JPH09242342A - Repair method of structure by carbon-fiber reinforced plastic sheet - Google Patents

Repair method of structure by carbon-fiber reinforced plastic sheet

Info

Publication number
JPH09242342A
JPH09242342A JP8051890A JP5189096A JPH09242342A JP H09242342 A JPH09242342 A JP H09242342A JP 8051890 A JP8051890 A JP 8051890A JP 5189096 A JP5189096 A JP 5189096A JP H09242342 A JPH09242342 A JP H09242342A
Authority
JP
Japan
Prior art keywords
cement mortar
carbon fiber
reinforced plastic
fiber reinforced
plastic sheet
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
JP8051890A
Other languages
Japanese (ja)
Inventor
Shoji Hasunuma
沼 照 二 蓮
Katsunori Nonaka
中 克 典 野
Shinichi Yamada
田 信 一 山
Sadamu Nakano
野 定 仲
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.)
CHEM FORM KK
Original Assignee
CHEM FORM KK
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 CHEM FORM KK filed Critical CHEM FORM KK
Priority to JP8051890A priority Critical patent/JPH09242342A/en
Publication of JPH09242342A publication Critical patent/JPH09242342A/en
Pending legal-status Critical Current

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  • Working Measures On Existing Buildindgs (AREA)

Abstract

PROBLEM TO BE SOLVED: To obtain a sufficient repair effect by coating the surface of a concrete structure with high-early-strength cement mortar, sticking a carbon-fiber reinforced plastic sheet and applying high-early-strength cement mortar. SOLUTION: The surface of a roughened concrete structure 1 is coated with high-early-strength cement mortar to flatten the surface, and a carbon fiber sheet 3 is abutted and stuck before cement mortar 2 is solidified from the upper section of the surface. The carbon fiber sheet 3 is impregnated with an epoxy resin 4. The surface of the carbon fiber sheet 3 is further coated with high-early- strength cement mortar 2 before the epoxy resin 4 is solidified, and high-early- strength cement mortar 2 and a carbon-fiber reinforced plastic sheet 5 are composted and unified. Accordingly, the receiving force of the structure is transmitted directly to carbon fibers, and the surface of a composite material is coated with cement mortar, and the composite material has excellent fire resistance.

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、コンクリートによ
る橋脚や建築物等の既設構造物の老朽化、および建築基
準法や耐震基準の見直しに伴なう補強方法に係り、特に
炭素繊維強化プラスチックシートによる構造物の補修方
法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to aging of existing structures such as bridge piers and buildings with concrete, and to a reinforcing method accompanying revision of the Building Standards Law and earthquake resistance standards, and in particular, carbon fiber reinforced plastic sheet. Related to the method of repairing structures.

【0002】[0002]

【従来の技術】近年、高強度の材料として開発された炭
素繊維はヤング率等が鉄筋の10倍の強度を有するにも
関わらず軽量で、化学的にも非常に安定しているが、1
本の直径が7μmの細い繊維であるために、複数本並列
させてエポキシ系樹脂のようなプラスチックで固めて平
織り状に成形した炭素繊維強化プラスチックとしてスポ
ーツ用品や航空機の翼などに使用されているのが現状で
ある。
2. Description of the Related Art In recent years, carbon fiber, which has been developed as a high-strength material, is lightweight and chemically stable despite its Young's modulus and the like being 10 times stronger than that of rebar.
Since the diameter of the book is a thin fiber of 7 μm, it is used as a carbon fiber reinforced plastic, which is formed by arranging multiple fibers side by side and hardening them with a plastic such as epoxy resin to form a plain weave, for sports equipment, aircraft wings, etc. is the current situation.

【0003】炭素繊維はこのような優れた性質を持つた
めに、鉄筋コンクリートのような構造物の補強において
も炭素繊維の持つ優れた性質を生かす方法として長年の
使用により老化した構造物に樹脂を塗って炭素繊維を貼
り、さらに構造物の耐用年数の延長を図るようにするこ
とが行われている。
Since carbon fibers have such excellent properties, as a method of utilizing the excellent properties of carbon fibers in reinforcing structures such as reinforced concrete, resin has been applied to structures aged after many years of use. Carbon fiber is applied to the structure to extend the service life of the structure.

【0004】その補強の具体的方法は、図4に示すよう
に長年の使用により粗雑になった構造物aの表面を、ま
ず不陸調整パテbにより平坦にしたのち、その表面にエ
ポキシ系樹脂cにより(図4では上下に示すように)包
まれて固められた炭素繊維dを貼るようにしたものであ
り、したがって構造物aと炭素繊維dとの間には樹脂c
が介在した構造となっている。
As a concrete method of the reinforcement, as shown in FIG. 4, the surface of the structure a, which has been roughened by the use for many years, is first flattened by the uneven adjustment putty b, and then the epoxy resin is applied to the surface. The carbon fiber d, which is wrapped and solidified by c (as shown in the upper and lower parts in FIG. 4), is attached, and therefore the resin c is provided between the structure a and the carbon fiber d.
It has a structure that intervenes.

【0005】[0005]

【発明が解決しようとする課題】このように構造物にエ
ポキシ系樹脂を直接塗布して炭素繊維を貼る従来の方法
は以下に示すような種々の欠点がある。
The conventional method of directly applying the epoxy resin to the structure and attaching the carbon fiber to the structure as described above has various drawbacks as described below.

【0006】1)構造物がセメントコンクリートで構成
されている場合、セメントコンクリートの持つ弾性係数
は炭素繊維の持つ弾性係数とかけ離れており、構造物の
受ける力が炭素繊維に伝わり難い。
1) When the structure is made of cement concrete, the modulus of elasticity of the cement concrete is far from the modulus of elasticity of the carbon fiber, and the force received by the structure is difficult to be transmitted to the carbon fiber.

【0007】2)一般に使用されているエポキシ系樹脂
(以下、単に樹脂という)は耐火性がなく、火災時に役
に立たない。
2) Generally used epoxy resins (hereinafter simply referred to as resins) have no fire resistance and are useless in the event of a fire.

【0008】3)構造物の表面は、長年の使用で粗雑に
なっており、樹脂を塗布する前に表面平滑処理を施す必
要がある。
3) The surface of the structure has become rough after many years of use, and it is necessary to carry out a surface smoothing treatment before applying the resin.

【0009】4)樹脂の硬化特性と作業性から、初期強
度を得ることは困難であり、振動などの外力を常時受け
る構造物の補強には不向きである。
4) It is difficult to obtain the initial strength due to the curing characteristics and workability of the resin, and it is unsuitable for the reinforcement of a structure which is constantly subjected to an external force such as vibration.

【0010】5)樹脂の硬化特性から低温時における実
施が困難である。
5) Due to the curing characteristics of the resin, it is difficult to carry out at low temperature.

【0011】6)樹脂の強度特性から、設計強度を達成
するために、平均気温10℃で2週間、平均気温20℃
で1週間程度の養生期間が必要であり、この期間が長過
ぎる。
6) From the strength characteristics of the resin, in order to achieve the design strength, the average temperature is 10 ° C. for 2 weeks, the average temperature is 20 ° C.
It takes about 1 week for curing, and this period is too long.

【0012】7)樹脂の色は黒または灰色であるため構
造物との釣り合いが取れず、美観上好ましくない。
7) Since the color of the resin is black or gray, the resin cannot be balanced with the structure, which is aesthetically unfavorable.

【0013】8)樹脂の種類にもよるが、施工面が直射
日光を受ける場合、耐侯性に問題が生ずる可能性が大き
い。
8) Although it depends on the type of resin, when the construction surface is exposed to direct sunlight, there is a high possibility that weather resistance will be a problem.

【0014】[0014]

【課題を解決するための手段】本発明は、上述したよう
に構造物にエポキシ系樹脂を塗布して炭素繊維を貼り付
けた場合に生ずる種々の欠点を改善した構造物の補修方
法を提供することを課題とするもので、その解決手段と
して、構造物に炭素繊維シートを複合一体化させること
によりセメントモルタルおよびエポキシ系樹脂の硬化反
応で生ずる接着力を利用するようにしたものである。
DISCLOSURE OF THE INVENTION The present invention provides a method of repairing a structure, in which various drawbacks that occur when an epoxy resin is applied to a structure and carbon fibers are stuck thereto as described above are improved. As a means for solving the problem, a carbon fiber sheet is compositely integrated with a structure so as to utilize the adhesive force generated by a curing reaction of cement mortar and an epoxy resin.

【0015】すなわち、具体的には請求項1に記載の発
明では補修すべきコンクリート構造物の表面に早強性セ
メントモルタルを塗布し、その上に炭素繊維強化プラス
チックシートを貼り付けたのち、早強性セメントモルタ
ルを塗布することにより早強性セメントモルタルと炭素
繊維強化プラスチックシートとを複合一体化させて補修
することを特徴とし、請求項2に記載の発明は補修すべ
きコンクリート構造物の表面に、早強性セメントモルタ
ルと炭素繊維強化プラスチックシートとの一体化による
複合板を固定し、前記コンクリート構造物の表面との隙
間にグラウトセメントモルタルを注入して補修すること
を特徴とし、請求項3に記載の発明は補修すべきコンク
リート構造物の表面にエポキシ系樹脂を塗布し、その上
に炭素繊維強化プラスチックシートを貼り付け、その上
から早強性セメントモルタルを塗布することにより早強
性セメントモルタルとエポキシ系樹脂および炭素繊維強
化プラスチックシートとを複合一体化させて補修するこ
とを特徴とする。
That is, specifically, in the invention described in claim 1, the high-strength cement mortar is applied to the surface of the concrete structure to be repaired, and the carbon fiber reinforced plastic sheet is pasted thereon, The surface of a concrete structure to be repaired according to claim 2, wherein the early-hardening cement mortar and the carbon fiber reinforced plastic sheet are combined and repaired by applying the strong cement mortar. In, fixing the composite plate by integrating the early-strength cement mortar and the carbon fiber reinforced plastic sheet, and injecting grout cement mortar into the gap between the surface of the concrete structure for repairing, In the invention described in 3, the surface of the concrete structure to be repaired is coated with epoxy resin, and the carbon fiber reinforced Paste the stick sheet, characterized by repaired the early strength cement mortar and the epoxy resin and carbon fiber reinforced plastic sheet is a composite integrated by applying an early strength cement mortar thereon.

【0016】[0016]

【発明の実施の形態】本発明にかかる補修方法の一実施
形態を以下に示す図面を参照して説明する。図1は請求
項1にかかる炭素繊維強化プラスチックシートによる構
造物の補修方法の第1実施形態を示す断面による説明図
で、以下番号順に補修方法の手順を述べる。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of a repairing method according to the present invention will be described with reference to the drawings shown below. FIG. 1 is an explanatory view with a cross section showing a first embodiment of a method of repairing a structure using a carbon fiber reinforced plastic sheet according to claim 1, and the procedure of the repair method will be described below in the order of numbers.

【0017】1)粗雑になったコンクリート構造物1の
表面に早強性セメントモルタル2を塗布して表面を平ら
にしたのち、その上からそのセメントモルタル2が固ま
る前に炭素繊維シート3を当接させて貼付ける。
1) A high-strength cement mortar 2 is applied to the surface of the roughened concrete structure 1 to flatten the surface, and then the carbon fiber sheet 3 is applied to the cement mortar 2 before the cement mortar 2 hardens. Make contact and paste.

【0018】2)つぎに炭素繊維シート3にエポキシ系
樹脂4を含浸させ、樹脂4が固まることにより炭素繊維
強化プラスチックシート5が得られる。
2) Next, the carbon fiber sheet 3 is impregnated with the epoxy resin 4 and the resin 4 is solidified to obtain the carbon fiber reinforced plastic sheet 5.

【0019】3)そのエポキシ系樹脂4が固まる前に炭
素繊維シート3の表面にさらに早強性セメントモルタル
2を塗布し、表面仕上げすることで補修が完了する。
3) Before the epoxy resin 4 is solidified, the early-strength cement mortar 2 is further applied to the surface of the carbon fiber sheet 3 to finish the repair.

【0020】これにより早強性セメントモルタル2と炭
素繊維強化プラスチックシート5とは複合一体化され
る。
As a result, the early-strength cement mortar 2 and the carbon fiber reinforced plastic sheet 5 are compositely integrated.

【0021】図2は請求項2にかかる構造物の補修方法
の実施形態を示す断面による説明図で、図1の実施形態
と同様、以下番号順に補修方法の手順を述べる。
FIG. 2 is a cross-sectional explanatory view showing an embodiment of a method for repairing a structure according to claim 2, and like the embodiment of FIG. 1, the procedure of the repair method will be described below in the order of numbers.

【0022】1)離型処理を施した図示しない板の上に
早強性セメントモルタル2を均一に流し、早強性セメン
トモルタル2が固まる前に炭素繊維シート3を当接させ
て貼付ける。
1) The early-strength cement mortar 2 is evenly flowed on a plate (not shown) which has been subjected to a mold release treatment, and the carbon fiber sheet 3 is abutted and attached before the early-strength cement mortar 2 solidifies.

【0023】2)炭素繊維シート3にエポキシ系樹脂4
を含浸させて得られた炭素繊維強化プラスチックシート
5と早強性セメントモルタル2とを一体化することによ
り複合板6が形成される。
2) Carbon fiber sheet 3 and epoxy resin 4
The composite plate 6 is formed by integrating the carbon fiber reinforced plastic sheet 5 obtained by impregnating the above with the early-strength cement mortar 2.

【0024】3)この複合板6を粗雑になったコンクリ
ート構造物1の表面に固定し、コンクリート構造物1の
表面と複合板6との間にグラウトセメントモルタル注入
材7を注入して表面を仕上げることで補修が完了する。
3) The composite plate 6 is fixed to the surface of the roughened concrete structure 1, and the grout cement mortar injection material 7 is injected between the surface of the concrete structure 1 and the composite plate 6 to remove the surface. Repairing is completed by finishing.

【0025】図3は請求項3にかかる構造物の補修方法
の実施形態を示す断面による説明図で、図1、図2の実
施形態と同様、以下番号順に補正方法の手順を述べる。
FIG. 3 is an explanatory sectional view showing an embodiment of a method for repairing a structure according to claim 3, and like the embodiment of FIGS. 1 and 2, the procedure of the correction method will be described below in the order of numbers.

【0026】1)コンクリート構造物1の表面にエポキ
シ系樹脂8を塗布し、エポキシ系樹脂8が固まる前に炭
素繊維シート3を当接させて貼り付ける。
1) The epoxy resin 8 is applied to the surface of the concrete structure 1, and the carbon fiber sheet 3 is brought into contact with and adhered to the epoxy resin 8 before the epoxy resin 8 is solidified.

【0027】2)炭素繊維シート3にエポキシ系樹脂4
を含浸させることにより炭素繊維強化プラスチックシー
ト5(1層目)が得られる。
2) Carbon fiber sheet 3 and epoxy resin 4
The carbon fiber reinforced plastic sheet 5 (first layer) is obtained by impregnating with.

【0028】3)前項1),2)と同様の作業を繰り返
すことにより1層目の炭素繊維強化プラスチックシート
5の上に塗布されたエポキシ系樹脂8’を介して2層目
の炭素繊維強化プラスチックシート5’が重なって得ら
れる。
3) By repeating the same operations as the above 1) and 2), the second layer of carbon fiber reinforced through the epoxy resin 8'applied on the first layer of carbon fiber reinforced plastic sheet 5 The plastic sheet 5'is obtained by overlapping.

【0029】4)2層目の炭素繊維シート3のエポキシ
系樹脂4が固まる前に表面に早強性セメントモルタル2
を塗布して表面を仕上げすることで補修が完了する。
4) Before the epoxy resin 4 of the second layer carbon fiber sheet 3 hardens, the surface of the fast-setting cement mortar 2
Repair is completed by applying and finishing the surface.

【0030】なお、この場合、粗雑になったコンクリー
ト構造物1の表面には、予め不陸調整パテ9を塗布して
平坦にして置くものとする。また図3に示した実施形態
は炭素繊維強化プラスチックシートを2層とした場合を
説明したが、本発明は2層に限定されるものではなく、
必要に応じ1層、あるいは多層と増減して補修すること
も可能である。
In this case, it is assumed that the rough surface of the concrete structure 1 is previously coated with the unevenness adjusting putty 9 and laid flat. Further, although the embodiment shown in FIG. 3 describes the case where the carbon fiber reinforced plastic sheet has two layers, the present invention is not limited to two layers.
It is also possible to repair one layer or more or more layers if necessary.

【0031】[0031]

【発明の効果】本発明は以上説明した補修方法により、
構造物は充分な補修効果が得られるが、つぎに列記する
種々の効果を奏する。
According to the repair method described above, the present invention provides
Although the structure can obtain a sufficient repair effect, it has various effects listed below.

【0032】1)セメントモルタルは、コンクリート構
造物と同じか、極めて近い弾性係数を有しているから構
造物の受ける力は直接炭素繊維に伝達される。
1) Cement mortar has a modulus of elasticity which is the same as or very close to that of a concrete structure, so that the force received by the structure is directly transmitted to the carbon fiber.

【0033】2)各実施形態に示した複合材料は表面を
セメントモルタルで覆っているため耐火性に優れてい
る。
2) The composite materials shown in the respective embodiments are excellent in fire resistance because their surfaces are covered with cement mortar.

【0034】3)セメントモルタルを使用することで下
地調整が不要となる。
3) The use of cement mortar eliminates the need for ground preparation.

【0035】4)セメントモルタルの硬化時間および強
度発現は実施条件に合わせて調整することが可能であ
り、振動などの外力を常時受ける構造物の補強にも適す
る。
4) The setting time and strength development of cement mortar can be adjusted according to the operating conditions, and it is also suitable for reinforcement of a structure which is constantly subjected to external force such as vibration.

【0036】5)セメントモルタルは低温時における実
施でも可能とする硬化特性をもっている。
5) Cement mortar has a hardening property that allows it to be used even at low temperatures.

【0037】6)セメントモルタルの色は、従来のコン
クリート表面の色とほぼ同様であるため美観を損なうこ
とがない。
6) The color of the cement mortar is almost the same as the color of the conventional concrete surface, so that it does not spoil the appearance.

【0038】7)補修の際はセメントモルタルで表面を
覆うので耐侯性が優れたものとなる。
7) Since the surface is covered with cement mortar during repair, weather resistance is excellent.

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

【図1】本発明の請求項1にかかる補修方法の実施形態
を示す断面による説明図。
FIG. 1 is a cross-sectional explanatory view showing an embodiment of a repair method according to claim 1 of the present invention.

【図2】本発明の請求項2にかかる補修方法の実施形態
を示す断面による説明図。
FIG. 2 is an explanatory sectional view showing an embodiment of a repairing method according to claim 2 of the present invention.

【図3】本発明の請求項3にかかる補修方法の実施形態
を示す断面による説明図。
FIG. 3 is an explanatory sectional view showing an embodiment of a repair method according to claim 3 of the present invention.

【図4】従来の補修方法を示す断面による説明図。FIG. 4 is an explanatory view with a cross section showing a conventional repair method.

【符号の説明】[Explanation of symbols]

1 コンクリート構造物 2 早強性セメントモルタル 3 炭素繊維シート 4 エポキシ系樹脂 5,5’ 炭素繊維強化プラスチックシート 6 複合板 7 グラウトセメントモルタル注入材 8,8’ エポキシ系樹脂 9 不陸調整パテ 1 Concrete structure 2 Early-strength cement mortar 3 Carbon fiber sheet 4 Epoxy resin 5,5 'Carbon fiber reinforced plastic sheet 6 Composite board 7 Grout cement mortar injection material 8,8' Epoxy resin 9 Unstable adjustment putty

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】補修すべきコンクリート構造物の表面に早
強性セメントモルタルを塗布し、その上に炭素繊維強化
プラスチックシートを貼り付けたのち、早強性セメント
モルタルを塗布することにより早強性セメントモルタル
と炭素繊維強化プラスチックシートとを複合一体化させ
て補修することを特徴とする炭素繊維強化プラスチック
シートによる構造物の補修方法。
1. A high-strength cement mortar is applied to the surface of a concrete structure to be repaired, a carbon fiber reinforced plastic sheet is pasted onto the surface, and then a high-strength cement mortar is applied to the surface. A method for repairing a structure using a carbon fiber reinforced plastic sheet, which comprises repairing a composite cement mortar and a carbon fiber reinforced plastic sheet by combining them together.
【請求項2】補修すべきコンクリート構造物の表面に、
早強性セメントモルタルと炭素繊維強化プラスチックシ
ートとの一体化による複合板を固定し、前記コンクリー
ト構造物の表面との隙間にグラウトセメントモルタルを
注入して補修することを特徴とする炭素繊維強化プラス
チックシートによる構造物の補修方法。
2. A surface of a concrete structure to be repaired,
A carbon fiber reinforced plastic characterized by fixing a composite plate by integrating an early-strength cement mortar and a carbon fiber reinforced plastic sheet, and injecting grout cement mortar into a gap with the surface of the concrete structure for repair. How to repair a structure with a sheet.
【請求項3】補修すべきコンクリート構造物の表面にエ
ポキシ系樹脂を塗布し、その上に炭素繊維強化プラスチ
ックシートを貼り付け、その上から早強性セメントモル
タルを塗布することにより早強性セメントモルタルとエ
ポキシ系樹脂および炭素繊維強化プラスチックシートと
を複合一体化させて補修することを特徴とする炭素繊維
強化プラスチックシートによる構造物の補修方法。
3. An epoxy resin is applied to the surface of a concrete structure to be repaired, a carbon fiber reinforced plastic sheet is pasted on the epoxy resin, and an early-strength cement mortar is applied onto the epoxy resin to apply an early-strength cement. A method of repairing a structure using a carbon fiber reinforced plastic sheet, which comprises repairing a mortar, an epoxy resin, and a carbon fiber reinforced plastic sheet in a composite and integrated manner.
JP8051890A 1996-03-08 1996-03-08 Repair method of structure by carbon-fiber reinforced plastic sheet Pending JPH09242342A (en)

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Application Number Priority Date Filing Date Title
JP8051890A JPH09242342A (en) 1996-03-08 1996-03-08 Repair method of structure by carbon-fiber reinforced plastic sheet

Publications (1)

Publication Number Publication Date
JPH09242342A true JPH09242342A (en) 1997-09-16

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