JPH0539674A - Reinforcing method for structure - Google Patents

Reinforcing method for structure

Info

Publication number
JPH0539674A
JPH0539674A JP3220937A JP22093791A JPH0539674A JP H0539674 A JPH0539674 A JP H0539674A JP 3220937 A JP3220937 A JP 3220937A JP 22093791 A JP22093791 A JP 22093791A JP H0539674 A JPH0539674 A JP H0539674A
Authority
JP
Japan
Prior art keywords
prepreg
resin
curing
reinforced
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
JP3220937A
Other languages
Japanese (ja)
Inventor
Takeo Sawanobori
丈夫 澤登
Tsuneo Tanaka
常雄 田中
Shoichi Sato
正一 佐藤
Katsuji Shimamoto
勝次 島本
Katsuro Obata
克朗 小畠
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.)
Obayashi Corp
Mitsubishi Kasei Corp
Original Assignee
Obayashi Corp
Mitsubishi Kasei 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 Obayashi Corp, Mitsubishi Kasei Corp filed Critical Obayashi Corp
Priority to JP3220937A priority Critical patent/JPH0539674A/en
Publication of JPH0539674A publication Critical patent/JPH0539674A/en
Pending legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)
  • Reinforcement Elements For Buildings (AREA)
  • Working Measures On Existing Buildindgs (AREA)
  • Moulding By Coating Moulds (AREA)
  • Lining Or Joining Of Plastics Or The Like (AREA)

Abstract

PURPOSE:To efficiently reinforce a structure by sticking a plate bode impregnated with resin into reinforcing fibers and the like on the surface of a structure element to be reinforced of a structure, coating a solution containing a hardening agent and a solvent, and drying and hardening it. CONSTITUTION:Resin such as phenol resin and epoxy resin serving as a matrix is impregnated into a uniaxial orientation object, a woven fabric, and a nonwoven fabric of fibers such as carbon fibers and glass fibers used as reinforcing fibers to form a plate shape with the thickness of about 0.1-2mm. This plate body is stuck on the surface of a structure element to be reinforced of a structure, a solution containing a hardening agent such as hexamethylenetetramine and aliphatic diamine and a solvent such as ethanol is coated, and it is dried and hardened by forced hot-air drying and the like. The solution is hardened in a short time with good workability regardless of the change of temperature, and the structure can be efficiently reinforced.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は構造物の補強方法に関す
る。さらに詳しくは、建物、タンク、煙突、橋脚、床板
等の構造物を、プリプレグを用いて補強する方法に関す
る。
FIELD OF THE INVENTION The present invention relates to a method for reinforcing a structure. More specifically, the present invention relates to a method of reinforcing a structure such as a building, a tank, a chimney, a bridge pier, and a floor board with a prepreg.

【0002】[0002]

【従来の技術】既存構造物の中には、旧設計基準・指針
によって構築されたため、現行の基準による構造物に比
べて耐震性能が劣り、耐震補強を必要とする場合があ
る。また構造物の増改築に際して建物階数を増やす等の
理由から、設計荷重に対して補強を必要とする場合等、
構造物を補強する必要を生じる場合が多い。
2. Description of the Related Art Some existing structures are constructed in accordance with old design standards and guidelines, and thus have lower seismic performance than structures based on current standards, and may require seismic reinforcement. In addition, when it is necessary to reinforce the design load for reasons such as increasing the number of building floors when the structure is renovated,
Often it is necessary to reinforce the structure.

【0003】従来の補強方法としては、既存柱部材の周
囲を鋼板で囲んだり、あるいは既存柱部材を溶接金網や
鉄筋籠で囲み、主として柱部材の靭性の向上、即ちひび
割れ等の多少の損傷を受けても載荷能力およびエネルギ
ー消費能力を減少させないことを意図した補強方法が提
案されている。
As a conventional reinforcing method, the existing column member is surrounded by a steel plate, or the existing column member is surrounded by a welded wire net or a reinforcing bar cage, mainly to improve the toughness of the column member, that is, to prevent some damage such as cracks. Reinforcement methods have been proposed which are intended not to reduce the loading capacity and energy consumption capacity when receiving.

【0004】しかしこれらの補強方法では、施工現場に
おける鋼板等の溶接作業が不可欠であり、溶接は技能の
優れた熟練者による確実な作業を必要とする。また鋼板
の既存建物内への搬入は重機の使用が難しく困難であ
り、また人力によって搬入できる大きさに切断すると、
施工現場での溶接量が増加する。既存柱部材と鋼板、溶
接金網、鉄筋籠との間にはモルタル等を注入して応力の
伝達を図る必要があるが、モルタル等を密実に充填する
ことも容易でない等の種々の問題点を有している。
However, in these reinforcing methods, welding work of steel plates and the like at the construction site is indispensable, and welding requires reliable work by a highly skilled worker. In addition, it is difficult to use heavy equipment to carry the steel sheet into the existing building, and if cut into a size that can be carried in manually,
The amount of welding at the construction site increases. It is necessary to inject mortar and the like between the existing column member and the steel plate, welded wire mesh, and rebar cage to transmit the stress, but various problems such as it is not easy to densely fill the mortar etc. Have

【0005】さらに上記の補強方法では、一般的に既存
柱部材の剪断強度だけを増大させるものであり、曲げ強
度を補強前と同程度とするためには、鋼板等の補強部材
にスリットを設ける必要がある。しかし、外表面に位置
する補強部材にスリットを設けると、この部分の雨仕舞
が悪くなり、その結果漏水事故が発生し易くなる。また
鋼板に防錆処理を施す必要も生じることとなり、維持管
理費用が嵩むという問題点をも生じることとなる。
Further, in the above-mentioned reinforcing method, generally only the shear strength of the existing column member is increased, and in order to make the bending strength to the same level as before the reinforcing, a slit is provided in the reinforcing member such as a steel plate. There is a need. However, if the reinforcing member located on the outer surface is provided with the slit, the rain conditioned at this portion is deteriorated, and as a result, a water leakage accident is likely to occur. In addition, it becomes necessary to apply rust preventive treatment to the steel sheet, which causes a problem that maintenance costs increase.

【0006】鋼板をアンカーボルトおよび接着剤あるい
はグラウト材を用いてコンクリート構造物に貼付け、曲
げ強度を補強する方法も提案されている。しかし、補強
費用、補強工期の両面において必ずしも満足できるもの
ではない。
A method has also been proposed in which a steel plate is attached to a concrete structure by using an anchor bolt and an adhesive or a grout material to reinforce the bending strength. However, they are not always satisfactory in terms of reinforcement cost and reinforcement period.

【0007】高強度繊維を繊維強化プラスチックの形態
で接着剤を介して貼付けるという補強方法も提案されて
いる。しかし、繊維強化プラスチックを用いる施工方法
は、あらかじめ製作しておいた繊維強化プラスチックを
施工現場で貼付けるものであり、補強対象が大きい場合
には細かく分割して施工しなければならず、また補強対
象の形状によっては施工が複雑になるという問題点を有
している。
A reinforcing method has also been proposed in which high-strength fibers are attached in the form of fiber-reinforced plastics via an adhesive. However, the construction method using fiber reinforced plastic is to attach the fiber reinforced plastic that has been manufactured in advance at the construction site, and if the object to be reinforced is large, it must be divided into smaller pieces for construction. There is a problem that construction becomes complicated depending on the shape of the object.

【0008】構造物を、プリプレグ、即ち織物や、一軸
方向に配列した繊維等に熱硬化性樹脂を含浸させた材
料、即ち通常常温ではべたつかず、柔軟性があり、かつ
取り扱いが容易であり、成形・加熱することにより所望
の形状で硬化して繊維強化樹脂複合材(FRP)となる
材料で補強する方法が提案されている。この方法は、建
物、タンク、煙突、橋脚、床板等の構造物に高強度の炭
素繊維等で強化したプリプレグを捲回し、または貼付け
て硬化させるものである。
The structure is a material obtained by impregnating a thermosetting resin into a prepreg, that is, a woven fabric or fibers arranged in a uniaxial direction, that is, it is not sticky at ordinary temperature, is flexible, and is easy to handle. A method has been proposed in which a material is cured into a desired shape by molding and heating and is reinforced with a material that becomes a fiber-reinforced resin composite material (FRP). According to this method, a structure such as a building, a tank, a chimney, a bridge pier, or a floor board is wound or attached with a prepreg reinforced with high-strength carbon fiber or the like to be cured.

【0009】プリプレグの硬化方法としては、成形後、
加熱オーブンまたはオートクレーブ内に載置し、75〜
350℃程度に加熱する方法が最も一般的であり、この
硬化処理には、通常数時間から数日を要する。この硬化
時間を短縮させるべく、比較的硬化温度の低い樹脂を含
浸させたプリプレグを用いる方法、あるいは常温硬化型
接着剤を塗布して硬化させる方法も提案されている。
The method of curing the prepreg is as follows:
Place in a heating oven or autoclave, 75 ~
The most common method is to heat to about 350 ° C., and this curing treatment usually takes several hours to several days. In order to shorten the curing time, a method of using a prepreg impregnated with a resin having a relatively low curing temperature, or a method of applying a room temperature curable adhesive and curing it has been proposed.

【0010】[0010]

【発明が解決しようとする課題】最も一般的な、比較的
高温で硬化するプリプレグの場合、硬化処理に長時間を
要し、生産性が上がらない、大型成形物の製造にはそれ
に見合った加熱オーブンやヒーター等の熱源を必要とす
る、といった課題がある。
In the case of the most common prepreg, which cures at a relatively high temperature, the curing process takes a long time and the productivity is not improved. There is a problem that a heat source such as an oven or a heater is required.

【0011】硬化温度の低い樹脂を含浸させてなるプリ
プレグは、常温での保存安定性に難点があり、冷蔵庫に
保管する必要がある上、ポットライフが短く、作業中に
硬化してしまうおそれがある。常温硬化型の接着剤を塗
布する場合、短時間で硬化させるには硬化速度の早い接
着剤を用いる必要があるが、この場合作業性は著しく悪
く、実用性に乏しい。これらの方法においては、冬場の
屋外での作業のように、低温、特に気温10℃以下の低
温下では実施不能となる等、季節による温度変化に適応
させるのが難しい。
A prepreg impregnated with a resin having a low curing temperature has a problem in storage stability at room temperature, needs to be stored in a refrigerator, has a short pot life, and may be cured during work. is there. In the case of applying a room temperature curable adhesive, it is necessary to use an adhesive having a fast curing speed in order to cure it in a short time, but in this case, workability is remarkably poor and practicality is poor. With these methods, it is difficult to adapt to seasonal temperature changes, such as being impossible to carry out at low temperatures, especially at temperatures below 10 ° C., such as when working outdoors in winter.

【0012】本発明の目的は、上記課題を解決し、プリ
プレグを環境条件、特に温度の変動に拘わらず、作業性
良く、短時間で硬化させることによる、構造物の効率的
な補強方法を提供するにある。
An object of the present invention is to solve the above problems and to provide an efficient method for reinforcing a structure by curing a prepreg in a short time with good workability regardless of changes in environmental conditions, particularly temperature. There is

【0013】[0013]

【課題を解決するための手段】本発明は、構造物の補強
すべき構造要素の表面に、プリプレグを貼付け、該プリ
プレグに硬化剤および溶媒を含む溶液を塗布し、乾燥
し、硬化させることからなる構造物の補強方法を提供す
る。
According to the present invention, a prepreg is attached to the surface of a structural element to be reinforced in a structure, a solution containing a curing agent and a solvent is applied to the prepreg, and the prepreg is dried and cured. A method of reinforcing a structure is provided.

【0014】本発明は、硬化剤を溶媒に溶解して溶液と
してプリプレグに塗布し、乾燥することにより、該溶液
中の硬化剤が、該プリプレグ中にマイグレーションし、
作業性良く、短時間で硬化せしめうることを見いだし完
成されたものである。
In the present invention, a curing agent is dissolved in a solvent to be applied as a solution to a prepreg and dried, whereby the curing agent in the solution migrates into the prepreg,
It was completed by finding that it has good workability and can be cured in a short time.

【0015】以下本発明をより詳細に説明する。The present invention will be described in more detail below.

【0016】本発明で用いるプリプレグは、特に限定さ
れるものではない。樹脂としては、フェノール樹脂、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、ポリウレタン樹脂、ジアリルフタレート樹脂等従
来公知のいずれの樹脂をも使用できる。
The prepreg used in the present invention is not particularly limited. As the resin, any known resin such as phenol resin, epoxy resin, vinyl ester resin, unsaturated polyester resin, polyurethane resin, diallyl phthalate resin can be used.

【0017】プリプレグとは、補強繊維として用いられ
る繊維の一軸配向品、織物、不織布等にマトリックスと
しての樹脂を含浸させ、通常厚さ0.1〜2mm程度の
板状にしたものである。
The prepreg is a uniaxially oriented fiber used as a reinforcing fiber, a woven fabric, a non-woven fabric, or the like impregnated with a resin as a matrix to form a plate having a thickness of about 0.1 to 2 mm.

【0018】補強用繊維の材質としては、炭素繊維、ガ
ラス繊維、アルミナ繊維、ポリエチレン繊維、液晶ポリ
マー繊維等が例示される。補強用繊維の形態としては、
一軸配向品、織物、不織布等が例示される。補強の際の
強度を考慮すると、炭素繊維、中でも長繊維の炭素繊維
が好ましく、形態としては一軸配向品が好ましい。
Examples of the material of the reinforcing fiber include carbon fiber, glass fiber, alumina fiber, polyethylene fiber, liquid crystal polymer fiber and the like. As the form of the reinforcing fiber,
Examples include uniaxially oriented products, woven fabrics and nonwoven fabrics. Considering the strength at the time of reinforcement, carbon fibers, particularly long carbon fibers, are preferable, and uniaxially oriented products are preferable as the form.

【0019】一軸配向品は、繊維の方向を被補強物の長
手方向に一致させるのが好ましく、必要に応じて繊維の
方向を縦・横、縦・横・斜め等に変化させて複数枚積層
してもよい。さらにプリプレグの上にガラス繊維、炭素
繊維等の高強度長繊維ストランドに樹脂を含浸させなが
ら捲回してもよい。該捲回に当たっては、プリプレグ表
面に塗布された硬化剤を含む溶液の層との接着を防止す
る目的で、ポリエステルフィルム等の合成樹脂フィルム
を縁切り材として被覆し、該フィルムの上に高強度長繊
維ストランドを捲回するのが好ましい。
In the uniaxially oriented product, it is preferable that the direction of the fibers is made to coincide with the longitudinal direction of the object to be reinforced, and if necessary, the direction of the fibers is changed to vertical / horizontal, vertical / horizontal / diagonal, etc. You may. Further, the prepreg may be wound while impregnating a high strength long fiber strand such as glass fiber or carbon fiber with a resin. In the winding, a synthetic resin film such as a polyester film is coated as an edging material for the purpose of preventing adhesion with a layer of a solution containing a curing agent applied to the surface of the prepreg, and a high strength long film is formed on the film. It is preferred to wind the fiber strands.

【0020】本発明に用いる硬化剤は、プリプレグの熱
硬化性樹脂の種類に応じて選択すればよく、特に限定さ
れない。具体的には、通常フェノール樹脂に対してはヘ
キサメチレンテトラミン、エポキシ樹脂にはポリメチレ
ンジアミン、ポリエーテルジアミン等の脂肪族ジアミ
ン、ジエチレントリアミン、トリエチレンテトラミン、
アミノエチルエタノールアミン等の直鎖または分枝脂肪
族ポリアミン、N−アミノメチルピペラジン等の環状脂
肪族ポリアミン、キシリレンジアミン等の脂肪族芳香族
アミン、テトラメチルグアニジン、トリエタノールアミ
ンおよびトリス(ジメチルアミノメチル)フェノール等
の第2または第3アミン類、アミンアダクト等の変性ア
ミン、ポリアミド硬化剤、ポリアミドアダクト、ポリメ
ルカプタン硬化剤、ポリスルフィド樹脂および2−エチ
ルー4ーメチルイミダゾール等のイミダゾール類または
その塩類等が例示される。これらの中から好ましくは常
温で樹脂を硬化させ、高強度を発現するものが採用され
る。
The curing agent used in the present invention may be selected according to the type of thermosetting resin of the prepreg and is not particularly limited. Specifically, hexamethylenetetramine for ordinary phenol resin, polymethylenediamine for epoxy resin, aliphatic diamine such as polyether diamine, diethylenetriamine, triethylenetetramine,
Linear or branched aliphatic polyamines such as aminoethylethanolamine, cycloaliphatic polyamines such as N-aminomethylpiperazine, aliphatic aromatic amines such as xylylenediamine, tetramethylguanidine, triethanolamine and tris (dimethylamino). Secondary or tertiary amines such as methyl) phenol, modified amines such as amine adducts, polyamide curing agents, polyamide adducts, polymercaptan curing agents, polysulfide resins and imidazoles such as 2-ethyl-4-methylimidazole or salts thereof, etc. Is exemplified. Of these, those that exhibit high strength by curing the resin at room temperature are preferably used.

【0021】これらの硬化剤を溶解する溶媒は、該硬化
剤を充分量溶解するものであれば特に限定されるもので
はない。溶媒として、エタノールおよびイソプロパノー
ル等のアルコール、アセトンおよびメチルエチルケトン
等のケトン、テトラヒドロフラン等のエーテル、酢酸エ
チル等のエステル、ジメチルホルムアミド等のアミド、
トルエンおよびキシレン等の芳香族炭化水素、n−ヘキ
サン等の脂肪族炭化水素、クロロホルム等のハロゲン化
炭化水素、およびこれらの混合物等が例示される。
The solvent for dissolving these curing agents is not particularly limited as long as it dissolves a sufficient amount of the curing agents. As the solvent, alcohols such as ethanol and isopropanol, ketones such as acetone and methyl ethyl ketone, ethers such as tetrahydrofuran, esters such as ethyl acetate, amides such as dimethylformamide,
Examples thereof include aromatic hydrocarbons such as toluene and xylene, aliphatic hydrocarbons such as n-hexane, halogenated hydrocarbons such as chloroform, and mixtures thereof.

【0022】溶液中の硬化剤と溶媒の量比は、該溶液を
塗布したとき、硬化剤が充分効果を発揮し、かつ作業性
に悪影響を与える程度の高粘度とならない範囲であれば
よく、特に限定されるものではない。一般的には、溶媒
1に対して、硬化剤が重量比で0.1〜2程度であるこ
とが好ましい。
The amount ratio of the curing agent and the solvent in the solution may be in a range such that, when the solution is applied, the curing agent exerts a sufficient effect and does not have a high viscosity such that workability is adversely affected. It is not particularly limited. Generally, the weight ratio of the curing agent to the solvent 1 is preferably about 0.1 to 2.

【0023】硬化剤の塗布量は、その種類およびプリプ
レグのマトリックス樹脂の種類にもよるが、一般的に
は、プリプレグ1m2当たり約10〜200g、好まし
くは約20〜100gである。
The coating amount of the curing agent depends on its type and the type of matrix resin of the prepreg, but it is generally about 10 to 200 g, preferably about 20 to 100 g per 1 m 2 of the prepreg.

【0024】本発明は、プリプレグに硬化剤および溶媒
を含む溶液を塗布することを主たる特徴とするが、硬化
をより速やかに行うべく、該溶液中に硬化促進剤、常温
硬化型接着剤等を含有せしめてもよい。また硬化剤およ
び溶媒を含む溶液の他に、硬化促進剤および溶媒を含む
溶液、常温硬化型接着剤および溶媒を含む溶液、硬化促
進剤、常温硬化型接着剤および溶媒を含む溶液等を別々
に用意し、プリプレグに塗布してもよい。
The present invention is mainly characterized in that a solution containing a curing agent and a solvent is applied to the prepreg. However, in order to cure the prepreg more quickly, a curing accelerator, a room temperature curable adhesive, etc. are added to the solution. You may make it contain. In addition to a solution containing a curing agent and a solvent, a solution containing a curing accelerator and a solvent, a solution containing a room temperature curing adhesive and a solvent, a solution containing a curing accelerator, a room temperature curing adhesive and a solvent, etc. are separately provided. You may prepare and apply to a prepreg.

【0025】本発明で用いる硬化促進剤は、樹脂の種類
に応じて選択され、ルイス酸、フェノール類、トリフェ
ニルホスフィン等の有機ホスフィン化合物、サリチル酸
等のカルボン酸化合物、ベンジルジメチルアミン等の第
3アミンおよびその塩類、ポリメルカプタンおよびイミ
ダゾール類等が例示される。
The curing accelerator used in the present invention is selected according to the kind of the resin, and a Lewis acid, a phenol, an organic phosphine compound such as triphenylphosphine, a carboxylic acid compound such as salicylic acid, and a third compound such as benzyldimethylamine. Examples include amines and salts thereof, polymercaptans and imidazoles.

【0026】常温硬化型の接着剤は、常温硬化型の樹脂
と硬化剤を組合わせたものであり、主剤としての樹脂
は、ビスフェノールA型エポキシ樹脂、ビスフェノール
F型エポキシ樹脂、グリシジルエーテル型エポキシ樹
脂、グリシジルアミン型エポキシ樹脂、グリシジルエス
テル型エポキシ樹脂、複素環式エポキシ樹脂およびハロ
ゲン化エポキシ樹脂等のエポキシ樹脂が好ましい例とし
て例示される。硬化剤としては、前記した硬化剤が例示
される。
The room temperature curing type adhesive is a combination of a room temperature curing type resin and a curing agent, and the resin as the main component is bisphenol A type epoxy resin, bisphenol F type epoxy resin, glycidyl ether type epoxy resin. Preferred examples include epoxy resins such as glycidyl amine type epoxy resin, glycidyl ester type epoxy resin, heterocyclic epoxy resin and halogenated epoxy resin. Examples of the curing agent include the curing agents described above.

【0027】硬化剤、硬化促進剤および常温硬化型接着
剤の配合量は、これらの種類にも依存し特に限定される
ものではないが、一般的には重量比で、硬化剤1に対し
て、硬化促進剤は0.001〜2、常温硬化型接着剤は
0.1〜20使用するのが好ましい。
The compounding amounts of the curing agent, the curing accelerator and the room temperature curing type adhesive are not particularly limited as they depend on their kinds, but generally, in a weight ratio, to the curing agent 1. It is preferable to use 0.001 to 2 for the curing accelerator and 0.1 to 20 for the room temperature curing adhesive.

【0028】プリプレグに塗布する溶液の粘度は、約2
〜6000cp、より好ましくは約100〜4000c
pである。上記範囲であると、溶液中の硬化剤、硬化促
進剤、常温硬化型接着剤等の有効成分がプリプレグ中に
速やかにマイグレーションし、作業性よく、プリプレグ
は短時間で硬化される。溶液粘度は微粉状シリカ、カー
ボンブラック等を溶液に添加して調整してもよい。
The viscosity of the solution applied to the prepreg is about 2
~ 6000 cp, more preferably about 100-4000 c
p. Within the above range, the active ingredients such as the curing agent, the curing accelerator, and the room temperature curing adhesive in the solution are rapidly migrated into the prepreg, the workability is good, and the prepreg is cured in a short time. The solution viscosity may be adjusted by adding finely powdered silica, carbon black or the like to the solution.

【0029】溶液塗布後のプリプレグは、強制熱風乾燥
すればより速やかに乾燥するが、自然乾燥でもよい。例
えば10℃以下の低温下であっても30日前後で充分に
硬化する。
The prepreg after application of the solution is dried more quickly by forced hot air drying, but may be naturally dried. For example, even under a low temperature of 10 ° C. or less, it is sufficiently cured in about 30 days.

【0030】[0030]

【実施例】以下本発明を実施例に基づきより詳細に説明
する。
EXAMPLES The present invention will now be described in more detail with reference to examples.

【0031】実施例1 円筒状のコンクリート構造体に、表面を平滑にする下地
処理をして、突起物等を予め除去した。一方向に引き揃
えた炭素繊維に120℃硬化樹脂を含浸させたプリプレ
グ(商品名Hy25、化成ファイバーライド(株)製、繊
維量250g/m2、樹脂含有率35重量%)を、繊維
方向が上記構造体の縦方向に一致するように接着剤で貼
付けた。ついでアセトン1重量部にメルカプタン系硬化
剤(商品名カプキュアWR−6、油化シェル(株)製)1
重量部、硬化促進剤トリス(ジメチルアミノメチル)フ
ェノール(商品名エピキュア3010、油化シェル(株)
製)0.5重量部を溶かし込んだ溶液を、該プリプレグ
の表面に約100g/m2となるように刷毛で塗布し、
10℃で30日間放置して硬化させた。プリプレグは完
全に硬化し、非常に大きな補強強度を発揮した。硬化し
たプリプレグの一部を構造体から引き剥がし、引張強度
を測定したところ270kg/mm2であった。
Example 1 A cylindrical concrete structure was preliminarily removed by subjecting it to a base treatment for smoothing the surface. A prepreg (trade name Hy25, manufactured by Kasei Fiberride Co., Ltd., fiber amount 250 g / m 2 , resin content 35% by weight) in which carbon fibers aligned in one direction are impregnated with a 120 ° C. curable resin The structure was attached with an adhesive so as to match the longitudinal direction. Next, 1 part by weight of acetone was added to 1 part by weight of a mercaptan-based curing agent (trade name: Capcure WR-6, manufactured by Yuka Shell Co., Ltd.) 1
Parts by weight, curing accelerator tris (dimethylaminomethyl) phenol (trade name Epicure 3010, Yuka Shell Co., Ltd.
A solution prepared by dissolving 0.5 part by weight thereof is applied to the surface of the prepreg with a brush so that the amount of the solution becomes about 100 g / m 2 .
It was left to cure at 10 ° C. for 30 days. The prepreg was completely cured and had a very high reinforcing strength. A part of the cured prepreg was peeled off from the structure, and the tensile strength was measured and found to be 270 kg / mm 2 .

【0032】比較例1 常温硬化型エポキシ樹脂配合物(商品名EA9493
4、豊田合成(株)製)1重量部をメチルエチルケトン1
重量部に溶解した液を実施例1で使用したプリプレグに
約100g/m2となるように塗布し、35日間放置し
た以外は実施例1と同様に操作して、プリプレグの引張
強度を測定した。引張強度は205kg/mm2であ
り、充分硬化していなかった。
Comparative Example 1 Room-temperature curing type epoxy resin compound (trade name EA9493
4, Toyoda Gosei Co., Ltd.) 1 part by weight of methyl ethyl ketone 1
The tensile strength of the prepreg was measured in the same manner as in Example 1 except that the liquid dissolved in 1 part by weight was applied to the prepreg used in Example 1 so that the prepreg had a weight of about 100 g / m 2 and was left for 35 days. .. The tensile strength was 205 kg / mm 2 , and it was not sufficiently cured.

【0033】比較例2 常温硬化型接着剤(商品名910、大日本色材(株)製)
3重量部を溶剤(商品名エポシンナー、大日本色材(株)
製)2重量部に溶解した液を実施例1で使用したプリプ
レグに約100g/m2となるように塗布した以外は、
比較例1と同様に操作してプリプレグの引張強度を測定
した。引張強度は195kg/mm2であり、充分に硬
化していなかった。
Comparative Example 2 Room-temperature curing adhesive (trade name: 910, manufactured by Dainippon Color Materials Co., Ltd.)
3 parts by weight of solvent (trade name: Eposinner, Dainippon Color Materials Co., Ltd.)
Except that the liquid dissolved in 2 parts by weight was applied to the prepreg used in Example 1 at a rate of about 100 g / m 2 .
The same operation as in Comparative Example 1 was performed to measure the tensile strength of the prepreg. The tensile strength was 195 kg / mm 2 , and it was not sufficiently cured.

【0034】[0034]

【発明の効果】本発明によれば、プリプレグを環境条
件、特に温度の変動に拘わらず作業性よく、短時間で硬
化させうる構造物の補強方法が提供される。さらに本発
明によれば、屋外での作業に特に好適であり、季節によ
る温度変動、特に冬場の10℃以下の低温下において
も、作業性よく、短時間でプリプレグを硬化させうる構
造物の効率的な補強方法が提供される。また本発明によ
れば、建物、タンク、煙突、橋脚、床板等の構造物の補
強に適した補強方法が提供される。
Industrial Applicability According to the present invention, there is provided a method for reinforcing a structure which allows the prepreg to be cured in a short time with good workability regardless of environmental conditions, particularly temperature fluctuations. Further, according to the present invention, the structure is particularly suitable for outdoor work, and has good workability and can efficiently cure the prepreg in a short time even when the temperature fluctuates depending on the season, particularly at a low temperature of 10 ° C. or less in winter. A reinforcing method is provided. Further, according to the present invention, there is provided a reinforcing method suitable for reinforcing a structure such as a building, a tank, a chimney, a pier, and a floorboard.

───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.5 識別記号 庁内整理番号 FI 技術表示箇所 // B29K 105:08 4F (72)発明者 佐藤 正一 神奈川県横浜市緑区鴨志田町1000番地 三 菱化成株式会社総合研究所内 (72)発明者 島本 勝次 神奈川県横浜市緑区鴨志田町1000番地 三 菱化成株式会社総合研究所内 (72)発明者 小畠 克朗 東京都清瀬市下瀬戸4丁目640番地 株式 会社大林組技術研究所内─────────────────────────────────────────────────── ─── Continuation of the front page (51) Int.Cl. 5 Identification number Internal reference number FI Technical display location // B29K 105: 08 4F (72) Inventor Shoichi Sato 1000 Kamoshida-cho, Midori-ku, Yokohama-shi, Kanagawa Sanryoh Kasei Co., Ltd., Research Institute (72) Inventor Katsuji Shimamoto 1000 Kamoshida-cho, Midori-ku, Yokohama, Kanagawa Sanryo Kasei Co., Ltd. Banchi Co., Ltd. Obayashi Technical Research Institute

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 構造物の補強すべき構造要素の表面に、
プリプレグを貼付け、該プリプレグに硬化剤および溶媒
を含む溶液を塗布し、乾燥し、硬化させることを特徴と
する構造物の補強方法。
1. A surface of a structural element to be reinforced of a structure,
A method for reinforcing a structure, which comprises applying a prepreg, applying a solution containing a curing agent and a solvent to the prepreg, drying and curing the prepreg.
JP3220937A 1991-08-06 1991-08-06 Reinforcing method for structure Pending JPH0539674A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3220937A JPH0539674A (en) 1991-08-06 1991-08-06 Reinforcing method for structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3220937A JPH0539674A (en) 1991-08-06 1991-08-06 Reinforcing method for structure

Publications (1)

Publication Number Publication Date
JPH0539674A true JPH0539674A (en) 1993-02-19

Family

ID=16758898

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3220937A Pending JPH0539674A (en) 1991-08-06 1991-08-06 Reinforcing method for structure

Country Status (1)

Country Link
JP (1) JPH0539674A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10115047A (en) * 1996-10-09 1998-05-06 Aica Kogyo Co Ltd Material reinforcing method and fiber reinforced decorative sheet
JP2010090543A (en) * 2008-10-03 2010-04-22 Birudorando:Kk Nonwoven fabric sheet for preventing exfoliation of concrete

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10115047A (en) * 1996-10-09 1998-05-06 Aica Kogyo Co Ltd Material reinforcing method and fiber reinforced decorative sheet
JP2010090543A (en) * 2008-10-03 2010-04-22 Birudorando:Kk Nonwoven fabric sheet for preventing exfoliation of concrete

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