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JP4890522B2 - Repair method of concrete structure using photo-curable fiber reinforced resin sheet - Google Patents
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JP4890522B2 - Repair method of concrete structure using photo-curable fiber reinforced resin sheet - Google Patents

Repair method of concrete structure using photo-curable fiber reinforced resin sheet Download PDF

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JP4890522B2
JP4890522B2 JP2008251974A JP2008251974A JP4890522B2 JP 4890522 B2 JP4890522 B2 JP 4890522B2 JP 2008251974 A JP2008251974 A JP 2008251974A JP 2008251974 A JP2008251974 A JP 2008251974A JP 4890522 B2 JP4890522 B2 JP 4890522B2
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sheet
reinforced resin
resin sheet
concrete structure
pressure
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JP2009052396A (en
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直也 和田
由美子 松本
正美 岡田
江見  裕
和男 山田
恵太 松坂
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Takenaka Civil Engineering and Construction Co Ltd
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Description

この発明は、紫外線を受けると硬化し接着する光硬化型樹脂に連続繊維を入れて強化した光硬化型繊維強化樹脂シート(以下、光硬化型FRPシートと云う場合がある。)を、コンクリート構造物の補修必要箇所の表面へ当てがいつつ密着させ、紫外線を照射することにより硬化させて接着し同コンクリート構造物を補修、補強する方法の技術分野に属する。   According to the present invention, a photocurable fiber reinforced resin sheet (hereinafter sometimes referred to as a photocurable FRP sheet) in which a continuous fiber is reinforced and cured by a photocurable resin that cures and adheres when receiving ultraviolet rays is used as a concrete structure. It belongs to the technical field of a method of repairing and reinforcing the concrete structure by applying it to the surface of the place where repair of the object is necessary, making it adhere, curing by ultraviolet irradiation and bonding.

従来、コンクリート構造物、例えばトンネルに関しては、一次覆工の補強や防水、内装仕上げを目的として、二次覆工に耐久性のある内巻きコンクリートが施工されている。しかし、コンクリート構造物は、施工上の問題として、セメントと骨材等の混練が不十分で分離する所謂ジャンカ、或いは打継ぎ部の所謂コールドジョイント等が不良箇所として発生し、ひび割れの発生や剥離、落下が発生する深刻な問題が明らかになっている。剥離、落下事故はコンクリート構造物自体の耐用寿命の問題であると同時に、通行人や通行車両等に危険と被害を及ぼすため、安全対策が重要な課題となっている。   Conventionally, for concrete structures such as tunnels, durable inner-wrapped concrete has been applied to the secondary lining for the purpose of reinforcing and waterproofing the primary lining and finishing the interior. However, in concrete structures, as a problem in construction, so-called junkers where cement and aggregates are not sufficiently kneaded or separated, or so-called cold joints of joints, etc., are generated as defective parts, and cracks are generated or peeled off. Serious problems that have caused the fall have been revealed. The accident of peeling and falling is a problem of the useful life of the concrete structure itself, and at the same time, it causes danger and damage to passers-by and passers-by vehicles, so safety measures are an important issue.

特許文献1には、トンネルの二次覆工として、紫外線を受けると硬化し接着する光硬化型FRPシートを一次覆工後のコンクリート壁面へ接着し、同コンクリートを補強する方法が開示されている。光硬化型FRPシートとコンクリートとの接着強度を増加させるため一次覆工後のコンクリート表面を平滑化し、プライマー剤を塗布する。その後、コンクリート表面へ光硬化型FRPシートを接着するため、トンネル内部へ搬送した接着作業装置を用いてトンネルの軸方向へ沿って光硬化型FRPシートを当てがい、天端部から順次下方へと圧力を加えたのち、紫外線照射装置を用いて紫外線を照射し硬化させ接着すると説明されている。   Patent Document 1 discloses a method for reinforcing a concrete as a secondary lining of a tunnel by adhering a photo-curable FRP sheet that cures and adheres to ultraviolet light to a concrete wall surface after the primary lining. . In order to increase the adhesive strength between the photocurable FRP sheet and the concrete, the concrete surface after the primary lining is smoothed and a primer agent is applied. After that, in order to bond the photo-curable FRP sheet to the concrete surface, the photo-curable FRP sheet is applied along the axial direction of the tunnel using the bonding work device conveyed to the inside of the tunnel, and sequentially downward from the top end. It is described that after pressure is applied, ultraviolet rays are irradiated using an ultraviolet irradiation device to cure and adhere.

特許文献2及び特許文献3並びに特許文献4に開示された光硬化型繊維強化樹脂シートは、モノマー、オリゴマー、光重合開始剤、そして各種添加剤で構成された組成物の各種成分を種々の物質で構成することで、例えば耐久性、耐水性、生産性、光硬化性等を改善したと説明されている。
特開2000−136696号公報 特開2003−26738号公報 特開2003−95706号公報 特開2002−60636号公報
The photocurable fiber reinforced resin sheets disclosed in Patent Document 2, Patent Document 3, and Patent Document 4 are various substances in a composition composed of a monomer, an oligomer, a photopolymerization initiator, and various additives. For example, it is described that durability, water resistance, productivity, photocurability, and the like have been improved.
JP 2000-136696 A JP 2003-26738 A JP 2003-95706 A JP 2002-60636 A

上記特許文献1の補強方法は、コンクリート構造物が剥離、ひび割れ等した補修必要箇所だけでなく、コンクリートの全面に施工する必要があるため、不必要な箇所にまで施工することとなり、不経済であり、手数も多くかかる。また、全面にむら無く密着させ、接着する必要があるため、専用の接着作業装置が必要であり、接着作業に大変な時間と労力が掛かる。
光硬化型FRPシートは、ある程度の硬さを有する薄いシート状に形成された状態でコンクリート表面に当てがわれるため、たとえ押圧ローラー等を用いても表面が粗いコンクリート表面に十分なじまず、柔軟に追従して密着しないまま、紫外線を照射して硬化させ接着するので、所謂点接触に近い接着状態になり易く、接着面積が小さい。必然的に、接着強度及び剥離強度が低い。この問題の解決策として、接着前に粗いコンクリート表面を平滑状態に形成する前処理、例えばプライマー剤の塗布、或いは接着用樹脂と硬化剤の混合液を塗布するといった、丹念な下準備の処理を行わなければならず、労力とコストがかかり、大変非効率であった。
The reinforcement method of the above-mentioned Patent Document 1 is not only economically necessary for repairing a concrete structure that has been peeled off or cracked, but also needs to be applied to the entire surface of the concrete. There is a lot of work. In addition, since it is necessary to adhere and bond evenly over the entire surface, a dedicated bonding work device is required, which takes a lot of time and labor for the bonding work.
The photo-curing type FRP sheet is applied to the concrete surface in a state of being formed into a thin sheet having a certain degree of hardness. Therefore, even if a pressing roller or the like is used, the surface is rough enough to be soft and flexible. Since it adheres by irradiating with ultraviolet rays without following and adhering, it is likely to be in an adhesion state close to so-called point contact, and the adhesion area is small. Inevitably, the adhesive strength and peel strength are low. As a solution to this problem, a pretreatment for forming a rough concrete surface in a smooth state before bonding, for example, application of a primer agent, or application of a mixed solution of an adhesive resin and a curing agent is performed. It had to be done, was labor intensive and costly and was very inefficient.

本発明の目的は、コンクリート表面へ当てがった光硬化型FRPシートを、圧力及び振動を加えてコンクリート表面へ密着させた上で紫外線を照射することにより接着強度及び剥離強度を増大させた、光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法を提供することである。   The purpose of the present invention is to increase the adhesive strength and peel strength by irradiating ultraviolet light after applying pressure and vibration to a photocurable FRP sheet applied to the concrete surface, It is providing the repair method of the concrete structure using a photocurable fiber reinforced resin sheet.

本発明の次の目的は、先行して接着した光硬化型FRPシートに一部分をラップさせて、新規の光硬化型FRPシートを上記の方法で接着することにより、コンクリート構造物の剥離、ひび割れの進行に対して即効的に有効である、光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法を提供することである。   The next object of the present invention is to wrap a part of the light-cured FRP sheet that has been bonded in advance, and to bond the new light-cured FRP sheet by the above-described method. It is an object of the present invention to provide a method for repairing a concrete structure using a photo-curable fiber-reinforced resin sheet that is effective immediately against progress.

上記従来技術の課題を解決するための手段として、請求項1に記載した発明に係る光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法は、
紫外線を受けると硬化し接着する光硬化型繊維強化樹脂シート1を、コンクリート構造物3の補修必要箇所の表面へ当てがい、同光硬化型繊維強化樹脂シート1に圧力を加えてコンクリート表面10へ密着させ、紫外線を照射して接着させ補修する方法において、
コンクリート構造物3の補修必要箇所の表面へ当てがった光硬化型繊維強化樹脂シート1を押圧ローラー7で押して必要な大きさの圧力を加え、更にバイブレーターによる振動を加え、又はバイブレータで押圧ローラー7を振動させて圧力及び振動を加えて前記シート1をコンクリート表面10へ強く密着させ、前記シート1に紫外線を照射して硬化させコンクリート表面10へ接着させて補修、補強することを特徴とする。
As a means for solving the problems of the prior art, a method for repairing a concrete structure using a photocurable fiber-reinforced resin sheet according to the invention described in claim 1,
The photocurable fiber reinforced resin sheet 1 that cures and adheres when exposed to ultraviolet rays is applied to the surface of the concrete structure 3 where repair is necessary, and pressure is applied to the light curable fiber reinforced resin sheet 1 to the concrete surface 10. In the method of adhering and repairing by irradiating with ultraviolet rays,
The photocurable fiber reinforced resin sheet 1 applied to the surface of the concrete structure 3 where repair is required is pressed by the pressing roller 7 to apply the required pressure, and vibration is applied by the vibrator, or the pressing roller is used by the vibrator. 7 is vibrated and pressure and vibration are applied to strongly adhere the sheet 1 to the concrete surface 10, and the sheet 1 is irradiated with ultraviolet rays to be cured and adhered to the concrete surface 10 to be repaired and reinforced. .

請求項2に記載した発明に係る光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法において、
コンクリート構造物3の補修必要箇所の剥離、ひび割れ4の進行に対し、先行して補修必要箇所へ接着した光硬化型繊維強化樹脂シート1へ一部分ラップさせて、新規の光硬化型繊維強化樹脂シート1’をコンクリート構造物3の剥離、ひび割れ4の進行部分へ当てがい、この新規シート1’を押圧ローラー7で押して必要な大きさの圧力を加え、更にバイブレーターによる振動を加え、又はバイブレータで押圧ローラー7を振動させて圧力及び振動を加えて先行のシート1及びコンクリート表面10へ強く密着させ、前記新規のシート1’に紫外線を照射して先行のシート1及びコンクリート表面10へ接着させて補修、補強することを特徴とする。
In the repair method of a concrete structure using the photocurable fiber-reinforced resin sheet according to the invention described in claim 2,
A new photo-curable fiber reinforced resin sheet that is partially wrapped in a photo-curable fiber reinforced resin sheet 1 that has been bonded to the repair-necessary portion in advance of the peeling of cracks 4 and the progress of cracks 4 in the concrete structure 3 1 'is peeled off the concrete structure 3 and applied to the progressing part of the crack 4, and the new sheet 1' is pressed by the pressing roller 7 to apply the required pressure, and the vibrator is vibrated or pressed by the vibrator. The roller 7 is vibrated to apply pressure and vibration so that it adheres strongly to the preceding sheet 1 and the concrete surface 10, and the new sheet 1 ′ is irradiated with ultraviolet rays to adhere to the preceding sheet 1 and the concrete surface 10 for repair. It is characterized by reinforcing.

請求項3に記載した発明は、請求項1又は2に記載した光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法において、
光硬化型繊維強化樹脂シート1へ圧力と振動を同時に加えて、又は光硬化型繊維強化樹脂シート1へ圧力を加えた後に振動を加えて前記シート1をコンクリート表面10へ密着させることを特徴とする。
Invention of Claim 3 in the repair method of the concrete structure using the photocurable fiber reinforced resin sheet of Claim 1 or 2,
The pressure and vibration are simultaneously applied to the photocurable fiber reinforced resin sheet 1 or the pressure is applied to the photocurable fiber reinforced resin sheet 1 and then the vibration is applied to bring the sheet 1 into close contact with the concrete surface 10. To do.

請求項に記載した発明は、請求項1〜のいずれか一に記載した光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法において、
コンクリート構造物3の補修必要箇所の表面へ光硬化型繊維強化樹脂シート1を圧力と振動を加えて密着させるのと同時に紫外線を照射して、又は圧力と振動を加えて密着させた後速やかに紫外線を照射して、前記光硬化型繊維強化樹脂シート1を硬化させることを特徴とする。
Invention of Claim 4 in the repair method of the concrete structure using the photocurable fiber reinforced resin sheet as described in any one of Claims 1-3 ,
Immediately after the photocurable fiber reinforced resin sheet 1 is brought into close contact with the surface of the concrete structure 3 where repair is necessary by applying pressure and vibration, or simultaneously with ultraviolet light or by applying pressure and vibration. The photocurable fiber reinforced resin sheet 1 is cured by irradiating with ultraviolet rays.

本発明の光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法によれば、コンクリート表面10へ当てがった光硬化型FRPシート1は、圧力を加えるのと同時に振動を加え、又は圧力を加えた後に振動を加えるので、粗いコンクリート表面10の細部にわたり柔軟に追従させ密着させることができる。こうして光硬化型FRPシート1を完全にコンクリート表面10へ密着させた状態で紫外線を照射するので、光硬化型FRPシート1の接着強度は飛躍的に増大し、コンクリート構造物3のひび割れ4や剥離、落下に対する補修、補強を効果的に行うことができる。   According to the method for repairing a concrete structure using the photocurable fiber-reinforced resin sheet of the present invention, the photocurable FRP sheet 1 applied to the concrete surface 10 applies vibration at the same time as pressure is applied, or Since the vibration is applied after the pressure is applied, it is possible to flexibly follow and adhere to the details of the rough concrete surface 10. In this way, since the ultraviolet ray is irradiated in a state where the photocurable FRP sheet 1 is completely adhered to the concrete surface 10, the adhesive strength of the photocurable FRP sheet 1 is dramatically increased, and the concrete structure 3 is cracked 4 or peeled off. It is possible to effectively repair and reinforce the fall.

また、補修必要箇所の大きさに合わせて裁断した光硬化型FRPシート1を、進行性のひび割れ4や剥離等に対し、その進行を抑制、防止するのに必要な又は効果的な箇所へ必要なだけ当てがい、上記の方法で接着するので、ひび割れ4や剥離の進行を効果的に抑制、防止できる。   In addition, the photocurable FRP sheet 1 cut according to the size of the repair-required part is necessary for an effective or effective part to suppress or prevent the progress of the progressive crack 4 or peeling. As long as it is applied and bonded by the above method, it is possible to effectively suppress and prevent the crack 4 and the progress of peeling.

光硬化型FRPシート1をコンクリート構造物3の補修必要箇所へ当てがい、該光硬化型FRPシート1を押圧ローラー7で押して必要な大きさの圧力を加え、更にバイブレーターによる振動を加え、又はバイブレータで押圧ローラー7を振動させて圧力及び振動を加えて前記シート1をコンクリート表面10へ強く密着させ、その後、紫外線を照射して接着し補修、補強を行う。 Place the photo-curable FRP sheet 1 on the concrete structure 3 where it needs to be repaired , press the photo-curable FRP sheet 1 with the pressing roller 7 to apply the required pressure, and further apply vibration by the vibrator, or vibrator Then, the pressure roller 7 is vibrated to apply pressure and vibration so that the sheet 1 is brought into close contact with the concrete surface 10.

本発明に係る光硬化型FRPシートを用いたコンクリート構造物の補修方法の実施例を図面に基づいて説明する。
図1は、本発明で使用する光硬化型FRPシートの使用前の形態を示している。図1中の符号1が光硬化型FRPシート(厚さ2mm程度)で、符号2は同光硬化型FRPシート1の表面を被覆、保護する透光性の被覆フィルム(厚さ1mm程度)である。
An embodiment of a concrete structure repairing method using the photocurable FRP sheet according to the present invention will be described with reference to the drawings.
FIG. 1 shows a form before use of the photocurable FRP sheet used in the present invention. Reference numeral 1 in FIG. 1 is a photocurable FRP sheet (thickness of about 2 mm), and reference numeral 2 is a translucent coating film (thickness of about 1 mm) that covers and protects the surface of the same photocurable FRP sheet 1. is there.

本発明で使用する光硬化型FRPシート1の主たる構成材料は、例えばポリエステル樹脂等である。これに例えばガラス繊維等の連続繊維を含浸させて補強されており、補修、補強に必要十分な強度を持たせている。また、紫外線を吸収すると反応し分解する光重合開始剤、その分解した光重合開始剤と反応するモノマー、オリゴマー、各種添加剤等を含有している。   The main constituent material of the photocurable FRP sheet 1 used in the present invention is, for example, a polyester resin. It is reinforced by impregnating it with continuous fibers such as glass fibers, and has sufficient strength for repair and reinforcement. Further, it contains a photopolymerization initiator that reacts and decomposes when absorbing ultraviolet rays, a monomer that reacts with the decomposed photopolymerization initiator, an oligomer, various additives, and the like.

この光硬化型FRPシート1は、後述の紫外線照射装置9等で紫外線を照射すると、光重合性開始剤が反応して分解され、モノマー、オリゴマー等の樹脂成分と反応し、更にこの反応生成物が樹脂成分と連鎖的に反応して分子量が増大し約20秒程度で硬化し接着性能を発揮する。前記被覆フィルム2、2は、使用前の光硬化型FRPシート1の粘着面を保護するためのものであり、使用に際して接着面側の被覆フィルム2を取り剥がしてコンクリート構造物3の表面10へ貼り着ける。表面側の被覆フィルム2は、光硬化型FRPシート1の接着操作が完了するまで残しておく。   When this photocurable FRP sheet 1 is irradiated with ultraviolet rays by an ultraviolet irradiation device 9 or the like, which will be described later, the photopolymerization initiator reacts and decomposes, reacts with resin components such as monomers and oligomers, and this reaction product. Reacts with the resin component in a chain to increase the molecular weight, cures in about 20 seconds, and exhibits adhesive performance. The covering films 2 and 2 are for protecting the adhesive surface of the photo-curable FRP sheet 1 before use, and when used, the covering film 2 on the adhesive surface side is peeled off to the surface 10 of the concrete structure 3. Stick. The front surface side covering film 2 is left until the adhesive operation of the photocurable FRP sheet 1 is completed.

図2は、補修、補強が必要なコンクリート構造物3の断面図を例示している。補修必要箇所の有無の検査、確認は、例えばコンクリート表面10は、ハイビジョンカメラ、デジタルカメラ、光学カメラ等の撮影機器を用いて行い、コンクリート内部については、赤外線センサーを用いて検出したコンクリート構造物3の温度を基に判断し特定する。かくすると、肉眼では判断、特定しがたい初期段階或いは内部の補修必要箇所、例えばジャンカ5、又はひび割れ4の存在や進行状況を精密に判定し特定できる。従って、早い段階で必要な補修、補強対策ができ、コンクリート構造物3の悪化を早期に抑制、防止できる。   FIG. 2 illustrates a cross-sectional view of a concrete structure 3 that needs repair and reinforcement. The inspection and confirmation of the presence / absence of repairs are made, for example, on the concrete surface 10 using a photographing device such as a high-definition camera, digital camera, optical camera, etc., and the concrete structure 3 detected using an infrared sensor for the inside of the concrete. Determine based on the temperature of In this way, it is possible to accurately determine and specify the presence or progress of an initial stage that is difficult to be determined and specified by the naked eye or an internal repair-necessary portion, for example, the jumper 5 or the crack 4. Therefore, necessary repair and reinforcement measures can be performed at an early stage, and deterioration of the concrete structure 3 can be suppressed and prevented at an early stage.

前記カメラ等の撮影機器で判断し特定した補修必要箇所、又は赤外線センサーで測定した温度を基に判断し特定した補修必要箇所の補修に際しては、同コンクリート表面10に汚れ、異物等が付着していると、光硬化型FRPシート1の接着強度が低下するので、これらの汚れ、異物等を予めきれいに清掃する。   When repairing a repair-required location determined and identified by a photographing device such as the camera or a temperature measured by an infrared sensor, dirt, foreign matter, etc. are adhered to the concrete surface 10. If so, the adhesive strength of the photo-curable FRP sheet 1 is lowered, so that these stains, foreign matters and the like are cleaned cleanly in advance.

図3は、光硬化型FRPシート1をコンクリート構造物3の補修必要箇所のコンクリート表面10へ当てがい密着させた段階を示している。光硬化型FRPシート1は、紫外線の侵入を防ぐ構造で包装して現場へ搬入し、現地で包装を解いたときは、特定した補修必要箇所の広さ、形状に合わせて最適な大きさと形状に手早く裁断して使用する。光硬化型FRPシート1は、例えばハサミ、カッター等で容易に裁断でき、必要に応じて現地での裁断が可能で便利である。補修必要箇所の大きさを現場で確認しつつ必要最小限の大きさに裁断できるので経済的でもある。   FIG. 3 shows a stage in which the photo-curable FRP sheet 1 is applied to and brought into close contact with the concrete surface 10 where the concrete structure 3 needs to be repaired. The photo-curable FRP sheet 1 is packed with a structure that prevents the invasion of ultraviolet rays, and is carried to the site. When the packaging is unpacked at the site, the optimal size and shape are determined according to the size and shape of the specified repair-required parts. Cut quickly and use. The photocurable FRP sheet 1 can be easily cut with, for example, scissors, a cutter, etc., and can be cut on-site as necessary, which is convenient. It is also economical because it can be cut to the minimum size while checking the size of the parts that need repair.

補修に必要な又は効果的な大きさと形状に裁断した光硬化型FRPシート1は、接着面側の被覆フィルム2のみを剥がし、その面を速やかにコンクリート表面10の補修必要箇所へ当てがう。そして、例えば押圧ローラー7等を用い前記光硬化型FRPシート1に必要十分な大きさの圧力を加え、更に同光硬化型FRPシート1にバイブレータ等で振動を加えて同シート1をコンクリート表面10へ押し付け密着させる。
なお、バイブレータ等で押圧ローラー7等を振動させて光硬化型FRPシート1に圧力と振動を同時に加えて、同シート1をコンクリート表面10へ押し付けて密着させても好適に実施できる。
前記光硬化型FRPシート1は、押圧ローラー7の移動に柔軟に追従して変形し、コンクリート表面10の凹凸に親密になじんで効果的に密着する。光硬化型FRPシート1は、例えば押圧ローラー7の表面が凹凸状のものを用いることで、より一層コンクリート表面10へなじんで効果的に密着できる。或いは木槌等で叩いて又はバイブレータ等の振動を加えて密着させてもよい。
The photocurable FRP sheet 1 cut into a size and shape necessary or effective for repairing peels off only the coating film 2 on the adhesive surface side, and quickly applies the surface to the repair-necessary portion of the concrete surface 10. Then, for example, a pressure of a necessary and sufficient level is applied to the light curable FRP sheet 1 using a pressing roller 7 or the like, and the same light curable FRP sheet 1 is vibrated with a vibrator or the like to make the sheet 1 a concrete surface 10. Press to close.
In addition, it can also be suitably carried out by vibrating the pressing roller 7 or the like with a vibrator or the like to simultaneously apply pressure and vibration to the photocurable FRP sheet 1 and press the sheet 1 against the concrete surface 10 to be in close contact therewith.
The photocurable FRP sheet 1 is deformed by flexibly following the movement of the pressing roller 7, and is intimately familiar with the unevenness of the concrete surface 10 and effectively adheres. The photo-curing type FRP sheet 1 can be more closely adapted and effectively adhered to the concrete surface 10 by using, for example, an uneven surface of the pressing roller 7. Or you may make it stick by hitting with a wooden mallet etc. or adding vibrations, such as a vibrator.

図4は、上記の処理によってコンクリート表面10に密着した前記光硬化型FRPシート1へ紫外線を照射する段階を示している。紫外線を発する紫外線照射装置9を前記光硬化型FRPシート1が密着したコンクリート表面10の手前位置へ設置し、当該光硬化型FRPシート1へ、紫外線照射装置9で紫外線を光硬化型FRPシート1が十分硬化するまでの時間照射する。すると、光硬化型FRPシート1は即座に完全に硬化してコンクリート表面10に接着し補修、補強の効果をあらしめる。その後、表面側の被覆フィルム2を取り剥がす。   FIG. 4 shows a step of irradiating the photocurable FRP sheet 1 adhered to the concrete surface 10 by the above-described treatment with ultraviolet rays. An ultraviolet irradiation device 9 that emits ultraviolet light is installed at a position in front of the concrete surface 10 to which the photocurable FRP sheet 1 is in close contact, and ultraviolet light is applied to the photocurable FRP sheet 1 by the ultraviolet irradiation device 9. Irradiate for a time until it fully cures. Then, the photocurable FRP sheet 1 is instantly completely cured and adhered to the concrete surface 10 to exhibit the effect of repair and reinforcement. Then, the surface side coating film 2 is peeled off.

なお、光硬化型FRPシート1は、時間の経過と共に樹脂自体の形状が戻る。この所謂スプリング効果を防止するために、光硬化型FRPシート1を圧力と振動を加えて密着させるのと同時に紫外線を照射して、又は圧力と振動を加えて密着させた後速やかに紫外線を照射して、前記光硬化型FRPシート1を硬化させると、効果的にコンクリート表面10に接着させることができる。   Note that the photocurable FRP sheet 1 returns to the shape of the resin itself as time passes. In order to prevent this so-called spring effect, the photocurable FRP sheet 1 is brought into close contact with pressure and vibration, and simultaneously irradiated with ultraviolet light, or after being brought into close contact with pressure and vibration, ultraviolet light is immediately irradiated. And if the said photocurable FRP sheet 1 is hardened, it can be made to adhere to the concrete surface 10 effectively.

図5は、補修、補強したコンクリート構造物3の断面図を例示している。紫外線に反応し硬化してコンクリート表面10に接着した光硬化型FRPシート1の接着強度は、約2.5N/mmにもなる。また補修、補強したコンクリート表面10は、接着した光硬化型FRPシート1が薄く透明なので補修、補強する前とほぼ変わらない外観を呈し自然な状態に仕上がる。 FIG. 5 illustrates a cross-sectional view of the repaired and reinforced concrete structure 3. The adhesive strength of the photo-curable FRP sheet 1 that is cured in response to ultraviolet rays and adhered to the concrete surface 10 is about 2.5 N / mm 2 . In addition, the repaired and reinforced concrete surface 10 has a natural appearance with an appearance almost the same as that before repairing and reinforcing, since the bonded photocurable FRP sheet 1 is thin and transparent.

図6は、請求項2記載の発明に係る実施例を示している。この実施例2は、コンクリート構造物3のジャンカ5、ひび割れ4の進行に対し、先に補修必要箇所へ接着した光硬化型FRPシート1の上に一部分が重なる配置で、新規の光硬化型FRPシート1’を接着することを特徴としている。新旧の光硬化型FRPシート1、1’の共同効果として補修の実効性を発揮させるものである。新規の光硬化型FRPシート1’を、先行して接着した光硬化型FRPシート1及びコンクリート表面10へ接着させる手段は、上記実施例1で説明した接着手段と同様の内容である。なお、先行して接着した光硬化型FRPシート1と重なり合う部分の接着強度は、コンクリート表面10へ接着した接着強度と同程度の強度を発揮する。   FIG. 6 shows an embodiment according to the second aspect of the present invention. This Example 2 is a new photocurable FRP in which a part of the concrete structure 3 is overlapped on the photocurable FRP sheet 1 previously bonded to a repair-required portion with respect to the progress of the jumper 5 and crack 4 of the concrete structure 3. It is characterized by adhering the sheet 1 '. As a joint effect of the old and new photo-curing FRP sheets 1, 1 ', the effectiveness of repair is exhibited. The means for adhering the new photocurable FRP sheet 1 ′ to the photocured FRP sheet 1 and the concrete surface 10 bonded in advance is the same as the adhering means described in the first embodiment. In addition, the adhesive strength of the part which overlaps with the light-curing type FRP sheet 1 adhered in advance exhibits the same strength as the adhesive strength adhered to the concrete surface 10.

先行の光硬化型FRPシート1が存在していても、厚さが2mm程と薄く、透明なので、その光硬化型FRPシート1に影響を受けることなく、ハイビジョンカメラ、デジタルカメラ、光学カメラ等の撮影機器を用いてコンクリート表面10のひび割れ等を測定できる。またコンクリート内部のジャンカ5、空洞等に関しては赤外線センサーを用いて測定できる。したがって、補修、補強したコンクリート表面10も定期的にジャンカ5やひび割れ4の進行を正確に点検できる。また点検により発見したジャンカ5、ひび割れ4等の進行の抑制、防止に、請求項4に係る発明の補修方法は即効的に有効である。新規の光硬化型FRPシート1’は、先行して接着した光硬化型FRPシート1と一部分がラップした状態で接着するので、継ぎ目による補修、補強の不足といった問題もない。   Even if the preceding photocurable FRP sheet 1 is present, the thickness is as thin as about 2 mm, and it is transparent, so that it is not affected by the photocurable FRP sheet 1, such as a high-vision camera, digital camera, optical camera, etc. Cracks and the like of the concrete surface 10 can be measured using a photographing device. Moreover, it can measure using an infrared sensor about the junker 5 inside a concrete, a cavity, etc. Therefore, the repaired and reinforced concrete surface 10 can also accurately check the progress of the junkers 5 and cracks 4 periodically. In addition, the repair method of the invention according to claim 4 is effective immediately for suppressing and preventing the progress of the jumper 5 and the crack 4 discovered by the inspection. Since the new photocurable FRP sheet 1 ′ is bonded in a partially wrapped state to the previously bonded photocurable FRP sheet 1, there is no problem of repair or lack of reinforcement due to the joint.

なお、以上に本発明の実施例を説明したが、本発明はこうした実施例に何ら限定されるものではなく、本発明の要旨を逸脱しない範囲において、種々の形態で実施し得る。   In addition, although the Example of this invention was described above, this invention is not limited to such an Example at all, In the range which does not deviate from the summary of this invention, it can implement with a various form.

光硬化型FRPシートの使用前の形状断面図である。It is shape sectional drawing before use of a photocurable FRP sheet. 補修必要箇所を有するコンクリート構造物の断面図である。It is sectional drawing of the concrete structure which has a repair required location. 光硬化型FRPシートを補修必要箇所へ密着させる段階を示す説明図である。It is explanatory drawing which shows the step which closely_contact | adheres a photocurable FRP sheet to a repair required location. 光硬化型FRPシートに紫外線を照射する段階を示した説明図である。It is explanatory drawing which showed the step which irradiates an ultraviolet-ray to a photocurable FRP sheet. 補修、補強したコンクリート表面の断面図である。It is sectional drawing of the concrete surface repaired and reinforced. 補修必要箇所の進行に際し新規の光硬化型FRPシートを追加して補修した実施例を示す説明図である。It is explanatory drawing which shows the Example which added and repaired the novel photocurable FRP sheet in the progress of a repair required location.

符号の説明Explanation of symbols

1 光硬化型繊維強化樹脂シート(光硬化型FRPシート)
1’ 新規の光硬化型繊維強化樹脂シート(光硬化型FRPシート)
3 コンクリート構造物
4 ひび割れ
5 ジャンカ
7 押圧ローラー
10 コンクリート表面
1 Photocurable fiber reinforced resin sheet (photocurable FRP sheet)
1 'New photocurable fiber reinforced resin sheet (photocurable FRP sheet)
3 Concrete structure 4 Crack 5 Junker 7 Press roller 10 Concrete surface

Claims (4)

紫外線を受けると硬化し接着する光硬化型繊維強化樹脂シートを、コンクリート構造物の補修必要箇所の表面へ当てがい、同光硬化型繊維強化樹脂シートに圧力を加えてコンクリート表面へ密着させ、紫外線を照射して接着させ補修する方法において、
コンクリート構造物の補修必要箇所の表面へ当てがった光硬化型繊維強化樹脂シートを押圧ローラーで押して必要な大きさの圧力を加え、更にバイブレーターによる振動を加え、又はバイブレータで押圧ローラーを振動させて圧力及び振動を加えて前記シートをコンクリート表面へ強く密着させ、前記シートに紫外線を照射して硬化させコンクリート表面へ接着させて補修、補強することを特徴とする、光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法。
A photocurable fiber reinforced resin sheet that cures and adheres when exposed to ultraviolet light is applied to the surface of the concrete structure where repair is required, and the light curable fiber reinforced resin sheet is pressed against the surface of the concrete to apply ultraviolet light. In the method of repairing by bonding with irradiation,
Press the light-curing fiber reinforced resin sheet applied to the surface of the repaired part of the concrete structure with a pressure roller to apply the required pressure, and add vibration by the vibrator, or vibrate the pressure roller with the vibrator. The photocurable fiber reinforced resin sheet is characterized in that the sheet is strongly adhered to the concrete surface by applying pressure and vibration, and the sheet is cured by irradiating the sheet with ultraviolet rays to be adhered to the concrete surface for repair and reinforcement. Repair method of concrete structure using
コンクリート構造物の補修必要箇所の剥離、ひび割れの進行に対し、先行して補修必要箇所へ接着した光硬化型繊維強化樹脂シートへ一部分ラップさせて、新規の光硬化型繊維強化樹脂シートをコンクリート構造物の剥離、ひび割れの進行部分へ当てがい、この新規シートを押圧ローラーで押して必要な大きさの圧力を加え、更にバイブレーターによる振動を加え、又はバイブレータで押圧ローラーを振動させて圧力及び振動を加えて先行のシート及びコンクリート表面へ強く密着させ、前記新規のシートに紫外線を照射して先行のシート及びコンクリート表面へ接着させて補修、補強することを特徴とする、光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法。 A part of a light-curable fiber reinforced resin sheet that has been previously bonded to the repair-required part of the concrete structure is peeled off and the crack progresses. Applying the pressure of the required size by pressing this new sheet with the pressing roller, applying the pressure of the vibrator, or vibrating the pressing roller with the vibrator and applying pressure and vibration. A photo-curable fiber reinforced resin sheet, which is strongly adhered to the preceding sheet and the concrete surface, and is repaired and reinforced by irradiating the new sheet with ultraviolet rays to adhere to the preceding sheet and the concrete surface. Repair method of used concrete structure. 光硬化型繊維強化樹脂シートへ圧力と振動を同時に加えて、又は光硬化型繊維強化樹脂シートへ圧力を加えた後に振動を加えて前記シートをコンクリート表面へ密着させることを特徴とする、請求項1又は2に記載した光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法。   The pressure and vibration are simultaneously applied to the photocurable fiber reinforced resin sheet, or the pressure is applied to the photocurable fiber reinforced resin sheet and then the vibration is applied to closely adhere the sheet to the concrete surface. A method for repairing a concrete structure using the photocurable fiber-reinforced resin sheet described in 1 or 2. コンクリート構造物の補修必要箇所の表面へ光硬化型繊維強化樹脂シートを圧力と振動を加えて密着させるのと同時に紫外線を照射して、又は圧力と振動を加えて密着させた後速やかに紫外線を照射して、前記光硬化型繊維強化樹脂シートを硬化させることを特徴とする、請求項1〜のいずれか一に記載した光硬化型繊維強化樹脂シートを用いたコンクリート構造物の補修方法。 Irradiate UV light simultaneously with pressure and vibration to the surface of the concrete structure where repair is necessary, and apply UV light, or apply pressure and vibration, and then immediately apply UV light. The method of repairing a concrete structure using the photocurable fiber-reinforced resin sheet according to any one of claims 1 to 3 , wherein the photocurable fiber-reinforced resin sheet is cured by irradiation.
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