JP2009030299A - Reinforcing glued laminated wood - Google Patents

Reinforcing glued laminated wood Download PDF

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JP2009030299A
JP2009030299A JP2007194390A JP2007194390A JP2009030299A JP 2009030299 A JP2009030299 A JP 2009030299A JP 2007194390 A JP2007194390 A JP 2007194390A JP 2007194390 A JP2007194390 A JP 2007194390A JP 2009030299 A JP2009030299 A JP 2009030299A
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plate
laminated
reinforcing steel
steel material
wooden plate
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Masato Yamashita
眞人 山下
Noboru Sakaguchi
昇 坂口
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INST OF TECHNOLOGISTS
INSTITUTE OF TECHNOLOGISTS
YAMASHITA SYSTEM ZOSAKU KK
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INST OF TECHNOLOGISTS
INSTITUTE OF TECHNOLOGISTS
YAMASHITA SYSTEM ZOSAKU KK
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Priority to JP2007194390A priority Critical patent/JP2009030299A/en
Publication of JP2009030299A publication Critical patent/JP2009030299A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide reinforcing glued laminated wood which is simple in structure, and contributes to improvement in strength against bending stress and strength against shearing stress. <P>SOLUTION: According to the structure of the reinforcing glued laminated wood, two or more wooden plate members are laminated on each other, and grooves each having a semi-circular cross section for housing therein reinforcing steel rods, are formed in a laminated surface of each wooden plate member such that locations of the grooves match with each other, followed by boring shearing reinforcing bolt insertion holes through the wooden plate member in a plate thickness direction at regular intervals in a lengthwise direction of the wooden plate member. Then the reinforcing steel rod that is to be housed in the groove formed in the wooden plate member and has a plurality of protrusions formed on a surface thereof, is provided. The external diameter of the reinforcing steel rod is larger than an internal diameter of a groove having a circular cross section, that is secured by laminating the wooden plate members on each other. Then shearing reinforcing bolts are inserted into the respective shearing reinforcing bolt insertion holes to fasten the wooden plate members together, and the reinforcing steel rod is fixed to the wooden plate members laminated on each other in a manner biting the protrusions in the wooden plate members. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

本発明は、建築分野の柱や梁などの構造部材として用いられる補強集成材に関する。   The present invention relates to a reinforced laminated material used as a structural member such as a column or a beam in the building field.

従来、建築分野の構造部材として用いられる集成材は、木製部材のみで構成されるものが一般的に用いられている。また、特開平11−333809号公報には、木製部材に補剛鋼材を接着剤を介して一体化し曲げ破断強度を向上させた補強集成材が開示されている。
特開平11−333809号公報
Conventionally, as a laminated material used as a structural member in the construction field, one composed of only a wooden member is generally used. Japanese Patent Laid-Open No. 11-333809 discloses a reinforced laminated material in which a stiffened steel material is integrated with a wooden member via an adhesive to improve the bending rupture strength.
JP 11-333809 A

しかしながら、木製部材のみで構成された集成材は、耐ええる荷重や曲げ強度は、用いられる木製部材の強度によって決まり、さらに、木製部材には節などの強度が弱い部分が存在し、品質が安定しないという欠点が存在する。高い強度を必要とする場合、集成材の断面を大きくすることで対応すると、集成材の重量が大きくなり、積載荷重や地震時の応力によって内部に発生する応力が大きくなってしまうという欠点を有する。特開平11−333809号公報に開示された木製部材の補剛鋼材を接着剤で一体化する補強集成材の場合、木製部材と補剛鋼材の一体性は接着剤の接着強度に依存するため、荷重や外力が作用すると木製部材と補剛鋼材との間にずれが生じやすく、補剛鋼材の補強効果が十分に発揮できないという問題が発生する。   However, for laminated timber made up of only wooden members, the load and bending strength that can be withstood are determined by the strength of the wooden members used, and there are also weak parts such as joints in the wooden members, and the quality is stable. There is a disadvantage of not. If high strength is required, increasing the cross-section of the laminated wood will increase the weight of the laminated wood, resulting in increased internal stress due to the loading load and earthquake stress. . In the case of a reinforced laminated material that integrates the stiffened steel material of the wooden member with an adhesive disclosed in JP-A-11-333809, the integrity of the wooden member and the stiffened steel material depends on the adhesive strength of the adhesive, When a load or an external force is applied, the wooden member and the stiffened steel material are likely to be displaced, and a problem that the reinforcing effect of the stiffened steel material cannot be exhibited sufficiently occurs.

本発明は、上記課題を解決した、簡単な構成で曲げ応力に対する強度及びせん断応力に対する強度を向上する補強集成材を提供することを目的とする。   An object of the present invention is to provide a reinforced laminated material that improves the strength against bending stress and shear stress with a simple configuration, which solves the above problems.

本第1発明は、前記課題を解決するために、補強集成材において、2層以上の板状木製部材を積層し、前記板状木製部材の積層面に棒状補強鋼材を収容する断面半円形状の溝をその位置が合致するようにそれぞれ形成し、前記板状木製部材の板長さ方向に一定間隔毎に板厚方向に貫通するせん断補強ボルト挿入孔を形成し、前記板状木製部材の溝内に収容される表面に複数の突起を形成した棒状補強鋼材の突起を含む外径を積層して形成される断面円形状の溝の内径より大きくし、前記せん断補強ボルト挿入孔にせん断補強ボルトを挿入して締め付け棒状補強鋼材の複数の突起を前記積層した板状木製部材に食い込むように固定することを特徴とする。   In order to solve the above-mentioned problem, the first invention of the present invention is a semi-circular cross-section in which two or more layers of plate-like wooden members are laminated in a reinforcing laminated material, and a rod-like reinforcing steel material is accommodated on the laminated surface of the plate-like wooden members. Are formed so that their positions coincide with each other, and shear reinforcement bolt insertion holes that penetrate in the plate thickness direction at regular intervals in the plate length direction of the plate-like wooden member are formed. The outer diameter including protrusions of a rod-shaped reinforcing steel member having a plurality of protrusions formed on the surface accommodated in the groove is made larger than the inner diameter of a circular groove formed by laminating a cross section, and the shear reinforcement bolt insertion hole is subjected to shear reinforcement. A bolt is inserted and fixed so that a plurality of projections of the fastening rod-shaped reinforcing steel material bite into the laminated plate-like wooden member.

本第2発明は、本第1発明の補強集成材において、前記複数の突起を形成した棒状補強鋼材を異形鉄筋とすることを特徴とする。   The second invention is characterized in that, in the reinforcing laminated material of the first invention, the bar-shaped reinforcing steel material on which the plurality of protrusions are formed is a deformed reinforcing bar.

本第3発明は、本第1又は第2発明の補強集成材において、前記複数の突起を形成した棒状補強鋼材の両端部を板状木製部材の端部から突出させ、突出した棒状補強鋼材の両端部を定着具により前記板状木製部材の端部に締め付け固定することを特徴とする。   The third aspect of the present invention is the reinforcing laminated material of the first or second aspect of the present invention, wherein both ends of the bar-shaped reinforcing steel material on which the plurality of protrusions are formed protrude from the ends of the plate-like wooden member, Both ends are fastened and fixed to the end of the plate-like wooden member by a fixing tool.

本第4発明は、本第1〜第3発明のいずれかの補強集成材において、前記板状木製部材の積層面に形成した断面半円形状の溝に接着剤を塗布することを特徴とする。   According to a fourth aspect of the present invention, in the reinforced laminated material according to any one of the first to third aspects of the invention, an adhesive is applied to a groove having a semicircular cross section formed on the laminated surface of the plate-like wooden member. .

本発明の補強集成材において、2層以上の板状木製部材を積層し、前記板状木製部材の積層面に棒状補強鋼材を収容する断面半円形状の溝をその位置が合致するようにそれぞれ形成し、前記板状木製部材の板長さ方向に一定間隔毎に板厚方向に貫通するせん断補強ボルト挿入孔を形成し、前記板状木製部材の溝内に収容される表面に複数の突起を形成した棒状補強鋼材の突起を含む外径を積層して形成される断面円形状の溝の内径より大きくし、前記せん断補強ボルト挿入孔にせん断補強ボルトを挿入して締め付け棒状補強鋼材の複数の突起を前記積層した板状木製部材に食い込むように固定する構成により、曲げ応力に対する強度が増加し、せん断力に対しもせん断補強ボルトが抵抗すると共に棒状補強鋼材の突起のそれぞれの板状木製部材への食い込みにより、せん断力による板状木製部材と棒状補強鋼材のずれを強固に防止し、せん断力に対しても耐力の大きい補強集成材とすることができる。
複数の突起を形成した棒状補強鋼材を異形鉄筋とする構成により、径の異なる多種の棒状補強鋼材の入手が容易となる。
複数の突起を形成した棒状補強鋼材の両端部を板状木製部材の端部から突出させ、突出した棒状補強鋼材の両端部を定着具により前記板状木製部材の端部に締め付け固定する構成により、棒状補強鋼材と板状木製部材の一体化がより強固となる。
板状木製部材の積層面に形成した溝に接着剤を塗布する構成により、接着剤の接着力により、せん断力による板状木製部材と棒状補強鋼材のずれをより防止できる。
In the reinforced laminated material of the present invention, two or more layers of plate-like wooden members are laminated, and a semicircular groove having a semicircular cross section for accommodating a rod-like reinforcing steel material is aligned with the laminated surface of the plate-like wooden members, respectively. Forming a shear reinforcement bolt insertion hole penetrating in the plate thickness direction at regular intervals in the plate length direction of the plate-like wooden member, and forming a plurality of protrusions on the surface accommodated in the groove of the plate-like wooden member A plurality of tightening rod-shaped reinforcing steel materials by inserting a shear reinforcement bolt into the shear reinforcement bolt insertion hole and making it larger than the inner diameter of a groove having a circular cross section formed by laminating the outer diameter including protrusions of the rod-shaped reinforcement steel material formed with By fixing the protrusions so as to bite into the laminated plate-like wooden member, the strength against bending stress increases, the shear reinforcement bolt resists the shearing force, and each of the protrusions of the rod-like reinforcement steel material Part By biting into, the deviation of the plate-shaped wooden members and the rod-shaped reinforcing steel by shearing force strongly prevented, may be greater reinforcing glulam strength against shearing force.
By using a bar-shaped reinforcing steel material having a plurality of protrusions as a deformed reinforcing bar, it becomes easy to obtain various types of bar-shaped reinforcing steel materials having different diameters.
Both ends of the bar-shaped reinforcing steel material formed with a plurality of protrusions protrude from the end of the plate-shaped wooden member, and both ends of the protruding bar-shaped reinforcing steel material are fastened and fixed to the ends of the plate-shaped wooden member by a fixing tool. The integration of the rod-shaped reinforcing steel material and the plate-shaped wooden member becomes stronger.
With the configuration in which the adhesive is applied to the groove formed on the laminated surface of the plate-like wooden member, the adhesive force of the adhesive can further prevent the plate-like wooden member and the rod-shaped reinforcing steel material from being displaced due to the shearing force.

本発明の実施の形態を図により説明する。図1〜4は、本発明の補強集成材の一実施形態を示す図である。   Embodiments of the present invention will be described with reference to the drawings. 1-4 is a figure which shows one Embodiment of the reinforcement laminated material of this invention.

この実施形態では、補強集成材1は、少なくとも2層以上の板状木製部材2が積層される。板状木製部材2としては、ひき板、合板いずれを用いても良い。しかし、森林環境維持のための間伐材の有効利用が重要な課題となっている現状から、間伐材のひき板を用いとコスト的にも安価であり、森林環境維持の観点からもその使用が望まれる。積層される複数層の板状木製部材2の一部の積層面に棒状補強用鋼材5を収容する板長さ方向に伸びる断面半円形状の溝3を、その位置が合致するようにそれぞれ板幅方向に少なくとも1つ形成する。積層される板状木製部材の板厚方向に貫通するせん断補強ボルト挿入孔4を板幅方向に少なくとも1つ、板長さ方向に一定間隔毎に複数形成する。積層される板状木製部材2の積層数、補強用鋼材を収容する断面半円形状の溝3の板幅方向の数、せん断補強ボルト挿入孔4の板幅方向の数及びせん断補強ボルト挿入孔4の板長さ方向の間隔は、補強集成材1の用途に応じて望まれる強度により設定される。   In this embodiment, the reinforced laminated material 1 is formed by laminating at least two plate-like wooden members 2. As the plate-like wooden member 2, either a ground plate or a plywood may be used. However, since the effective use of thinned wood for maintaining the forest environment is an important issue, the use of thinned wood is cheap, and its use is also low from the standpoint of maintaining the forest environment. desired. The grooves 3 having a semicircular cross-section extending in the plate length direction for accommodating the rod-shaped reinforcing steel material 5 are partly laminated on a part of the laminated surface of the laminated plate-like wooden members 2 so that the positions thereof coincide with each other. At least one is formed in the width direction. At least one shear reinforcement bolt insertion hole 4 penetrating in the plate thickness direction of the laminated plate-like wooden member is formed at a constant interval in the plate length direction. The number of laminated plate-like wooden members 2 to be laminated, the number of grooves 3 having a semicircular cross section that accommodates a reinforcing steel material, the number of shear reinforcement bolt insertion holes 4 in the plate width direction, and the shear reinforcement bolt insertion holes The interval in the plate length direction of 4 is set according to the strength desired according to the application of the reinforcing laminated material 1.

棒状補強鋼材5は、その外表面に複数の突起6が形成されものを用いる。複数の突起6を形成した棒状補強鋼材5としては、図4に示されるような異形鉄筋を用いると材料の入手が容易である。しかし、異形鉄筋に限らず表面に複数の突起が形成されていればどのような鋼材であってもよい。複数の突起7を形成した棒状補強鋼材5の突起6を含む外径は、断面半円形状の溝3の積層面での合致により形成される断面円形状の溝の内径より若干大きくする。この実施形態では、棒状補強鋼材5の長さは、板状木製部材2の板長さとほぼ同じ長さとする。   As the rod-shaped reinforcing steel material 5, one having a plurality of protrusions 6 formed on the outer surface thereof is used. As the rod-shaped reinforcing steel material 5 in which the plurality of protrusions 6 are formed, it is easy to obtain the material by using a deformed reinforcing bar as shown in FIG. However, any steel material may be used as long as a plurality of protrusions are formed on the surface without being limited to deformed reinforcing bars. The outer diameter including the protrusions 6 of the rod-shaped reinforcing steel material 5 on which the plurality of protrusions 7 are formed is slightly larger than the inner diameter of the groove having a circular cross section formed by matching the laminated surfaces of the grooves 3 having a semicircular cross section. In this embodiment, the length of the rod-shaped reinforcing steel material 5 is substantially the same as the plate length of the plate-like wooden member 2.

前記板状木製部材2に形成した断面半円形状の溝3の内壁には、予めエポキシ樹脂等の接着剤を塗布しておくと良い。断面半円形状の溝3内に複数の突起6を形成した棒状補強鋼材5を収容して板状木製部材2を積層する。次に、せん断補強ボルト挿入孔4にせん断補強ボルト7を挿入し、せん断補強ボルト7の一端の雌ネジにナット8を螺着し、積層した板状木製部材2を板厚方向に締め付ける。せん断補強ボルト7の板厚方向の締め付けにより、積層により形成された断面円形状の溝の内径より若干外方向に突き出した棒状補強鋼材5の突起6がそれぞれの板状木製部材2の断面半円形状の溝3の内壁に食い込み固定される。その際、断面半円形状の溝3の内壁に予め塗布した接着剤が、棒状補強鋼材5とそれぞれの断面半円形状の溝3内壁との間隙を埋め、固化して棒状補強鋼材5が板状木製部材2と一体化して補強集成材1とする。   An adhesive such as an epoxy resin may be applied in advance to the inner wall of the groove 3 having a semicircular cross section formed in the plate-like wooden member 2. A plate-shaped wooden member 2 is stacked by accommodating a rod-shaped reinforcing steel material 5 having a plurality of protrusions 6 formed in a groove 3 having a semicircular cross section. Next, the shear reinforcement bolt 7 is inserted into the shear reinforcement bolt insertion hole 4, the nut 8 is screwed onto the female screw at one end of the shear reinforcement bolt 7, and the laminated plate-like wooden member 2 is tightened in the thickness direction. By tightening the shear reinforcement bolts 7 in the plate thickness direction, the protrusions 6 of the rod-shaped reinforcing steel material 5 protruding slightly outward from the inner diameter of the circular cross-sectional grooves formed by lamination are the semicircular cross-sections of the respective plate-like wooden members 2. It bites into the inner wall of the shaped groove 3 and is fixed. At this time, the adhesive previously applied to the inner wall of the groove 3 having a semicircular cross section fills the gap between the rod-shaped reinforcing steel material 5 and the inner wall of each semicircular groove 3 and solidifies to form the plate. The reinforced laminated material 1 is integrated with the wooden member 2.

棒状補強鋼材5と板状木製部材2の一体化により、曲げ応力に対する強度が増加する。せん断力に対しては、せん断補強ボルト8が抵抗すると共に、棒状補強鋼材5の突起6のそれぞれの板状木製部材2の断面半円形状の溝3の内壁への食い込みと接着剤による棒状補強鋼材5と板状木製部材2との接着力により、せん断力による板状木製部材2と棒状補強鋼材5のずれを強固に防止し、せん断力に対しても耐力の大きい補強集成材1とすることができる。   By integrating the bar-shaped reinforcing steel material 5 and the plate-shaped wooden member 2, the strength against bending stress increases. The shear reinforcement bolt 8 resists the shearing force, and the protrusion 6 of the rod-shaped reinforcing steel material 5 bites into the inner wall of the groove 3 having a semicircular cross section of each plate-like wooden member 2 and the rod-shaped reinforcement by an adhesive. Due to the adhesive force between the steel material 5 and the plate-like wooden member 2, the displacement of the plate-like wooden member 2 and the rod-shaped reinforcing steel material 5 due to the shearing force is strongly prevented, and the reinforced laminated material 1 having a high yield strength against the shearing force is obtained. be able to.

図5は、本発明の補強集成材1の他の実施形態を示す図である。   FIG. 5 is a diagram showing another embodiment of the reinforced laminated material 1 of the present invention.

この実施形態は、棒状補強鋼材5の長さを、板状木製部材2の板長さより若干長くし、その両端が板状木製部材2の端部から突出する長さとする。板状木製部材2の積層、突起6を形成した棒状補強鋼材5の接着剤を塗布した溝3への収容、せん断補強ボルト7による板厚方向の締め付けの構成は、図1〜4に示される実施形態と同様であるので省略する。   In this embodiment, the length of the bar-shaped reinforcing steel material 5 is set to be slightly longer than the plate length of the plate-like wooden member 2, and the lengths of both ends project from the end portions of the plate-like wooden member 2. The configuration of stacking the plate-like wooden member 2, housing the rod-shaped reinforcing steel material 5 in which the protrusions 6 are formed in the groove 3 coated with the adhesive, and fastening in the plate thickness direction by the shear reinforcing bolt 7 is shown in FIGS. Since it is the same as that of the embodiment, the description is omitted.

棒状補強鋼材5の積層した板状木製部材の端部から突出した部分は雌ネジが刻設される。積層された板状木製部材2のせん断補強ボルト7により締め付けが完了した後、積層した板状木製部材の両端部から突出した棒状補強鋼材5に押さえ板8を挿入し、棒状補強鋼材の両端部に刻設した雌ネジにナット当の定着具9を螺着し、押さえ板8を介して板状木製部材2の両端部に締め付け固定する。定着具9による板状木製部材2の両端部と棒状補強鋼材5の締め付け固定により、より強固な一体化ができ、曲げ応力、せん断力に対してもより強度の大きい補強集成材1とすることができる。この実施形態では、定着具9を雌ネジに螺着するナットを用いたが、複数の突起7を形成した棒状補強鋼材5の両端部に雌ネジを刻設することなく、棒状補強鋼材5の両端部に棒状補強鋼材の外径より内径の大きい筒状体を挿入し、筒状体と棒状補強鋼材5の間隙に楔材を挿入して定着する鉄筋定着具を用いても良い。   A female screw is engraved in the portion protruding from the end of the laminated plate-like wooden member of the bar-shaped reinforcing steel material 5. After the tightening is completed by the shear reinforcement bolts 7 of the laminated plate-like wooden members 2, the pressing plates 8 are inserted into the rod-like reinforcing steel materials 5 protruding from both ends of the laminated plate-like wooden members, and both ends of the rod-like reinforcing steel materials A fixing tool 9 such as a nut is screwed onto the female screw engraved on the plate, and is fastened and fixed to both ends of the plate-like wooden member 2 via a pressing plate 8. By tightening and fixing the both ends of the plate-like wooden member 2 and the rod-shaped reinforcing steel material 5 by the fixing tool 9, a stronger integrated material can be obtained, and the reinforcing laminated material 1 having higher strength against bending stress and shearing force can be obtained. Can do. In this embodiment, a nut for screwing the fixing device 9 to the female screw is used. However, the rod-shaped reinforcing steel material 5 is not engraved on both ends of the rod-shaped reinforcing steel material 5 formed with the plurality of protrusions 7. It is also possible to use a reinforcing bar fixing tool in which a cylindrical body having an inner diameter larger than the outer diameter of the rod-shaped reinforcing steel material is inserted into both ends, and a wedge material is inserted into the gap between the cylindrical body and the rod-shaped reinforcing steel material 5 for fixing.

本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention. 本発明の実施形態を示す図である。It is a figure which shows embodiment of this invention.

符号の説明Explanation of symbols

1:補強集成材、2:板状木製部材、3:断面半円形状の溝、4:せん断補強ボルト挿入孔、5:棒状補強鋼材、6:突起、7:せん断補強ボルト、8:押さえ板、9:定着具   1: Reinforced laminated material, 2: Plate-like wooden member, 3: Cross-sectionally semicircular groove, 4: Shear reinforcement bolt insertion hole, 5: Rod-like reinforcement steel material, 6: Projection, 7: Shear reinforcement bolt, 8: Presser plate , 9: Fixing tool

Claims (4)

2層以上の板状木製部材を積層し、前記板状木製部材の積層面に棒状補強鋼材を収容する断面半円形状の溝をその位置が合致するようにそれぞれ形成し、前記板状木製部材の板長さ方向に一定間隔毎に板厚方向に貫通するせん断補強ボルト挿入孔を形成し、前記板状木製部材の溝内に収容される表面に複数の突起を形成した棒状補強鋼材の突起を含む外径を積層により形成される断面円形状の溝の内径より大きくし、前記せん断補強ボルト挿入孔にせん断補強ボルトを挿入して締め付け棒状補強鋼材の複数の突起を前記積層した板状木製部材に食い込むように固定することを特徴とする補強集成材。 Two or more layers of plate-like wooden members are laminated, and a groove having a semicircular cross section for accommodating a rod-shaped reinforcing steel material is formed on the laminated surface of the plate-like wooden members so that the positions thereof coincide with each other. Protrusion of a rod-shaped reinforcing steel material in which a shear reinforcement bolt insertion hole that penetrates in the plate thickness direction is formed at regular intervals in the plate length direction, and a plurality of projections are formed on the surface accommodated in the groove of the plate-like wooden member A plate-like wood in which a plurality of protrusions of a tightening rod-shaped reinforcing steel material are stacked by inserting a shear reinforcement bolt into the shear reinforcement bolt insertion hole, the outer diameter including Reinforced laminated lumber characterized by being fixed so as to bite into a member. 前記複数の突起を形成した棒状補強鋼材を異形鉄筋とすることを特徴とする請求項1に記載の補強集成材。 The reinforcing laminated material according to claim 1, wherein the bar-shaped reinforcing steel material on which the plurality of protrusions are formed is a deformed reinforcing bar. 前記複数の突起を形成した棒状補強鋼材の両端部を板状木製部材の端部から突出させ、突出した棒状補強鋼材の両端部を定着具により前記板状木製部材の端部に締め付け固定することを特徴とする請求項1又は2に記載の補強集成材。 Both end portions of the bar-shaped reinforcing steel material on which the plurality of protrusions are formed protrude from the end portions of the plate-shaped wooden member, and both end portions of the protruding bar-shaped reinforcing steel materials are fastened and fixed to the end portions of the plate-shaped wooden member by a fixing tool. The reinforced laminated material according to claim 1 or 2, wherein 前記板状木製部材の積層面に形成した断面半円形状の溝に接着剤を塗布することを特徴とする請求項1〜3のいずれかに記載の補強集成材。 The reinforcing laminated material according to any one of claims 1 to 3, wherein an adhesive is applied to a groove having a semicircular cross section formed on a laminated surface of the plate-like wooden member.
JP2007194390A 2007-07-26 2007-07-26 Reinforcing glued laminated wood Pending JP2009030299A (en)

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JP6991849B2 (en) 2017-12-15 2022-01-13 株式会社熊谷組 Reinforced structure of structure
JP2019108699A (en) * 2017-12-15 2019-07-04 株式会社熊谷組 Structural reinforcement structure
CN108453861A (en) * 2018-04-26 2018-08-28 浙江九川竹木股份有限公司 Production equipment without glue bamboo chopping block
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CN113404215A (en) * 2021-07-13 2021-09-17 西京学院 Assembled steel-wood composite beam

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