repairing / reinforcing a structure having a smooth surface.

【0008】[0008]

【課題を解決するための手段】上記目的を達成するため
に、本発明では、構造物面に、熱硬化性樹脂が含浸され
てなる補強繊維シートを貼り、前記熱硬化性樹脂を硬化
せしめて構造物を補修・補強するにあたって、前記補強
繊維シートの外表面を気密性シートで被覆することを特
徴とする構造物の補修・補強方法が提供される。
In order to achieve the above object, in the present invention, a reinforcing fiber sheet impregnated with a thermosetting resin is attached to the surface of a structure, and the thermosetting resin is cured. In repairing / reinforcing a structure, there is provided a method for repairing / reinforcing a structure, which comprises covering the outer surface of the reinforcing fiber sheet with an airtight sheet.

【0009】[0009]

【発明の実施の形態】本発明につき、以下詳細に説明す
る。
BEST MODE FOR CARRYING OUT THE INVENTION The present invention will be described in detail below.

【0010】本発明を、図1に示した一実施態様にもと
づいて説明するに、コンクリートからなる構造物1の繊
維強化プラスチックによる補修・補強方法は、まず、必
要に応じて、補修・補強する構造物面2に付着している
油などの不純物をアセトンなどの有機溶剤や石鹸水で除
去し、コンクリート面のヒビ割れ部やコンクリートの欠
けた箇所に、モルタルや樹脂を充填し、また、必要に応
じて、コンクリートの凸部を削り接着面を平滑に、また
は、サンダーでコンクリート表面をあらすなどの下地処
理を行う。ついで、コンクリート面と硬化後の繊維強化
プラスチック板と接着性をよくするために、必要に応じ
て、粘度の低いエポキシ樹脂系プライマーを塗布し、1
〜2日間程度プライマー樹脂が硬化するまで放置する。
つぎに、コンクリート構造物面に繊維強化プラスチック
のマトリックスとなる樹脂を塗布ローラなどで塗布し、
シートの長さ方向に補強繊維が配列した一方向補強繊維
シートを用いて、現場で樹脂含浸が含浸された補強繊維
シートを作製、貼り付けを行う。具体的には、先ず補強
繊維シート3−1を補強繊維軸方向がコンクリート柱の
長さ方向となるように構造物の全面に貼り、補強繊維シ
ート3−1上にマトリックスとなる樹脂を塗布し、その
上を脱泡ローラがけし、補強繊維シート3−1への樹脂
含浸と同時に脱泡を行い、さらにその上に一方向補強繊
維シート3−2を、補強繊維シート3−1の上に貼り、
樹脂塗布および脱泡ローラがけを行い、次に、一方向補
強繊維シート3−3を繊維軸方向がコンクリート柱の周
方向となるように貼り、樹脂塗布および脱泡ローラがけ
を行って構造物面に貼り付けを行う。
The present invention will be described based on the embodiment shown in FIG. 1. In the method of repairing and reinforcing a structure 1 made of concrete with fiber reinforced plastic, first, if necessary, repairing and reinforcing is performed. Impurities such as oil adhering to the structure surface 2 are removed with an organic solvent such as acetone or soapy water, and mortar or resin is filled in the cracked portion of the concrete surface or the chipped portion of the concrete. Depending on the condition, the convex portion of the concrete is ground to smooth the adhesive surface, or the concrete surface is treated with a sander. Then, in order to improve the adhesiveness between the concrete surface and the fiber-reinforced plastic plate after curing, an epoxy resin-based primer having a low viscosity is applied, if necessary, and 1
Leave for about 2 days until the primer resin is cured.
Next, apply the resin that becomes the matrix of fiber reinforced plastic to the concrete structure surface with an application roller etc.,
Using a unidirectional reinforcing fiber sheet in which reinforcing fibers are arranged in the length direction of the sheet, a reinforcing fiber sheet impregnated with resin impregnation is prepared and attached on site. Specifically, first, the reinforcing fiber sheet 3-1 is attached to the entire surface of the structure so that the axial direction of the reinforcing fiber is the length direction of the concrete column, and the resin serving as a matrix is applied onto the reinforcing fiber sheet 3-1. Then, a defoaming roller is placed on the reinforcing fiber sheet 3-1 to impregnate the reinforcing fiber sheet 3-1 with the resin, and defoaming is performed at the same time. Paste,
The resin is applied and the defoaming roller is applied, then the unidirectional reinforcing fiber sheet 3-3 is attached so that the fiber axis direction is the circumferential direction of the concrete column, and the resin is applied and the defoaming roller is applied to the structure surface. Paste on.

【0011】補修・補強の程度により、これら積層作業
を繰り返し、積層枚数、すなわち強化繊維量を決める。
以上は、通常行われている、繊維強化プラスチックによ
るコンクリート構造物の補強方法であり、本発明におい
てなんら変わることはない。本発明では、熱硬化性樹脂
を含浸させた補強繊維シートを構造物面に貼り付けた
後、この上に更に気密性シート4で樹脂が含浸された補
強繊維シートを覆い、未硬化または硬化途中にある樹脂
が空気に触れにくいようにして、主剤や硬化剤を構成し
ているアンモニア、アミン、ホルマリン、スチレンやフ
ェノールなどの揮発性成分の蒸発を抑えようとするもの
である。
These laminating operations are repeated depending on the degree of repair and reinforcement to determine the number of laminated layers, that is, the amount of reinforcing fibers.
The above is a conventional method of reinforcing a concrete structure with fiber reinforced plastic, and does not change at all in the present invention. In the present invention, after the reinforcing fiber sheet impregnated with the thermosetting resin is attached to the structure surface, the reinforcing fiber sheet impregnated with the resin is further covered with the airtight sheet 4, and the uncured or in the middle of curing. It is intended to prevent the resin in (1) from contacting with air and to suppress the evaporation of volatile components such as ammonia, amine, formalin, styrene and phenol, which constitute the main agent and the curing agent.

【0012】気密性シートによる樹脂含浸補強繊維シー
トの被覆は、最外層の樹脂含浸補強繊維シートの貼り付
け後、樹脂のゲル化が始まる前に行うと、気密性シート
と未硬化の樹脂が密着して気密性シートの貼り付け作業
は容易になり、また、臭いの閉じ込めも完全になるので
好ましい。
If the resin-impregnated reinforcing fiber sheet is covered with the airtight sheet after the resin-impregnated reinforcing fiber sheet of the outermost layer is attached and before the gelation of the resin begins, the airtight sheet and the uncured resin adhere to each other. This is preferable because the work of attaching the airtight sheet becomes easy and the odor is completely contained.

【0013】気密性シートで樹脂含浸補強繊維シートを
覆う面積割合は、好ましくは100%、すなわち完全に
覆うことができればよいが、少なくとも85%以上覆う
ことができれば、かなりの人が不快感を覚えなくなる。
The area ratio of covering the resin-impregnated reinforcing fiber sheet with the airtight sheet is preferably 100%, that is, it is sufficient if it can be completely covered, but if it can cover at least 85% or more, a considerable person feels discomfort. Disappear.

【0014】本発明に用いる気密性シートとは、ポリエ
ステル、ポリアミド、ポリ塩化ビニル、ポリテレフタル
酸エチレン、ポリ塩化ビニルデン、ポリフッ化ビニル、
ポリプロピレン、ポリエチレン、ポリスチレンなどの樹
脂フイルム、セロファン、織物、不職布や紙などに樹脂
コーティング処理を施したコーティング布帛や、紙にシ
リコーン離形剤が含浸、コーティングされたシリコーン
ペーパーなどである。なかでも、ガスを透過しにくい、
すなわち高ガスバリアー性のポリエステル、ポリアミ
ド、ポリ塩化ビニル、ポリテレフタル酸エチレン、ポリ
塩化ビニルデン、ポリフッ化ビニルなどのフイルム、セ
ロファンやシリコーンペーパーなどが好ましい。
The airtight sheet used in the present invention means polyester, polyamide, polyvinyl chloride, ethylene polyterephthalate, polyvinyldene chloride, polyvinyl fluoride,
Examples thereof include resin films such as polypropylene, polyethylene and polystyrene, cellophane, woven fabrics, coated cloth obtained by applying resin coating treatment to unwoven cloth and paper, and silicone paper in which paper is impregnated and coated with a silicone release agent. Above all, it is difficult for gas to permeate,
That is, a film having high gas barrier properties such as polyester, polyamide, polyvinyl chloride, ethylene polyterephthalate, polyvinyldene chloride and polyvinyl fluoride, cellophane and silicone paper are preferable.

【0015】気密性シートは、断面形状が円形や矩形の
柱や梁の全面を覆い、かつ未硬化または硬化途中にある
樹脂との密着性を高めるに、可撓性に優れていることが
好ましく、シートの厚さが通常30〜200ミクロンで
ある。30ミクロン未満になると、シートに皺が入りや
すく取扱い性が悪くなり、また、シートが薄いので臭い
はシートを透過し、臭いの遮断することは難しくなりが
ちである。一方、シートの厚さが200ミクロンを越え
ると、皺が入り難く、取扱い性に優れるが剛性が大きい
ので、シートを円柱や四角柱に沿わせると、未硬化状態
の熱硬化性樹脂とシートとの接着力が小さいので、シー
トが樹脂含浸補強繊維シートから浮き上がってしまい、
臭いがその隙間から逃げて遮断効果が薄れてしまいがち
である。気密性シートによる樹脂含浸補強繊維シートの
被覆方法は、たとえば柱の施工の場合、100cm幅の
第1の気密性シートを柱の全周に巻き、第1の気密性シ
ートの端部を周方向に若干オーバラップするように切断
し、切断部の気密性シートと柱に巻かれた気密性シート
とを柱の長さ方向に接着テープで接着する。次に、既に
巻き付けた第1気密性シートに、新たな第2の気密性シ
ートが第1の気密性シートと長さ方向に若干オーバラッ
プするように巻き、第1の気密性シートと第2の気密性
シートの端部を、柱の周方向に接着テープで接着し、同
時に第2の気密性シートの端部が周方向に若干オーバラ
ップするように切断し、切断部の気密性シートと柱に巻
かれた第2の気密性シートとを柱の長さ方向に接着テー
プで接着する。柱の長さが長い場合、これを繰り返すこ
とによって、気密性に優れた被覆を行うことが出来るの
である。
The airtight sheet preferably has excellent flexibility so as to cover the entire surface of a column or beam having a circular or rectangular cross section and to improve the adhesion to the resin which is uncured or is in the process of curing. The sheet thickness is usually 30-200 microns. If it is less than 30 μm, wrinkles are liable to be formed in the sheet and the handleability is poor. Further, since the sheet is thin, odor tends to pass through the sheet and it is difficult to block the odor. On the other hand, when the thickness of the sheet exceeds 200 microns, wrinkles are less likely to enter and handling is excellent, but the rigidity is high. Therefore, if the sheet is arranged along a cylinder or a square pole, the uncured thermosetting resin and the sheet are separated. Since the adhesive strength of is small, the sheet floats up from the resin-impregnated reinforcing fiber sheet,
Smells tend to escape from the gap and weaken the blocking effect. The method of coating the resin-impregnated reinforcing fiber sheet with the airtight sheet is, for example, in the case of pillar construction, winding a first airtight sheet having a width of 100 cm around the entire circumference of the pillar, and circumferentially extending the end portion of the first airtight sheet in the circumferential direction. Then, the airtight sheet at the cut portion and the airtight sheet wound around the column are bonded with an adhesive tape in the longitudinal direction of the column. Next, a new second airtight sheet is wound around the already wound first airtight sheet so as to slightly overlap the first airtight sheet in the longitudinal direction, and the first airtight sheet and the second airtight sheet are wound together. The end portion of the airtight sheet of No. 2 is adhered to the circumferential direction of the column with an adhesive tape, and at the same time, the end portion of the second airtight sheet is cut so that the end portion thereof slightly overlaps in the circumferential direction. The second airtight sheet wound around the pillar is bonded to the pillar in the length direction of the pillar with an adhesive tape. When the length of the column is long, by repeating this, it is possible to perform coating with excellent airtightness.

【0016】本発明の補修・補強方法では、気密性のシ
ートが樹脂含浸補強繊維シートを覆っているので、樹脂
塗布作業完了後、補強繊維がスプリングバック現象で膨
れるのを気密性のシートが押さえるので、硬化後の繊維
強化プラスチックの表面が凸凹するようなことはなく、
平滑になるという効果も奏する。
In the repairing / reinforcing method of the present invention, since the airtight sheet covers the resin-impregnated reinforcing fiber sheet, the airtight sheet suppresses the swelling of the reinforcing fiber due to the springback phenomenon after the resin application work is completed. Therefore, the surface of the fiber reinforced plastic after curing will not be uneven,
It also has the effect of becoming smooth.

【0017】本発明では、通常、熱硬化性樹脂が硬化し
た後に、気密性シートを剥がし、さらに引き続く作業が
遂行されるが、熱硬化性樹脂が十分に硬化する前に、気
密性シートが熱硬化性樹脂に付着した状態で、その上
に、さらにモルタル層を設けることも出来る。熱硬化性
樹脂の硬化は、水分の存在下では硬化が阻害されるが、
本発明ではモルタルの水と熱硬化性樹脂との接触は気密
性シートの存在によって遮断されるので、樹脂が十分硬
化する以前にモルタルを塗ることができるのである。樹
脂が硬化するまで直ちに次の耐火被覆のためのモルタル
塗りにはいることが出来るので、樹脂が硬化するまで期
間、工事を中断する必要はなく、工事期間を短くでき、
効率的である。なお、この場合、気密性シートは補修・
補強後の構造物の1部となるので、熱硬化性樹脂との接
着性がよく、耐アルカリ性に優れるポリアミドからなる
気密性シートが好ましい。
In the present invention, normally, after the thermosetting resin is cured, the airtight sheet is peeled off and the subsequent work is carried out. However, before the thermosetting resin is sufficiently cured, the airtight sheet is heated. It is also possible to further provide a mortar layer on the curable resin in a state of being attached thereto. Curing of thermosetting resin is inhibited in the presence of water,
In the present invention, the contact between the water of the mortar and the thermosetting resin is blocked by the presence of the airtight sheet, so that the mortar can be applied before the resin is sufficiently cured. Since you can immediately apply mortar coating for the next fireproof coating until the resin cures, you do not have to interrupt the construction until the resin cures, you can shorten the construction period,
It is efficient. In this case, repair the airtight sheet.
Since it will be a part of the structure after reinforcement, an airtight sheet made of polyamide, which has good adhesiveness to the thermosetting resin and excellent alkali resistance, is preferable.

【0018】また、本発明では前記熱硬化性樹脂が硬化
した後、気密性シートを剥がし、さらにモルタル層を設
けることも出来る。
In the present invention, after the thermosetting resin is cured, the airtight sheet may be peeled off and a mortar layer may be provided.

【0019】本発明に用いるモルタルは、結合材にセメ
ントを用いて骨材としての砂を結合した通常のモルタル
であってよいが、気密性のシートや繊維強化プラスチッ
クとモルタルの接着性を高めるため、結合材にセメント
と、スチレンブタジエン、ラテックス、エチレン酢酸ビ
ニルまたはポリアクリル酸エステルなどのポリマーを用
い、砂を結合したポリマーセメントモルタルを用いるよ
い。
The mortar used in the present invention may be a normal mortar in which cement is used as a binder to bond sand as an aggregate, but in order to enhance the adhesiveness between the mortar and the airtight sheet or fiber reinforced plastic. As the binder, cement and a polymer such as styrene butadiene, latex, ethylene vinyl acetate or polyacrylic acid ester may be used, and a sand-bonded polymer cement mortar may be used.

【0020】本発明においては、シート状補強繊維材へ
塗布するマトリックス樹脂は、常温硬化型の熱硬化性樹
脂が好ましい。熱硬化性樹脂としては、エポキシ樹脂、
フノール樹脂、ビニルエステル樹脂、メラミン樹脂、ケ
イ素樹脂や不飽和ポリエステル樹脂などが具体的に挙げ
られる。なかでも、エポキシ樹脂は耐アルカリ性に優れ
るので、構造物がコンクリートからなる場合でも、アル
カリ性であるコンクリートに侵され、経年変化で劣化す
るようなことがなく、また、コンクリートや強化繊維と
の接着がよく、補強繊維による構造物の補強効果が大き
い。また、マトリックス樹脂が室温で硬化する場合に
は、樹脂含浸作業したのち放置しておくことによって、
硬化が進み、コンクリートや強化繊維と十分に接着する
ので、補修・補強作業が簡単になる。特に、建物の内部
やトンネルの内部の補修・補強の場合には、使用する材
料に対して不燃性が要求されるので、常温硬化型のフェ
ノール樹脂が好ましく用いられる。ここで、常温硬化型
の熱硬化性樹脂とは、通常、使用雰囲気の温度が20℃
の時、主剤と硬化剤を混合してから30分〜5時間程度
でゲル化が始まる熱硬化性樹脂をいう。
In the present invention, the matrix resin applied to the sheet-like reinforcing fiber material is preferably a room temperature curable thermosetting resin. As the thermosetting resin, epoxy resin,
Specific examples include funol resins, vinyl ester resins, melamine resins, silicon resins and unsaturated polyester resins. Among them, since epoxy resin has excellent alkali resistance, even if the structure is made of concrete, it will not be deteriorated due to secular change due to being invaded by alkaline concrete. Well, the reinforcing effect of the structure by the reinforcing fiber is great. Also, if the matrix resin cures at room temperature, leave it after the resin impregnation work,
The hardening progresses and it adheres well to concrete and reinforcing fibers, making repair and reinforcement work easier. In particular, in the case of repairing / reinforcing the inside of a building or the inside of a tunnel, a non-flammable material is required for the material used, and thus a room temperature curable phenol resin is preferably used. Here, the room temperature-curable thermosetting resin generally means that the temperature of the use atmosphere is 20 ° C.
At that time, it means a thermosetting resin in which gelation starts about 30 minutes to 5 hours after mixing the main agent and the curing agent.

【0021】熱硬化性樹脂における硬化の進行は、使用
する硬化剤の種類や量によっても支配されるが、常温硬
化型の熱硬化性樹脂の場合には、主剤と硬化剤を混合し
て、樹脂含浸に供してから常温2日間(48時間)程度
でかなり重合が進み、アンモニア、アミン、ホルマリ
ン、スチレンやフェノールなどの揮発性成分が反応した
り繊維強化プラスチックの中に閉じ込められるので、気
密性のシートを剥がしても、悪臭は緩和され、人間が不
快感を感じない程度までになる。
The progress of curing in the thermosetting resin is governed by the kind and amount of the curing agent used, but in the case of the room temperature curing type thermosetting resin, the main component and the curing agent are mixed and Polymerization proceeds considerably for about 2 days (48 hours) at room temperature after resin impregnation, and volatile components such as ammonia, amine, formalin, styrene and phenol react and are trapped in fiber reinforced plastic, so it is airtight. Even if the sheet is removed, the foul odor is alleviated, and it does not cause human discomfort.

【0022】本発明に用いる補強繊維はフィラメントが
多数本集束したマルチフィラメント糸からなり、炭素繊
維、ポリアラミド繊維やガラス繊維などの高強度・高弾
性率繊維である。なかでも、炭素繊維はアルカリに侵さ
れることはなく、本発明に用いる補強繊維として好まし
い。
The reinforcing fiber used in the present invention is a multifilament yarn in which a large number of filaments are bundled, and is a high-strength / high-modulus fiber such as carbon fiber, polyaramid fiber or glass fiber. Among them, carbon fiber is not corroded by alkali and is preferable as a reinforcing fiber used in the present invention.

【0023】補強繊維シートの形態は、補強繊維糸条が
たて方向に配列し、よこ糸が細い補助糸で織組織した一
方向織物や、補強繊維糸条がたて方向におよびよこ方向
に配列した二方向織物であってよい。
The form of the reinforcing fiber sheet is such that the reinforcing fiber yarns are arranged in the warp direction and the weft yarns are woven with fine auxiliary yarns, or the reinforcing fiber yarns are arranged in the warp direction and the weft direction. It may be a bidirectional woven fabric.

【0024】また、補強繊維シートの他の形態は、補強
繊維糸条を一方向に並行に配列しメッシュ状や紙などの
支持材で荷担し、3〜10重量%程度の樹脂で支持材に
接着させた一方向材であってよい。また、織物や一方向
材にあらかじめ樹脂を含浸したプリプレグなどのシート
状の繊維材であってもよい。プリプレグのマトリックス
となる樹脂は、エポキシ樹脂、ビニルエステル樹脂、不
飽和ポリエステル樹脂やフェノール樹脂などの前記した
熱硬化性樹脂が用いられる。
In another form of the reinforcing fiber sheet, reinforcing fiber yarns are arranged in parallel in one direction, and a supporting material such as mesh or paper is used to carry the reinforcing fiber sheet, and the supporting material is made of 3 to 10% by weight of resin. It may be a bonded unidirectional material. Further, it may be a sheet-shaped fiber material such as a prepreg or a woven material or a unidirectional material impregnated with a resin in advance. As the resin serving as the matrix of the prepreg, the above-mentioned thermosetting resins such as epoxy resin, vinyl ester resin, unsaturated polyester resin and phenol resin are used.

【0025】本発明の補修・補強方法は、橋の橋脚、床
版や桁など屋外に設置されている構造物にも適用できる
が、特に建物内部の柱、壁や梁、およびトンネル内部な
どの、空気の流通が悪い箇所の補修・補強に適用する
と、悪臭が防げるので、樹脂の硬化を待たず入室または
通行が出来るので、工事期間を短くすることが出来、入
室または通行する人に不快感を与えることがなくなるの
で好ましい。
The repairing / reinforcing method of the present invention can be applied to structures installed outdoors such as bridge piers, floor slabs and girders, but especially in columns, walls and beams inside buildings, and inside tunnels. When applied to repair / reinforce areas with poor air circulation, bad odors can be prevented, so it is possible to enter or pass through without waiting for the resin to harden, which can shorten the construction period and make people who enter or pass through discomfort. Is preferable because it does not give

【0026】なお、上記の一実施態様では構造物を構成
する材料がコンクリートの場合について記載したが、
鉄、FRPや木材などの材料で作られた構造物であって
も同様な補修・補強方法が可能であり、硬化するまでの
熱硬化性樹脂の悪臭を防ぐことができ、またプラスチッ
クの表面を平滑になるなど、前記実施態様と同様な効果
が得られる。
In the above embodiment, the case where the material constituting the structure is concrete is described.
Even for structures made of materials such as iron, FRP and wood, the same repair and reinforcement methods can be used to prevent the bad odor of the thermosetting resin until it hardens, and the plastic surface The same effects as those of the above-described embodiment can be obtained such as smoothing.

【0027】[0027]

【実施例】【Example】

(実施例1)部屋の容積が900m3 の中に、断面形状
が30cm×30cmの正方形で、コーナ部のRが6m
m、長さが3mのコンクリート柱にエポキシ樹脂系のプ
ライマーをコンクリート面に均一に塗り、一昼夜放置
し、プライマーが半硬化状態になったところに常温硬化
型のエポキシ樹脂を、塗布量が300g/m2 となるよ
うに全面に均一に塗布した。その上に炭素繊維が長さ方
向に配列し、横方向は細いガラス繊維を使用した、炭素
繊維の目付が300g/m2 の一方向炭素繊維織物A
を、炭素繊維の配列方向が柱の長さ方向になるようにし
て、柱の全面に覆うように置き、その上に樹脂の塗布量
が500g/m2 となるように全面に均一に塗布し、含
浸ローラで樹脂を織物に含浸させた。さらにその上に一
方向炭素繊維織物Aを置き、500g/m2 の樹脂を塗
布し、織物に含浸さ、これを繰り返し合計炭素繊維織物
Aを4枚積層し、樹脂含浸させた。樹脂含浸作業終了
後、ただちに、厚さが100ミクロンの気密性のポリエ
ステルフイルムで樹脂含浸炭素繊維織物を覆い、フイル
ムの繋ぎ目はフイルムとフイルムを5cm程度オーバラ
ップし、その接合部を接着テープで接着した。気密性の
シートによる樹脂含浸補強繊維シートの被覆割合は90
%であった。その後、部屋の換気を十分に行い、樹脂の
塗布作業の際の臭気は逃がして、窓を締切り、10の人
にその部屋に入ってもらい、臭気テストをしたところ、
9人は全く臭気を感じなかった。
(Example 1) A room having a volume of 900 m 3 has a square cross section with a size of 30 cm × 30 cm, and a corner portion has a radius R of 6 m.
m, 3 m long concrete column with epoxy resin-based primer evenly applied on the concrete surface and left for one day and night. When the primer became semi-cured, room temperature curing type epoxy resin was applied at 300 g / It was evenly applied to the entire surface so as to be m 2 . Unidirectional carbon fiber woven fabric A in which carbon fibers are arranged in the lengthwise direction and thin glass fibers are used in the transverse direction and the basis weight of the carbon fibers is 300 g / m 2.
Is placed so that the arrangement direction of the carbon fibers is the length direction of the pillar so as to cover the entire surface of the pillar, and the resin is evenly applied on the entire surface so that the amount of resin applied is 500 g / m 2. The fabric was impregnated with the impregnating roller. Further, a unidirectional carbon fiber woven fabric A was placed thereon, 500 g / m 2 of resin was applied and impregnated into the woven fabric, and this was repeated, and four total carbon fiber woven fabrics A were laminated and impregnated with resin. Immediately after the resin impregnation work, the resin-impregnated carbon fiber woven fabric was covered with a 100-micron-thick airtight polyester film, and the seams of the films overlap the film and the film by about 5 cm, and the joining portion is bonded with an adhesive tape. Glued The coverage of the resin-impregnated reinforcing fiber sheet with the airtight sheet is 90.
%Met. After that, thoroughly ventilate the room, let out the odor during the resin application work, shut off the window, let 10 people enter the room, and performed an odor test.
Nine had no odor.

【0028】(比較例1)樹脂含浸炭素繊維織物を気密
性のフイルムで覆うことはせず、その他は実施例と全く
同じ条件にして、部屋の換気を十分に行い、樹脂の塗布
作業の際の臭気は逃がして、窓を締切り、10の人にそ
の部屋に入ってもらい、臭気テストをしたところ、10
人とも悪臭を感じ、7人は気分が悪い、2人は頭痛を訴
えた。
(Comparative Example 1) The resin-impregnated carbon fiber woven fabric was not covered with an airtight film, and the other conditions were exactly the same as those of the examples, and the room was sufficiently ventilated to apply the resin. Odor was released, the windows were closed, and 10 people entered the room and tested for odor.
Both people felt a bad odor, seven felt unwell and two complained of headaches.

【0029】[0029]

【発明の効果】本発明により、熱硬化性樹脂をマトリッ
クスとする繊維強化プラスチックで構造物を補修・補強
する時の、樹脂塗布作業完了後の樹脂の臭いを簡単に押
さえることができ、工事期間を短くできるばかりか、繊
維強化プラスチックの表面を平滑なものとすることがで
きる。
According to the present invention, when repairing / reinforcing a structure with a fiber reinforced plastic having a thermosetting resin as a matrix, it is possible to easily suppress the odor of the resin after the resin application work is completed, and the construction period can be reduced. Not only can the length be shortened, but the surface of the fiber reinforced plastic can be made smooth.

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

【図1】この発明の一実施態様を説明するためのFRP
補強構造物の一部破断斜視図である。
FIG. 1 shows an FRP for explaining an embodiment of the present invention.
It is a partially broken perspective view of a reinforcement structure.

【符号の説明】[Explanation of symbols]

1 コンクリート構造物 2 コンクリート構造物面 3−1 一方向補強繊維シート 3−2 一方向補強繊維シート 3−3 一方向補強繊維シート 4 気密性シート 1 Concrete Structure 2 Concrete Structure Surface 3-1 Unidirectional Reinforcing Fiber Sheet 3-2 Unidirectional Reinforcing Fiber Sheet 3-3 Unidirectional Reinforcing Fiber Sheet 4 Airtight Sheet

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.6 識別記号 庁内整理番号 FI 技術表示箇所 B29K 105:08 ──────────────────────────────────────────────────続 き Continued on the front page (51) Int.Cl. 6 Identification code Agency reference number FI Technical display location B29K 105: 08

Claims (11)

【特許請求の範囲】[Claims] 【請求項1】構造物面に、熱硬化性樹脂が含浸されてな
る補強繊維シートを貼り、前記熱硬化性樹脂を硬化せし
めて構造物を補修・補強するにあたって、前記補強繊維
シートの外表面を気密性シートで被覆することを特徴と
する構造物の補修・補強方法。
1. A reinforcing fiber sheet impregnated with a thermosetting resin is attached to a structure surface, and when the thermosetting resin is cured to repair or reinforce the structure, the outer surface of the reinforcing fiber sheet. A method for repairing / reinforcing a structure, characterized in that the sheet is covered with an airtight sheet.
【請求項2】前記気密性シートによる前記補強繊維シー
トの被覆割合が、85〜100%であることを特徴とす
る請求項1に記載の構造物の補修・補強方法。
2. The method for repairing / reinforcing a structure according to claim 1, wherein a covering ratio of the reinforcing fiber sheet with the airtight sheet is 85 to 100%.
【請求項3】前記気密性シートが、高ガスバリアー性の
気密性シートであることを特徴とする請求項1または請
求項2に記載の構造物の補修・補強方法。
3. The method for repairing / reinforcing a structure according to claim 1, wherein the airtight sheet is an airtight sheet having a high gas barrier property.
【請求項4】前記熱硬化性樹脂が硬化して後、前記気密
性シートを剥がすことを特徴とする請求項1〜3のいず
れかに記載の構造物の補修・補強方法。
4. The method for repairing / reinforcing a structure according to claim 1, wherein the airtight sheet is peeled off after the thermosetting resin is cured.
【請求項5】前記熱硬化性樹脂が硬化して後、前記気密
性シートを剥がし、その後前記補強繊維シートの外表面
にモルタル層を設けることを特徴とする請求項1〜3の
いずれかに記載の構造物の補修・補強方法。
5. The method according to claim 1, wherein after the thermosetting resin is cured, the airtight sheet is peeled off, and then a mortar layer is provided on the outer surface of the reinforcing fiber sheet. How to repair / reinforce the described structure.
【請求項6】前記熱硬化性樹脂が常温硬化性のエポキシ
樹脂であり、かつ、樹脂含浸してから気密性シートを剥
がすまでの期間が少なくとも48時間以上であることを
特徴とする請求項4または請求項5に記載の構造物の補
修・補強方法。
6. The thermosetting resin is a room temperature curable epoxy resin, and the period from the impregnation of the resin to the peeling of the airtight sheet is at least 48 hours or more. Alternatively, the method for repairing / reinforcing a structure according to claim 5.
【請求項7】前記気密性シートのさらに外側に、モルタ
ル層を設けることを特徴とする請求項1〜3のいずれか
に記載の構造物の補修・補強方法。
7. The method for repairing / reinforcing a structure according to claim 1, wherein a mortar layer is provided further outside the airtight sheet.
【請求項8】前記モルタルは、ポリマーセメントモルタ
ルであることを特徴とする請求項5〜7のいずれかに記
載の構造物の補修・補強方法。
8. The method for repairing / reinforcing a structure according to claim 5, wherein the mortar is a polymer cement mortar.
【請求項9】前記構造物がコンクリートからなることを
特徴とする請求項1〜8のいずれかに記載の構造物の補
修・補強方法。
9. The method for repairing / reinforcing a structure according to claim 1, wherein the structure is made of concrete.
【請求項10】前記構造物面が建物の内部面であること
を特徴とする請求項1〜9のいずれかに記載の構造物の
補修・補強方法。
10. The method for repairing / reinforcing a structure according to claim 1, wherein the structure surface is an inner surface of a building.
【請求項11】前記構造物面がトンネルの内部面である
ことを特徴とする請求項1〜9のいずれかに記載の構造
物の補修・補強方法。
11. The method for repairing / reinforcing a structure according to claim 1, wherein the structure surface is an inner surface of a tunnel.
JP8112605A 1996-05-07 1996-05-07 Repairing and reinforcing method for structure Pending JPH09296615A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8112605A JPH09296615A (en) 1996-05-07 1996-05-07 Repairing and reinforcing method for structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8112605A JPH09296615A (en) 1996-05-07 1996-05-07 Repairing and reinforcing method for structure

Publications (1)

Publication Number Publication Date
JPH09296615A true JPH09296615A (en) 1997-11-18

Family

ID=14590922

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8112605A Pending JPH09296615A (en) 1996-05-07 1996-05-07 Repairing and reinforcing method for structure

Country Status (1)

Country Link
JP (1) JPH09296615A (en)

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Publication number Priority date Publication date Assignee Title
JP2006161463A (en) * 2004-12-09 2006-06-22 Tsuru Gakuen Method for reinforcing steel in steel structures
JP2007030793A (en) * 2005-07-29 2007-02-08 Toray Ind Inc Arm-shaped stress transmitting member
CN102808525A (en) * 2011-06-02 2012-12-05 福懋兴业股份有限公司 Reinforcing jacket and reinforcing method of concrete column
CN102808525B (en) * 2011-06-02 2016-04-06 福懋兴业股份有限公司 Reinforcing jacket of concrete column and reinforcing method of concrete column
KR101218100B1 (en) * 2011-07-12 2013-01-03 주식회사 덕성 Spring and process aseismicity have tensile and elasticity
JP2015151836A (en) * 2014-02-19 2015-08-24 株式会社美貴本 Hollow structure reinforcing structure and reinforcing method
JP5641530B1 (en) * 2014-04-18 2014-12-17 一般社団法人 レトロフィットジャパン協会 Reinforcement structure and method of building
JP2018154384A (en) * 2017-03-17 2018-10-04 太平洋マテリアル株式会社 Concrete-made housing and manufacturing method of concrete-made housing
WO2022244432A1 (en) 2021-05-18 2022-11-24 Dic株式会社 Method for reinforcing and repairing structure, and structure
KR20230130745A (en) 2021-05-18 2023-09-12 디아이씨 가부시끼가이샤 Methods of reinforcing and repairing structures, and structures

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