JP2023099376A - Beam joint structure - Google Patents

Beam joint structure Download PDF

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JP2023099376A
JP2023099376A JP2021215502A JP2021215502A JP2023099376A JP 2023099376 A JP2023099376 A JP 2023099376A JP 2021215502 A JP2021215502 A JP 2021215502A JP 2021215502 A JP2021215502 A JP 2021215502A JP 2023099376 A JP2023099376 A JP 2023099376A
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shaped member
shaped
plate
joint structure
side surfaces
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信幸 大賀
Nobuyuki Oga
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Chizai Institute Inc
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Chizai Institute Inc
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Abstract

To solve the problem in which a preparation of a long beam material is restricted in terms of manufacturing or transportation.SOLUTION: A beam joint structure comprises: a wooden first beam material in a square columnar shape; a wooden second beam material having the same cross sectional shape as the first beam material; a first L-shaped member covering a part of two side surfaces adjacent across both of the beam materials in the state where one cross section of the first beam material and one cross section of the second beam material are abutted each other; a first coupling member penetrating the opposing side surface of one of the first beam material and the second beam material via one surface of the first L-shaped member and coupling both of the beam materials and the first L-shaped member; and a second coupling member penetrating the opposing side surfaces of one of the first beam material and the second beam material via the other surface of the first L-shaped member and coupling both of the beam materials and the first L-shaped member.SELECTED DRAWING: Figure 1

Description

本発明は、木造建築物の梁を継ぐための梁継手構造に関し、詳細には金物を利用した梁継手構造に関する。 TECHNICAL FIELD The present invention relates to a beam joint structure for joining beams of a wooden building, and more particularly to a beam joint structure using hardware.

木造建築物は、柱を立て、梁をわたして柱梁軸組が形成される。多くの場合、構造強度を考慮して柱梁軸組に筋交いを入れたり、ツーバイフォー工法では壁パネルを入れたりするなどして、軸組の変形が大きくならないようにされている。この軸組を剛接合にしておけば、筋交いや壁パネルが必要でなくなり、入口や窓のための開口も大きく取る、あるいは数多く設けることなどが可能となる。すなわち、軸組の剛接合を実現することができれば、木造建築物であるにもかかわらず鉄骨造と同等もしくはそれに近い構造を実現することができる。 In a wooden building, columns are erected and beams are crossed to form a beam-column framework. In many cases, braces are added to the column-to-beam framework in consideration of structural strength, and wall panels are inserted in the two-by-four construction method to prevent the framework from deforming significantly. If this framework is rigidly connected, braces and wall panels are not required, and openings for entrances and windows can be made large or provided in large numbers. In other words, if rigid joints of frameworks can be achieved, a structure equivalent to or close to that of a steel-framed building can be achieved in spite of being a wooden building.

例えば、特許文献1に記載の建築構造物では、柱と梁をL字形状の金物で上下から挟んで固定することで、剛接合の仕口が形成できることが記載されている。このような剛接合の仕口であれば、梁をとばせる長さ寸法を大きくすることができる。 For example, in a building structure described in Patent Literature 1, it is described that a rigid joint can be formed by sandwiching and fixing a column and a beam with L-shaped hardware from above and below. With such rigid joints, it is possible to extend the length of the beam.

特許第6814498号公報Japanese Patent No. 6814498

ところで、特許文献1のような建築構造物において、梁が長くとばせるため、長尺の梁材を準備しようとしても、製造や輸送の問題から限界が生じる。 By the way, in a building structure such as that of Patent Document 1, since the beams can be extended long, even if an attempt is made to prepare long beams, there is a limit due to manufacturing and transportation problems.

しかし、従来程度の長さの梁を連結して継ぐことができれば、梁材の製造や輸送の問題が解決される。そこで、本発明者は、木製の梁材を金物を利用して強固に継ぐ梁継手構造を開発した。 However, if beams of conventional length can be connected and spliced, the problems of manufacturing and transporting beams will be solved. Therefore, the present inventor developed a beam joint structure in which wooden beams are firmly joined using metal fittings.

(1)本発明に係る梁継手構造は、四角柱状の木製の第1の梁材と、前記第1の梁材と同一断面形状の木製の第2の梁材と、前記第1の梁材の一方の断面と前記第2の梁材の一方の断面とを当接させた状態で両梁材に渡って隣り合う2つの側面の一部を覆う第1のL字部材と、前記第1のL字部材の一方の面を介して前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、前記両梁材と第1のL字部材を結合する第1の結合部材と、前記第1のL字部材の他方の面を介して前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、前記両梁材と第1のL字部材を結合する第2の結合部材とを備える。 (1) A beam joint structure according to the present invention includes a square prism-shaped wooden first beam, a wooden second beam having the same cross-sectional shape as the first beam, and the first beam. a first L-shaped member that covers a part of two adjacent side surfaces across both beam members in a state where one cross section of the second beam member is in contact with one cross section of the second beam member; through one side of the L-shaped member of the first beam member and the second beam member facing one of the side surfaces, and connecting the both beam members and the first L-shaped member and one of the opposing side surfaces of the first beam and the second beam through the other surface of the first L-shaped member, and the both beams and the first and a second connecting member that connects the L-shaped members.

(2)前記1のL字部材が覆う前記両梁材の2つの側面と異なる2つの側面の一部を覆う第2のL字部材を備え、前記第1の結合部材は、前記第1のL字部材の一方の面と対向する前記第2のL字部材の一方の面とを介して、前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、前記第2の結合部材は、前記第1のL字部材の他方の面と対向する前記第2のL字部材の他方の面とを介して、前記第1の梁材および前記第2の梁材の他方の対向する側面を貫通する、請求項1に記載の梁継手構造。 (2) A second L-shaped member covering a part of two side surfaces different from the two side surfaces of the beams covered by the first L-shaped member, wherein the first connecting member Through one surface of the L-shaped member and one surface of the second L-shaped member opposed to each other, one of the opposing side surfaces of the first beam and the second beam is penetrated, and the A second coupling member connects the first beam member and the second beam member via the other surface of the first L-shaped member and the other surface of the second L-shaped member facing each other. 2. The beam joint structure according to claim 1, passing through the other opposite side of the .

前記1のL字部材が覆う前記両梁材の2つの側面と異なる1つの側面を覆う第1の板部材と、前記1のL字部材が覆う前記両梁材の2つの側面と異なる他の1つの側面を覆う第2の板部材とを備え、前記第1の結合部材は、前記第1のL字部材の一方の面と、これに対向する前記第1の板部材とを介して、前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、前記第2の結合部材は、前記第1のL字部材の他方の面と、これに対向する前記第2の板部材とを介して、前記第1の梁材および前記第2の梁材の他方の対向する側面を貫通する A first plate member that covers one side surface different from the two side surfaces of the beam members covered by the one L-shaped member, and a plate member that covers the other side surface that is different from the two side surfaces of the beam members covered by the one L-shaped member. and a second plate member covering one side surface, wherein the first coupling member is connected via one surface of the first L-shaped member and the first plate member facing the first plate member, The second coupling member passes through one of the opposing side surfaces of the first beam member and the second beam member, and connects the other side of the first L-shaped member and the opposite side of the first L-shaped member. 2 plate members, through the other opposing side surface of the first beam member and the second beam member

本発明によれば、木製の梁を基礎に強固に継ぐことができる。 According to the present invention, wooden beams can be firmly joined to the foundation.

本発明の第1の実施形態に係る梁継手構造を示す斜視図である。It is a perspective view showing a beam joint structure concerning a 1st embodiment of the present invention. 図1の梁継手構造を示し(A)は正面図であり、(B)側面図である。The beam joint structure of FIG. 1 is shown, (A) is a front view, and (B) is a side view. 図1の梁継手構造に用いられるL字金物を示す斜視図である。It is a perspective view which shows the L-shaped metal fitting used for the beam joint structure of FIG. 本発明の第2の実施形態に係る梁継手構造を示す斜視図である。It is a perspective view which shows the beam joint structure which concerns on the 2nd Embodiment of this invention. 図4の梁継手構造を示し(A)は正面図であり、(B)側面図である。The beam joint structure of FIG. 4 is shown, (A) is a front view, and (B) is a side view. 図4の梁継手構造に用いられるL字部材および板部材を示す斜視図である。FIG. 5 is a perspective view showing an L-shaped member and a plate member used in the beam joint structure of FIG. 4;

本発明の実施形態に係る梁継手構造C1Cについて図面を参照して説明する。なお、本実施形態において、上下方向とは、実際に建築物の略鉛直方向を意味し、図2および図5における上下方向となり、側方向とは実際の建築物の略水平方向を意味し、図2(B)および図5(B)における左右方向となる。
<第1の実施形態>
A beam joint structure C1C according to an embodiment of the present invention will be described with reference to the drawings. In this embodiment, the vertical direction actually means the substantially vertical direction of the building, which is the vertical direction in FIGS. 2 and 5, and the lateral direction means the substantially horizontal direction of the actual building. This corresponds to the horizontal direction in FIGS. 2(B) and 5(B).
<First Embodiment>

図1および図2に示すように、梁継手構造C1は、第1の梁材1と、第2の梁材2と、第1のL字部材3と、第2のL字部材4と、第1の結合部材5と、第2結合部材とを備える。第1の梁材1および第2の梁材2は、四角柱状の木材であり、建築物の梁を構成する。第1のL字部材3および第2のL字部材4は金属製の板材である。第1の結合部材5および第2の結合部材6は、金属製の貫通部材である。 As shown in FIGS. 1 and 2, the beam joint structure C1 includes a first beam member 1, a second beam member 2, a first L-shaped member 3, a second L-shaped member 4, It comprises a first coupling member 5 and a second coupling member. The first beam member 1 and the second beam member 2 are square prism-shaped wooden pieces, and constitute beams of a building. The first L-shaped member 3 and the second L-shaped member 4 are metal plate materials. The first coupling member 5 and the second coupling member 6 are metal penetrating members.

第1の梁材1と第2の梁材2とは、略同一の断面を有し、第1の梁材1の一方の断面と前記第2の梁材2の一方の断面とを当接させた状態で第1のL字部材3および第2のL字部材4ならびに第1の結合部および第2の結合部により結合されている。なお、第1の梁材1および第2の梁材2の他方の断面は、それぞれ、柱に結合されており仕口が形成されている(図示しないが、特許第6814498を参照)。 The first beam 1 and the second beam 2 have substantially the same cross section, and one cross section of the first beam 1 and one cross section of the second beam 2 are in contact with each other. They are joined by a first L-shaped member 3, a second L-shaped member 4, and a first coupling portion and a second coupling portion in the state of being folded. The other cross sections of the first beam member 1 and the second beam member 2 are each joined to a column to form a joint (not shown, see Japanese Patent No. 6814498).

第1の梁材1および第2の梁材2は、それぞれ、当接する断面側の端に上下方向に貫通する2つの貫通孔を有し(図示しない)、また、側方に貫通する1つの貫通孔を有する。後述するように、当該貫通孔に第1のL字部材3および第2のL字部材4を介して第1の結合部材5および第2の結合部材6を貫通させて固定することにより、第1の梁材1と第2の梁材2が連結され、梁継手構造C1が形成される。 Each of the first beam member 1 and the second beam member 2 has two through-holes (not shown) penetrating in the vertical direction at the end of the contacting cross-sectional side, and one through-hole penetrating sideways. It has a through hole. As will be described later, by fixing the first coupling member 5 and the second coupling member 6 through the through hole via the first L-shaped member 3 and the second L-shaped member 4, the first coupling member 5 and the second coupling member 6 are fixed. One beam member 1 and a second beam member 2 are connected to form a beam joint structure C1.

図3に示すように、第1のL字部材3および第2のL字部材4は、1枚の金属製の板材が略90°に折り曲げられることにより、断面がL字となり断面形状を維持したまま延在する一体的なL字金物となる。しかし、第1のL字部材3および第2のL字部材4は、溶接や押出などにより一体的に成形されてもよい。第1のL字部材3と第2のL字部材4は同一の形状である。 As shown in FIG. 3, each of the first L-shaped member 3 and the second L-shaped member 4 has an L-shaped cross section and maintains its cross-sectional shape by bending one sheet of metal plate material at approximately 90 degrees. It becomes an integral L-shaped metal fitting that extends as it is. However, the first L-shaped member 3 and the second L-shaped member 4 may be integrally formed by welding, extrusion, or the like. The first L-shaped member 3 and the second L-shaped member 4 have the same shape.

梁材を上下方向から挟む第1のL字部材3の第1の板面(一方の板面)31および第2のL字部材4の第1の板面(一方の板面)41は、それぞれ、第1の結合部材5を貫通させる4つの貫通孔h1を有する。4つの貫通孔h1のうち、一対の貫通孔は第1の梁材1に対応し、他の一対の貫通孔は第2の梁材2に対応する。なお、第1のL字部材3の第1の板面31は、両梁材1,2の側面の少なくとも一部を覆う。 A first plate surface (one plate surface) 31 of the first L-shaped member 3 and a first plate surface (one plate surface) 41 of the second L-shaped member 4 sandwiching the beam material from above and below are Each has four through-holes h1 through which the first coupling members 5 pass. Of the four through-holes h1, a pair of through-holes corresponds to the first beam 1, and another pair of through-holes corresponds to the second beam 2. As shown in FIG. In addition, the first plate surface 31 of the first L-shaped member 3 covers at least part of the side surfaces of both the beams 1 and 2 .

梁材を側方向から挟む第1のL字部材3の第2の板面32および第2のL字部材4の第2の板面42は、それぞれ、第2の結合部材6を貫通させる2つの貫通孔h2を有する。2つの貫通孔h2のうち、一対の貫通孔は第1の梁材1に対応し、他の一対の貫通孔は第2の梁材2に対応する。なお、第1のL字部材3の第2の板面32は、両梁材1,2の側面の少なくとも一部を覆う。 The second plate surface 32 of the first L-shaped member 3 and the second plate surface 42 of the second L-shaped member 4 sandwiching the beam material from the lateral direction are the second plate surfaces 32 through which the second coupling member 6 penetrates. It has two through holes h2. Of the two through-holes h2, a pair of through-holes corresponds to the first beam 1, and the other pair of through-holes corresponds to the second beam 2. In addition, the second plate surface 32 of the first L-shaped member 3 covers at least part of the side surfaces of both the beams 1 and 2 .

第1の結合部材5および第2の結合部材6は、従来よく知られるボルトおよびナットである。第1の梁材1および第2の梁材2の各貫通孔に第1のL字部材3の貫通孔h1,h2および第2のL字部材4の貫通孔h1,h2を介してボルトを貫通させてナットにより固定することで、第1の梁材1と第2の梁材2が連結され、梁継手構造C1が形成される。 The first connecting member 5 and the second connecting member 6 are conventionally well-known bolts and nuts. Bolts are inserted into the through holes of the first beam member 1 and the second beam member 2 through the through holes h1 and h2 of the first L-shaped member 3 and the through holes h1 and h2 of the second L-shaped member 4, respectively. The first beam member 1 and the second beam member 2 are connected by penetrating and fixing with nuts to form the beam joint structure C1.

このとき、両梁材1,2(第1の梁材1および第2の梁材2)の継手部において、第1のL字部材3の第1の板面31および第2のL字部材4の第1の面41部は、両梁部材1,2が相対的に上下方向に位置ずれしようとする力を抑え、固定される。また、両梁材1,2の継手部において、第1のL字部材3の第2の板面32および第2のL字部材4の第2の板面42は、両梁部材1,2が相対的に側方向に位置ずれしようとする力を抑え、固定される。これにより、強固な梁継手構造C1が実現される。 At this time, the first plate surface 31 of the first L-shaped member 3 and the second L-shaped member The first surface 41 portion of 4 suppresses the force that tends to cause the two beam members 1 and 2 to be relatively displaced in the vertical direction, and is fixed. In addition, at the joint portion of both the beam members 1 and 2, the second plate surface 32 of the first L-shaped member 3 and the second plate surface 42 of the second L-shaped member 4 is fixed by suppressing the force that tends to relatively displace it in the lateral direction. This realizes a strong beam joint structure C1.

特に、第1の板状部および第2の板状部が垂直方向に一体的に形成されているため、第1の板面31,41を曲げる力(本実施形態における上下方向の力)が第2の板面32、42で抑えられ、また、第2の板面32,42を曲げる力(本実施形態における側方向の力)が第1の板面31,41で抑えられる。したがって、第1のL字部材3および第2のL字部材4は、梁継手構造C1にかかる上下方向および側方向の力に抗い、両梁材1,2を強固に接続する。
<第2の実施形態>
In particular, since the first plate-like portion and the second plate-like portion are integrally formed in the vertical direction, the force that bends the first plate surfaces 31 and 41 (vertical force in this embodiment) is The force that bends the second plate surfaces 32 and 42 (lateral force in this embodiment) is suppressed by the first plate surfaces 31 and 41 . Therefore, the first L-shaped member 3 and the second L-shaped member 4 resist the vertical and lateral forces applied to the beam joint structure C1 and firmly connect the beams 1 and 2 together.
<Second embodiment>

図1および図2の示すように、第2の実施形態に係る梁継手構造C2は、第1の実施形態に係る梁継手構造C1の第1のL字部材3および第2のL字部材4と形状の異なる第3のL字金物3Aおよび第4のL字部材4Aが第1のL字部材3と第2のL字部材4に変えて用いられる点で第1の実施形態の梁継手構造C1と異なる。また、これに加えて、第1の板部材7および第2の板部材8が用いられる点で第1の実施形態の梁継手構造C1と異なる。 As shown in FIGS. 1 and 2, the beam joint structure C2 according to the second embodiment includes the first L-shaped member 3 and the second L-shaped member 4 of the beam joint structure C1 according to the first embodiment. The beam joint of the first embodiment in that the third L-shaped metal fitting 3A and the fourth L-shaped member 4A having different shapes are used instead of the first L-shaped member 3 and the second L-shaped member 4. Differs from structure C1. Moreover, in addition to this, it differs from the beam joint structure C1 of the first embodiment in that a first plate member 7 and a second plate member 8 are used.

換言すると、第2の実施形態の梁継手構造C2は、第1の梁材1、第2の梁材2、第1の結合部材5、第2の結合部材6において、第1の実施形態の梁継手構造C1と同様の構成を有する。したがって、次の説明では、第1の実施形態と同様の構成については、説明を省略する。 In other words, the beam joint structure C2 of the second embodiment has the first beam member 1, the second beam member 2, the first joint member 5, and the second joint member 6 of the first embodiment. It has the same configuration as the beam joint structure C1. Therefore, in the following description, description of the same configuration as in the first embodiment will be omitted.

第3のL字部材3Aおよび第4のL字部材4Aは、第1のL字部材3および第2のL字部材4と同様に、1枚の金属製の板材が略90°に折り曲げられることにより、断面がL字となり断面形状を維持したまま延在する一体的なL字金物となる。ただし、第3のL字部材3Aおよび第4のL字部材4Aは、第1のL字部材3および第2のL字部材4と比較して、第2の板面32A,42Aが小さい点で相違する。また、第3のL字部材3Aおよび第4のL字部材4Aは、第1のL字部材3および第2のL字部材4と同様の4つの貫通孔h1と2つの貫通孔h2を有する。 Like the first L-shaped member 3 and the second L-shaped member 4, the third L-shaped member 3A and the fourth L-shaped member 4A are formed by bending a sheet of metal plate at approximately 90°. As a result, the cross section becomes an L-shape, and an integral L-shaped metal fitting extending while maintaining the cross-sectional shape is obtained. However, the third L-shaped member 3A and the fourth L-shaped member 4A have smaller second plate surfaces 32A and 42A than the first L-shaped member 3 and the second L-shaped member 4. differ in Also, the third L-shaped member 3A and the fourth L-shaped member 4A have four through holes h1 and two through holes h2 similar to the first L-shaped member 3 and the second L-shaped member 4. .

詳細には、第3のL字部材3Aおよび第4のL字部材4Aの矩形の第2の板面32A,42Aの短手方向の長さ寸法が、第1のL字部材3および第2のL字部材4の第2の板面32A,42Aの短手方向の長さ寸法の半分程度である。なお、第3のL字部材3Aおよび第4のL字部材4Aは、第1のL字部材3と第2のL字部材4と同様に、溶接や押出などにより一体的に成形されてもよい。また、第3のL字部材3Aと第4のL字部材4Aは同一の形状である。 Specifically, the length dimension in the short direction of the rectangular second plate surfaces 32A and 42A of the third L-shaped member 3A and the fourth L-shaped member 4A is equal to that of the first L-shaped member 3 and the second L-shaped member 4A. is about half the length of the second plate surfaces 32A, 42A of the L-shaped member 4 in the lateral direction. The third L-shaped member 3A and the fourth L-shaped member 4A may be formed integrally by welding, extrusion, or the like, similarly to the first L-shaped member 3 and the second L-shaped member 4. good. Also, the third L-shaped member 3A and the fourth L-shaped member 4A have the same shape.

第1の板部材7および第2の板部材8は、金属製の平板状部材である。第1の板部材7および第2の板部材8は、それぞれ、第2の結合部材6を貫通させる2つの貫通孔h3を有する。2つの貫通孔h3のうち、1つの貫通孔は第1の梁材1に対応し、他の1つの貫通孔は第2の梁材2に対応する。 The first plate member 7 and the second plate member 8 are flat metal members. The first plate member 7 and the second plate member 8 each have two through holes h3 through which the second coupling member 6 is passed. Of the two through holes h3, one through hole corresponds to the first beam 1 and the other through hole corresponds to the second beam 2. As shown in FIG.

再び図1および図2を参照するに、第1の板部材7は、第3のL字部材3Aの第2の板面32Aと共同して、両梁材1,2を挟持した状態で第2の結合部材6を貫通されて結合される。第2の板部材8は、第4のL字部材4Aの第2の板面42Aと共同して、両梁材1,2を挟持した状態で第2の結合部材6を貫通されて結合される。なお、第1の板部材7および第2の板部材8は、両梁材1,2の側面の少なくとも一部を覆う。 Referring to FIGS. 1 and 2 again, the first plate member 7 cooperates with the second plate surface 32A of the third L-shaped member 3A to clamp the beams 1 and 2 together. 2 connecting members 6 are penetrated and connected. The second plate member 8 is joined together with the second plate surface 42A of the fourth L-shaped member 4A by passing through the second joining member 6 while holding the beams 1 and 2 therebetween. be. In addition, the first plate member 7 and the second plate member 8 cover at least part of the side surfaces of both beam members 1 and 2 .

第2の実施形態に係る梁継手構造C2は、両梁材1,2の継手部において、第3のL字部材3Aの第1の板面31Aおよび第4のL字部材4Aの第1の板面41Aが対向して上下方向に位置ずれしようとする力を抑え、固定される。また、両梁材1,2の継手部において、第3のL字部材3Aの第2の板面32Aと第1の板部材7とが側方向に位置ずれしようとする力を抑え、固定される。さらに、第4のL字部材4Aの第2の板面42Aと第2の板部材8とが側方向に位置ずれしようとする力を抑え、固定される。これにより、強固な梁継手構造C2が実現される。 In the beam joint structure C2 according to the second embodiment, the first plate surface 31A of the third L-shaped member 3A and the first plate surface 31A of the fourth L-shaped member 4A The plate surfaces 41A face each other and are fixed while suppressing the force that tends to shift the position in the vertical direction. In addition, at the joint portion of the two beams 1 and 2, the second plate surface 32A of the third L-shaped member 3A and the first plate member 7 are fixed by suppressing the force that tends to shift their positions in the lateral direction. be. Further, the second plate surface 42A of the fourth L-shaped member 4A and the second plate member 8 are fixed while suppressing the force that tends to shift the position in the lateral direction. This realizes a strong beam joint structure C2.

以上、本発明の実施形態について説明したが、本発明はこれらの記述に限定されるものではない。前述の実施形態に関して、当業者が適宜設計変更を加えたものも、本発明の特徴を備えている限り、本発明の範囲に包含される。 Although the embodiments of the present invention have been described above, the present invention is not limited to these descriptions. Appropriate design changes made by those skilled in the art with respect to the above-described embodiments are also included in the scope of the present invention as long as they have the features of the present invention.

本発明は、木造建築物の梁の継手構造に利用できる。 INDUSTRIAL APPLICABILITY The present invention can be used for a beam joint structure of a wooden building.

C1,C2 梁継手構造
1 第1の梁材
2 第2の梁材
3 第1のL字部材
4 第2のL字部材
3A 第3のL字部材
4A 第4のL字部材
5 第1の結合部材
6 第2の結合部材
7 第1の板部材
8 第2の板部材
31 第1の板面(第1のL字部材)
32 第2の板面(第1のL字部材)
41 第1の板面(第2のL字部材)
42 第2の板面(第2のL字部材)
31A 第1の板面(第3のL字部材)
32A 第2の板面(第3のL字部材)
41A 第1の板面(第4のL字部材)
42A 第2の板面(第4のL字部材)


C1, C2 beam joint structure 1 first beam member 2 second beam member 3 first L-shaped member 4 second L-shaped member 3A third L-shaped member 4A fourth L-shaped member 5 first Coupling member 6 Second coupling member 7 First plate member 8 Second plate member 31 First plate surface (first L-shaped member)
32 Second plate surface (first L-shaped member)
41 First plate surface (second L-shaped member)
42 Second plate surface (second L-shaped member)
31A First plate surface (third L-shaped member)
32A Second plate surface (third L-shaped member)
41A first plate surface (fourth L-shaped member)
42A Second plate surface (fourth L-shaped member)


Claims (3)

四角柱状の木製の第1の梁材と、
前記第1の梁材と同一断面形状の木製の第2の梁材と、
前記第1の梁材の一方の断面と前記第2の梁材の一方の断面とを当接させた状態で両梁材に渡って隣り合う2つの側面の一部を覆う第1のL字部材と、
前記第1のL字部材の一方の面を介して前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、前記両梁材と第1のL字部材を結合する第1の結合部材と、
前記第1のL字部材の他方の面を介して前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、前記両梁材と第1のL字部材を結合する第2の結合部材とを備える、梁継手構造。
a square-pillar-shaped wooden first beam;
a second wooden beam having the same cross-sectional shape as the first beam;
A first L-shape covering a part of two adjacent side surfaces across both beam members in a state where one cross section of the first beam member and one cross section of the second beam member are in contact with each other. a member;
Through one surface of the first L-shaped member, one of the opposing side surfaces of the first beam and the second beam is penetrated, and the both beams and the first L-shaped member are coupled. a first coupling member that
Through the other surface of the first L-shaped member, one of the opposing side surfaces of the first beam and the second beam is penetrated, and the both beams and the first L-shaped member are coupled. a beam joint structure, comprising: a second connecting member;
前記1のL字部材が覆う前記両梁材の2つの側面と異なる2つの側面の一部を覆う第2のL字部材を備え、
前記第1の結合部材は、前記第1のL字部材の一方の面と対向する前記第2のL字部材の一方の面とを介して、前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、
前記第2の結合部材は、前記第1のL字部材の他方の面と対向する前記第2のL字部材の他方の面とを介して、前記第1の梁材および前記第2の梁材の他方の対向する側面を貫通する、請求項1に記載の梁継手構造。
A second L-shaped member covering a part of two side surfaces different from the two side surfaces of the beam members covered by the first L-shaped member,
The first coupling member connects the first beam member and the second beam via one surface of the first L-shaped member and one surface of the second L-shaped member facing each other. through one opposing side of the timber,
The second coupling member connects the first beam member and the second beam through the other surface of the first L-shaped member and the other surface of the second L-shaped member facing each other. 2. A beam joint structure according to claim 1, passing through the other opposite side of the material.
前記1のL字部材が覆う前記両梁材の2つの側面と異なる1つの側面を覆う第1の板部材と、前記1のL字部材が覆う前記両梁材の2つの側面と異なる他の1つの側面を覆う第2の板部材とを備え、
前記第1の結合部材は、前記第1のL字部材の一方の面と対向する前記第1の板部材を介して、前記第1の梁材および前記第2の梁材の一方の対向する側面を貫通し、
前記第2の結合部材は、前記第1のL字部材の他方の面と対向する前記第2の板部材とを介して、前記第1の梁材および前記第2の梁材の他方の対向する側面を貫通する、請求項2に記載の梁継手構造。
A first plate member that covers one side surface different from the two side surfaces of the beam members covered by the one L-shaped member, and a plate member that covers the other side surface that is different from the two side surfaces of the beam members covered by the one L-shaped member. A second plate member covering one side surface,
The first connecting member is connected to one of the first beam member and the second beam member facing one side of the first L-shaped member via the first plate member facing the one surface of the first L-shaped member. through the sides,
The second coupling member connects the other of the first beam member and the second beam member via the second plate member that faces the other surface of the first L-shaped member. 3. The beam joint structure according to claim 2, which penetrates the side surface of the beam.
JP2021215502A 2021-12-31 2021-12-31 Beam joint structure Pending JP2023099376A (en)

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