JP2008038480A - Reinforcing structure for wooden horizontal member - Google Patents

Reinforcing structure for wooden horizontal member Download PDF

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Publication number
JP2008038480A
JP2008038480A JP2006214679A JP2006214679A JP2008038480A JP 2008038480 A JP2008038480 A JP 2008038480A JP 2006214679 A JP2006214679 A JP 2006214679A JP 2006214679 A JP2006214679 A JP 2006214679A JP 2008038480 A JP2008038480 A JP 2008038480A
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horizontal member
reinforcing bar
wooden horizontal
wooden
reinforcing
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Inventor
Kazumi Hijikata
和己 土方
Tetsuo Hiramatsu
哲雄 平松
Naoko Tsujimoto
直子 辻本
Shinji Utsunomiya
伸治 宇都宮
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Sekisui House Ltd
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Sekisui House Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforcing structure for a wooden horizontal member, which can effectively enhance the strength of the wooden horizontal member by embedding a reinforcing bar in the wooden horizontal member. <P>SOLUTION: According to the reinforcing structure, a storage space 4 is secured near a lower portion of the wooden horizontal member 1 in a longitudinal direction, and the reinforcing bar 5 is stored in the storage space 4, followed by fixing the horizontal bar 1 and the reinforcing bar 5 together in one body by an adhesive 6 filled in the storage space 4. When a bending stress or a shearing stress is applied to the horizontal member 1, the stresses are efficiently transmitted via the adhesive 6 to the reinforcing bar 5 which positively bears the stresses. Thus without applying a tension to the reinforcing bar 5 by means of a jack or the like, the strength of the horizontal member 1 can be sufficiently enhanced. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

この発明は、主として木造建築物における梁や土台等の木質横架材の補強構造に関する。   The present invention mainly relates to a reinforcing structure for wooden horizontal members such as beams and foundations in wooden buildings.

木造建築物における梁や土台等の木質横架材の補強構造として、例えば特許文献1や特許文献2に開示されているように、横架材の下部に補強棒材を埋め込んだり、横架材の下面に補強棒材を取り付けて、これら補強棒材に引張力を与えるようにした構造が知られている。   As a reinforcement structure of wooden horizontal members such as beams and foundations in wooden buildings, for example, as disclosed in Patent Document 1 and Patent Document 2, a reinforcing bar is embedded in the lower part of the horizontal member, or the horizontal member There is known a structure in which reinforcing bars are attached to the lower surface of the steel plate to give a tensile force to these reinforcing bars.

特開昭62−296045号公報JP-A-62-296045 特開2005−30004号公報JP-A-2005-30004

しかしながら、従来の木質横架材の補強構造では、例えば現場等において、ジャッキ等を用いて補強棒材に対して引張力を与えるといった煩雑な作業が必要となり、横架材の施工性を悪くしていた。   However, the conventional reinforcement structure of wooden horizontal members requires complicated work such as applying a tensile force to the reinforcing bar using a jack or the like, for example, in the field, which deteriorates the workability of the horizontal member. It was.

かといって、補強棒材に対して引張力を与えることなく、横架材に単に埋め込んだり、単に取り付けるだけでは、横架材にかかる曲げ応力や剪断応力を補強棒材へ効率良く伝達することができず、十分な強度を得ることができないといった問題がある。   However, it is possible to efficiently transmit the bending stress and shear stress applied to the horizontal member to the reinforcing bar simply by embedding or attaching to the horizontal member without applying a tensile force to the reinforcing bar. There is a problem that sufficient strength cannot be obtained.

そこで、この発明は、上記不具合を解消して、木質横架材の施工に支障をきたすことなく、木質横架材の強度を効果的に高めることができる木質横架材の補強構造の提供を目的とする。   Therefore, the present invention provides a reinforcing structure for a wooden horizontal member that can effectively increase the strength of the wooden horizontal member without solving the above-described problems and causing any trouble in the construction of the wooden horizontal member. Objective.

上記課題を解決するため、この発明は、木造建築物における梁や土台等の木質横架材1の補強構造であって、前記木質横架材1の下部付近に、その長手方向に沿って収容空間4を設けて、この収容空間4に補強棒材5を収容するとともに、この収容空間4に充填した接着剤6によって前記木質横架材1と補強棒材5とを一体的に固定したことを特徴とする。   In order to solve the above-mentioned problems, the present invention is a reinforcing structure for a wooden horizontal member 1 such as a beam or a foundation in a wooden building, and is accommodated in the vicinity of the lower portion of the wooden horizontal member 1 along its longitudinal direction. The space 4 is provided, the reinforcing bar 5 is accommodated in the accommodating space 4, and the wooden horizontal member 1 and the reinforcing bar 5 are integrally fixed by the adhesive 6 filled in the accommodating space 4. It is characterized by.

具体的に、前記補強棒材5は、前記木質横架材1の長手方向に沿って延びる例えば高強度繊維を棒状に成形してなる棒状部10と、この棒状部10の両端に固定されて前記棒状部10の径方向へ張り出した定着部11、11とからなる。   Specifically, the reinforcing bar 5 is fixed to both ends of the bar-shaped part 10 formed by, for example, molding a high-strength fiber in a bar shape extending along the longitudinal direction of the wooden horizontal member 1. It comprises fixing portions 11 and 11 projecting in the radial direction of the rod-shaped portion 10.

また、前記木質横架材1は、複数のラミナ2・・を積み重ねて接合した集成材からなり、この木質横架材1の下部付近におけるラミナ2の上面側又は下面側に収容溝3を形成して、この収容溝3を隣接するラミナ2によって塞ぐことで、前記収容空間4を構成している。   Further, the wooden horizontal member 1 is made of a laminated material in which a plurality of laminas 2 are stacked and joined, and a housing groove 3 is formed on the upper surface side or lower surface side of the lamina 2 in the vicinity of the lower part of the wooden horizontal member 1. The housing space 4 is configured by closing the housing groove 3 with the adjacent lamina 2.

さらに、前記木質横架材1に形成した配管又は配線挿通用の貫通孔20の下側を通すようにして、前記補強棒材5を配置している。   Further, the reinforcing bar 5 is arranged so as to pass the lower side of the through hole 20 for piping or wiring insertion formed in the wooden horizontal member 1.

この発明の補強構造においては、木質横架材の下部に設けた収容空間に補強棒材を収容して、収容空間に充填した接着剤によって木質横架材と補強棒材とが一体化しているので、横架材に作用する曲げ応力や剪断応力を接着剤を介して補強棒材へ効率良く伝達して、これら応力を補強棒材によって確実に負担させることができる。これによって、従来のようにジャッキ等を用いて補強棒材に対して引張力を与えなくても、横架材の強度を十分に高めることができる。   In the reinforcing structure of the present invention, the reinforcing bar is accommodated in the accommodating space provided in the lower part of the wooden horizontal member, and the wooden horizontal member and the reinforcing bar are integrated by the adhesive filled in the accommodating space. Therefore, the bending stress and the shear stress acting on the horizontal member can be efficiently transmitted to the reinforcing bar through the adhesive, and these stresses can be reliably borne by the reinforcing bar. This makes it possible to sufficiently increase the strength of the horizontal member without applying a tensile force to the reinforcing bar using a jack or the like as in the prior art.

しかも、横架材の収容空間に補強棒材を収容することで、横架材の外表面からの補強棒材の張り出しをなくすことができ、他部材との接合や金具類の取り付けに際して補強棒材が邪魔にならず、これら接合や取り付けを支障なく行うことができる。   In addition, by accommodating the reinforcing bar in the horizontal member housing space, it is possible to eliminate the overhang of the reinforcing bar from the outer surface of the horizontal member. The material does not get in the way, and these joining and mounting can be performed without any trouble.

また、補強棒材は、棒状部の両端にその径方向へ張り出す定着部を固定した構造となっていることから、横架材に作用する曲げ応力や剪断応力の補強棒材への伝達効率をより一層高めて、横架材をより効果的に補強することができる。   In addition, since the reinforcing bar has a structure in which fixing parts that project in the radial direction are fixed to both ends of the bar-like part, the transmission efficiency of bending stress and shear stress acting on the horizontal member to the reinforcing bar is improved. Can be further enhanced, and the horizontal member can be reinforced more effectively.

さらに、補強棒材の棒状部として、高強度繊維を棒状に成形してなるものを用いることで、補強部材と横架材の接着強度を高めて、これらをより強固に一体化させることができ、横架材をより効果的に補強することができる。   Furthermore, by using the rod-shaped part of the reinforcing bar that is formed by molding a high-strength fiber into a rod-like shape, it is possible to increase the bonding strength between the reinforcing member and the horizontal member and to integrate them more firmly. The horizontal member can be reinforced more effectively.

さらにまた、集成材からなる横架材において、一部のラミナに形成した収容空間を構成する収容溝に補強棒材を嵌め込むようにすることで、集成材の製造過程において補強棒材を同時に組み込むことができ、補強を施した横架材を簡単に製造することができる。   Furthermore, in the horizontal member made of laminated wood, the reinforcing bar is inserted into the housing groove that constitutes the housing space formed in a part of the lamina. It can be incorporated and a reinforced horizontal member can be easily manufactured.

さらに、貫通孔を有する有孔横架材に対して補強棒材を設けることで、貫通孔のために強度低下した横架材を補強して、無孔横架材と同等な強度性能を確保することができ、有孔横架材であっても無孔横架材と同様に扱うことが可能となる。このため、水周り設備の設置等に伴って有孔横架材を採用しても、躯体架構については何ら見直す必要がなく、設備計画によって構造計画の変更を余儀なくされるといった問題を解消することができる。   Furthermore, reinforcing bars are provided for perforated horizontal members with through-holes to reinforce horizontal members whose strength has been reduced due to the through-holes, ensuring the same strength performance as non-porous horizontal members. Therefore, even a perforated horizontal member can be handled in the same manner as a non-porous horizontal member. For this reason, even if a perforated horizontal member is used in conjunction with the installation of water facilities, etc., there is no need to review the frame structure at all, and the problem that the structural plan must be changed by the equipment plan is solved. Can do.

以下、この発明の実施形態を図面に基づいて詳細に説明する。図1乃至図3は、この発明の一実施形態に係る木質横架材1の補強構造を示している。横架材1は、木造建築物における梁や土台等として用いられるものであって、複数の帯板状のラミナ2・・を上下に積み重ねて、これらラミナ2・・同士を接着剤によって接合した集成材からなる。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. 1 to 3 show a reinforcing structure of a wooden horizontal member 1 according to an embodiment of the present invention. The horizontal member 1 is used as a beam or a foundation in a wooden building, and a plurality of laminar plate-like laminas 2 are stacked up and down, and the laminas 2 are joined together with an adhesive. Made of laminated timber.

この横架材1における最下部に位置するラミナ2の上面側には、収容溝3が長手方向に沿って形成されている。この収容溝3は、図4に示すように、後述する補強部材5の棒状部10を嵌め込む長尺の主溝部7と、この主溝部7の両端に連通されて、後述する補強部材5の定着部11、11を嵌め込む短尺の副溝部8、8とを備え、全体的に略I形に形成されている。   An accommodation groove 3 is formed along the longitudinal direction on the upper surface side of the lamina 2 located at the lowermost portion of the horizontal member 1. As shown in FIG. 4, the housing groove 3 is connected to a long main groove portion 7 into which a rod-like portion 10 of a reinforcing member 5 described later is fitted, and both ends of the main groove portion 7, so that the reinforcing member 5 described later is connected. It has short sub-grooves 8 and 8 into which the fixing parts 11 and 11 are fitted, and is formed in a substantially I shape as a whole.

そして、最下部のラミナ2をその上側に位置するラミナ2に接合して、上側のラミナ2の下面によって収容溝3を塞ぐことで、横架材1の下部付近に、その長手方向に沿って収容空間4が設けられている。なお、収容空間4としては、横架材1の下部付近に位置する例えば下から2番目や3番目のラミナ2の上面側又は下面側に収容溝3を形成して、その上側又は下側に隣接するラミナ2との接合により収容溝3を塞ぐことによって構成しても良い。また、最下部のラミナ2の下面側に収容溝3を形成して、この収容溝3を下面開放の収容空間4としても良い。   Then, the lowermost lamina 2 is joined to the upper lamina 2 and the housing groove 3 is closed by the lower surface of the upper lamina 2 so that the lower part of the horizontal member 1 is located along the longitudinal direction thereof. A storage space 4 is provided. In addition, as the accommodation space 4, the accommodation groove | channel 3 is formed in the upper surface side or the lower surface side of the 2nd or 3rd lamina 2 located from the lower part of the horizontal member 1, and the upper or lower side is formed in it. You may comprise by closing the accommodating groove | channel 3 by joining with the adjacent lamina 2. FIG. Alternatively, the accommodation groove 3 may be formed on the lower surface side of the lowermost lamina 2 and the accommodation groove 3 may be used as the accommodation space 4 with the lower surface open.

この横架材1の収容空間4には、図2及び図3に示すように、補強棒材5が収容されていて、収容空間4に充填した接着剤6によって横架材1と補強棒材5とが一体的に固定されている。すなわち、横架材1の下部に補強棒材5が埋設されて一体化した状態となっている。   As shown in FIGS. 2 and 3, a reinforcing bar 5 is accommodated in the accommodating space 4 of the horizontal member 1, and the horizontal member 1 and the reinforcing bar are bonded by an adhesive 6 filled in the accommodating space 4. 5 is fixed integrally. That is, the reinforcing bar 5 is embedded and integrated in the lower part of the horizontal member 1.

補強棒材5は、図5に示すように、横架材1の長手方向に沿って延びる棒状部10と、この棒状部10の両端に固定された定着部11、11とからなる。   As shown in FIG. 5, the reinforcing bar 5 includes a bar-like portion 10 extending along the longitudinal direction of the horizontal member 1, and fixing portions 11, 11 fixed to both ends of the bar-like portion 10.

棒状部10は、高強度繊維を棒状に成形してなる。具体的には、高強度繊維として、軽量かつ強靱で、柔軟性に優れ、非電導性を有するといった特徴を持つアラミド繊維が用いられており、このアラミド繊維と合成樹脂とを適宜混ぜ合わせて棒状に加工処理することで、引張強度に優れた棒状部10が構成されている。このようなアラミド繊維を棒状に成形してなる棒状部10は、鋼製の棒材よりも木材に馴染み易く、鋼製の棒材に比べて横架材1との接着性が良好であり、接着剤6による横架材1と補強棒材5との接着強度を高めることができる。なお、棒状部10としては、このような高強度繊維を棒状に成形したものを必ずしも用いる必要はなく、例えば異形鉄筋を用いるようにしても良い。   The rod-shaped portion 10 is formed by molding high-strength fibers into a rod shape. Specifically, as a high-strength fiber, an aramid fiber having features such as light weight, toughness, excellent flexibility, and non-conductivity is used, and this aramid fiber and a synthetic resin are appropriately mixed to form a rod. The rod-shaped part 10 excellent in tensile strength is comprised by processing to. The rod-shaped portion 10 formed by molding such an aramid fiber into a rod shape is more easily adapted to wood than a steel rod, and has better adhesion to the horizontal member 1 than a steel rod. The adhesive strength between the horizontal member 1 and the reinforcing bar 5 by the adhesive 6 can be increased. In addition, as the rod-shaped part 10, it is not always necessary to use such a high-strength fiber formed into a rod shape. For example, a deformed reinforcing bar may be used.

また、定着部11、11は、金属製或いは合成樹脂製のプレートからなり、棒状部10に対してその径方向に略水平に張り出すようにして設けられている。なお、定着部11、11としては、上記のようなプレートに限らず、例えば棒状部10の両端に形成したボルト部に螺合するナットであっても良い。   The fixing portions 11 and 11 are made of a metal or synthetic resin plate, and are provided so as to protrude substantially horizontally in the radial direction with respect to the rod-shaped portion 10. Note that the fixing portions 11 and 11 are not limited to the above-described plates, and may be nuts that are screwed into bolt portions formed at both ends of the rod-shaped portion 10, for example.

横架材1の収納空間4への補強棒材5の収容は、横架材1の製造過程においてなされている。すなわち、複数のラミナ2・・を積み重ねて接合する際に、最下部のラミナ2の収容溝3へ補強棒材5を嵌め込んで、さらに収容溝3へ接着剤6を充填した状態で、最下部のラミナ2をその上側のラミナ2へ接合することによって、収納空間4に補強棒材5を収容している。   The reinforcing bar 5 is accommodated in the storage space 4 of the horizontal member 1 during the manufacturing process of the horizontal member 1. That is, when a plurality of laminas 2 are stacked and joined, the reinforcing bar 5 is fitted into the accommodation groove 3 of the lowermost lamina 2 and further the adhesive 6 is filled into the accommodation groove 3, The reinforcing bar 5 is accommodated in the storage space 4 by joining the lower lamina 2 to the upper lamina 2.

上記構成の横架材1を木造建築物の梁や土台として架構した場合、横架材1に対して曲げ応力や剪断応力が作用すると、これら応力が収容空間4内に充填されている接着剤6を介して補強棒材5に効率良く伝達され、これら応力を補強棒材5が負担して、横架材1の変形や破損を防止することができる。   When the horizontal member 1 having the above structure is constructed as a beam or base of a wooden building, if bending stress or shear stress acts on the horizontal member 1, the adhesive is filled with the stress in the accommodation space 4 The reinforcing bar 5 can be efficiently transmitted to the reinforcing bar 5 via 6 and the stress can be borne by the reinforcing bar 5 to prevent the horizontal member 1 from being deformed or damaged.

図6は、別の実施形態に係る木質横架材1の補強構造を示している。この横架材1には、その長手方向と直交する方向に沿って略水平な配管又は配線挿通用の貫通孔20が形成されている。そして、この貫通孔20の下側を通すようにして、補強棒材5が設けられている。なお、その他の構成は、上記図1乃至図3に示す実施形態と同様である。   FIG. 6 shows a reinforcing structure of the wooden horizontal member 1 according to another embodiment. The horizontal member 1 is formed with a substantially horizontal pipe or through-hole 20 for wiring insertion along a direction orthogonal to the longitudinal direction. And the reinforcement bar 5 is provided so that the lower side of this through-hole 20 may be passed. Other configurations are the same as those of the embodiment shown in FIGS.

このように貫通孔20を有する有孔横架材1に対して補強棒材5を設けることで、貫通孔20のために強度低下した横架材1を補強して、無孔横架材と同等な強度性能を確保することができ、有孔横架材1であっても、無孔横架材と同様に扱うことが可能となる。   Thus, by providing the reinforcing bar 5 with respect to the perforated horizontal member 1 having the through hole 20, the horizontal member 1 whose strength has been reduced due to the through hole 20 is reinforced, Equivalent strength performance can be secured, and even the perforated horizontal member 1 can be handled in the same manner as the non-porous horizontal member.

この発明は、上記実施形態に限定されるものではなく、この発明の範囲内で上記実施形態に多くの修正及び変更を加え得ることは勿論である。例えば、上記実施形態においては、横架材1の下部に、その長手方向に沿って1本の補強棒材5を埋設しているが、例えば図7に示すように、複数の補強棒材5、5を長手方向に間隔をあけて埋設しても良く、また図8に示すように、複数の補強棒材5、5を互いに平行に埋設しても良い。   The present invention is not limited to the above embodiment, and it is needless to say that many modifications and changes can be made to the above embodiment within the scope of the present invention. For example, in the above-described embodiment, one reinforcing bar 5 is embedded in the lower part of the horizontal member 1 along the longitudinal direction thereof. However, as shown in FIG. 5 may be embedded at intervals in the longitudinal direction, and a plurality of reinforcing bars 5 and 5 may be embedded in parallel to each other as shown in FIG.

また、この発明の補強構造は、集成材である横架材に対してだけでなく、無垢材である横架材に対しても適用することができる。この場合、横架材の下面に収容溝を形成した下部材を接合したり、或いは、横架材の下面に収容溝を直接形成することで、横架材の下部に補強棒材を埋設させるようにすれば良い。   Further, the reinforcing structure of the present invention can be applied not only to a horizontal member that is a laminated material but also to a horizontal member that is a solid material. In this case, a reinforcing member is embedded in the lower portion of the horizontal member by joining a lower member having a receiving groove formed on the lower surface of the horizontal member, or by directly forming a receiving groove on the lower surface of the horizontal member. You can do that.

この発明の一実施形態に係る横架材の補強構造を示す分解斜視図である。It is a disassembled perspective view which shows the reinforcement structure of the horizontal member which concerns on one Embodiment of this invention. 同じくその補強棒材部分の拡大縦断面図である。Similarly, it is an enlarged longitudinal sectional view of the reinforcing bar portion. 同じくその補強棒材部分の拡大縦断面図である。Similarly, it is an enlarged longitudinal sectional view of the reinforcing bar portion. 最下部のラミナの一部を破断した拡大斜視図である。It is the expansion perspective view which fractured | ruptured a part of lowermost lamina. 補強棒材の一部を破断した拡大斜視図である。It is the expansion perspective view which fractured | ruptured a part of reinforcement bar. 別の実施形態に係る横架材の補強構造を示す分解斜視図である。It is a disassembled perspective view which shows the reinforcement structure of the horizontal member which concerns on another embodiment. 補強棒材の他の配置例を示す斜視図である。It is a perspective view which shows the other example of arrangement | positioning of a reinforcement bar. 補強棒材の別の配置例を示す斜視図である。It is a perspective view which shows another example of arrangement | positioning of a reinforcement bar.

符号の説明Explanation of symbols

1・・木質横架材、2・・ラミナ、3・・収容溝、4・・収容空間、5・・補強棒材、6・・接着剤、10・・棒状部、11・・定着部、20・・貫通孔 1 .... Wooden horizontal member 2 .... Lamina 3 .... Housing groove 4 .... Storage space 5 .... Reinforcing bar 6 ... Adhesive 10 ... Rod-like part 11 ... Fixing part 20..Through hole

Claims (5)

木造建築物における梁や土台等の木質横架材(1)の補強構造であって、前記木質横架材(1)の下部付近に、その長手方向に沿って収容空間(4)を設けて、この収容空間(4)に補強棒材(5)を収容するとともに、この収容空間(4)に充填した接着剤(6)によって前記木質横架材(1)と補強棒材(5)とを一体的に固定したことを特徴とする木質横架材の補強構造。 A reinforcing structure for a wooden horizontal member (1) such as a beam or a base in a wooden building, and a housing space (4) is provided in the vicinity of the lower part of the wooden horizontal member (1) along its longitudinal direction. The reinforcing bar (5) is accommodated in the accommodating space (4), and the wooden horizontal member (1) and the reinforcing bar (5) are bonded by the adhesive (6) filled in the accommodating space (4). Reinforced structure of wooden horizontal members, characterized in that is fixed integrally. 前記補強棒材(5)は、前記木質横架材(1)の長手方向に沿って延びる棒状部(10)と、この棒状部(10)の両端に固定されて前記棒状部(10)の径方向へ張り出した定着部(11)(11)とからなる請求項1記載の木質横架材の補強構造。 The reinforcing bar (5) is fixed to both ends of the bar-shaped part (10) extending along the longitudinal direction of the wooden horizontal member (1) and the bar-shaped part (10). The reinforcing structure for a wooden horizontal member according to claim 1, comprising fixing portions (11) (11) projecting in a radial direction. 前記補強棒材(5)の棒状部(10)は、高強度繊維を棒状に成形してなる請求項2記載の木質横架材の補強構造。 The reinforcing structure for a wooden horizontal member according to claim 2, wherein the rod-shaped portion (10) of the reinforcing rod (5) is formed by molding high-strength fibers into a rod shape. 前記木質横架材(1)は、複数のラミナ(2)・・を積み重ねて接合した集成材からなり、この木質横架材(1)の下部付近におけるラミナ(2)の上面側又は下面側に収容溝(3)を形成して、この収容溝(3)を隣接するラミナ(2)によって塞ぐことで、前記収容空間(4)を構成するようにした請求項1乃至3のいずれかに記載の木質横架材の補強構造。 The wooden horizontal member (1) is made of a laminated material obtained by stacking and joining a plurality of laminas (2), and the upper or lower surface side of the lamina (2) in the vicinity of the lower part of the wooden horizontal member (1). The housing space (4) is formed by forming a housing groove (3) in the wall and closing the housing groove (3) with an adjacent lamina (2). Reinforcement structure of the wooden horizontal member described. 前記木質横架材(1)に形成した配管又は配線挿通用の貫通孔(20)の下側を通すようにして、前記補強棒材(5)を配置した請求項1乃至4のいずれかに記載の木質横架材の補強構造。 The reinforcing bar (5) is arranged according to any one of claims 1 to 4, wherein the reinforcing bar (5) is arranged so as to pass through the lower side of the through-hole (20) for piping or wiring insertion formed in the wooden horizontal member (1). Reinforcement structure of the wooden horizontal member described.
JP2006214679A 2006-08-07 2006-08-07 Reinforcing structure for wooden horizontal member Pending JP2008038480A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012207387A (en) * 2011-03-29 2012-10-25 Misawa Homes Co Ltd Reinforcement structure for timber
CN105735559A (en) * 2016-01-29 2016-07-06 南京林业大学 Laminated wood beam and manufacturing method thereof
JP2019190127A (en) * 2018-04-25 2019-10-31 株式会社大林組 Woody structure
JP7533924B2 (en) 2020-05-28 2024-08-14 株式会社市浦ハウジング&プランニング Structure of wooden member connections

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012207387A (en) * 2011-03-29 2012-10-25 Misawa Homes Co Ltd Reinforcement structure for timber
CN105735559A (en) * 2016-01-29 2016-07-06 南京林业大学 Laminated wood beam and manufacturing method thereof
CN105735559B (en) * 2016-01-29 2019-07-19 南京林业大学 A kind of integrated timber wooden frame and preparation method thereof
JP2019190127A (en) * 2018-04-25 2019-10-31 株式会社大林組 Woody structure
JP7243037B2 (en) 2018-04-25 2023-03-22 株式会社大林組 wooden structure
JP7533924B2 (en) 2020-05-28 2024-08-14 株式会社市浦ハウジング&プランニング Structure of wooden member connections

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