JP2009062695A - Reinforcement method and reinforcement structure for wooden structure - Google Patents
Reinforcement method and reinforcement structure for wooden structure Download PDFInfo
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Abstract
Description
本発明は、補強部材としての光硬化型繊維強化シートを用いて木造構造物を補強する補強方法および補強構造に関する。具体的には、構造部材としての柱、梁、筋交い等の接合部ならびに各構造部材単体に光硬化型繊維強化シートを接着或いは巻き付け、さらにはコンクリート製基礎と土台、柱、筋交いに跨って光硬化型繊維強化シートを接着することにより、木造構造物の強度を向上せしめる補強方法および補強構造に関する。 The present invention relates to a reinforcing method and a reinforcing structure for reinforcing a wooden structure using a photocurable fiber reinforced sheet as a reinforcing member. Specifically, a photocurable fiber reinforced sheet is bonded or wrapped around the joints of columns, beams, bracing, etc. as structural members, and each structural member alone, and light is straddled across the concrete foundation and foundation, pillars, bracing. The present invention relates to a reinforcing method and a reinforcing structure for improving the strength of a wooden structure by bonding a curable fiber-reinforced sheet.
阪神淡路大震災、中越地震等の大規模な地震による木造構造物の倒壊が近年大きな社会問題となり、木造構造物の耐震性向上、改善が社会的要求として高まっている。大規模地震発生時における木造構造物の倒壊の特徴は、構造物を構成する柱、梁、筋交いの接合部の破損、基礎と土台の引き抜けによる倒壊が主体をなす。 The collapse of wooden structures due to large-scale earthquakes such as the Great Hanshin-Awaji Earthquake and Chuetsu Earthquake has become a major social problem in recent years, and the improvement and improvement of the earthquake resistance of wooden structures has become a social demand. The main features of collapse of wooden structures in the event of a large-scale earthquake are damage to the columns, beams, and bracing joints that make up the structure, and collapse due to pulling out of the foundation and foundation.
このような社会的問題に対して、種々の補強部材を用いる補強工法が紹介、提案されており、耐震性能の向上、改善が確認されている。 For such social problems, reinforcement methods using various reinforcing members have been introduced and proposed, and improvement and improvement of seismic performance have been confirmed.
具体的には接合部に金物を固定用部材である釘、ボルト等で固定し、接合部を補強する工法がある。一般的に金物は、釘或いはボルトで固定されるが、大規模地震に過大な変形が生じた場合、基材からの固定部材の引き抜け或いは固定部材のせん断強度不足による破断が生じることにより、接合部が損傷し、倒壊に至る可能性がある。 Specifically, there is a construction method in which a metal is fixed to a joint with a nail or bolt as a fixing member, and the joint is reinforced. Generally, hardware is fixed with nails or bolts, but when excessive deformation occurs in a large-scale earthquake, pulling out of the fixing member from the base material or breakage due to insufficient shear strength of the fixing member causes The joint can be damaged and can collapse.
また、アラミド繊維等の連続繊維をエポキシ樹脂で接合部に接着し、構造部材の引き抜けを防止する工法がある(例えば、特許文献1)。このような技術によれば構造部材への面接着となることから、金物使用時の問題は解消されるが、現場で連続繊維に含浸する工程が発生するため、施工品質を確保するためには熟練者による施工が必須となる。また、施工方法の制約から、一般的に接合部を構成する構造部材表面に連続繊維を接着させ、接合部の耐震性能を向上せしめるが、金物のように構造部材及び空間部からなる接合部全体(剛域)の補強が困難で、地震時における接合部の回転モーメントに対する十分な抵抗力を得られない欠点がある。 In addition, there is a construction method in which a continuous fiber such as an aramid fiber is bonded to a joint portion with an epoxy resin to prevent the structural member from being pulled out (for example, Patent Document 1). According to such a technique, since it becomes surface adhesion to the structural member, the problem at the time of using the hardware is solved, but since a process of impregnating continuous fibers occurs at the site, in order to ensure construction quality Construction by an expert is essential. In addition, due to the limitations of construction methods, generally, continuous fibers are bonded to the surface of structural members that constitute the joints to improve the seismic performance of the joints, but the entire joints composed of structural members and spaces like hardware. It is difficult to reinforce (rigid zone), and there is a drawback that sufficient resistance to the rotational moment of the joint during an earthquake cannot be obtained.
本発明は、このような現状に鑑み実施されたものであり、固定用部材の基材からの引き抜けまたは固定部材のせん断強度不足による破損ならびに倒壊の防止、構造部材との接着部及び非接着部を含む面的剛性効果の増大を達成し、且つ簡便な施工方法と施工者による施工品質のバラツキを防止する木造構造物の補強方法を提供することを課題とする。 The present invention has been implemented in view of such a current situation, and prevents the fixing member from being pulled out of the base material or the fixing member from being damaged or collapsed due to insufficient shear strength, and the bonded portion and non-bonding with the structural member. It is an object of the present invention to provide a method for reinforcing a wooden structure that achieves an increase in the surface rigidity effect including a portion, and that prevents a variation in construction quality by a simple construction method and a builder.
前記目的を達成するための本発明に係る木造構造物の補強方法の第1の構成は、補強部材を用いて木造構造物を補強する方法において、光硬化型繊維強化プリプレグシートを用いて前記木造構造物の各構造部材の接合部を補強することを特徴とする。 In order to achieve the above object, a first structure of a method for reinforcing a wooden structure according to the present invention is a method for reinforcing a wooden structure using a reinforcing member, wherein the wooden structure is formed using a photocurable fiber-reinforced prepreg sheet. The joint portion of each structural member of the structure is reinforced.
また、本発明に係る木造構造物の補強方法の第2の構成は、前記第1の構成において、前記木造構造物の各構造部材の接合部において、光硬化型繊維強化プリプレグシートを該各構造部材に跨って接着させた後、該光硬化型繊維強化プリプレグシートを光硬化させることにより前記木造構造物の各構造部材の接合部を補強することを特徴とする。 The second configuration of the reinforcing method for a wooden structure according to the present invention is the first configuration, in which the photocurable fiber-reinforced prepreg sheet is connected to each structure at a joint portion of each structural member of the wooden structure. After bonding across the members, the light-curing fiber-reinforced prepreg sheet is light-cured to reinforce the joints of the structural members of the wooden structure.
また、本発明に係る木造構造物の補強方法の第3の構成は、前記第1、第2の構成において、前記木造構造物の各構造部材の接合部の補強が、回転モーメントに対する抵抗力を強化する剛性補強であることを特徴とする。 Further, according to a third configuration of the method for reinforcing a wooden structure according to the present invention, in the first and second configurations, the reinforcement of the joint portion of each structural member of the wooden structure has a resistance against a rotational moment. It is characterized by reinforcing the reinforcement.
また、本発明に係る木造構造物の補強方法の第4の構成は、前記第1の構成において、前記木造構造物の各構造部材の接合部として、コンクリート製の基礎と、土台、柱、筋交いのうちの少なくとも1つの各構造部材に跨って光硬化型繊維強化プリプレグシートを接着させた後、該光硬化型繊維強化プリプレグシートを光硬化させることを特徴とする。 According to a fourth configuration of the method for reinforcing a wooden structure according to the present invention, in the first configuration, as a joint portion of each structural member of the wooden structure, a concrete base, a foundation, a column, a brace After the photocurable fiber-reinforced prepreg sheet is bonded across at least one of the structural members, the photocurable fiber-reinforced prepreg sheet is photocured.
また、本発明に係る木造構造物の補強方法の第5の構成は、補強部材を用いて木造構造物を補強する方法において、光硬化型繊維強化プリプレグシートを前記木造構造物の各構造部材に接着又は巻き付けた後、該光硬化型繊維強化プリプレグシートを光硬化させて該各構造部材を補強することを特徴とする。 The fifth structure of the method for reinforcing a wooden structure according to the present invention is a method for reinforcing a wooden structure using a reinforcing member, wherein a photocurable fiber-reinforced prepreg sheet is attached to each structural member of the wooden structure. After bonding or winding, the photocurable fiber-reinforced prepreg sheet is photocured to reinforce each structural member.
また、本発明に係る木造構造物の補強方法の第6の構成は、前記第1〜第5の構成において、前記光硬化型繊維強化プリプレグシートの強化繊維方向が略直交するように積層してなることを特徴とする。 Moreover, the 6th structure of the reinforcement method of the wooden structure which concerns on this invention is laminated | stacked so that the reinforcement fiber direction of the said photocurable fiber reinforced prepreg sheet may be substantially orthogonal in the said 1st-5th structure. It is characterized by becoming.
また、本発明に係る木造構造物の補強構造の構成は、補強部材を用いた木造構造物の補強構造において、前述の何れかの木造構造物の補強方法を用いて補強したことを特徴とする。 Further, the structure of the reinforcing structure for a wooden structure according to the present invention is characterized in that the reinforcing structure for a wooden structure using a reinforcing member is reinforced using any of the above-described reinforcing methods for a wooden structure. .
本発明に係る木造構造物の補強方法の第1、第2の構成によれば、補強部材を用いて木造構造物の構造部材である柱、梁、筋交い等の接合部の補強部材として、光硬化型繊維強化プリプレグシートを各構造部材に接着し、接合部の変形、変位を拘束し、耐震性を向上することが出来る。 According to the first and second configurations of the method for reinforcing a wooden structure according to the present invention, the reinforcing member is used as a reinforcing member for a joint portion such as a pillar, a beam, a brace which is a structural member of the wooden structure. A curable fiber-reinforced prepreg sheet can be bonded to each structural member, restraining deformation and displacement of the joint, and improving earthquake resistance.
本発明に係る木造構造物の補強方法の第3の構成によれば、木造構造物の各構造部材の接合部を光硬化型繊維強化プリプレグシートで補強した場合に接着部と非接着部とを設けることで、構造部材間の引張抵抗およびせん断抵抗を接着部で強化するとともに、非接着部の存在により、回転モーメントに対する抵抗力を大幅に強化することすなわち剛性補強が可能である。 According to the 3rd structure of the reinforcement method of the wooden structure which concerns on this invention, when the junction part of each structural member of a wooden structure is reinforced with a photocurable fiber reinforced prepreg sheet, an adhesion part and a non-adhesion part are provided. By providing it, the tensile resistance and the shear resistance between the structural members are strengthened at the bonded portion, and the presence of the non-bonded portion can greatly enhance the resistance to the rotational moment, that is, the rigidity can be strengthened.
本発明に係る木造構造物の補強方法の第4の構成によれば、木造構造物の基礎と土台、柱、筋交いに跨って光硬化型繊維強化プリプレグシートを接着し、地震時における基礎から土台の浮き上がり現象による変位を拘束し、木造構造物の倒壊を防止することが出来る。 According to the fourth configuration of the method for reinforcing a wooden structure according to the present invention, the photocurable fiber-reinforced prepreg sheet is bonded across the foundation of the wooden structure and the foundation, pillars, braces, and the foundation from the foundation in the event of an earthquake. It is possible to restrain the displacement caused by the phenomenon of lifting up and prevent the wooden structure from collapsing.
本発明に係る木造構造物の補強方法の第5の構成によれば、柱、梁、筋交い、土台等の構造部材に光硬化型繊維強化プリプレグシートを接着又は巻き付けることにより、各構造部材の軸方向、せん断、曲げ強度を向上することが出来る。 According to the fifth configuration of the method for reinforcing a wooden structure according to the present invention, the axis of each structural member is obtained by bonding or winding a photocurable fiber-reinforced prepreg sheet to a structural member such as a column, a beam, a brace, or a base. Direction, shear, and bending strength can be improved.
本発明に係る木造構造物の補強方法の第6の構成によれば、光硬化型繊維強化プリプレグシートの強化繊維方向が略直交するように積層して接着又は巻き付けることにより、接合部或いは構造部材を要求される耐震強度まで向上することが出来る。 According to the sixth configuration of the method for reinforcing a wooden structure according to the present invention, a bonded portion or a structural member is obtained by laminating and bonding or winding so that the reinforcing fiber directions of the photocurable fiber-reinforced prepreg sheet are substantially orthogonal to each other. Can be improved to the required seismic strength.
本発明に係る木造構造物の補強構造の構成によれば、固定用部材の基材からの引き抜けまたは固定部材のせん断強度不足による破損ならびに倒壊の防止、構造部材との接着部及び非接着部を含む面的剛性効果の増大を達成し、且つ簡便な施工方法と施工者による施工品質のバラツキを防止する木造構造物の補強構造とすることが出来る。 According to the configuration of the reinforcing structure of the wooden structure according to the present invention, the fixing member is pulled out from the base material or the fixing member is prevented from being damaged and collapsed due to insufficient shear strength, and the bonded portion and the non-bonded portion with the structural member. It is possible to provide a reinforcing structure for a wooden structure that achieves an increase in the surface rigidity effect that includes a simple construction method and variation in construction quality by the construction person.
図により本発明に係る木造構造物の補強方法及び補強構造の一実施形態を具体的に説明する。図1は木造構造物の各構造部材の接合部を光硬化型繊維強化プリプレグシートで補強した様子を示す正面模式図、図2は基礎と土台に跨って光硬化型繊維強化プリプレグシートを接着して補強した様子を示す正面模式図、図3は各種構造部材に光硬化型繊維強化プリプレグシートを巻き付けて補強した様子を示す正面模式図、図4は接合部或いは各種構造部材に光硬化型繊維強化プリプレグシートを積層して補強した様子を示す正面模式図を示す。 An embodiment of a reinforcing method and a reinforcing structure for a wooden structure according to the present invention will be specifically described with reference to the drawings. FIG. 1 is a schematic front view showing a state in which the joint portion of each structural member of a wooden structure is reinforced with a photocurable fiber reinforced prepreg sheet, and FIG. 2 is a diagram in which the photocurable fiber reinforced prepreg sheet is bonded across the foundation and the base. FIG. 3 is a schematic front view showing a state in which a photocurable fiber reinforced prepreg sheet is wrapped around various structural members and reinforced, and FIG. 4 is a schematic diagram showing a photocurable fiber in a joint or various structural members. The front schematic diagram which shows a mode that the reinforcement | strengthening prepreg sheet | seat was laminated | stacked and reinforced is shown.
図1〜図4は木造構造物の各構造部材の接合部を補強部材となる光硬化型繊維強化プリプレグシート6で該光硬化型繊維強化プリプレグシート6を各構造部材に跨って接着し、該光硬化型繊維強化プリプレグシート6を光硬化させることにより補強した一例を示す。本発明は、構造部材としての柱1、梁2、筋交い3の接合部(仕口部)に限定されるのでは無く、木造構造物の各構造部材の接合部全てにおいて適用可能である。
FIGS. 1 to 4 show a bonding portion of each structural member of a wooden structure with a photocurable fiber reinforced
補強部材としての光硬化型繊維強化プリプレグシート6は、柔軟性に富み、各種構造部材の形状、位置に関係なく接着が可能で、且つ接着作業も簡便で、また光硬化型繊維強化プリプレグシート6は工業製品であり、施工者による施工バラツキが抑制され、硬化後は、均一かつ高い機械的強度を発現するため、安定した接合部の耐震性向上が期待できる。
The photocurable fiber-reinforced
また、光硬化型繊維強化プリプレグシート6自体粘着性を有し、各構造部材と良好な付着性能を有するが、さらなる各構造部材との接着性向上及び光硬化型繊維強化プリプレグシート6接着時、該光硬化型繊維強化プリプレグシート6と各構造部材間に介在する気泡の脱泡作業を容易にするため、プライマー或いは接着剤を用いても良い。
In addition, the photocurable fiber-reinforced
各図に示すように、木造構造物の各構造部材の接合部を光硬化型繊維強化プリプレグシート6で補強した場合に、該光硬化型繊維強化プリプレグシート6が木造構造物の各構造部材に接着される部位となる接着部6aと、該光硬化型繊維強化プリプレグシート6が木造構造物の各構造部材に接着されない部位となる非接着部6bが設けられる。尚、図1(d)、図2(c)は光硬化型繊維強化プリプレグシート6を折り返して木造構造物の各構造部材の接合部の表裏面に接着したものである。
As shown in each figure, when the joint portion of each structural member of the wooden structure is reinforced with the photocurable fiber reinforced
本発明は、木造構造物の各構造部材間の引張抵抗およびせん断抵抗を光硬化型繊維強化プリプレグシート6の接着部6aで強化するとともに、非接着部6bの存在により、回転モーメントに対する抵抗力を大幅に強化することすなわち剛性補強が可能である。従来の連続繊維の含浸工法で、このような補強をすることは施工上困難であり、本発明に係る光硬化型繊維強化プリプレグシート6を用いることによって可能となったものである。
The present invention reinforces the tensile resistance and shear resistance between the structural members of the wooden structure with the adhesive portion 6a of the photocurable fiber-reinforced
図2は木造構造物の構造部材となるコンクリート製の基礎4と土台5に跨って、光硬化型繊維強化プリプレグシート6を接着し、補強する一例を示すものである。光硬化型繊維強化プリプレグシート6は、木材のみならず、コンクリート、鋼製材料等、汎用の建築材料との接着性が良好で、光硬化型繊維強化プリプレグシート6は柔軟性に富み、基礎4と土台5に段差が生じても基礎4と土台5に跨って、光硬化型繊維強化プリプレグシート6を接着することが可能であり、地震時に発生する土台5の浮き上がり現象を抑制、拘束し、木造構造物の倒壊防止に好適な補強方法である。
FIG. 2 shows an example in which a photocurable fiber-reinforced
図3は木造構造物の各種構造部材に光硬化型繊維強化プリプレグシート6を接着又は巻き付けた後、該光硬化型繊維強化プリプレグシート6を光硬化させて各種構造部材を補強した一例を示すものである。前述の通り、光硬化型繊維強化プリプレグシート6は柔軟性に富み、形状に関係無く、各種構造部材に巻き付け、強度を向上せしめることが非常に容易に出来るものである。
FIG. 3 shows an example in which a photocurable fiber reinforced
図4は複数の光硬化型繊維強化プリプレグシート6のそれぞれの強化繊維方向が互いに略直交するように配置積層して補強する一例である。図4では、一方向強化繊維(ロービング材)タイプの光硬化型繊維強化プリプレグシート6を用い、強化繊維の方向が略90度に交差する形で接着させたものである。勿論、等方性を有する短繊維マットタイプの強化繊維を用いた光硬化型繊維強化プリプレグシート6を積層し、要求される強度まで複数枚の光硬化型繊維強化プリプレグシート6を積層することも可能である。
FIG. 4 is an example in which a plurality of photocurable fiber-reinforced
本発明に用いる補強部材として用いる光硬化型繊維強化プリプレグシート6について説明する。光硬化型繊維強化プリプレグシート6は、光硬化性樹脂組成物、光硬化性樹脂を増粘されるための増粘剤、ガラス繊維等の強化繊維からなる。
The photocurable fiber reinforced
光硬化性樹脂組成物は、紫外線、可視光線、近赤外線の波長領域に感応し、重合反応が生じる組成物として定義され、具体的には、主剤である不飽和結合を有する樹脂組成物に光重合開始剤を添加したものである。光硬化性樹脂組成物の主剤としては、不飽和ポリエステル樹脂、エポキシアクリレート樹脂、ウレタンアクリレート樹脂、アリルエステル樹脂、キシレン樹脂等がある。これらの樹脂を単独或いは二種以上を適宜混合して用いても良い。 A photocurable resin composition is defined as a composition that undergoes a polymerization reaction in response to the wavelength region of ultraviolet rays, visible rays, and near infrared rays. Specifically, a photocurable resin composition is used to apply light to a resin composition having an unsaturated bond as a main component. A polymerization initiator is added. Examples of the main component of the photocurable resin composition include unsaturated polyester resins, epoxy acrylate resins, urethane acrylate resins, allyl ester resins, and xylene resins. You may use these resin individually or in mixture of 2 or more types as appropriate.
主剤樹脂は、強化繊維等の含浸性を考慮し、液状重合性単量体を混合して使用され、液状重合性単量体は、主剤樹脂との溶解性ならびに重合性を有するものであれば、特に制限されず、例えばアクリル酸エステル、メタクリル酸エステル、芳香族ビニル化合物等が好ましく用いられ、住民および/または施工者に対する臭気対策を講じる場合は、メチル(メタ)アクリレート、エチル(メタ)アクリレート等のアクリル化合物系の液状重合性単量体が好ましく用いられる。液状重合性単量体の配合割合は、主剤樹脂100重量部に対して、10重量部〜100重量部であることが好ましく、より好ましくは20重量部〜60重量部である。 The main resin is used by mixing a liquid polymerizable monomer in consideration of the impregnation property of reinforcing fibers and the like, and the liquid polymerizable monomer is soluble and polymerizable with the main resin. In particular, for example, acrylic acid ester, methacrylic acid ester, aromatic vinyl compound and the like are preferably used, and when taking odor countermeasures for residents and / or contractors, methyl (meth) acrylate, ethyl (meth) acrylate Acrylic compound-based liquid polymerizable monomers such as are preferably used. The blending ratio of the liquid polymerizable monomer is preferably 10 parts by weight to 100 parts by weight, and more preferably 20 parts by weight to 60 parts by weight with respect to 100 parts by weight of the main resin.
光重合開始剤は、紫外線から近赤外線迄の波長領域に感光性を有する公知の光重合開始剤を単独或いは併用して用いることができる。光硬化型繊維強化プリプレグシート6の硬化速度の観点から、紫外線領域に感光性を有する光重合開始剤が好ましく用いられる。例えば、光重合開始剤の配合割合は、主剤樹脂100重量部に対して、0.05重量部〜15重量部であることが好ましく、より好ましくは0.1重量部〜10重量部である。
As the photopolymerization initiator, a known photopolymerization initiator having photosensitivity in a wavelength region from ultraviolet to near infrared can be used alone or in combination. From the viewpoint of the curing rate of the photocurable fiber-reinforced
上記光硬化性樹脂組成物には、公知の添加剤を添加しても良く、具体的には、カテコール、ハイドロキノン等の重合禁止剤、水酸化アルミニウム、燐系化合物等の難燃剤、ガラス粒子等の充填材、ポリエチレン等の硬化収縮剤等を光硬化性が著しく阻害されない範囲で、一種若しくは二種以上を併用して添加しても良い。 Known additives may be added to the photocurable resin composition, specifically, polymerization inhibitors such as catechol and hydroquinone, flame retardants such as aluminum hydroxide and phosphorus compounds, glass particles, and the like. These fillers, curing shrinkage agents such as polyethylene, and the like may be added singly or in combination of two or more as long as the photocurability is not significantly impaired.
上記増粘剤は、特に限定されず、酸化マグネシウム等の金属酸化物、水酸化マグネシウム等の金属水酸化物、イソシアネート化合物、或いは熱可塑性樹脂粉末を用いることができる。光硬化型繊維強化プリプレグシート6の品質安定性の観点から、熱可塑性樹脂粉末を用いることが好ましい。熱可塑性樹脂粉末は、アクリル酸エステル、メタクリル酸エステル、芳香族ビニル化合物等の重合性単量体から選ばれた少なくとも一種の単量体を50%以上含有する単量体組成物を重合反応することにより得られる。
The said thickener is not specifically limited, Metal oxides, such as magnesium oxide, metal hydroxides, such as magnesium hydroxide, an isocyanate compound, or a thermoplastic resin powder can be used. From the viewpoint of quality stability of the photocurable fiber-reinforced
上記強化繊維は、特に限定されず、ガラス繊維、金属繊維等の無機繊維、アラミド、ビニロン、ナイロン繊維等の有機繊維を用いることができる。また、形態も特に限定されず、チョップドストランドマット、クロス、ロービング状の繊維を用いることができる。強化繊維は、一種を単独で用いても良く、二種以上を併用しても良い。 The reinforcing fibers are not particularly limited, and inorganic fibers such as glass fibers and metal fibers, and organic fibers such as aramid, vinylon, and nylon fibers can be used. Further, the form is not particularly limited, and chopped strand mats, cloths, and roving fibers can be used. One type of reinforcing fiber may be used alone, or two or more types may be used in combination.
光硬化型繊維強化プリプレグシート6は、運搬、現場での取扱性の観点から、樹脂製フィルム材をシート片面もしくは両面に積層しても良い。樹脂製フィルム材を積層することにより、光硬化型繊維強化プリプレグシート6表面の硬化性向上、光硬化型繊維強化プリプレグシート6の長期品質安定性ならびに臭気抑制を図ることができる。樹脂製フィルム材の材質は、特に限定されず、ポリエチレン、ポリエステル等の樹脂材料に成形された汎用のフィルム材が用いられ、その中でもポリエチレンテレフタレート製で、厚み20μm〜60μmのフィルムが好ましく用いられる。より好ましくは、基材への接着面側の保護フィルムには、シリコン樹脂等で離型処理され、光硬化型繊維強化プリプレグシート6表面側の保護フィルムには光重合開始剤の波長領域に遮光性を有するコーティング処理が施されたものである。
The photocurable fiber-reinforced
光硬化型繊維強化プリプレグシート6の接着方法は、極めて簡便で、補強箇所に光硬化型繊維強化プリプレグシート6を接着或いは巻き付け後、太陽光或いは光重合開始剤と同波長領域を有する照射装置により硬化させる。照射時間は、1分〜30分が好ましく、照射装置の出力、光重合開始剤量により、硬化時間が制御可能で、短時間の内に接合部の耐震性が著しく向上する。
The bonding method of the photocurable fiber reinforced
光硬化型繊維強化プリプレグシート6を接着或いは巻き付ける前に、各種構造部材の欠損部修復作業用としての修復材、接着強度向上或いは各種構造部材と光硬化型繊維強化プリプレグシート6間に介在する気泡の除去作業効率化のためのプライマー、接着剤処理等を行っても良い。また、ピーリング現象防止等、釘を併用して接着しても良い。
Before adhering or winding the photocurable fiber reinforced
光硬化型繊維強化プリプレグシート6接着後、紫外線による劣化防止或いは美観(景観)対策として、シート表面に塗装しても良い。
After the photocurable fiber-reinforced
そして、上記の木造構造物の補強方法を用いて補強部材となる光硬化型繊維強化プリプレグシート6により補強した木造構造物の補強構造を構築することが出来る。
And the reinforcement structure of the wooden structure reinforced with the photocurable fiber reinforced
本発明は、木造構造物の各構造部材の接合部の耐震性能および各構造部材の強度向上、ならびに基礎から土台の浮き上がり現象防止に好適である。 INDUSTRIAL APPLICABILITY The present invention is suitable for the seismic performance of the joint portion of each structural member of a wooden structure, the strength of each structural member, and the prevention of the foundation from lifting.
1…柱
2…梁
3…筋交い
4…基礎
5…土台
6…光硬化型繊維強化プリプレグシート
6a…接着部
6b…非接着部
DESCRIPTION OF SYMBOLS 1 ...
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