JP3903314B2 - Repair and reinforcement method for long wooden members - Google Patents

Repair and reinforcement method for long wooden members Download PDF

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Publication number
JP3903314B2
JP3903314B2 JP2002311410A JP2002311410A JP3903314B2 JP 3903314 B2 JP3903314 B2 JP 3903314B2 JP 2002311410 A JP2002311410 A JP 2002311410A JP 2002311410 A JP2002311410 A JP 2002311410A JP 3903314 B2 JP3903314 B2 JP 3903314B2
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fiber reinforced
wooden
reinforced sheet
long
fiber
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JP2004143847A (en
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修 貞広
誠 木村
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Shimizu Corp
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Shimizu Corp
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Description

【0001】
【発明の属する技術分野】
本発明は、木造梁や木造柱などの木造長尺部材の補修および補強にかかり、特に、繊維強化シートを用いた木造長尺部材の補修補強方法に関するものである。
【0002】
【従来の技術】
従来の木造長尺部材の補修補強方法は、第1のシート状高強度長繊維と第2のシート状高強度長繊維とを用いるものである。第1のシート状高強度長繊維は、梁1の下面に軸線方向に沿って重ね合わされるとともに、梁の両端にその両端部が接着剤を介して定着区間として定着され、かつ、中間部分が梁に定着されずに補強区間として固定される。第2のシート状高強度長繊維は、第1のシート状高強度長繊維の補強区間内でこれの上に重ね合わせるように、梁の側面から第1のシート状高強度長繊維にかけて接着剤で貼付される。これにより、梁にかかる曲げモーメントが梁自体の曲げ強度と梁下面における第1のシート状高強度長繊維の引張抵抗に加え、梁側面における第2のシート状高強度長繊維の引張抵抗によって受け持たれる(例えば、特許文献1参照)。
【0003】
【特許文献1】
特公平4−77104号公報
【0004】
【発明が解決しようとする課題】
しかしながら、上述した従来の木造長尺部材の補修補強方法では、第2のシート状高強度長繊維が梁の側面から第1のシート状高強度長繊維にかけて貼付され、梁の上面にかけて設けられていない。これにより、第2のシート状高強度長繊維では、梁にかかる曲げモーメントを受け持てる十分な引張抵抗が得られないおそれがある。
【0005】
なお、第2シート状高強度長繊維が梁の上面に設けられない要因は、梁と直行する直行梁が梁の上面に存在することと考えられる。この直行梁の直下の梁の部分には、比較的大きい曲げモーメントがかかり、割れなどが起こり易く補強すべき部分である。このように、従来では、直行梁の存在によって梁の上面に第2シート状高強度長繊維が設けられないことから、補強すべき部分にもかかわらず、梁にかかる曲げモーメントを受け持てる十分な引張抵抗が得られないこととなる。
【0006】
また、木造梁や木造柱などの長尺部材は、老化や繊維方向(長手方向)への圧縮力によって繊維方向の直行方向に、はらみや膨らみが生じる。しかしながら、従来では、第2のシート状高強度長繊維が梁の側面から第1のシート状高強度長繊維にかけてのみ貼付され、梁の繊維方向の直行方向にかけて配されていないため、はらみや膨らみを防止することが困難である。
【0007】
本発明は、上記実情に鑑みて、曲げモーメントを受け持てる十分な引張抵抗を得るとともに、繊維方向の直行方向のはらみや膨らみを防止することができる木造長尺部材の補修補強方法を提供することを目的とする。
【0008】
【課題を解決するための手段】
上記の目的を達成するために、本発明の請求項1に係る木造長尺部材の補修補強方法は、第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材の一側に貼り付ける工程と、第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の一側から両端を他側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付けるとともに、別の第2の繊維強化シートを前記木造長尺部材の一側から両端を他側に掛けて前記第2の繊維強化シートに交互に重ねて貼り付ける工程と、第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程とを含むことを特徴とする。
【0009】
この発明によれば、第2の繊維強化シートを木造長尺部材の繊維方向に斜め交差して貼り付けているので、木造長尺部材の繊維方向にかかる曲げモーメントおよびせん断力が受け持たれる。また、第3の繊維強化シートを木造長尺部材の繊維方向に直行して巻装して貼り付けているので、木造長尺部材の繊維方向へのはらみや膨らみが防止できる。
【0010】
また、本発明の請求項2に係る木造長尺部材の補修補強方法は、第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材に生じた割れ部を被覆して貼り付ける工程と、第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付ける工程と、第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程とを含むことを特徴とする。
【0011】
この発明によれば、第2の繊維強化シートを割れ部の位置から木造長尺部材の繊維方向に斜め交差して貼り付けているので、木造長尺部材に生じた割れ部にかかる曲げモーメントおよびせん断力が受け持たれる。また、第3の繊維強化シートを木造長尺部材の繊維方向に直行して巻装して貼り付けているので、木造長尺部材の繊維方向へのはらみや膨らみが防止できる。
【0012】
また、本発明の請求項3に係る木造長尺部材の補修補強方法は、木造長尺部材に生じた割れ部を横断する溝を設けて前記溝に補強部材を埋設する工程と、第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材の割れ部を被覆して貼り付ける工程と、第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付ける工程と、第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程とを含むことを特徴とする。
【0013】
この発明によれば、木造長尺部材に生じた割れ部を横断する溝に補強部材を埋設したので、より確実に割れ部を補強できる。
【0014】
また、本発明の請求項4に係る木造長尺部材の補修補強方法は、木造長尺部材に生じた割れ部を横断する溝を設けて、前記溝に補強部材を埋設する工程と、前記木造長尺部材に生じた割れ部に充填剤を充填する工程と、前記木造長尺部材の外周にプライマーを塗布する工程と、前記木造長尺部材の外周にパテ剤を平滑に均す工程と、第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材の割れ部を被覆して貼り付ける工程と、第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付ける工程と、第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程とを含むことを特徴とする。
【0015】
この発明によれば、プライマーによって木造長尺部材の補修を容易にし、かつ、パテ剤によって各繊維強化シートの貼り付けを良好にする。
【0016】
また、本発明の請求項5に係る木造長尺部材の補修補強方法は、上記請求項2〜4の何れか一つにおいて、前記第2の繊維強化シートを前記割れ部の生じた方向に略直交するように貼り付けることを特徴とする。
【0017】
この発明によれば、第2の繊維強化シートが割れ部の状態に略直交しているので、せん断割れ部の状態にも応じた補強が適宜行える。
【0018】
また、本発明の請求項6に係る木造長尺部材の補修補強方法は、上記請求項2〜4の何れか一つにおいて、前記第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付けるとともに、別の第2の繊維強化シートを前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記第2の繊維強化シートに交互に重ねて貼り付ける工程を含むことを特徴とする。
【0019】
この発明によれば、第2の繊維強化シートと別の第2の繊維強化シートにより、割れ部の位置をたすき掛けとし、木造長尺部材に生じた割れ部にかかる曲げモーメントを十分に受け持つ。
【0020】
【発明の実施の形態】
以下に添付図面を参照して、本発明に係る木造長尺部材の補修補強方法の実施の形態を説明する。図1(a)乃至図1(f)は本実施の形態における木造長尺部材の補修補強方法の手順を示す図である。
【0021】
本実施の形態の木造長尺部材の補修補強方法は、例えば、木造梁や木造柱あるいは桔木などの木造長尺部材を対象とし、この木造長尺部材を補修および補強するための方法である。また、以下に説明する実施の形態では、木造長尺部材として木造梁を一例として説明する。
【0022】
図1(a)に示すように、木造梁1には、屋根下地や小屋組みを含む屋根の重みがかかる。このため、図1(a)中矢印A方向に生じる曲げモーメントによって木造梁1の下側に割れ部2が生じることが多い。そこで、以下の如く割れ部2を補修し木造梁1の補強を行う。
【0023】
まず、図1(a)に示すように、割れ部2にエポキシ樹脂などの充填剤3を充填する。
【0024】
次に、図1(b)に示すように、割れ部2からはみ出した充填剤3を清掃して、木造梁1の外周にプライマー4を塗布する。そして、プライマー4が指触硬化後、木造梁1の外周にエポキシパテなどのパテ剤5を平滑に均す。なお、木造梁1が、補修後に乾燥収縮が進むような材料である場合などでは、木造梁1の周面を補強する後述の繊維強化シートによる拘束によって割れが生じることが考えられる。この場合、プライマー4として吸撥水性のある材料や、ある程度の弾性のある材料を用いることが好ましい。
【0025】
次に、図1(c)に示すように、パテ剤5が硬化後、木造梁1の下側であって、割れ部2を被覆するように、木造梁1の繊維方向(長手方向)に沿って第1の繊維強化シート6を貼り付ける。
【0026】
第1の繊維強化シート6は、炭素繊維、ガラス繊維、ビニロン繊維、アラミド繊維などからなり、その繊維方向を縦横に配向してシート状に形成することが可能である。なお、主となる繊維方向は繊維強化シートの長辺方向と一致している。また、第1の繊維強化シート6を貼り付ける際には、貼り付け部分にエポキシ樹脂などからなる接着剤を塗布する。その後、第1の繊維強化シート6を貼り合わせローラなどで押圧して接着剤を第1の繊維強化シート6に含浸させる。このように貼り付けられる第1の繊維強化シート6は、多層に貼り付けられる。一例としては、300g/m2目付で幅500mmのものを4層重ねて貼り付ける。なお、上記寸法、重ね数などは、木造梁1への応力状態、木造梁1の傷み具合や木造梁1の寸法により適宜変更できる。
【0027】
次に、第1の繊維強化シート6を貼り付ける接着剤の硬化後、木造梁1の下側であって割れ部2の位置から両端を割れ部2と相反する側に掛けて木造梁1の繊維方向(長手方向)に斜めに交差して第2の繊維強化シート7を巻装する。第2の繊維強化シート7は、上記第1の繊維強化シート6と同じく形成され、第1の繊維強化シート7と同じく接着剤で貼り付けられる。
【0028】
続いて、第2の繊維強化シート7を上記の如く貼り付けるとともに、別の第2の繊維強化シート7´を木造梁1の割れ部2の位置から両端を割れ部2と相反する側に掛けて第2の繊維強化シート7に交互に重ねて貼り付ける。すなわち、第2の繊維強化シート7,7´は、割れ部2の位置にて重なり、たすき掛けの要領で貼り付けられる。また、たすき掛けとなる割れ部2の位置には、第2の繊維強化シート7,7´を多層(例えば4層)重ねて貼り付ける。また、第2の繊維強化シート7と別の第2の繊維強化シート7´とは、互いの端部が木造梁1の上側にて重合して貼り付けられる。この重合部分は、本実施の形態では例えば200mmとする。なお、上記寸法、重ね数などは、木造梁1への応力状態、木造梁1の傷み具合や木造梁1の寸法により適宜変更できる。
【0029】
なお、第2の繊維強化シート7は、割れ部2の状態に応じて貼り付けると良い。具体的には、図2に示すように、木造梁1へのせん断力により割れ部2が木造梁1の繊維方向(長手方向)に対して斜めに生じた場合、第2の繊維強化シート7を割れ部2の生じた方向に略直行するように貼り付け、これを多層重ねて貼り付ける。すなわち、別の第2の繊維強化シート7´を用いず、たすき掛けにしない。
【0030】
次に、第2の繊維強化シート7,7´を貼り付ける接着剤の硬化後、第1の繊維強化シート6および第2の繊維強化シート7,7´に重ねて、第3の繊維強化シート8を木造梁1の繊維方向(長手方向)に直行して巻装して貼り付ける。第2の繊維強化シート7は、上記第1の繊維強化シート6と同じく形成され、第1の繊維強化シート7と同じく接着剤で貼り付けられる。また、第3の繊維強化シート8は、その両端部が木造梁1の上側にて重合して貼り付けられる。この重合部分は、本実施の形態では例えば200mmとする。また、上記の如く貼り付けられる第3の繊維強化シート8は、多層(例えば4層)重ねて貼り付けられる。なお、上記寸法、重ね数などは、木造梁1への応力状態、木造梁1の傷み具合や木造梁1の寸法により適宜変更できる。
【0031】
なお、第3の繊維強化シート8を多層重ねて貼り付ける際には、1層目の隣同士を重ねず端部を付き合わせて貼る。そして、2層目は前記付き合わせ部を覆うようにずらして貼り付ける。さらに、3層目以降も同様にして付き合わせ部位置を他層とずらして貼り付ける。第3の繊維強化シート8は、このようにして多層重ねて貼り付けることが好ましい。なお、上記寸法、重ね数などは、木造梁1への応力状態、木造梁1の傷み具合や木造梁1の寸法により適宜変更できる。
【0032】
したがって、上述した木造長尺部材の補修補強方法では、第2の繊維強化シート7,7´が、木造梁1の繊維方向に交差して貼り付けられている。これにより、木造梁1にかかる図1(a)中矢印A方向の曲げモーメントを受け持てる引張抵抗を得ることが可能となる。この第2の繊維強化シート7,7´は、木造梁1の割れ部2の位置で交互に重ねて貼り付けられて、たすき掛けにされてなる。これにより、割れ部2にかかる曲げモーメントおよびせん断力を受け持てる十分な引張抵抗が得られる。
【0033】
さらに、第2の繊維強化シート7,7´は、木造梁1の繊維方向に交差して貼り付けられている。これにより、図4に示すように、木造梁1の上側に直交梁11が存在していても、この直交梁11を避けるようにして第2の繊維強化シート7,7´を貼り付けることが可能である。すなわち、比較的大きい曲げモーメントがかかる直交梁11の直下の木造梁1の部分の補修および補強が可能である。
【0034】
また、別の第2の繊維強化シート7´を用いず、第2の繊維強化シート7を割れ部2の生じた方向に略直行するように貼り付けた場合(図2参照)、せん断割れ部2の生じた状態にも応じて適宜補強することが可能である。
【0035】
また、上述した木造長尺部材の補修補強方法では、第3の繊維強化シート8が、木造梁1の繊維方向(長手方向)に直行して巻装して貼り付けられている。これにより、老化や繊維方向(長手方向)への圧縮力によって木造梁1の繊維方向の直行方向に、はらみや膨らみが生じようとしても、第3の繊維強化シート8によって、はらみや膨らみを防止することが可能である。
【0036】
ところで、図1(a)において割れ部2にエポキシ樹脂などの充填剤3を充填する以前に、図3に示すように、木造梁1に割れ部2を横断する溝9を設けて、この溝9内に補強部材10を埋設しても良い。補強部材10には、鉄筋、鋼線、ストランドや、炭素繊維、アラミドファイバー、グラスファイバーの束などがある。また、補強部材10の溝9への埋設には、割れ部2に充填するエポキシ樹脂などの充填剤3(接着剤でもよい)が用いられる。このように、補強部材10を設けることで、より確実に割れ部2の補強を行うことが可能となる。
【0037】
なお、上述した実施の形態では、割れ部2が生じた木造梁1の補修および補強の方法について説明したが、割れ部2が生じる以前の場合でも木造梁1の補修および補強を行うことも可能である。
【0038】
この場合、図1(b)に示すように、木造梁1の外周にプライマー4を塗布する。そして、プライマー4が指触硬化後、木造梁1の外周にエポキシパテなどのパテ剤5を平滑に均す。
【0039】
次に、図1(c)に示すように、パテ剤5が硬化後、木造梁1の下側(一側)に木造梁1の繊維方向(長手方向)に沿って第1の繊維強化シート6を貼り付ける。
【0040】
次に、第1の繊維強化シート6を貼り付ける接着剤の硬化後、木造梁1の下側(一側)から両端を(上側)他側に掛けて木造梁1の繊維方向(長手方向)に斜めに交差して第2の繊維強化シート7を巻装する。これとともに、別の第2の繊維強化シート7´を木造梁1の下側(一側)から両端を上側(他側)に掛けて第2の繊維強化シート7に交互に重ねて、たすき掛けの要領で貼り付ける。
【0041】
次に、第2の繊維強化シート7,7´を貼り付ける接着剤の硬化後、第1の繊維強化シート6および第2の繊維強化シート7,7´に重ねて、第3の繊維強化シート8を木造梁1の繊維方向(長手方向)に直行して巻装して貼り付ける。
【0042】
このように、割れ部2が生じる以前の木造梁1の補修および補強が行われる。また、この場合も上述した直交梁11(図4参照)を避けて第2の繊維強化シート7,7´を貼り付けることが可能である。
【0043】
なお、上述した全ての実施の形態では、木造長尺部材として木造梁1を一例として説明したが、木造柱あるいは桔木(不図示)の場合でも同様に補修および補強を行うことが可能である。この場合、第1の繊維強化シート6は、割れ部2が生じた木造柱の一側、あるいは曲げモーメントがかかる木造柱の一側に貼り付けられる。また、第2の繊維強化シート7,7´は、上記木造柱の一側から両端を他側に掛けて木造柱の繊維方向(長手方向)に斜めに交差して貼り付けられ、他側にて端部が重合して貼り付けられる。また、第3の繊維強化シート8は、上記木造柱の一側から木造柱の繊維方向に直行して貼り付けられ、他側にて端部が重合して貼り付けられる。
【0044】
また、上述した全ての実施の形態では、継手部の無い一連の木造長尺部材を図示して説明したが、各種継手部のある木造長尺部材として、その継手部の補修および補強にも上述した補修補強方法を採用することが可能である。この場合、第2の繊維強化シート7,7´は、割れ部2への貼り付けと同様に継手部の位置で交互に重ねて貼り付けられて、たすき掛けにする。これにより、継手部にかかる曲げモーメントおよびせん断力を受け持てる十分な引張抵抗が得られる。
【0045】
このように、上述した木造長尺部材の補修補強方法によれば、木造梁1(木造柱)の曲げモーメントを受け持てる十分な引張抵抗を得ることが可能である。また、木造梁1(木造柱)の繊維方向の直行方向のはらみや膨らみを防止することが可能である。特に、上述した木造長尺部材の補修補強方法は、既存部分を補修および補強する方法であるため、歴史的建造物の保存など、木造建物の既存部材を取り替えることが困難な場合において有用である。
【0046】
【発明の効果】
以上説明したように、本発明の木造長尺部材の補修補強方法によれば、第2の繊維強化シートが木造長尺部材の繊維方向に斜め交差して貼り付けられているので、木造長尺部材の繊維方向にかかる曲げモーメントを受け持つ引張抵抗を得ることができる。特に、第2の繊維強化シートは、木造長尺部材の繊維方向に斜め交差しているので、木造長尺部材に直交する梁などがあっても、この梁を避けた上で梁のある部分にかかる曲げモーメントを受け持つ十分な引張抵抗を得ることができる。また、第3の繊維強化シートが木造長尺部材の繊維方向に直行して巻装して貼り付けられているので、木造長尺部材の繊維方向へのはらみや膨らみを防止することができる。
【0047】
また、第2の繊維強化シートが割れ部の位置から両端を割れ部の相反する側に掛けて木造長尺部材の繊維方向に斜め交差して貼り付けられているので、木造長尺部材に生じた割れ部にかかる曲げモーメントを受け持つことができる。特に、割れ部は、木造長尺部材に直交する梁などがある部分で生じることが多いが、第2の繊維強化シートが木造長尺部材の繊維方向に斜め交差しているので、梁を避けた上で梁のある部分に生じた割れ部にかかる曲げモーメントを受け持つことができる。
【0048】
また、木造長尺部材に生じた割れ部を横断する溝に補強部材を埋設することにより、確実に割れ部を補強することができる。
【0049】
また、木造長尺部材の外周にプライマーを塗布することにより、木造長尺部材の補修および補強部分の防水性を高めることができる。さらに、木造長尺部材の外周にパテ剤を平滑に均すことにより、各繊維強化シートの貼り付けを良好にすることができる。
【0050】
また、第2の繊維強化シートを割れ部の生じた方向に略直交するように貼り付けることにより、せん断割れ部の状態にも応じて適宜補強することができる。
【0051】
また、第2の繊維強化シートを木造長尺部材の割れ部の位置から両端を割れ部の相反する側に掛けて木造長尺部材の繊維方向に斜めに交差して巻装して貼り付け、別の第2の繊維強化シートを割れ部の位置から両端を割れ部の相反する側に掛けて第2の繊維強化シートに交互に重ねて貼り付けることにより、第2の繊維強化シートと別の第2の繊維強化シートが割れ部の位置で重なり、たすき掛けとなるので、割れ部にかかる曲げモーメントを十分に受け持つことができる。
【図面の簡単な説明】
【図1】(a)〜(f)本実施の形態における木造長尺部材の補修補強方法の手順を示す図である。
【図2】割れ部に応じた第2の繊維強化シートの貼り方を示す図である。
【図3】補強部材を用いた場合を示す図である。
【図4】直交梁がある場合の各繊維強化シートの貼り方を示す図である。
【符号の説明】
1 木造梁(木造長尺部材)
2 割れ部
3 充填剤
4 プライマー
5 パテ剤
6 第1の繊維強化シート
7,7´ 第2の繊維強化シート
8 第3の繊維強化シート
9 溝
10 補強部材
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to repair and reinforcement of a long wooden member such as a wooden beam or a wooden pillar, and particularly relates to a method for repairing and reinforcing a long wooden member using a fiber reinforced sheet.
[0002]
[Prior art]
A conventional method for repairing and reinforcing a long wooden member uses a first sheet-like high-strength long fiber and a second sheet-like high-strength long fiber. The first sheet-like high-strength long fibers are superimposed on the lower surface of the beam 1 along the axial direction, and both end portions of the first sheet-like high-strength fibers are fixed as fixing sections via an adhesive, and the intermediate portion is It is fixed as a reinforcing section without being fixed to the beam. The second sheet-like high-strength long fiber is bonded to the first sheet-like high-strength long fiber from the side of the beam so as to be superimposed on the first sheet-like high-strength long fiber in the reinforcing section. Affixed with. Thereby, the bending moment applied to the beam is received by the tensile resistance of the second sheet-like high-strength long fiber on the side surface of the beam in addition to the bending strength of the beam itself and the tensile resistance of the first sheet-like high-strength long fiber on the lower surface of the beam. (For example, refer to Patent Document 1).
[0003]
[Patent Document 1]
Japanese Examined Patent Publication No. 4-77104 [0004]
[Problems to be solved by the invention]
However, in the above-described conventional method for repairing and reinforcing a long wooden member, the second sheet-like high-strength long fiber is applied from the side surface of the beam to the first sheet-like high-strength long fiber, and is provided over the upper surface of the beam. Absent. As a result, the second sheet-like high-strength long fiber may not be able to obtain sufficient tensile resistance that can bear the bending moment applied to the beam.
[0005]
The reason why the second sheet-like high-strength long fibers are not provided on the upper surface of the beam is considered to be that an orthogonal beam orthogonal to the beam exists on the upper surface of the beam. A relatively large bending moment is applied to the portion of the beam immediately below the perpendicular beam, and the portion to be reinforced is likely to crack. Thus, conventionally, since the second sheet-like high-strength long fibers are not provided on the upper surface of the beam due to the presence of the orthogonal beam, the bending moment applied to the beam is sufficient despite the portion to be reinforced. A tensile resistance will not be obtained.
[0006]
Further, long members such as wooden beams and wooden pillars are squeezed or swollen in the direction perpendicular to the fiber direction due to aging or compressive force in the fiber direction (longitudinal direction). However, conventionally, the second sheet-like high-strength long fiber is stuck only from the side surface of the beam to the first sheet-like high-strength long fiber and is not arranged in the direction perpendicular to the fiber direction of the beam. Is difficult to prevent.
[0007]
In view of the above circumstances, the present invention provides a method for repairing and reinforcing a long wooden member capable of obtaining a sufficient tensile resistance capable of bearing a bending moment and preventing the perpendicular or bulging of the fiber direction. With the goal.
[0008]
[Means for Solving the Problems]
In order to achieve the above object, a method for repairing and reinforcing a long wooden member according to claim 1 of the present invention is the method of repairing and reinforcing a first fiber reinforced sheet along the fiber direction of the long wooden member. A step of affixing to one side, a second fiber reinforced sheet overlaid on the first fiber reinforced sheet, and both ends from one side of the wooden long member to the other side in the fiber direction of the wooden long member While crossing diagonally and winding and sticking, another second fiber reinforced sheet is alternately overlapped on the second fiber reinforced sheet by hanging both ends from one side of the long wooden member to the other side. A step of affixing, a step of overlapping a third fiber reinforced sheet on the first fiber reinforced sheet and the second fiber reinforced sheet, directing in a fiber direction of the long wooden member, and affixing by winding It is characterized by including.
[0009]
According to this invention, since the second fiber reinforced sheet is affixed obliquely intersecting the fiber direction of the long wooden member, the bending moment and the shearing force applied to the fiber direction of the long wooden member are handled. In addition, since the third fiber reinforced sheet is wound and pasted in a direction perpendicular to the fiber direction of the long wooden member, it is possible to prevent the long wooden member from swelling or bulging in the fiber direction.
[0010]
In the method for repairing and reinforcing a long wooden member according to claim 2 of the present invention, the first fiber reinforced sheet covers the crack portion generated in the long wooden member along the fiber direction of the long wooden member. A step of attaching the second fiber reinforced sheet to the first fiber reinforced sheet, and the both ends of the wooden long member from the position of the cracked portion are hung on the opposite sides of the cracked portion. A step of winding and pasting diagonally crossing the fiber direction of the length member, and a third fiber reinforced sheet overlaid on the first fiber reinforced sheet and the second fiber reinforced sheet, the wooden long member And a step of directing in the fiber direction and winding and pasting.
[0011]
According to the present invention, since the second fiber reinforced sheet is affixed obliquely intersecting the fiber direction of the long wooden member from the position of the broken portion, the bending moment applied to the broken portion generated in the long wooden member and Shearing force is accepted. In addition, since the third fiber reinforced sheet is wound and pasted in a direction perpendicular to the fiber direction of the long wooden member, it is possible to prevent the long wooden member from swelling or bulging in the fiber direction.
[0012]
A method for repairing and reinforcing a long wooden member according to claim 3 of the present invention includes a step of providing a groove crossing a crack generated in the long wooden member and embedding the reinforcing member in the groove, A step of covering and attaching a fiber reinforced sheet covering a cracked portion of the long wooden member along the fiber direction of the long wooden member, and a second fiber reinforced sheet superimposed on the first fiber reinforced sheet. A step of hooking both ends from the position of the cracked portion of the long member to the opposite sides of the cracked portion, winding and pasting diagonally in the fiber direction of the wooden long member, and third fiber reinforcement And a step of stacking the sheet on the first fiber reinforced sheet and the second fiber reinforced sheet, and winding and pasting the sheet in the fiber direction of the long wooden member.
[0013]
According to this invention, since the reinforcing member is embedded in the groove crossing the crack generated in the long wooden member, the crack can be more reliably reinforced.
[0014]
According to a fourth aspect of the present invention, there is provided a method for repairing and reinforcing a long wooden member, comprising a step of embedding a reinforcing member in the groove by providing a groove that crosses a crack generated in the long wooden member; A step of filling the cracked portion generated in the long member with a filler, a step of applying a primer to the outer periphery of the wooden long member, a step of smoothing the putty agent on the outer periphery of the wooden long member, A step of covering the first fiber reinforced sheet along the fiber direction of the long wooden member and covering the cracked portion of the long wooden member, and a second fiber reinforced sheet superimposed on the first fiber reinforced sheet A step of hanging the both ends of the wooden long member from the position of the cracked portion on opposite sides of the cracked portion, winding and pasting diagonally in the fiber direction of the wooden long member, and third, The fiber reinforced sheet of the first fiber reinforced sheet and the second fiber reinforced sheet Characterized in that it comprises a step of overlapping the sheets paste wound in orthogonal to the fiber direction of the wooden elongated member.
[0015]
According to this invention, it is easy to repair a long wooden member with a primer, and the pasting of each fiber reinforced sheet is made good with a putty agent.
[0016]
According to a fifth aspect of the present invention, there is provided a method for repairing and reinforcing a long wooden member according to any one of the second to fourth aspects, wherein the second fiber reinforced sheet is substantially aligned in the direction in which the crack portion is generated. It sticks so that it may orthogonally cross.
[0017]
According to this invention, since the 2nd fiber reinforced sheet is substantially orthogonal to the state of a crack part, reinforcement according to the state of a shear crack part can be performed suitably.
[0018]
According to a sixth aspect of the present invention, there is provided a method for repairing and reinforcing a long wooden member according to any one of the second to fourth aspects, wherein the second fiber reinforced sheet is overlapped with the first fiber reinforced sheet. The two ends of the long wooden member from the position of the cracked portion are hung on the opposite sides of the cracked portion, crossed obliquely in the fiber direction of the long wooden member, and then wound and pasted. Including a step of attaching the two fiber reinforced sheets to the second fiber reinforced sheets alternately by hanging both ends from the position of the cracked portion of the long wooden member on opposite sides of the cracked portion. And
[0019]
According to this invention, the second fiber reinforced sheet and the second fiber reinforced sheet separate from each other are used as a stake in the position of the cracked portion, and sufficiently handle the bending moment applied to the cracked portion generated in the long wooden member.
[0020]
DETAILED DESCRIPTION OF THE INVENTION
Embodiments of a method for repairing and reinforcing a long wooden member according to the present invention will be described below with reference to the accompanying drawings. Fig.1 (a) thru | or FIG.1 (f) are the figures which show the procedure of the repair reinforcement method of the wooden elongate member in this Embodiment.
[0021]
The method for repairing and reinforcing a long wooden member of the present embodiment is a method for repairing and reinforcing a long wooden member such as a wooden beam, a wooden pillar, or a wooden frame. . Moreover, in embodiment described below, a wooden beam is demonstrated as an example as a wooden elongate member.
[0022]
As shown to Fig.1 (a), the weight of the roof containing a roof foundation | substrate or a roof structure is applied to the wooden beam 1. FIG. For this reason, the crack 2 is often generated on the lower side of the wooden beam 1 due to the bending moment generated in the direction of arrow A in FIG. Therefore, the crack 2 is repaired and the wooden beam 1 is reinforced as follows.
[0023]
First, as shown in FIG. 1A, the cracking portion 2 is filled with a filler 3 such as an epoxy resin.
[0024]
Next, as shown in FIG. 1B, the filler 3 protruding from the crack 2 is cleaned, and the primer 4 is applied to the outer periphery of the wooden beam 1. Then, after the primer 4 is cured by finger touch, a putty agent 5 such as an epoxy putty is leveled smoothly on the outer periphery of the wooden beam 1. In addition, when the wooden beam 1 is made of a material that undergoes drying shrinkage after repairing, it is conceivable that cracking may occur due to restraint by a fiber-reinforced sheet described later that reinforces the peripheral surface of the wooden beam 1. In this case, it is preferable to use a water-absorbing / repellent material or a material having some elasticity as the primer 4.
[0025]
Next, as shown in FIG. 1 (c), after the putty agent 5 is cured, the lower side of the wooden beam 1 and in the fiber direction (longitudinal direction) of the wooden beam 1 so as to cover the crack 2. The 1st fiber reinforced sheet 6 is stuck along.
[0026]
The first fiber reinforced sheet 6 is made of carbon fiber, glass fiber, vinylon fiber, aramid fiber, or the like, and can be formed into a sheet shape with its fiber direction oriented vertically and horizontally. The main fiber direction coincides with the long side direction of the fiber reinforced sheet. Further, when the first fiber reinforced sheet 6 is attached, an adhesive made of an epoxy resin or the like is applied to the attachment portion. Thereafter, the first fiber reinforced sheet 6 is pressed with a laminating roller or the like to impregnate the first fiber reinforced sheet 6 with the adhesive. Thus, the 1st fiber reinforced sheet 6 affixed is affixed in multiple layers. As an example, four layers each having a weight of 300 g / m 2 and a width of 500 mm are laminated and pasted. The dimensions, the number of overlaps, and the like can be appropriately changed depending on the stress state on the wooden beam 1, the degree of damage to the wooden beam 1, and the size of the wooden beam 1.
[0027]
Next, after curing of the adhesive for attaching the first fiber reinforced sheet 6, the wooden beam 1 is hung from the position of the cracked portion 2 on the lower side of the wooden beam 1 to the side opposite to the cracked portion 2. The second fiber reinforced sheet 7 is wound so as to cross obliquely in the fiber direction (longitudinal direction). The second fiber reinforced sheet 7 is formed in the same manner as the first fiber reinforced sheet 6 and is attached with an adhesive in the same manner as the first fiber reinforced sheet 7.
[0028]
Subsequently, the second fiber reinforced sheet 7 is pasted as described above, and another second fiber reinforced sheet 7 ′ is hung from the position of the crack portion 2 of the wooden beam 1 to the side opposite to the crack portion 2. Then, the second fiber reinforced sheets 7 are alternately stacked and pasted. That is, the second fiber reinforced sheets 7 and 7 ′ are overlapped at the position of the cracked portion 2 and pasted in the manner of tapping. In addition, the second fiber reinforced sheets 7 and 7 ′ are laminated and pasted at the position of the crack portion 2 to be overlaid. Further, the second fiber reinforced sheet 7 and the other second fiber reinforced sheet 7 ′ are pasted by superposing their ends on the upper side of the wooden beam 1. In this embodiment, this superposed portion is 200 mm, for example. The dimensions, the number of overlaps, and the like can be appropriately changed depending on the stress state on the wooden beam 1, the degree of damage to the wooden beam 1, and the size of the wooden beam 1.
[0029]
In addition, the 2nd fiber reinforced sheet 7 is good to affix according to the state of the crack part 2. FIG. Specifically, as shown in FIG. 2, when the crack 2 occurs obliquely with respect to the fiber direction (longitudinal direction) of the wooden beam 1 due to the shearing force on the wooden beam 1, the second fiber reinforced sheet 7. Is pasted so as to be substantially perpendicular to the direction in which the cracked portion 2 occurs, and this is pasted in multiple layers. That is, another second fiber reinforced sheet 7 'is not used and is not struck.
[0030]
Next, after curing of the adhesive to which the second fiber reinforced sheets 7 and 7 'are attached, the third fiber reinforced sheet is stacked on the first fiber reinforced sheet 6 and the second fiber reinforced sheets 7 and 7'. 8 is wound in the fiber direction (longitudinal direction) of the wooden beam 1 and wound and pasted. The second fiber reinforced sheet 7 is formed in the same manner as the first fiber reinforced sheet 6 and is attached with an adhesive in the same manner as the first fiber reinforced sheet 7. Also, the third fiber reinforced sheet 8 is pasted by being polymerized at the upper ends of the wooden beam 1 at both ends thereof. In this embodiment, this superposed portion is 200 mm, for example. Further, the third fiber reinforced sheet 8 attached as described above is attached in a multilayer (for example, four layers) overlapping. The dimensions, the number of overlaps, and the like can be appropriately changed depending on the stress state on the wooden beam 1, the degree of damage to the wooden beam 1, and the size of the wooden beam 1.
[0031]
In addition, when the 3rd fiber reinforced sheet 8 is laminated | stacked and laminated | stacked on multiple layers, it adjoins and pastes an edge part, without mutually adjoining the 1st layer. Then, the second layer is pasted so as to cover the attachment portion. Further, the third and subsequent layers are also pasted in the same manner with the position of the attachment portion shifted from the other layers. It is preferable that the third fiber reinforced sheet 8 is laminated and laminated in this manner. The dimensions, the number of overlaps, and the like can be appropriately changed depending on the stress state on the wooden beam 1, the degree of damage to the wooden beam 1, and the size of the wooden beam 1.
[0032]
Therefore, in the above-described method for repairing and reinforcing a long wooden member, the second fiber reinforced sheets 7 and 7 ′ are pasted so as to cross the fiber direction of the wooden beam 1. This makes it possible to obtain a tensile resistance that can bear the bending moment in the direction of arrow A in FIG. The second fiber reinforced sheets 7 and 7 ′ are alternately overlapped and pasted at the position of the crack portion 2 of the wooden beam 1, and are struck. Thereby, sufficient tensile resistance which can bear the bending moment and shearing force concerning the crack part 2 is obtained.
[0033]
Further, the second fiber reinforced sheets 7 and 7 ′ are pasted so as to cross the fiber direction of the wooden beam 1. Thereby, as shown in FIG. 4, even if the orthogonal beam 11 exists on the upper side of the wooden beam 1, the second fiber reinforced sheets 7 and 7 'can be pasted so as to avoid the orthogonal beam 11. Is possible. That is, it is possible to repair and reinforce the portion of the wooden beam 1 directly below the orthogonal beam 11 to which a relatively large bending moment is applied.
[0034]
In addition, when the second fiber reinforced sheet 7 is attached so as to be substantially perpendicular to the direction in which the cracked portion 2 occurs without using another second fiber reinforced sheet 7 '(see FIG. 2), the shear cracked portion It is possible to reinforce appropriately according to the state in which 2 occurs.
[0035]
In the above-described method for repairing and reinforcing a long wooden member, the third fiber reinforced sheet 8 is wound and pasted in a direction perpendicular to the fiber direction (longitudinal direction) of the wooden beam 1. As a result, even if stagnation or swelling occurs in the direction perpendicular to the fiber direction of the wooden beam 1 due to aging or compressive force in the fiber direction (longitudinal direction), the third fiber reinforced sheet 8 prevents swell or swelling. Is possible.
[0036]
By the way, before filling the crack 2 with the filler 3 such as epoxy resin in FIG. 1A, as shown in FIG. 3, the wooden beam 1 is provided with a groove 9 crossing the crack 2 and this groove is formed. The reinforcing member 10 may be embedded in the inside 9. The reinforcing member 10 includes a reinforcing bar, a steel wire, a strand, a carbon fiber, an aramid fiber, a bundle of glass fibers, and the like. For embedding the reinforcing member 10 in the groove 9, a filler 3 (such as an adhesive) such as an epoxy resin filling the crack 2 is used. Thus, by providing the reinforcing member 10, the cracked portion 2 can be more reliably reinforced.
[0037]
In the above-described embodiment, the method for repairing and reinforcing the wooden beam 1 in which the crack 2 has occurred has been described, but it is also possible to repair and reinforce the wooden beam 1 even before the crack 2 has occurred. It is.
[0038]
In this case, the primer 4 is applied to the outer periphery of the wooden beam 1 as shown in FIG. Then, after the primer 4 is cured by finger touch, a putty agent 5 such as an epoxy putty is leveled smoothly on the outer periphery of the wooden beam 1.
[0039]
Next, as shown in FIG.1 (c), after the putty agent 5 hardens | cures, it is the 1st fiber reinforcement sheet along the fiber direction (longitudinal direction) of the wooden beam 1 on the lower side (one side) of the wooden beam 1 6 is pasted.
[0040]
Next, after curing of the adhesive to which the first fiber reinforced sheet 6 is pasted, both ends are extended from the lower side (one side) of the wooden beam 1 to the other side (upper side) and the fiber direction (longitudinal direction) of the wooden beam 1 The second fiber reinforced sheet 7 is wound around at an angle. At the same time, another second fiber reinforced sheet 7 ′ is alternately stacked on the second fiber reinforced sheet 7 by hanging the both ends of the wooden beam 1 from the lower side (one side) to the upper side (the other side). Paste in the way.
[0041]
Next, after curing of the adhesive to which the second fiber reinforced sheets 7 and 7 'are attached, the third fiber reinforced sheet is stacked on the first fiber reinforced sheet 6 and the second fiber reinforced sheets 7 and 7'. 8 is wound in the fiber direction (longitudinal direction) of the wooden beam 1 and wound and pasted.
[0042]
Thus, repair and reinforcement of the wooden beam 1 before the crack 2 occurs are performed. Also in this case, it is possible to affix the second fiber reinforced sheets 7 and 7 'while avoiding the above-described orthogonal beam 11 (see FIG. 4).
[0043]
In all of the above-described embodiments, the wooden beam 1 is described as an example of the long wooden member. However, repair and reinforcement can be similarly performed even in the case of a wooden pillar or a wooden bar (not shown). . In this case, the 1st fiber reinforced sheet 6 is affixed on the one side of the wooden pillar in which the crack part 2 produced, or the one side of the wooden pillar where a bending moment is applied. Further, the second fiber reinforced sheets 7 and 7 ′ are attached to the other side obliquely intersecting the fiber direction (longitudinal direction) of the wooden pillar by hanging both ends from one side of the wooden pillar to the other side. The ends are superposed and pasted. In addition, the third fiber reinforced sheet 8 is attached by directing from one side of the wooden pillar to the fiber direction of the wooden pillar, and the other end is polymerized and attached.
[0044]
In all the embodiments described above, a series of long wooden members without joints have been illustrated and described. However, as a long wooden member with various joints, the repair and reinforcement of the joints are also described above. It is possible to adopt the repair and reinforcement method. In this case, the second fiber reinforced sheets 7, 7 ′ are alternately overlapped and pasted at the position of the joint portion in the same manner as the pasting to the cracked portion 2, so that they are struck. Thereby, sufficient tensile resistance which can bear the bending moment and shearing force concerning a joint part is obtained.
[0045]
As described above, according to the above-described method for repairing and reinforcing a long wooden member, it is possible to obtain a sufficient tensile resistance that can bear the bending moment of the wooden beam 1 (a wooden column). Further, it is possible to prevent the beam or bulge of the wooden beam 1 (wood pillar) in the direction perpendicular to the fiber direction. In particular, the above-described method for repairing and reinforcing a long wooden member is a method for repairing and reinforcing an existing part, and thus is useful when it is difficult to replace an existing member of a wooden building such as preservation of a historical building. .
[0046]
【The invention's effect】
As described above, according to the method for repairing and reinforcing a long wooden member of the present invention, since the second fiber reinforced sheet is stuck obliquely across the fiber direction of the long wooden member, the long wooden member is A tensile resistance responsible for the bending moment applied to the fiber direction of the member can be obtained. In particular, since the second fiber reinforced sheet obliquely intersects the fiber direction of the long wooden member, even if there is a beam orthogonal to the long wooden member, the portion with the beam is avoided. Sufficient tensile resistance responsible for the bending moment applied to can be obtained. Further, since the third fiber reinforced sheet is wound and pasted in a direction perpendicular to the fiber direction of the long wooden member, it is possible to prevent the wooden long member from being swelled or swollen in the fiber direction.
[0047]
In addition, the second fiber reinforced sheet is attached to the both ends of the cracked portion from the opposite side of the cracked portion so as to be obliquely crossed in the fiber direction of the long wooden member. It can handle the bending moment applied to cracked parts. In particular, cracks often occur where there is a beam orthogonal to the long wooden member, but the second fiber reinforced sheet crosses the fiber direction of the long wooden member diagonally, so avoid the beam. In addition, it is possible to take charge of the bending moment applied to the cracks generated in a certain part of the beam.
[0048]
Moreover, a crack part can be reliably reinforced by embedding a reinforcement member in the groove | channel which crosses the crack part which arose in the wooden elongate member.
[0049]
Further, by applying a primer to the outer periphery of the long wooden member, the repair of the long wooden member and the waterproofness of the reinforcing portion can be enhanced. Furthermore, it is possible to improve the sticking of each fiber reinforced sheet by smoothening the putty agent on the outer periphery of the long wooden member.
[0050]
Moreover, by sticking the second fiber reinforced sheet so as to be substantially orthogonal to the direction in which the cracked portion is generated, it can be appropriately reinforced according to the state of the sheared cracked portion.
[0051]
In addition, the second fiber reinforced sheet is hung and pasted diagonally in the fiber direction of the wooden long member by hanging both ends from the position of the cracked portion of the wooden long member on the opposite side of the cracked portion, The second fiber reinforced sheet is separated from the second fiber reinforced sheet by attaching another second fiber reinforced sheet on the opposite side of the cracked portion from the position of the cracked portion and alternately overlapping the second fiber reinforced sheet. Since the second fiber reinforced sheet is overlapped at the position of the cracked portion and is overlaid, the bending moment applied to the cracked portion can be sufficiently handled.
[Brief description of the drawings]
FIGS. 1A to 1F are diagrams illustrating a procedure of a repair and reinforcement method for a long wooden member in the present embodiment.
FIG. 2 is a diagram showing how to apply a second fiber reinforced sheet according to a cracked portion.
FIG. 3 is a diagram showing a case where a reinforcing member is used.
FIG. 4 is a view showing how to stick each fiber reinforced sheet when there is an orthogonal beam.
[Explanation of symbols]
1 Wooden beams (long wooden members)
2 Cracking part 3 Filler 4 Primer 5 Putty agent 6 First fiber reinforced sheet 7, 7 'Second fiber reinforced sheet 8 Third fiber reinforced sheet 9 Groove 10 Reinforcing member

Claims (6)

第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材の一側に貼り付ける工程と、
第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の一側から両端を他側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付けるとともに、別の第2の繊維強化シートを前記木造長尺部材の一側から両端を他側に掛けて前記第2の繊維強化シートに交互に重ねて貼り付ける工程と、
第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程と、
を含むことを特徴とする木造長尺部材の補修補強方法。
Attaching the first fiber reinforced sheet to one side of the long wooden member along the fiber direction of the long wooden member;
A second fiber reinforced sheet is overlapped with the first fiber reinforced sheet, and the both ends of one end of the wooden long member are hung from the other side, and the two cross sections are obliquely crossed in the fiber direction of the wooden long member and wound. A step of attaching another second fiber reinforced sheet to the second fiber reinforced sheet by alternately overlapping the second fiber reinforced sheet from one side of the wooden long member to the other side; and
A step of stacking a third fiber reinforced sheet on the first fiber reinforced sheet and the second fiber reinforced sheet, and winding and pasting in a fiber direction of the wooden long member;
A method for repairing and reinforcing a long wooden member, comprising:
第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材に生じた割れ部を被覆して貼り付ける工程と、
第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付ける工程と、
第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程と、
を含むことを特徴とする木造長尺部材の補修補強方法。
A step of covering and sticking the first fiber reinforced sheet covering the cracked portion of the long wooden member along the fiber direction of the long wooden member;
A second fiber reinforced sheet is stacked on the first fiber reinforced sheet, and both ends of the wooden long member are hooked on opposite sides of the cracked portion in the fiber direction of the wooden long member. A process of crossing diagonally, winding and pasting,
A step of stacking a third fiber reinforced sheet on the first fiber reinforced sheet and the second fiber reinforced sheet, and winding and pasting in a fiber direction of the wooden long member;
A method for repairing and reinforcing a long wooden member, comprising:
木造長尺部材に生じた割れ部を横断する溝を設けて前記溝に補強部材を埋設する工程と、
第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材の割れ部を被覆して貼り付ける工程と、
第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付ける工程と、
第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程と、
を含むことを特徴とする木造長尺部材の補修補強方法。
A step of burying a reinforcing member in the groove by providing a groove that crosses the crack generated in the long wooden member;
Covering the first fiber reinforced sheet covering the cracked portion of the long wooden member along the fiber direction of the long wooden member;
A second fiber reinforced sheet is stacked on the first fiber reinforced sheet, and both ends of the wooden long member are hooked on opposite sides of the cracked portion in the fiber direction of the wooden long member. A process of crossing diagonally, winding and pasting,
A step of stacking a third fiber reinforced sheet on the first fiber reinforced sheet and the second fiber reinforced sheet, and winding and pasting in a fiber direction of the wooden long member;
A method for repairing and reinforcing a long wooden member, comprising:
木造長尺部材に生じた割れ部を横断する溝を設けて、前記溝に補強部材を埋設する工程と、
前記木造長尺部材に生じた割れ部に充填剤を充填する工程と、
前記木造長尺部材の外周にプライマーを塗布する工程と、
前記木造長尺部材の外周にパテ剤を平滑に均す工程と、
第1の繊維強化シートを木造長尺部材の繊維方向に沿って前記木造長尺部材の割れ部を被覆して貼り付ける工程と、
第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付ける工程と、
第3の繊維強化シートを前記第1の繊維強化シートおよび前記第2の繊維強化シートに重ねて前記木造長尺部材の繊維方向に直行して巻装して貼り付ける工程と、
を含むことを特徴とする木造長尺部材の補修補強方法。
Providing a groove that crosses the crack generated in the long wooden member, and embedding a reinforcing member in the groove;
Filling the cracked portion generated in the wooden long member with a filler;
Applying a primer to the outer circumference of the long wooden member;
Smoothing the putty agent on the outer circumference of the long wooden member;
Covering the first fiber reinforced sheet covering the cracked portion of the long wooden member along the fiber direction of the long wooden member;
A second fiber reinforced sheet is stacked on the first fiber reinforced sheet, and both ends of the wooden long member are hooked on opposite sides of the cracked portion in the fiber direction of the wooden long member. A process of crossing diagonally, winding and pasting,
A step of stacking a third fiber reinforced sheet on the first fiber reinforced sheet and the second fiber reinforced sheet, and winding and pasting in a fiber direction of the wooden long member;
A method for repairing and reinforcing a long wooden member, comprising:
前記第2の繊維強化シートを前記割れ部の生じた方向に略直交するように貼り付けることを特徴とする請求項2〜4の何れか一つに記載の木造長尺部材の補修補強方法。The method for repairing and reinforcing a long wooden member according to any one of claims 2 to 4, wherein the second fiber reinforced sheet is pasted so as to be substantially orthogonal to a direction in which the crack portion is generated. 前記第2の繊維強化シートを前記第1の繊維強化シートに重ねて前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記木造長尺部材の繊維方向に斜めに交差して巻装して貼り付けるとともに、別の第2の繊維強化シートを前記木造長尺部材の前記割れ部の位置から両端を前記割れ部の相反する側に掛けて前記第2の繊維強化シートに交互に重ねて貼り付ける工程を含むことを特徴とする請求項2〜4の何れか一つに記載の木造長尺部材の補修補強方法。The second fiber reinforced sheet is overlapped with the first fiber reinforced sheet, and both ends of the long wooden member are hung on opposite sides of the cracked portion, and the fiber direction of the long wooden member is The second second fiber reinforced sheet is put on the opposite side of the cracked portion from the position of the cracked portion of the long wooden member, and the second fiber reinforced sheet is wrapped and pasted diagonally. The method of repairing and reinforcing a long wooden member according to any one of claims 2 to 4, further comprising a step of alternately overlapping and sticking to the fiber reinforced sheet.
JP2002311410A 2002-10-25 2002-10-25 Repair and reinforcement method for long wooden members Expired - Lifetime JP3903314B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111927135A (en) * 2020-07-13 2020-11-13 同济大学 Method for repairing wood structure crack by using fiber concrete

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5518017B2 (en) * 2004-07-09 2014-06-11 ジェイ建築システム株式会社 Seismic frame at the opening of a wooden building
JP2009062695A (en) * 2007-09-05 2009-03-26 Asahi Kasei Chemicals Corp Reinforcement method and reinforcement structure for wooden structure
CN102061812B (en) * 2010-12-02 2012-02-22 上海市建筑科学研究院(集团)有限公司 Method for reinforcing wood beam by adhering steel plate
CN114592605A (en) * 2022-03-08 2022-06-07 上海应用技术大学 Long-span concrete beam connected by FRP (fiber reinforced plastic) -grouting sleeve and processing method

Family Cites Families (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52117823U (en) * 1976-03-04 1977-09-07
JPH01105871A (en) * 1987-10-19 1989-04-24 Ohbayashi Corp Method of reinforcing beam
JPH06129112A (en) * 1992-10-16 1994-05-10 Mitsubishi Kasei Corp Repairing method for cement panel
JPH0827951A (en) * 1994-07-12 1996-01-30 Mitsui Home Co Ltd Structural member for house
JPH0967945A (en) * 1995-09-01 1997-03-11 Kumagai Gumi Co Ltd Shear reinforcing structure for beam of building
JP3767023B2 (en) * 1996-07-23 2006-04-19 株式会社大林組 How to reinforce wood joints
DE19733067A1 (en) * 1997-07-31 1999-02-04 Sika Ag Ribbon slat for reinforcing components and method for attaching the ribbon slat to a component
JP3978282B2 (en) * 1998-05-20 2007-09-19 博文 ▲功▼刀 Reinforced wood
JP4596298B2 (en) * 2001-03-14 2010-12-08 東レ株式会社 Reinforcing method of existing wooden structure and reinforced wooden structure
JP2002322817A (en) * 2002-03-25 2002-11-08 J Kenchiku Syst Kk Fiber reinforcement system for building and building novel member

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111927135A (en) * 2020-07-13 2020-11-13 同济大学 Method for repairing wood structure crack by using fiber concrete
CN111927135B (en) * 2020-07-13 2021-07-02 同济大学 Method for repairing wood structure crack by using fiber concrete

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