JP2013079542A - Joist hanger for wooden building and junction structure for wooden column and beam - Google Patents

Joist hanger for wooden building and junction structure for wooden column and beam Download PDF

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JP2013079542A
JP2013079542A JP2011220686A JP2011220686A JP2013079542A JP 2013079542 A JP2013079542 A JP 2013079542A JP 2011220686 A JP2011220686 A JP 2011220686A JP 2011220686 A JP2011220686 A JP 2011220686A JP 2013079542 A JP2013079542 A JP 2013079542A
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column
plate portion
receiver
bolt
insertion hole
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JP5889589B2 (en
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Sumihito Saito
純人 西塔
Masaya Fujii
雅也 藤井
Takeshi Miyamoto
武 宮本
Motohiro Kojima
基弘 小島
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Daiwa House Industry Co Ltd
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Daiwa House Industry Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a joist hanger capable of avoiding interference of a fixing bolt to a column while with one-slit type and avoiding interference with a bolt for jointing a combination beam with a simple structure, and a junction structure of wooden column and beam using the joist hanger.SOLUTION: A joist hanger 1 consists of a standing plate part 2 and a joint plate part 3 laterally extending from the base end of the standing plate part 2, the joint plate 3 is arranged on a column side face, and the standing plate part 2 is inserted in a slit of a beam end face. Fixing pin insertion holes 5, into which fixing pins inserted in pin insertion holes in the tip of the beam are inserted, are provided in the tip of the standing plate part 2. Mounting bolt insertion holes 8 are provided in the joint plate part 3 at a position where the standing plate part 2 is located in a width direction of the joint plate part 3. Cutouts 9 for avoiding interference with the projecting parts of the bolts are provided extending from the base end toward the tip side of the standing plate part 2. The cutouts 9 are expanded to a position which allows the bolts penetrating through the beam and approaching the end face of a combination beam abutting with the end side face of the beam to penetrate.

Description

この発明は、木造建物の柱・梁接合に用いられる梁受金物、およびこの梁受金物を用いた木造柱・梁の接合構造に関する。   The present invention relates to a beam receiver used for joining a column and a beam of a wooden building, and a wooden column / beam joint structure using the beam receiver.

木造建物の柱・梁接合に用いられる梁受金物として、図23に示す1スリットタイプののものや、図24に示す2スリットタイプのものが知られている。図23に示す1スリットタイプの梁受金物51は、図23(A)に破断平面図で示すように、1つの立板部52と、この立板部52の基端から両側方に延びる接合板部53とを有する断面T字状の金物である。図23(B)に正面図で示すように、梁受金物51の立板部52には複数の切り欠き54とピン挿通孔55が設けられ、接合板部53には複数のボルト挿通孔(図示せず)が設けられる。また、図23(A)のように、梁80の端面には上下方向に延びる1つのスリット81が設けられる。上記梁受金物51を用いて、木造建物の柱70の一側面に梁80を接合する場合、先ず、柱70の前記側面に梁受金物51の接合板部53をボルト56(図23(B))で固定する。このボルト止めにおいて、梁受金物51の立板部52の切き欠き54は、梁受金物51側へのボルト56の突出を許容する。次に、図23(A)のように梁80の端面に形成されたスリット81内に梁受金物51の立板部52を挿入し、梁80の側面からその幅方向に貫通して設けられるピン挿通孔(図示せず)から、梁受金物51のピン挿通孔55に渡って固定ピン57を挿通する。これにより、梁80を梁受金物51に受けさせる。   As a beam receiver used for connecting a column and a beam of a wooden building, a one-slit type shown in FIG. 23 and a two-slit type shown in FIG. 24 are known. A 1-slit type beam receiver 51 shown in FIG. 23 has one standing plate portion 52 and a joint extending from the base end of the standing plate portion 52 to both sides, as shown in a broken plan view in FIG. It is a hardware having a T-shaped cross section having a plate portion 53. As shown in a front view in FIG. 23B, the standing plate portion 52 of the beam receiver 51 is provided with a plurality of notches 54 and pin insertion holes 55, and the joint plate portion 53 has a plurality of bolt insertion holes ( (Not shown) is provided. Further, as shown in FIG. 23A, one slit 81 extending in the vertical direction is provided on the end face of the beam 80. When the beam 80 is joined to one side surface of the pillar 70 of the wooden building using the beam receiver 51, first, the joining plate portion 53 of the beam receiver 51 is connected to the bolt 56 (FIG. 23B )). In this bolting, the notch 54 of the standing plate portion 52 of the beam receiver 51 allows the bolt 56 to protrude toward the beam receiver 51 side. Next, as shown in FIG. 23A, the standing plate portion 52 of the beam receiver 51 is inserted into the slit 81 formed on the end surface of the beam 80, and is provided through the side surface of the beam 80 in the width direction. The fixing pin 57 is inserted from the pin insertion hole (not shown) over the pin insertion hole 55 of the beam receiver 51. Thereby, the beam 80 is received by the beam receiver 51.

図24に示す2スリットタイプの梁受金物61は、図24(A)に破断平面図で示すように、互いに平行に並ぶ2つの立板部62,62と、これら両立板部62の基端となる側縁から折れ曲がって両立板部62を連結する接合板部63とを有する断面U字状の金物である。図24(B)に正面図で示すように、梁受金物61の両立板部62には複数のピン挿通孔65が設けられ、接合板部63には複数のボルト挿通孔(図示せず)が設けられる。また、図24(A)のように、梁80 の端面には上下方向に延びる互いに平行な2つのスリット81A,81Aが設けられる。この両スリット81Aの基端側は座彫り部82で連通させてある。上記梁受金物61を用いて、木造建物の柱70の一側面に梁80を接合する場合、先ず、図24(A)のように柱70の前記側面に梁受金物61の接合板部63をボルト56(図24(B))で固定する。次に、図24(A)のように梁80の端面に形成された両スリット81A内に梁受金物61の両立板部62を挿入し、梁80の側面からその幅方向に貫通して設けられるピン挿通孔(図示せず)から、梁受金物61における両立板部62のピン挿通孔65に渡って固定ピン57を挿通する。これにより、梁80を梁受金物61に受けさせる。この接合状態において、梁80の両スリット81Aの基端側を連通させる座彫り部82は、梁受金物61側へのボルト56の突出を許容する。   A two-slit beam receiver 61 shown in FIG. 24 includes two standing plate portions 62 and 62 arranged in parallel to each other and the base ends of these compatible plate portions 62 as shown in a plan view in FIG. This is a U-shaped metal part having a joining plate portion 63 that is bent from the side edge and connects the compatible plate portion 62. As shown in a front view in FIG. 24B, the compatibility plate portion 62 of the beam receiver 61 is provided with a plurality of pin insertion holes 65, and the joining plate portion 63 has a plurality of bolt insertion holes (not shown). Is provided. As shown in FIG. 24A, the end face of the beam 80 is provided with two slits 81A and 81A extending in the vertical direction and parallel to each other. The base end side of both the slits 81A is communicated with a seat carved portion 82. When the beam 80 is joined to one side surface of the pillar 70 of the wooden building using the beam receiver 61, first, the joining plate portion 63 of the beam receiver 61 is attached to the side surface of the column 70 as shown in FIG. Is fixed with a bolt 56 (FIG. 24B). Next, as shown in FIG. 24 (A), the compatibility plate portion 62 of the beam receiver 61 is inserted into both slits 81A formed on the end surface of the beam 80, and provided through the side surface of the beam 80 in the width direction. The fixing pin 57 is inserted through the pin insertion hole 65 (not shown) to the pin insertion hole 65 of the compatibility plate portion 62 in the beam receiver 61. Thereby, the beam 80 is received by the beam receiver 61. In this joined state, the seat carved portion 82 that communicates the base end sides of both slits 81A of the beam 80 allows the bolt 56 to protrude toward the beam receiver 61 side.

特開2007−278027号公報JP 2007-278027 A 特開2006−328709号公報JP 2006-328709 A 特開2008−215057号公報JP 2008-215057 A

上記したように、従来の梁受金物として1スリットタイプと2スリットタイプのものが知られているが、その多くは2スリットタイプであり、1スリットタイプのものは極めてまれである。2スリットタイプの場合、梁80に2のスリット81Aを形成する必要があるため、梁80の加工工数が増える。
しかし、梁受金物の多くは上記したようにボルトで柱に固定するため、図23に示したような1スリットタイプのものでは、その立板部52と固定用のボルト56が軸心位置に来るように構成すると、ボルト56が立板部52と干渉してしまう。この干渉を避けるためには、ボルト56を軸心から偏心させたり、図23の例のように立板部52にボルト56との干渉を避けるための切り欠き54を設けるなどの処置が必要であり、これらの観点から1スリットタイプのものの採用が少ないと考えられる。
As described above, there are known one-slit type and two-slit type as conventional beam receivers, but most of them are two-slit types, and one-slit type is extremely rare. In the case of the two slit type, since it is necessary to form two slits 81 </ b> A in the beam 80, the number of processing steps for the beam 80 increases.
However, since most of the beam receivers are fixed to the column with bolts as described above, in the case of the one-slit type as shown in FIG. 23, the standing plate portion 52 and the fixing bolt 56 are positioned at the axial center position. When configured to come, the bolt 56 interferes with the upright plate portion 52. In order to avoid this interference, it is necessary to take measures such as decentering the bolt 56 from the shaft center or providing a notch 54 in the standing plate 52 to avoid interference with the bolt 56 as in the example of FIG. From these viewpoints, it is considered that the adoption of the 1 slit type is small.

また、図25のように、柱70に接合される梁80Bに隣接して、別の合わせ梁80Cを配置する場合、この合わせ梁80Cと直角に配置されて柱70に接合される梁80Aから合わせ梁80Cに向けて梁受金物51を固定するボルト58を貫通させようとすると、そのボルト58が梁80Aを受ける梁受金物51と干渉するため、接合できない。また、柱70に接合される梁80Bと、これに隣接する合わせ梁80Cとを、これらの幅方向に貫通するボルト59で連結しようとしても、これらの梁80B,80Cを受ける梁受金物51の立板部52にボルト59が干渉してしまう。この合わせ梁80Cの受け用ボルト59の干渉については、2スリットタイプでも同じである。そのため、在来工法の接合金物などを併用しなくてはならないなど、複雑な納まりとなる。   Further, as shown in FIG. 25, when another alignment beam 80C is disposed adjacent to the beam 80B joined to the column 70, the beam 80A is arranged perpendicular to the alignment beam 80C and joined to the column 70. If the bolt 58 that fixes the beam receiver 51 toward the mating beam 80C is to be penetrated, the bolt 58 interferes with the beam receiver 51 that receives the beam 80A, and thus cannot be joined. Further, even if it is attempted to connect the beam 80B joined to the column 70 and the adjacent beam 80C adjacent thereto with the bolt 59 penetrating in the width direction, the beam receiver 51 for receiving these beams 80B and 80C. The bolt 59 interferes with the upright plate portion 52. The interference between the receiving bolts 59 of the mating beams 80C is the same for the two-slit type. For this reason, it is necessary to use a conventional joint metal fitting or the like in a complicated manner.

この発明の目的は、木造柱・梁の接合において、1スリットタイプでありながら、柱または柱上梁への固定用のボルトの干渉が回避でき、かつ合わせ梁を接合するボルトとの干渉回避が簡素な構成で行える梁受金物を提供することである。
この発明の他の目的は、合わせ梁を有する木造柱・梁の接合を、同一形状の1スリットタイプの梁受金物を複数用いて行うことができ、しかも梁受金物が簡素な構成で済む木造柱・梁の接合構造を提供することである。
この発明のさらに他の目的は、柱上梁とこれに突き合わせられる梁との接合が、1スリットタイプ梁受金物で、合わせ梁の接合用のボルトとの干渉を回避して簡素な構成で行える木造柱・梁の接合構造を提供することである。
An object of the present invention is to avoid interference with a bolt for fixing a column or a beam on a column, and to avoid interference with a bolt for joining a laminated beam, even though it is a 1-slit type in the connection of a wooden column / beam. It is to provide a beam receiver that can be performed with a simple configuration.
Another object of the present invention is to connect a wooden pillar / beam having a laminated beam by using a plurality of one-slit beam receivers having the same shape, and the beam receiver can have a simple structure. It is to provide a column / beam joint structure.
Still another object of the present invention is to connect the beam on the column and the beam to be abutted against it with a one-slit beam receiver, which can be performed with a simple configuration while avoiding interference with the bolt for joining the beam. It is to provide a joint structure of wooden columns and beams.

この発明の木造建物の梁受金物は、立板部と、この立板部の基端となる側縁から折れ曲がって前記立板部の両側方または一側方に延びる接合板部とでなり、前記接合板部が、木造建物の柱およびこの柱上の柱上梁のいずれかの側面またはこの側面に設けられた座彫りの底面に沿って配置され、前記立板部が、前記柱または前記柱上梁の前記側面に対して突き合わせ状態となる第1の梁の端面に設けられた上下方向に延びるスリット内に挿入される梁受金物であって、前記立板部の先端に、前記第1の梁の先端に前記スリットを貫通して設けられたピン挿通孔に挿通された固定ピンを挿通させる固定ピン挿通孔および固定ピン挿通切り欠きのいずれか一方または両方を有し、前記接合板部における前記立板部の存在する幅方向位置に、前記柱と接合するボルトを挿通する梁受金物取付用のボルトの挿通孔を設けると共に、このボルトの突出部分が前記立板部と干渉することを回避する切り欠きを、前記立板部に基端から先端側へ延びて設け、この切り欠きの先端位置を、前記第1の梁の端部の側面に先端が当接された合わせ梁の端面へ前記第1の梁を貫通して進入する合わせ梁接合用のボルトが貫通可能な位置まで広げたことを特徴とする。
なお、前記「座彫り」は「座繰り」とも言う。
The beam receiver of the wooden building of the present invention comprises a standing plate portion and a joining plate portion that is bent from a side edge that is a base end of the standing plate portion and extends to both sides or one side of the standing plate portion, The joint plate portion is disposed along a side surface of a pillar of a wooden building and a column beam on the column or a bottom surface of a seat carved provided on the side surface, and the standing plate portion is the column or the A beam receiver inserted in a vertically extending slit provided on the end surface of the first beam that is in abutting state with the side surface of the columnar beam, One or both of a fixed pin insertion hole and a fixed pin insertion notch for inserting a fixed pin inserted through a pin insertion hole provided through the slit at the tip of one beam, and the joining plate In the width direction position where the standing plate part exists in the part, A bolt receiving hole for mounting a beam receiver for inserting a bolt to be fitted is provided, and a notch that prevents the protruding portion of the bolt from interfering with the standing plate portion is provided at the tip from the proximal end to the standing plate portion. A joint beam joint that extends through the first beam and penetrates the first beam to the end surface of the mating beam whose tip is in contact with the side surface of the end portion of the first beam. It is characterized by the fact that the bolt has been expanded to a position where it can penetrate.
In addition, the above-mentioned “carving” is also called “spotting”.

この構成によると、梁のスリットに挿入される立板部と柱に固定する接合板部とを有する梁受金物において、柱または柱上梁へ接合するボルトが立板部と干渉することを回避する切り欠きを前記立板部に設けたため、1スリットタイプでありながら、柱または柱上梁への接合用のボルトの干渉が回避できる。また、この切り欠きの先端位置を、合わせ梁接合用のボルトが貫通可能な位置まで広げたため、合わせ梁の接合用ボルトのとの干渉も回避できる。しかも、柱または柱上梁への接合用のボルトの干渉を回避する切り欠きの先端位置を広げただけで、合わせ梁の接合用のボルトとの干渉も回避でき、前記切り欠きを2種のボルトの干渉回避に兼用できる。そのため、それぞれのボルトに専用の干渉回避部分を形成する必要がなく、梁受金物が簡素な構成となる。切り欠きの先端位置を広げたことに伴い、その切り欠きをボルト締め作業に利用できて、ボルト締め付け用の工具種類の選択や、締め付け方法の選択の自由度も高まる。   According to this configuration, in a beam receiver having a standing plate portion inserted into the slit of the beam and a joining plate portion fixed to the column, a bolt joined to the column or the beam on the column is prevented from interfering with the standing plate portion. Since the notch to be formed is provided in the upright plate portion, interference of the bolt for joining to the column or the column beam can be avoided even though it is a one-slit type. Further, since the position of the tip of the notch is expanded to a position where the bolt for joining the beam can penetrate, interference with the bolt for joining the beam can be avoided. In addition, it is possible to avoid interference with the bolts for joining the mating beams simply by widening the tip position of the notch that avoids interference of the bolts for joining the pillar or the beam on the pillar. Can also be used for bolt interference avoidance. Therefore, it is not necessary to form a dedicated interference avoidance portion for each bolt, and the beam receiver has a simple configuration. As the tip position of the notch is widened, the notch can be used for bolt tightening work, and the degree of freedom in selecting a tool type for bolt tightening and a tightening method is increased.

この発明において、前記切り欠きの先端は、前記立板部の横幅の中央位置よりも先端側であるのが望ましい。前記切り欠きの先端が立板部中央位置よりも先端側であると、合わせ梁の接合用のボルトとの干渉を前記切り欠きで行うにつき、この接合用のボルトの位置を一般的な柱梁の設計においてボルト位置を特に変更することなく回避できる。   In this invention, it is desirable that the front end of the notch is on the front end side with respect to the center position of the lateral width of the upright plate portion. When the tip of the notch is on the tip side of the center position of the upright plate portion, the position of the bolt for joining is set to a general column beam when the notch interferes with the bolt for joining the laminated beam. This design can be avoided without changing the bolt position.

この発明において、前記立板部における前記切り欠きの先端付近に、他の梁受金物と接合する金物相互接合部材を挿通する相互接合部材挿通孔を設けても良い。
この構成の場合、柱の側面に接合される梁を受ける梁受金物と、前記梁に隣接する合わせ梁を受ける梁受金物とを、これら両梁受金物の立板部の相互接合部材挿通孔に渡って金物相互接合部材を挿通させることにより接合でき、合わせ梁にかかる鉛直荷重を効率よく柱に伝達することができる。
In this invention, you may provide the mutual connection member penetration hole which penetrates the metal mutual connection member joined to another beam receiving object near the front-end | tip of the said notch in the said standing board part.
In the case of this configuration, the beam receiver for receiving the beam to be joined to the side surface of the column and the beam receiver for receiving the mating beam adjacent to the beam are connected to each other through the connecting member insertion holes of the standing plate portions of the beam receivers. It is possible to join by inserting the metal mutual joining member over the two, and the vertical load applied to the mating beam can be efficiently transmitted to the column.

この発明において、前記接合板部は、前記立板部の基端から折れ曲がって一側方に延びる接合板部主部と、前記切り欠きの形成により生じて前記接合板部主部と同一平面で延びる切り起こし片とでなるものとしても良い。
このように接合板部の一部を、前記切り欠きの形成により生じた切り起こし片とすることで、溶接などの接続処理を要することなく、1枚の板から梁受金物を形成でき、梁受金物の製造が容易である。
In this invention, the said joining board part is produced | generated by the formation of the joining board part main part which bends from the base end of the said standing board part, and extends to one side, and the said notch, and is the same plane as the said joining board part main part. It is good also as what consists of a cut and raised piece extended.
In this way, by forming a part of the joining plate portion as a cut-and-raised piece generated by the formation of the notch, a beam receiver can be formed from a single plate without requiring connection processing such as welding. It is easy to produce a received product.

この発明の木造柱・梁の接合構造は、木造建物の木質の柱と、この柱の前記側面に対して端面が突き合わせ状態となる第1の梁と、この第1の梁に対して直角方向に延びて前記柱の側面に隣合う側面に端面が突き合わせ状態となる合わせ梁とを接合する木造柱・梁の接合構造であって、前記いずれかの発明の梁受金物における前記接合板部を、前記の柱の側面またはこの側面に設けられた座彫りの底面に沿って配置し、前記立板部を前記第1の梁の端面に設けられた上下方向に延びるスリット内に挿通し、前記梁受金物の接合板部の前記挿通孔に、前記柱に挿通したボルトを挿通させてこのボルトにより前記接合板部を前記柱に固定し、前記第1の梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記梁受金物の前記固定ピン挿通孔に挿通して前記第1の梁を前記梁受金物に受けさせ、前記第1の梁を貫通して進入する合わせ梁接合用のボルトを、前記梁受金物の前記切り欠きに挿通して前記合わせ梁接合用のボルトを前記合わせ梁の端面へ進入させたことを特徴とする。   The connecting structure of the wooden columns and beams according to the present invention includes a wooden column of a wooden building, a first beam whose end face is in contact with the side surface of the column, and a direction perpendicular to the first beam. A wooden pillar / beam joining structure that joins a side beam adjacent to the side surface of the pillar and a mating beam whose end face is abutted to the side face of the pillar, wherein the joining plate portion in the beam receiver according to any one of the inventions , Arranged along the side surface of the pillar or the bottom surface of the seat carving provided on the side surface, and the vertical plate portion is inserted into a vertically extending slit provided on the end surface of the first beam, A bolt inserted into the column is inserted into the insertion hole of the joint plate portion of the beam receiver, and the joint plate portion is fixed to the column with the bolt, and a fixing pin is fixed to the pin insertion hole of the first beam. Insert the fixing pin into the fixing pin insertion hole of the beam receiver. The first beam is received by the beam receiver, and a bolt for joining the beam that penetrates through the first beam is inserted into the notch of the beam receiver to pass the first beam. A joining bolt is inserted into the end face of the mating beam.

この構成によると、木造建物の柱の側面に接合される梁と、その梁の側面に先端を突き合わせて接合される合わせ梁とを備える木造柱・梁の接合を、同一形状の1スリットタイプの梁受金物を用いて行うことができる。しかも、梁受金物が簡素な構成で済む。   According to this configuration, a wooden column / beam joint comprising a beam joined to the side of a column of a wooden building and a mating beam joined with its end abutted against the side of the beam is of the same slit type. This can be done using a beam receiver. In addition, a simple structure is required for the beam receiver.

この発明の木造柱・梁の接合構造において、前記梁受金物の他に、この梁受金物と同一形状の第2および第3の梁受金物を用い、第2の梁受金物は、前記柱の第2の梁側を向く側面またはこの側面に設けられた座彫りの底面に沿って配置し、第2の梁受金物の立板部を第2の梁の端面に設けられた上下方向に延びるスリット内に挿入し、第2の梁受金物の接合板部の挿通孔に、前記柱に挿通したボルトを挿通させてこのボルトにより第2の梁受金物の接合板部を前記柱に固定し、前記第2の梁の前記固定ピン挿通孔に固定ピンを挿通しこの固定ピンを前記第2の梁受金物の固定ピン挿通孔および固定ピン挿通切り欠きのいずれか一方または両方に挿通して前記第2の梁を前記梁受金物に受けさせ、第3の梁受金物は、第1の梁の第2の梁側を向く側面またはこの側面に設けられた座彫りの底面に沿って配置し、第3の梁受金物の立板部を前記合わせ梁の端面に設けられた上下方向に延びるスリット内に挿入し、第3の梁受金物の接合板部の挿通孔に、前記第1の梁に挿通したボルトを挿通させてこのボルトにより第3の梁受金物の接合板部を前記第1の梁に固定し、前記合わせ梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記第3の梁受金物の前記固定ピン挿通孔および固定ピン挿通切り欠きのいずれか一方または両方に挿通して前記合わせ梁を前記第3の梁受金物に受けさせ、前記第2の梁受金物の相互接合部材挿通孔と第3の梁受金物の相互接合部材挿通孔とに渡って金物相互接合部材を挿通させても良い。   In the joined structure of the wooden pillar / beam of the present invention, in addition to the beam receiver, second and third beam receivers having the same shape as the beam receiver are used. Are arranged along the side surface facing the second beam side or the bottom surface of the seat carving provided on this side surface, and the vertical plate portion of the second beam receiving object is arranged in the vertical direction provided on the end surface of the second beam. Inserted into the extending slit, the bolt inserted into the column is inserted into the insertion hole of the joint plate portion of the second beam receiver, and the joint plate portion of the second beam receiver is fixed to the column by this bolt. The fixing pin is inserted into the fixing pin insertion hole of the second beam, and the fixing pin is inserted into one or both of the fixing pin insertion hole and the fixing pin insertion notch of the second beam receiver. The second beam is received by the beam receiver, and the third beam receiver moves the second beam side of the first beam. The side plate is disposed along the side surface or the bottom surface of the face carving provided on the side surface, and the upright plate portion of the third beam receiver is inserted into the vertically extending slit provided on the end surface of the mating beam. A bolt inserted through the first beam is inserted into the insertion hole of the joint plate portion of the beam receiver 3 and the joint plate portion of the third beam receiver is fixed to the first beam with the bolt; A fixing pin is inserted into the pin insertion hole of the mating beam, and the fixing pin is inserted into one or both of the fixing pin insertion hole and the fixing pin insertion notch of the third beam receiver. Is received by the third beam receiver, and the metal interconnecting member is inserted across the interconnecting member insertion hole of the second beam receiving object and the interconnecting member insertion hole of the third beam receiving object. Also good.

この構成の場合、柱の側面に接合される第2の梁を受ける第2の梁受金物と、前記第2の梁に隣接する合わせ梁を受ける第3の梁受金物とを、これら両梁受金物の立板部の相互接合部材挿通孔に渡って金物相互接合部材を挿通させることにより接合でき、合わせ梁にかかる鉛直荷重を効率よく柱に伝達することができる。   In the case of this configuration, the second beam receiver for receiving the second beam joined to the side surface of the column and the third beam receiver for receiving the mating beam adjacent to the second beam are both beams. Bonding can be achieved by inserting the metal interconnection member through the interconnection member insertion hole of the standing plate portion of the metal receiving member, and the vertical load applied to the mating beam can be efficiently transmitted to the column.

この発明の他の木造柱・梁の接合構造は、木造建物の柱と、この柱の上端面に下面が固定された木質の柱上梁と、この柱上梁の側面における前記柱の上方に位置する部分に対して端面が突き合わせ状態となる第1の梁と、前記柱上梁に沿い前記第1の梁に対して直角方向に延びて端面が前記第1の梁の側面突き合わせ状態となる合わせ梁とを接合する木造柱・梁の接合構造であって、この発明の前記いずれかの構成の梁受金物における前記接合板部を、前記の柱上梁の側面またはこの側面に設けられた座彫りの底面に沿って配置し、前記立板部を前記第1の梁の端面に設けられた上下方向に延びるスリット内に挿通し、前記梁受金物の接合板部の前記挿通孔に、前記柱上梁に挿通したボルトを挿通させてこのボルトにより前記接合板部を前記柱上梁に固定し、前記第1の梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記梁受金物の前記固定ピン挿通孔に挿通して前記第1の梁を前記梁受金物に受けさせ、前記第1の梁を貫通して進入する合わせ梁接合用のボルトを、前記梁受金物の前記切り欠きに挿通して前記合わせ梁接合用のボルトを前記合わせ梁の端面へ進入させたことを特徴とする。   Another connecting structure of a wooden column / beam according to the present invention is as follows: a column of a wooden building, a wooden column beam having a lower surface fixed to the upper end surface of the column, and the column on the side of the column beam. A first beam whose end face is in a butted state with respect to the portion positioned, and a perpendicular face extending along the column beam to the first beam so that the end face is in a side-butting state of the first beam A wooden pillar / beam joining structure for joining a mating beam, wherein the joint plate portion of the beam receiver according to any one of the configurations of the present invention is provided on a side surface of the beam on the column or on this side surface. Arranged along the bottom surface of the seat carving, the vertical plate portion is inserted into a slit extending in the vertical direction provided on the end surface of the first beam, into the insertion hole of the joint plate portion of the beam receiver, A bolt inserted into the beam on the column is inserted and the joining plate portion is The first beam is fixed to the upper beam, the fixing pin is inserted into the pin insertion hole of the first beam, the fixing pin is inserted into the fixing pin insertion hole of the beam receiver, and the first beam is connected to the beam receiver. And a bolt for joining the mating beam entering through the first beam is inserted into the notch of the beam receiver and the bolt for joining the mating beam enters the end surface of the mating beam. It was made to be characterized.

この構成によると、柱上梁とこれに突き合わせられる梁との接合が、1スリットタイプ梁受金物で、合わせ梁の接合用のボルトとの干渉を回避して簡素な構成で行える。   According to this configuration, the connection between the beam on the column and the beam to be abutted with the column beam can be performed with a simple configuration while avoiding interference with the bolt for joining the combined beam with a 1-slit beam receiver.

この発明の木造建物の梁受金物は、立板部と、この立板部の基端となる側縁から折れ曲がって前記立板部の両側方または一側方に延びる接合板部とでなり、前記接合板部が、木造建物の柱およびこの柱上の柱上梁のいずれかの側面またはこの側面に設けられた座彫りの底面に沿って配置され、前記立板部が、前記柱または前記柱上梁の前記側面に対して突き合わせ状態となる第1の梁の端面に設けられた上下方向に延びるスリット内に挿入される梁受金物であって、前記立板部の先端に、前記第1の梁の先端に前記スリットを貫通して設けられたピン挿通孔に挿通された固定ピンを挿通させる固定ピン挿通孔および固定ピン挿通切り欠きのいずれか一方または両方を有し、前記接合板部における前記立板部の存在する幅方向位置に、前記柱と接合するボルトを挿通する梁受金物取付用のボルトの挿通孔を設けると共に、このボルトの突出部分が前記立板部と干渉することを回避する切り欠きを、前記立板部に基端から先端側へ延びて設け、この切り欠きの先端位置を、前記第1の梁の端部の側面に先端が当接された合わせ梁の端面へ前記第1の梁を貫通して進入する合わせ梁接合用のボルトが貫通可能な位置まで広げたため、合わせ梁を備える木造柱・梁の接合構造において、1スリットタイプの梁受金物でありながら、柱または柱上梁への固定用のボルトの干渉が回避でき、かつ合わせ梁を接合するボルトとの干渉回避が簡素な構成で行えるという利点が得られる。   The beam receiver of the wooden building of the present invention comprises a standing plate portion and a joining plate portion that is bent from a side edge that is a base end of the standing plate portion and extends to both sides or one side of the standing plate portion, The joint plate portion is disposed along a side surface of a pillar of a wooden building and a column beam on the column or a bottom surface of a seat carved provided on the side surface, and the standing plate portion is the column or the A beam receiver inserted in a vertically extending slit provided on the end surface of the first beam that is in abutting state with the side surface of the columnar beam, One or both of a fixed pin insertion hole and a fixed pin insertion notch for inserting a fixed pin inserted through a pin insertion hole provided through the slit at the tip of one beam, and the joining plate In the width direction position where the standing plate part exists in the part, A bolt receiving hole for mounting a beam receiver for inserting a bolt to be fitted is provided, and a notch that prevents the protruding portion of the bolt from interfering with the standing plate portion is provided at the tip from the proximal end to the standing plate portion. A joint beam joint that extends through the first beam and penetrates the first beam to the end surface of the mating beam whose tip is in contact with the side surface of the end portion of the first beam. Since the bolts for use are expanded to a position where the bolts can be penetrated, the interference of the bolts for fixing to the pillars or the beams on the pillars can be achieved in the joint structure of wooden columns / beams equipped with laminated beams, even though it is a 1-slit beam receiver. There is an advantage that it is possible to avoid the interference with the bolt for joining the laminated beams with a simple configuration.

この発明の木造柱・梁の接合構造は、木造建物の木質の柱と、この柱の前記側面に対して端面が突き合わせ状態となる第1の梁と、この第1の梁に対して直角方向に延びて前記柱の側面に隣合う側面に端面が突き合わせ状態となる合わせ梁とを接合する木造柱・梁の接合構造であって、前記いずれかの発明の梁受金物における前記接合板部を、前記の柱の側面またはこの側面に設けられた座彫りの底面に沿って配置し、前記立板部を前記第1の梁の端面に設けられた上下方向に延びるスリット内に挿通し、前記梁受金物の接合板部の前記挿通孔に、前記柱に挿通したボルトを挿通させてこのボルトにより前記接合板部を前記柱に固定し、前記第1の梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記梁受金物の前記固定ピン挿通孔に挿通して前記第1の梁を前記梁受金物に受けさせ、前記第1の梁を貫通して進入する合わせ梁接合用のボルトを、前記梁受金物の前記切り欠きに挿通して前記合わせ梁接合用のボルトを前記合わせ梁の端面へ進入させたため、合わせ梁を有する木造柱・梁の接合を、同一形状の1スリットタイプの梁受金物を複数用いて行うことができ、しかも梁受金物が簡素な構成で済む。   The connecting structure of the wooden columns and beams according to the present invention includes a wooden column of a wooden building, a first beam whose end face is in contact with the side surface of the column, and a direction perpendicular to the first beam. A wooden pillar / beam joining structure that joins a side beam adjacent to the side surface of the pillar and a mating beam whose end face is abutted to the side face of the pillar, wherein the joining plate portion in the beam receiver according to any one of the inventions , Arranged along the side surface of the pillar or the bottom surface of the seat carving provided on the side surface, and the vertical plate portion is inserted into a vertically extending slit provided on the end surface of the first beam, A bolt inserted into the column is inserted into the insertion hole of the joint plate portion of the beam receiver, and the joint plate portion is fixed to the column with the bolt, and a fixing pin is fixed to the pin insertion hole of the first beam. Insert the fixing pin into the fixing pin insertion hole of the beam receiver. The first beam is received by the beam receiver, and a bolt for joining the beam that penetrates through the first beam is inserted into the notch of the beam receiver to pass the first beam. Since the joining bolt is inserted into the end face of the mating beam, it is possible to join the wooden pillars and beams having the mating beam by using a plurality of one-slit type beam receivers having the same shape. However, a simple configuration is sufficient.

この発明の他の木造柱・梁の接合構造は、木造建物の柱と、この柱の上端面に下面が固定された木質の柱上梁と、この柱上梁の側面における前記柱の上方に位置する部分に対して端面が突き合わせ状態となる第1の梁と、前記柱上梁に沿い前記第1の梁に対して直角方向に延びて端面が前記第1の梁の側面突き合わせ状態となる合わせ梁とを接合する木造柱・梁の接合構造であって、この発明の前記いずれかの構成の梁受金物における前記接合板部を、前記の柱上梁の側面またはこの側面に設けられた座彫りの底面に沿って配置し、前記立板部を前記第1の梁の端面に設けられた上下方向に延びるスリット内に挿通し、前記梁受金物の接合板部の前記挿通孔に、前記柱上梁に挿通したボルトを挿通させてこのボルトにより前記接合板部を前記柱上梁に固定し、前記第1の梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記梁受金物の前記固定ピン挿通孔に挿通して前記第1の梁を前記梁受金物に受けさせ、前記第1の梁を貫通して進入する合わせ梁接合用のボルトを、前記梁受金物の前記切り欠きに挿通して前記合わせ梁接合用のボルトを前記合わせ梁の端面へ進入させたため、柱上梁とこれに突き合わせられる梁との接合が、1スリットタイプ梁受金物で、合わせ梁の接合用のボルトとの干渉を回避して簡素な構成で行える。   Another connecting structure of a wooden column / beam according to the present invention is as follows: a column of a wooden building, a wooden column beam having a lower surface fixed to the upper end surface of the column, and the column on the side of the column beam. A first beam whose end face is in a butted state with respect to the portion positioned, and a perpendicular face extending along the column beam to the first beam so that the end face is in a side-butting state of the first beam A wooden pillar / beam joining structure for joining a mating beam, wherein the joint plate portion of the beam receiver according to any one of the configurations of the present invention is provided on a side surface of the beam on the column or on this side surface. Arranged along the bottom surface of the seat carving, the vertical plate portion is inserted into a slit extending in the vertical direction provided on the end surface of the first beam, into the insertion hole of the joint plate portion of the beam receiver, A bolt inserted into the beam on the column is inserted and the joining plate portion is The first beam is fixed to the upper beam, the fixing pin is inserted into the pin insertion hole of the first beam, the fixing pin is inserted into the fixing pin insertion hole of the beam receiver, and the first beam is connected to the beam receiver. And a bolt for joining the mating beam entering through the first beam is inserted into the notch of the beam receiver and the bolt for joining the mating beam enters the end surface of the mating beam. Therefore, the connection between the beam on the column and the beam to be abutted against the column beam can be performed with a simple structure by avoiding interference with the bolt for joining the matching beam with a 1-slit beam receiver.

この発明の木造建物の梁受金物の一実施形態を示す斜視図である。It is a perspective view which shows one Embodiment of the beam receiver of the wooden building of this invention. 同梁受金物を用いて柱・梁接合を行う木造建物の架構の一部を示す斜視図である。It is a perspective view which shows a part of frame of the wooden building which joins a pillar and a beam using the beam receiver. 同柱・梁接合構造の一例の分解斜視図である。It is a disassembled perspective view of an example of the column-beam joining structure. 同柱・梁接合構造の他の例の分解斜視図である。It is a disassembled perspective view of the other example of the column-beam joining structure. 図3の同柱・梁接合構造の破断平面図である。It is a fracture | rupture top view of the same pillar and beam junction structure of FIG. (A)は図5におけるVIa−VIa矢視図として示す梁受金物の正面図、(B)は図5におけるVIb−VIb矢視図として示す梁受金物の正面図である。(A) is a front view of the beam metal object shown as VIa-VIa arrow view in FIG. 5, (B) is a front view of the beam metal object shown as VIb-VIb arrow figure in FIG. 図5の柱・梁接合構造での合わせ梁にかかる鉛直荷重の柱への伝達経路を示す破断平面図である。It is a fracture | rupture top view which shows the transmission path | route to the pillar of the vertical load concerning the beam in the pillar-beam joining structure of FIG. 同柱・梁接合構造での合わせ梁にかかる鉛直荷重の柱への伝達経路を示す斜視図である。It is a perspective view which shows the transmission path | route to the pillar of the vertical load concerning the alignment beam in the same pillar and beam junction structure. (A)は実施形態の梁受金物の正面図、(B)は同左側面図、(C)は同右側面図、(D)は同底面図である。(A) is a front view of the beam receiver of the embodiment, (B) is the left side view, (C) is the right side view, and (D) is the bottom view. (A)は同梁受金物を正使いした場合の正面図、(B)は同梁受金物を逆使いした場合の正面図である。(A) is the front view at the time of using the same beam acceptance object, (B) is the front view at the time of using the same beam acceptance object reversely. (A)は実施形態の梁受金物の他の構成例の正面図、(B)は同左側面図、(C)は同右側面図、(D)は同底面図である。(A) is the front view of the other structural example of the beam receiver of embodiment, (B) is the left side view, (C) is the right side view, (D) is the bottom view. (A)は同梁受金物を正使いした場合の正面図、(B)は同梁受金物を逆使いした場合の正面図である。(A) is the front view at the time of using the same beam acceptance object, (B) is the front view at the time of using the same beam acceptance object reversely. (A)は実施形態の梁受金物のさらに他の構成例の正面図、(B)は同左側面図、(C)は同右側面図、(D)は同底面図である。(A) is a front view of still another structural example of the beam receiver of the embodiment, (B) is the left side view, (C) is the right side view, and (D) is the bottom view. (A)は同梁受金物を正使いした場合の正面図、(B)は同梁受金物を逆使いした場合の正面図である。(A) is the front view at the time of using the same beam acceptance object, (B) is the front view at the time of using the same beam acceptance object reversely. (A)は実施形態の梁受金物のさらに他の構成例の正面図、(B)は同左側面図、(C)は同右側面図、(D)は同底面図である。(A) is a front view of still another structural example of the beam receiver of the embodiment, (B) is the left side view, (C) is the right side view, and (D) is the bottom view. (A)は同梁受金物を正使いした場合の正面図、(B)は同梁受金物を逆使いした場合の正面図である。(A) is the front view at the time of using the same beam acceptance object, (B) is the front view at the time of using the same beam acceptance object reversely. 図2の柱・梁接合構造における第2および第4の梁に用いられる梁受金物の配置を示す平面図である。It is a top view which shows arrangement | positioning of the beam receiving material used for the 2nd and 4th beam in the pillar and beam junction structure of FIG. 同梁受金物の柱へのボルトによる固定の説明図である。It is explanatory drawing of the fixation with the volt | bolt to the pillar of the beam receiver. この実施形態の梁受金物により柱上梁に第1の梁を接合した柱・梁接合が可能な木造柱・梁の接合構造の例を示す斜視図である。It is a perspective view which shows the example of the joining structure of the wooden pillar and beam which can join the pillar and beam which joined the 1st beam to the upper beam with the beam receiver of this embodiment. 同木造柱・梁の接合構造の破断平面図である。It is a fracture | rupture top view of the joining structure of the same wooden pillar and beam. この実施形態の梁受金物による接合が可能なさらに他の木造柱・梁の接合構造の例を示す斜視図である。It is a perspective view which shows the example of the joining structure of the other wooden pillar and beam which can be joined by the beam receiver of this embodiment. 同木造柱・梁の接合構造の破断平面図である。It is a fracture | rupture top view of the joining structure of the same wooden pillar and beam. (A)は従来例の破断平面図、(B)は同正面図である。(A) is a fracture | rupture top view of a prior art example, (B) is the same front view. (A)は他の従来例の破断平面図、(B)は同正面図である。(A) is a fracture | rupture top view of another prior art example, (B) is the same front view. 従来例の課題の説明図である。It is explanatory drawing of the subject of a prior art example.

この発明の一実施形態を図1ないし図18と共に説明する。図1はこの発明の木造建物の梁受金物の一実施形態の斜視図を示し、図2はその梁受金物を用いて柱・梁接合を行う木造建物の架構の一部の斜視図を示す。この実施形態の梁受金物1は、図9(A),(B),(C),(D)に、正面図,左側面図,右側面図,および底面図で示すように、立板部2と、この立板部2の基端となる側縁から折れ曲がって立板部2の両側方に延びる接合板部3とでなる。なお、接合板部3は立板部2の一側方にのみ延びる構成としても良い。図10(A)はその梁受金物1の正使いの場合の正面図を示し、図10(B)はその梁受金物1の逆使い(正使いの場合と表裏面を逆にした姿勢)の場合の正面図を示している。なお、逆使いとするのは、複数の梁受金物1を互いに近くに配置する場合に、一部の梁受金物1を逆使いとするとすることで、この梁受金物1に設けられる後述の各孔や切欠の位置が互いにずれ、これらに挿通されるピンやボルトが干渉することが回避できるためである。   An embodiment of the present invention will be described with reference to FIGS. FIG. 1 shows a perspective view of an embodiment of a beam receiver for a wooden building according to the present invention, and FIG. 2 shows a perspective view of a part of a frame of a wooden building that uses the beam receiver to perform column / beam connection. . As shown in FIGS. 9A, 9B, 9C, and 9D, the beam receiver 1 of this embodiment is a vertical plate as shown in a front view, a left side view, a right side view, and a bottom view. The portion 2 and a joining plate portion 3 that is bent from a side edge that is a base end of the standing plate portion 2 and extends to both sides of the standing plate portion 2. The joining plate portion 3 may be configured to extend only to one side of the standing plate portion 2. FIG. 10 (A) shows a front view of the beam receiver 1 in the case of normal use, and FIG. 10 (B) shows the reverse use of the beam receiver 1 (posture in which the front and back sides are reversed). The front view in the case of is shown. Note that the reverse use means that when a plurality of beam receivers 1 are arranged close to each other, a part of the beam receivers 1 is reversely used, and this will be described later. This is because the positions of the holes and the notches are shifted from each other, and interference with pins and bolts inserted through these holes can be avoided.

図2の木造建物の架構の分解斜視図を示す図3のように、梁受金物1の接合板部3は、柱20の一側面に沿って配置される。なお、接合板部3は、図19,図20の例と共に後述するように、柱上梁30Eの側面に沿って配置される場合もある。図3において、梁受金物1の立板部2は、柱20の前記側面に対して突き合わせ状態となる第1の梁30Aの端面に設けられた上下方向に延びるスリット31内に挿入される。なお、図3では、第1の梁30Aに対応する梁受金物1のみを図示したが、第2〜第4の梁30B,30C,30Dにも、これらに対応する同じ構造の梁受金物1が配置される。   As shown in FIG. 3 showing an exploded perspective view of the frame of the wooden building in FIG. 2, the joining plate portion 3 of the beam receiver 1 is arranged along one side surface of the column 20. In addition, the joining board part 3 may be arrange | positioned along the side surface of the column top beam 30E so that it may mention later with the example of FIG. 19, FIG. In FIG. 3, the upright plate portion 2 of the beam receiver 1 is inserted into a slit 31 extending in the vertical direction provided on the end surface of the first beam 30 </ b> A that is in abutting state with the side surface of the column 20. 3 shows only the beam receiver 1 corresponding to the first beam 30A, the beam receiver 1 having the same structure corresponding to the second to fourth beams 30B, 30C, and 30D. Is placed.

また、図3に示した例では、柱20の側面に梁受金物1の接合板部3を沿わせる座彫りを設けずに、梁30A〜30Dの端面に接合板部3を逃がす座彫り32を設けているが、別の構成例を示す図4のように、柱20の側面に座彫り22を設けても良い。なお、図4の例では、第3の梁である合わせ梁30Cの端面が突き合わせ状態となる第1の梁30Aの側面に、合わせ梁30Cに対応する梁受金物1の接合板部3を沿わせる座彫り33を設けている。なお、合わせ梁30Cは、例えば、階高を抑えたいが、撓み制限上で梁成があげられない場合等に用いられる。すなわち、合わせ梁30Cで撓みを抑える。   Moreover, in the example shown in FIG. 3, the seat carving 32 which escapes the joining board part 3 to the end surface of the beams 30A-30D, without providing the seat carving along the joining board part 3 of the beam receiver 1 on the side surface of the column 20 is provided. However, as shown in FIG. 4 showing another configuration example, a seat carving 22 may be provided on the side surface of the pillar 20. In the example of FIG. 4, the joining plate portion 3 of the beam receiver 1 corresponding to the mating beam 30 </ b> C is provided on the side surface of the first beam 30 </ b> A in which the end surface of the mating beam 30 </ b> C that is the third beam is abutted. A seat carving 33 is provided. Note that the mating beam 30C is used, for example, when it is desired to suppress the floor height but the beam formation is not possible due to the bending limitation. That is, bending is suppressed by the mating beam 30C.

梁受金物1の立板部2の先端には、第1の梁30Aの先端に前記スリット31を貫通して設けられた複数のピン挿通孔34に挿通された固定ピン4を挿通させる複数(ここでは6つ)の固定ピン挿通孔5および複数(ここでは2つ)の固定ピン挿通切り欠き6が設けられている。複数のピン挿通孔34およびその並びの上下に位置する上向きおよび下向きの固定ピン挿通切り欠き6は、互いに立板部2の同じ幅方向位置で1列に上下に並べて設けられている。梁30Aに設けられるピン挿通孔34は、第2〜第4の梁30B〜30Dにも設けられる。また、梁受金物1の接合板部3における立板部2の存在する幅方向位置には、柱20と接合する梁受金物取付用のボルト7(図5)を挿通する複数(ここでは4つ)のボルト挿通孔8(図1)が設けられている。さらに、梁受金物1の立板部2には、前記ボルト7の柱20からの突出部分が立板部2と干渉することを回避するための複数(ここでは4つ)の切り欠き9が、立板部2の基端から先端側へ延びて設けられている。この切り欠き9の先端位置は、第1の梁30Aの端部の側面に先端が当接された合わせ梁30Cの端面へ、第1の梁30Aを貫通して進入する合わせ梁接合用のボルト10が貫通可能な位置まで広げられている。具体的には、前記切り欠き9の先端位置は、立板部2の横幅の中央位置よりも先端側とされている。   A plurality of fixing pins 4 inserted through a plurality of pin insertion holes 34 provided at the tip of the first beam 30A through the slit 31 are inserted into the tip of the standing plate portion 2 of the beam receiver 1 ( Here, six fixing pin insertion holes 5 and a plurality (two in this case) of fixing pin insertion notches 6 are provided. The plurality of pin insertion holes 34 and the upward and downward fixed pin insertion notches 6 positioned above and below the row are arranged vertically in one row at the same width direction position of the upright plate portion 2. The pin insertion hole 34 provided in the beam 30A is also provided in the second to fourth beams 30B to 30D. Further, a plurality (four in this case) are inserted through the beam receiving member mounting bolts 7 (FIG. 5) to be joined to the pillars 20 at the position in the width direction where the standing plate portion 2 exists in the joining plate portion 3 of the beam receiving member 1. Bolt insertion hole 8 (FIG. 1). Further, the standing plate portion 2 of the beam receiver 1 has a plurality (four in this case) of notches 9 for preventing the protruding portion of the bolt 7 from the pillar 20 from interfering with the standing plate portion 2. The upright plate portion 2 is provided so as to extend from the proximal end to the distal end side. The end position of the notch 9 is a bolt for joining a mating beam that penetrates the first beam 30A and enters the end surface of the mating beam 30C whose tip is in contact with the side surface of the end of the first beam 30A. 10 is extended to a position where it can penetrate. Specifically, the front end position of the notch 9 is set to the front end side with respect to the center position of the horizontal width of the upright plate portion 2.

さらに、梁受金物1の立板部2における前記切り欠き9の先端付近には、他の梁受金具1と接合する金物相互接合部材11を挿通する複数(ここでは3つ)の相互接合部材挿通孔12が設けられている。金物相互接合部材11として、ここではボルトが用いられるが、ピンであっても良い。   Further, a plurality (three in this case) of interconnecting members are inserted in the vicinity of the tip of the notch 9 in the standing plate portion 2 of the beam receiver 1 and through the metal interconnecting members 11 to be bonded to the other beam brackets 1. An insertion hole 12 is provided. A bolt is used here as the metal interconnection member 11, but a pin may be used.

梁受金物1の接合板部3は、立板部2の基端から折れ曲がって一側方に延びる接合板部主部3aと、前記切り欠き9の形成により生じて接合板部主部3aと同一平面で延びる切り起こし片3bとでなる。このように切り欠き9の形成で生じる切り起こし片3bを接合板部3の一部とすることで、溶接などの接続処理を要することなく、1枚の板から梁受金物1を形成でき、加工が容易である。   The joint plate portion 3 of the beam receiver 1 is formed by forming the joint plate main portion 3a that is bent from the base end of the upright plate portion 2 and extends to one side, and the notch 9 to form the joint plate main portion 3a. It consists of cut and raised pieces 3b extending in the same plane. Thus, by making the cut-and-raised piece 3b generated by the formation of the notch 9 a part of the joining plate portion 3, the beam receiver 1 can be formed from a single plate without requiring connection processing such as welding, Easy to process.

次に、前記梁受金物1を用いて、図2に示す柱・梁接合構造を構築する手順を以下に説明する。図5のように、上記した梁受金物1における接合板部3を、第1の梁30Aの端面が突き合わされる柱20の側面に沿って配置し、接合板部3のボルト挿通孔8に、柱20に挿通した梁受金物取付用のボルト7を挿通させて、このボルト7により接合板部3を柱20に固定する。なお、柱20には、前記ボルト7を挿通させるボルト挿通孔21(図3、図4)が予め設けられている。図4のように、柱20の側面に座彫り22が設けられている場合には、その座彫り22の底面に沿って接合板部3を配置し、その接合板部3をボルト7で固定する。このようにして柱20に固定した梁受金物1の立板部2を、第1の梁30Aの端面に設けられた上下方向に延びるスリット31内に挿入し、この梁30Aのピン挿通孔34に固定ピン4(図3,図4)を挿通し、この固定ピン4を梁受金物1の立板部2の固定ピン挿通孔5に挿通して、第1の梁30Aを梁受金物1に受けさせる。このとき、最下部の固定ピン4は、梁30Aのピン挿通孔34に先に通しておき、その固定ピン4を梁受金物1の固定ピン挿通切り欠き6に載せる。その後、他の固定ピン4を固定ピン挿通孔5する。これより、作業時に梁30Aを作業者が支えておく必要がなくなり、施工性が向上する。   Next, a procedure for constructing the column / beam joint structure shown in FIG. 2 using the beam receiver 1 will be described below. As shown in FIG. 5, the joining plate portion 3 in the beam receiver 1 described above is arranged along the side surface of the column 20 with which the end face of the first beam 30 </ b> A is abutted, and is inserted into the bolt insertion hole 8 of the joining plate portion 3. The beam receiving bolt 7 that is inserted into the column 20 is inserted, and the joining plate portion 3 is fixed to the column 20 with the bolt 7. The column 20 is previously provided with a bolt insertion hole 21 (FIGS. 3 and 4) through which the bolt 7 is inserted. As shown in FIG. 4, when a seat carving 22 is provided on the side surface of the pillar 20, the joining plate portion 3 is arranged along the bottom surface of the seat carving 22, and the joining plate portion 3 is fixed with a bolt 7. To do. The standing plate portion 2 of the beam receiver 1 fixed to the column 20 in this way is inserted into a vertically extending slit 31 provided on the end face of the first beam 30A, and the pin insertion hole 34 of the beam 30A is inserted. The fixing pin 4 (FIGS. 3 and 4) is inserted through the fixing pin 4 and the fixing pin insertion hole 5 of the standing plate portion 2 of the beam receiver 1 is inserted, and the first beam 30A is inserted into the beam receiver 1. Let me. At this time, the lowermost fixing pin 4 is passed through the pin insertion hole 34 of the beam 30 </ b> A first, and the fixing pin 4 is placed on the fixing pin insertion notch 6 of the beam receiver 1. Thereafter, the other fixing pins 4 are inserted into the fixing pin insertion holes 5. This eliminates the need for the operator to support the beam 30A during work, improving workability.

第1の梁30Aに対して直角方向に延びて、前記柱20の他の側面に突き合わせ状態となる第2の梁30Bについても、第1の梁30Aと同様に第2の梁受金物1を介して柱20の側面に接合する。すなわち、第2の梁受金物1における接合板部3を、第2の梁30Bの端面が突き合わされる柱20の側面に沿って配置し、接合板部3のボルト挿通孔8に、柱20に挿通した梁受金物取付用のボルト7を挿通させて、このボルト7により接合板部3を柱20に固定する。このようにして柱20に固定した第2の梁受金物1の立板部2を、第2の梁30Bの端面に設けられた上下方向に延びるスリット31内に挿入し、この梁30Bのピン挿通孔34に固定ピン4(図3,図4)を挿通し、この固定ピン4を第2の梁受金物1の立板部2の固定ピン挿通孔5や固定ピン挿通切り欠き6に挿通して、第2の梁30Bを第2の梁受金物1に受けさせる。   For the second beam 30B that extends in a direction perpendicular to the first beam 30A and is brought into contact with the other side surface of the column 20, the second beam receiver 1 is attached in the same manner as the first beam 30A. It joins to the side of pillar 20 via. That is, the joining plate portion 3 in the second beam receiver 1 is arranged along the side surface of the column 20 with which the end face of the second beam 30B is abutted, and the column 20 is inserted into the bolt insertion hole 8 of the joining plate portion 3. The beam receiving bolt 7 that is inserted through is inserted, and the joining plate portion 3 is fixed to the column 20 by the bolt 7. The standing plate portion 2 of the second beam receiver 1 fixed to the column 20 in this way is inserted into a slit 31 extending in the vertical direction provided on the end face of the second beam 30B, and the pin of the beam 30B is inserted. The fixing pin 4 (FIGS. 3 and 4) is inserted into the insertion hole 34, and the fixing pin 4 is inserted into the fixing pin insertion hole 5 and the fixing pin insertion notch 6 of the upright plate portion 2 of the second beam receiver 1. Then, the second beam 30B is received by the second beam receiver 1.

この第2の梁30Bに重ねて配置されて、端面が前記第1の梁30Aの側面に突き合わせ状態となる第3の梁である合わせ梁30Cについては、第1の梁30Aの側面に固定した第3の梁受金物1に受けさせる。すなわち、第3の梁受金物1における接合板部3を、第1の梁30Aの側面に沿って配置し、第1の梁30Aを貫通して進入する合わせ梁接合用のボルト10を、梁30Aを受ける前記第1の梁受金物1における立板部2の切り欠き9に挿通して合わせ梁30Cの端面へ進入させる。この合わせ梁接合用のボルト10を、第1の梁30Aの側面に配置した第3の梁受金物1における接合板部3のボルト挿通孔8に挿通させて、このボルト10により接合板部3を第1の梁30Aの側面に固定する。なお、第1の梁30Aには、前記ボルト10を挿通させるボルト挿通孔35(図3、図4)が予め設けられている。図4のように、第1の梁30Aの側面に座彫り33が設けられている場合には、その座彫り33の底面に沿って接合板部3を配置し、ボルト10で固定する。このようにして第1の梁30Aの側面に固定した第3の梁受金物1の立板部2を、合わせ梁30Cの端面に設けられた上下方向に延びるスリット31内に挿入し、この梁30Cのピン挿通孔34に固定ピン4を挿通し、この固定ピン4を第3の梁受金物1の立板部2の固定ピン挿通孔5や固定ピン挿通切り欠き6に挿通して、合わせ梁30Cを第3の梁受金物1に受けさせる。なお、図5では、固定ピン4を図示していない。   The mating beam 30C, which is a third beam that is arranged so as to overlap the second beam 30B and whose end face is in contact with the side surface of the first beam 30A, is fixed to the side surface of the first beam 30A. The third beam receiver 1 receives it. That is, the joining plate portion 3 in the third beam receiver 1 is arranged along the side surface of the first beam 30A, and the bolt 10 for joining the joint beam that penetrates through the first beam 30A is used as the beam. The first beam receiver 1 that receives 30A is inserted into the notch 9 of the upright plate portion 2 to enter the end face of the mating beam 30C. The bolt 10 for joining the laminated beams is inserted into the bolt insertion hole 8 of the joining plate portion 3 in the third beam receiver 1 arranged on the side surface of the first beam 30A. Is fixed to the side surface of the first beam 30A. Note that a bolt insertion hole 35 (FIGS. 3 and 4) through which the bolt 10 is inserted is provided in advance in the first beam 30A. As shown in FIG. 4, when the seat carving 33 is provided on the side surface of the first beam 30 </ b> A, the joining plate portion 3 is arranged along the bottom surface of the seat carving 33 and fixed with the bolt 10. In this way, the upright plate portion 2 of the third beam receiver 1 fixed to the side surface of the first beam 30A is inserted into a vertically extending slit 31 provided on the end surface of the mating beam 30C. The fixing pin 4 is inserted into the pin insertion hole 34 of 30C, and this fixing pin 4 is inserted into the fixing pin insertion hole 5 and the fixing pin insertion notch 6 of the upright plate portion 2 of the third beam receiver 1 to be aligned. The third beam receiver 1 receives the beam 30C. In FIG. 5, the fixing pin 4 is not shown.

第2の梁30Bおよび合わせ梁30Cの先端には、上記した金物相互接合部材11を挿通させる複数の相互接合部材挿通孔36が設けられている。この2つの梁30B,30Cの前記相互接合部材挿通孔36に、金物相互接合部材11を挿通し、この金物相互接合部材11をさらに第2および第3の梁受金物1における立板部2の相互接合部材挿通孔12に渡って挿通することで、第2および第3の梁受金物1が接合される。なお、図6(A)は図5におけるVIa−VIa矢視断面図を示し、図6(B)は図5におけるVIb−VIb矢視断面図を示す。   At the tips of the second beam 30B and the mating beam 30C, a plurality of mutual joint member insertion holes 36 through which the above-described hardware mutual joint member 11 is inserted are provided. The metal mutual joint member 11 is inserted into the mutual joint member insertion hole 36 of the two beams 30B and 30C, and the metal mutual joint member 11 is further inserted into the vertical plate portion 2 of the second and third beam receivers 1. The second and third beam receivers 1 are joined by being inserted through the mutual joining member insertion holes 12. 6A shows a sectional view taken along the arrow VIa-VIa in FIG. 5, and FIG. 6B shows a sectional view taken along the arrow VIb-VIb in FIG.

このように構成した柱・梁接合構造では、合わせ梁30Cにかかる鉛直荷重は、図7および図8に矢印で示す伝達経路で柱20に伝達される。すなわち、合わせ梁30Cに入った鉛直荷重は、金物相互接合部材11を通じて、直接柱20に取り合う第2の梁受金物1に伝達される。これとは別に、合わせ梁30Cを受ける第3の梁受金物1から、第1の梁30Aを受ける第1の梁受金物1を通じても、鉛直荷重を柱20に伝達することができ、荷重の伝達効率が向上する。   In the column / beam joint structure configured as described above, the vertical load applied to the mating beam 30C is transmitted to the column 20 through the transmission path indicated by the arrows in FIGS. That is, the vertical load that has entered the mating beam 30 </ b> C is transmitted to the second beam receiver 1 that directly contacts the column 20 through the metal interconnection member 11. Separately from this, the vertical load can be transmitted to the column 20 from the third beam receiver 1 receiving the mating beam 30C through the first beam receiver 1 receiving the first beam 30A. Transmission efficiency is improved.

また、この梁受金物1によると、梁30Aのスリット31に挿入される立板部2と柱20に固定する接合板部3とを有し、柱20へ接合するボルト7が立板部2と干渉することを回避する切り欠き9を前記立板部2に設けたため、1スリットタイプでありながら、柱20への接合用のボルト7の干渉が回避できる。また、この切り欠き9の先端位置を、合わせ梁30Cの接合用のボルト10が貫通可能な位置まで広げたため、合わせ梁30Cの接合用ボルト10との干渉も回避できる。しかも、柱20への接合用のボルト7の干渉を回避するための切り欠き9の先端位置を広げただけで、合わせ梁30Cの接合用のボルト10との干渉も回避でき、前記切り欠き9を2種のボルト7,10の干渉回避に兼用できる。そのため、それぞれのボルト7,10に対する専用の干渉回避部分を形成する必要がなく、梁受金物1が簡素な構成となる。切り欠き9の先端位置を広げたことに伴い、その切り欠き9をボルト締め作業に利用できて、図18と共に後述するように、ボルト7の締め付け用の工具種類の選択や、締め付け方法の選択の自由度も高まる。   Moreover, according to this beam receiver 1, it has the standing board part 2 inserted in the slit 31 of the beam 30A, and the joining board part 3 fixed to the pillar 20, and the volt | bolt 7 joined to the pillar 20 is the standing board part 2. Since the notch 9 for avoiding interference with the vertical plate portion 2 is provided in the vertical plate portion 2, interference of the bolt 7 for joining to the column 20 can be avoided even though it is a single slit type. Moreover, since the front end position of the notch 9 is expanded to a position where the bolt 10 for joining the mating beam 30C can penetrate, interference with the joining bolt 10 of the mating beam 30C can be avoided. Moreover, the interference with the joining bolt 10 of the mating beam 30C can be avoided only by widening the tip position of the notch 9 for avoiding the interference of the joining bolt 7 to the column 20, and the notch 9 can be avoided. Can be used to avoid interference between the two bolts 7 and 10. Therefore, it is not necessary to form a dedicated interference avoidance portion for each of the bolts 7 and 10, and the beam receiver 1 has a simple configuration. As the tip end of the notch 9 is widened, the notch 9 can be used for bolt tightening work. As will be described later with reference to FIG. 18, selection of a tool type for tightening the bolt 7 and selection of a tightening method. The degree of freedom increases.

図11(A),(B),(C),(D)は、前記梁受金物1の他の構成例の正面図,左側面図,右側面図,および底面図を示す。この構成例では、ボルト挿通孔8および切り欠き9がそれぞれ1つとされ、固定ピン挿通孔5は一つ、固定ピン挿通切り欠き6は上下の2つとされており、相互接合部材挿通孔12は省略されている。図12(A)はその梁受金物1の正使いの場合の正面図を示し、図12(B)はその梁受金物1の逆使いの場合の正面図を示している。   11 (A), (B), (C), and (D) show a front view, a left side view, a right side view, and a bottom view of another configuration example of the beam receiver 1. In this configuration example, there are one bolt insertion hole 8 and one notch 9, one fixed pin insertion hole 5, one fixed pin insertion notch 6, and two upper and lower parts. It is omitted. FIG. 12A shows a front view of the beam receiver 1 in the case of normal use, and FIG. 12B shows a front view of the beam receiver 1 in the case of reverse use.

図13(A),(B),(C),(D)は、前記梁受金物1のさらに他の構成例の正面図,左側面図,右側面図,および底面図を示す。この構成例では、ボルト挿通孔8および切り欠き9がそれぞれ3つ、固定ピン挿通孔5が4つ、固定ピン挿通切り欠き6が2つとされており、相互接合部材挿通孔12は省略されている。図14(A)はその梁受金物1の正使いの場合の正面図を示し、図14(B)はその梁受金物1の逆使いの場合の正面図を示している。   FIGS. 13A, 13 </ b> B, 13 </ b> C, and 13 </ b> D are a front view, a left side view, a right side view, and a bottom view of still another configuration example of the beam receiver 1. In this configuration example, there are three bolt insertion holes 8 and three notches 9, four fixed pin insertion holes 5, and two fixed pin insertion notches 6, and the mutual joining member insertion holes 12 are omitted. Yes. FIG. 14A shows a front view in the case of normal use of the beam receiver 1, and FIG. 14B shows a front view in the case of reverse use of the beam receiver 1.

図15(A),(B),(C),(D)は、前記梁受金物1のさらに他の構成例の正面図,左側面図,右側面図,および底面図を示す。この構成例では、ボルト挿通孔8および切り欠き9がそれぞれ2つ、固定ピン挿通孔5および固定ピン挿通切り欠き6がそれぞれ2つとされており、さらに2つの相互接合部材挿通孔12が設けられている。図16(A)はその梁受金物1の正使いの場合の正面図を示し、図16(B)はその梁受金物1の逆使いの場合の正面図を示している。   FIGS. 15A, 15 </ b> B, 15 </ b> C, and 15 </ b> D are a front view, a left side view, a right side view, and a bottom view of still another configuration example of the beam receiver 1. In this configuration example, there are two bolt insertion holes 8 and two notches 9, two fixing pin insertion holes 5 and two fixing pin insertion notches 6, respectively, and two further interconnecting member insertion holes 12 are provided. ing. FIG. 16A shows a front view in the case of normal use of the beam receiver 1, and FIG. 16B shows a front view in the case of reverse use of the beam receiver 1.

図5では、図2〜図4における第4の梁30Dが無い場合の接合構造を示したので、第2の梁30Bを受ける第2の梁受金物1を柱20の側面に固定するのに、梁受金物取付用のボルト7を、第2の梁30Bの配置側とは反対側から柱20に設けたボルト挿通孔21に挿通させた。しかし、第4の梁30Dも柱20の側面に接合する場合には、図17に示すように、柱20を挟んで直線上に並ぶ第2の梁30Bと第4の梁30Dを受ける第2および第4の梁受金物1は、柱20の互いに背面合わせとなる側面に固定されることになる。この場合、ここで用いられる梁受金物1は、接合板部3の各ボルト挿通孔8に対応して、立板部2にその基端から先端側に延びる切り欠き9が設けられているので、図18に示すように梁受金物取付用のボルト7として片引きボルトを使用することにより、柱20における梁受金物1の配置側から、立板部2と干渉することなく接合板部3のボルト挿通孔8にボルト7を挿入して接合板部3を柱20の側面に固定することができる。ボルト7の締付けにおいては、ボルト7の頭部にユニバーサルジョイント40を取付け、インパクトで施工することができる。   In FIG. 5, the joint structure in the case where the fourth beam 30 </ b> D in FIGS. 2 to 4 is not provided is shown. Therefore, the second beam receiver 1 that receives the second beam 30 </ b> B is fixed to the side surface of the column 20. The bolt 7 for attaching the beam receiver was inserted into the bolt insertion hole 21 provided in the column 20 from the side opposite to the arrangement side of the second beam 30B. However, when the fourth beam 30D is also joined to the side surface of the column 20, as shown in FIG. 17, the second beam 30B and the fourth beam 30D arranged on a straight line across the column 20 are received. The fourth beam receiver 1 is fixed to the side surfaces of the pillars 20 that are back to back. In this case, since the beam receiver 1 used here corresponds to each bolt insertion hole 8 of the joint plate portion 3, the notch 9 extending from the proximal end to the distal end side is provided on the standing plate portion 2. As shown in FIG. 18, by using a single pulling bolt as the bolt 7 for attaching the beam receiver, the connecting plate portion 3 is not interfered with the standing plate portion 2 from the arrangement side of the beam receiver 1 in the column 20. The bolt 7 can be inserted into the bolt insertion hole 8 to fix the joining plate portion 3 to the side surface of the column 20. In tightening the bolt 7, the universal joint 40 can be attached to the head of the bolt 7 and installed by impact.

このように、上記構成の梁受金物1によると、木造建物の柱20の側面に接合される梁30Aと、その梁30Aの側面に先端を突き合わせて接合される合わせ梁30Cとを備える木造柱・梁の接合を、同一の1スリットタイプの梁受金物1を複数用いて行うことができる。   As described above, according to the beam receiver 1 having the above-described configuration, the wooden column including the beam 30A joined to the side surface of the column 20 of the wooden building and the mating beam 30C joined to the side surface of the beam 30A with its tip abutted. The beam can be joined using a plurality of the same 1-slit beam receivers 1.

なお、この実施形態では、柱20を挟んで互いに直角方向に延びる第1および第2の梁30A,30Bのほか、第2の梁30Bに重ねて配置され端面が第1の梁30Aの側面に突き合わせ状態となる合わせ梁30Cを接合する場合の柱・梁接合構造について示した。しかし、上記梁受金物1を用いた柱・梁接合構造は、これに限らず他の接合構造にも適用できる。その例を以下に説明する。   In this embodiment, in addition to the first and second beams 30A and 30B extending in a direction perpendicular to each other with the column 20 interposed therebetween, the end surface is disposed on the side surface of the first beam 30A. The column / beam joint structure in the case of joining the mating beams 30C to be in a butted state is shown. However, the column / beam joint structure using the beam receiver 1 is not limited to this and can be applied to other joint structures. An example of this will be described below.

図19,図20は、さらに他の実施形態に係る木造柱・梁の接合構造を示す。この例は木造建物の木質の柱20の上端面に木質の柱上梁30Eを固定し、この柱上梁30Eに対して第1の梁30Aを梁受金物1で固定した例を示す。図1〜図5と共に説明した例とは、第1の梁30Aを柱20に接合するか、柱上梁30Eに接合するかの点の他は同様であり、一応説明するが、対応部分は同一符号を付して説明を省略する場合がある。合わせ梁30Cは柱上梁30Eに沿って配置される。柱20の上端面へ柱上梁30Eを固定する構造は、いずれの構造であっても良く、ここでは説明を省略する。この例では2個の梁受金物1を用いるが、この梁受金物1は、上記いずれの構成のものであっても良い。   19 and 20 show a wooden column / beam joint structure according to still another embodiment. In this example, a wooden column beam 30E is fixed to the upper end surface of a wooden column 20 of a wooden building, and the first beam 30A is fixed to the column beam 30E with a beam receiver 1. The example described with reference to FIGS. 1 to 5 is the same except that the first beam 30A is bonded to the column 20 or the column beam 30E. In some cases, the same reference numerals are given and description thereof is omitted. The alignment beam 30C is disposed along the columnar beam 30E. The structure for fixing the column upper beam 30E to the upper end surface of the column 20 may be any structure, and the description thereof is omitted here. In this example, two beam receivers 1 are used. However, the beam receiver 1 may have any of the above-described configurations.

柱上梁30Eと第1の梁30Aとの接合については、梁受金物1における接合板部3を柱上梁30Eの側面に沿って配置する。なお、柱上梁30Eの側面に座彫り(図示せず)を設けて底面に沿って配置しても良い。立板部2を第1の梁30Aの端面に設けられた上下方向に延びるスリット31内に挿通する。梁受金物1の接合板部3の挿通孔8(図1)に、柱上梁30Eに挿通したボルト7(図20)を挿通させ、このボルト7により接合板部3を柱上梁30Eに固定する。第1の梁30Aのピン挿通孔34に固定ピン4を挿通し、この固定ピン4を梁受金物1の固定ピン挿通孔5に挿通して第1の梁30Aを梁受金物1に受けさせる。   For joining the column beam 30E and the first beam 30A, the joining plate portion 3 in the beam receiver 1 is arranged along the side surface of the column beam 30E. Note that a seat carving (not shown) may be provided on the side surface of the columnar beam 30E and disposed along the bottom surface. The upright plate portion 2 is inserted into a slit 31 provided on the end face of the first beam 30A and extending in the vertical direction. A bolt 7 (FIG. 20) inserted through the column beam 30E is inserted into the insertion hole 8 (FIG. 1) of the joining plate portion 3 of the beam receiver 1, and the joining plate portion 3 is inserted into the column beam 30E by this bolt 7. Fix it. The fixing pin 4 is inserted into the pin insertion hole 34 of the first beam 30A, and the fixing pin 4 is inserted into the fixing pin insertion hole 5 of the beam receiver 1 so that the first beam 30A is received by the beam receiver 1. .

合わせ梁30Cは柱上梁30Eに沿って配置し、他の梁受金物1によって第1の梁30Aに接合する。この場合に、第1の梁30Aを貫通して進入する合わせ梁接合用のボルト10は、柱上梁30Eに対して第1の梁30Aを固定する梁受金物1の切り欠き9(図1)に挿通して、合わせ梁30Cの端面へ進入させ、前記他の梁受金物1に固定する。   The alignment beam 30C is arranged along the column beam 30E, and is joined to the first beam 30A by another beam receiver 1. In this case, the bolt 10 for joining the mating beams that penetrates through the first beam 30A is notched 9 (see FIG. 1) of the beam receiver 1 that fixes the first beam 30A to the column beam 30E. ) To enter the end face of the mating beam 30 </ b> C and fixed to the other beam receiver 1.

このように、柱上梁30Eに第1の梁30Aを接合する場合も、1スリットタイプ梁受金物1で、合わせ梁30Cの接合用のボルト10との干渉を回避し、簡素な構成で行うことができる。   Thus, even when the first beam 30A is joined to the column beam 30E, the one-slit beam receiver 1 avoids interference with the joining bolt 10 of the mating beam 30C, and is performed with a simple configuration. be able to.

図21,図22は、前記接合金物1を利用する造柱・梁の接合構造の応用例を示す。この例は、木質の柱20と、この柱20の上に木質の柱上梁30E′を設け、この柱上梁30E′に対して直角方向に延びて柱上梁30E′の側面に端面が突き合わせ状態となる直交側の梁30Fを設け、かつ合わせ梁30Gを設けた木造柱・梁の接合構造である。これら直交側の梁30Fおよび合わせ梁30Gは、いずれも、一端の端面が柱上梁30E′に突き合わせ状態とされ、図1または前記いずれかの実施形態に係る梁受金物1で柱上梁30E′に接合される。直交側の梁30Fおよび合わせ梁30Gの下方には、前記柱20とその隣の柱20Aとの間で、耐力壁45が設けられている。耐力壁45は、例えば合板等からなる。耐力壁45の柱20と反対側の端部には、別の柱20′が設けられている。   FIG. 21 and FIG. 22 show an application example of a column / beam joint structure using the joint hardware 1. In this example, a wooden column 20 and a wooden column beam 30E ′ are provided on the column 20 and extend in a direction perpendicular to the column beam 30E ′ and have end faces on the side surfaces of the column beam 30E ′. This is a wooden column / beam joint structure in which a beam 30F on the orthogonal side in a butted state is provided, and a beam 30G is provided. Each of the orthogonal beam 30F and the mating beam 30G has an end face at one end abutted against the column beam 30E ′, and the beam receiver 1 according to FIG. 1 or any one of the embodiments described above has the column beam 30E. It is joined to ′. A bearing wall 45 is provided below the beam 30F and the mating beam 30G on the orthogonal side between the column 20 and the adjacent column 20A. The bearing wall 45 is made of, for example, plywood. Another column 20 ′ is provided at the end of the bearing wall 45 opposite to the column 20.

各梁受金物1は、その接合板部3(図1)を、柱上梁30E′の側面またはこの側面に設けられた座彫りの底面に沿って配置し、直交側の梁30Fおよび合わせ梁30Gの端面に設けられた上下方向に延びるスリット31内に挿通する。また、接合板部3の前記ボルト挿通孔8(図1)に、柱上梁30Eに挿通したボルト10を挿通させてこのボルト10により接合板部3を柱上梁30E′に固定する。直交側の梁30Fおよび合わせ梁30Gには、ピン挿通孔34が設けられ、このピン挿通孔34と梁受金物1の固定ピン挿通孔5とに渡って固定ピン4を挿通し、これら直交側の梁30Fおよび合わせ梁30Gを梁受金物1に受けさせる。   Each beam receiver 1 has its joint plate portion 3 (FIG. 1) arranged along the side surface of the column beam 30E ′ or the bottom surface of the seat carving provided on this side surface, and the beam 30F on the orthogonal side and the mating beam. It passes through a slit 31 extending in the vertical direction provided on the end face of 30G. Further, the bolt 10 inserted through the column beam 30E is inserted into the bolt insertion hole 8 (FIG. 1) of the bonding plate portion 3, and the bonding plate portion 3 is fixed to the column beam 30E ′ by this bolt 10. The beam 30F and the mating beam 30G on the orthogonal side are provided with pin insertion holes 34. The fixing pins 4 are inserted through the pin insertion holes 34 and the fixed pin insertion holes 5 of the beam receiver 1, and these orthogonal sides are inserted. The beam receiver 1 receives the beams 30F and 30G.

また、直交側の梁30Fおよび合わせ梁30Gには、合わせ梁接合用のボルト10を挿通するボルト挿通孔35が設けられ、これら2本の梁30F,30Gと、各梁受金物1の立板部2に設けられた相互接合部材挿通孔12とに渡ってピンからなる金物相互接合部材11を挿通し、2つの梁受金物1,1を相互に接合する。   The beam 30F and the mating beam 30G on the orthogonal side are provided with bolt insertion holes 35 through which the bolts 10 for joining the mating beams are inserted. The two beams 30F and 30G and the standing plate of each beam receiver 1 are provided. The metal beam joint member 11 made of a pin is inserted through the mutual joint member insertion hole 12 provided in the portion 2 to join the two beam receivers 1 and 1 to each other.

このように、上記実施形態の梁受金物1は、柱上梁30Eとこれに突き合わせられる直交側の梁30Fおよび合わせ梁30Gの接合にも利用することができる。   Thus, the beam receiver 1 of the above embodiment can also be used for joining the column beam 30E to the orthogonal beam 30F and the mating beam 30G to be abutted against the column beam 30E.

以上のように、この発明の各実施形態により、次の効果を得ることができる。
・ 梁受金物1の柱20への固定において、梁受金物取付用のボルト7として片引きボルトを挿入できるので、柱20の互いに背面合わせとなる両側面に梁受金物1を固定する場合でも、無理なく固定することができる。この場合に、ユニバーサルジョイント40を用いてボルト・ナットを取り付けることができるので、施工が簡単になる。
・ 梁受金物1における立板部2の切り欠き9の大きさをコントロールすることで、地震時に金属部分である立板部2を変形させて潰すことができる。したがって、木部である梁で破壊させるよりも性状が安定する。
・ 施工現場などへ梁受金物1を搬入するとき、梁受金物1を重ねやすいので、梱包が小さくて済む。
・ 同一構面に壁線を2つ設けることができ、少ない壁長で効率良く有効な耐力壁を形成できる。
・ 鉛直荷重を受けるために梁せいが上がる場合、合わせ梁を使うことで、建物の階高を抑えることができ、コストダウンできる。
・ 合わせ梁30Cの場合に、梁端部同士を接続することができるので、梁端部にかかる鉛直せん断力を効率良く柱20に伝達できる。
As described above, according to each embodiment of the present invention, the following effects can be obtained.
-When the beam receiver 1 is fixed to the pillar 20, a single pulling bolt can be inserted as the bolt 7 for attaching the beam receiver, so even when the beam receiver 1 is fixed to both side surfaces of the pillar 20 that are aligned with each other on the back surface. Can be fixed without difficulty. In this case, since the bolt and nut can be attached using the universal joint 40, the construction is simplified.
-By controlling the size of the notch 9 of the standing plate portion 2 in the beam receiver 1, the standing plate portion 2 that is a metal portion can be deformed and crushed during an earthquake. Therefore, the property is more stable than the destruction by the beam that is the xylem.
-When carrying the beam receiver 1 to a construction site or the like, the beam receiver 1 can be easily stacked, so the packaging can be small.
-Two wall wires can be provided on the same construction surface, and an effective bearing wall can be formed efficiently with a small wall length.
・ If the beam rises to receive a vertical load, the use of laminated beams can reduce the floor height of the building and reduce costs.
In the case of the mating beam 30C, the beam ends can be connected to each other, so that the vertical shearing force applied to the beam ends can be efficiently transmitted to the column 20.

1…梁受金物
2…立板部
3…接合板部
3a…接合板部主部
3b…切り起こし片
4…固定ピン
5…固定ピン挿通孔
6…固定ピン挿通切り欠き
7…梁受金物取付用のボルト
8…ボルト挿通孔
9…切り欠き
10…合わせ梁接合用のボルト
11…金物相互接合部材
12…相互接合部材挿通孔
20…柱
22…座彫り
30A…第1の梁
30B…第2の梁
30C…合わせ梁
30E…柱上梁
31…スリット
33…合わせ梁の座彫り
34…ピン挿通孔
DESCRIPTION OF SYMBOLS 1 ... Beam receiving object 2 ... Standing plate part 3 ... Joining plate part 3a ... Joining plate part main part 3b ... Cut and raised piece 4 ... Fixed pin 5 ... Fixed pin insertion hole 6 ... Fixed pin insertion notch 7 ... Beam receiving object attachment Bolts 8 ... Bolt insertion holes 9 ... Notches 10 ... Bolts 11 for joining beams ... Metal joint members 12 ... Mutual joint members insertion holes 20 ... Pillars 22 ... Seat carvings 30A ... First beams 30B ... Second Beam 30C ... Beam 30E ... Beam on column 31 ... Slit 33 ... Seat carving 34 of beam ... Pin insertion hole

Claims (7)

立板部と、この立板部の基端となる側縁から折れ曲がって前記立板部の両側方または一側方に延びる接合板部とでなり、前記接合板部が、木造建物の柱およびこの柱上の柱上梁のいずれかの側面またはこの側面に設けられた座彫りの底面に沿って配置され、前記立板部が、前記柱または前記柱上梁の前記側面に対して突き合わせ状態となる第1の梁の端面に設けられた上下方向に延びるスリット内に挿入される梁受金物であって、
前記立板部の先端に、前記第1の梁の先端に前記スリットを貫通して設けられたピン挿通孔に挿通された固定ピンを挿通させる固定ピン挿通孔および固定ピン挿通切り欠きのいずれか一方または両方を有し、
前記接合板部における前記立板部の存在する幅方向位置に、前記柱と接合するボルトを挿通する梁受金物取付用のボルトの挿通孔を設けると共に、
このボルトの突出部分が前記立板部と干渉することを回避する切り欠きを、前記立板部に基端から先端側へ延びて設け、
この切り欠きの先端位置を、前記第1の梁の端部の側面に先端が当接された合わせ梁の端面へ前記第1の梁を貫通して進入する合わせ梁接合用のボルトが貫通可能な位置まで広げたことを特徴とする、
木造建物の梁受金物。
A standing plate portion, and a joining plate portion that is bent from a side edge serving as a base end of the standing plate portion and extends to both sides or one side of the standing plate portion, and the joining plate portion includes a pillar of a wooden building and Arranged along any side surface of the column beam on the column or the bottom surface of the seat carving provided on the side surface, and the standing plate portion is in contact with the side surface of the column or the column beam A beam receiver inserted in a slit extending in the vertical direction provided on the end face of the first beam,
One of a fixed pin insertion hole and a fixed pin insertion notch for inserting a fixing pin inserted through a pin insertion hole provided through the slit at the tip of the first beam at the tip of the standing plate portion Have one or both,
At the position in the width direction where the upright plate portion is present in the joint plate portion, an insertion hole for a bolt for attaching a beam receiver for inserting a bolt to be joined to the column is provided, and
A notch that prevents the protruding portion of the bolt from interfering with the standing plate portion is provided extending from the base end to the leading end side in the standing plate portion,
The end position of the notch can be penetrated by a bolt for joining a mating beam that penetrates the first beam and enters the end surface of the mating beam whose tip is in contact with the side surface of the end of the first beam. It is characterized by expanding to a position,
Beam receipt for wooden buildings.
請求項1において、前記切り欠きの先端は、前記立板部の横幅の中央位置よりも先端側である木造建物の梁受金物。   2. A beam receiving object for a wooden building according to claim 1, wherein a front end of the notch is a front end side with respect to a central position of a lateral width of the upright plate portion. 請求項1または請求項2において、前記立板部における前記切り欠きの先端付近に、他の梁受金物と接合する金物相互接合部材を挿通する相互接合部材挿通孔を設けた木造建物の梁受金物。   3. The beam receiver for a wooden building according to claim 1 or 2, wherein an interconnecting member insertion hole is provided in the vicinity of the tip of the notch in the upright plate portion so as to insert a hardware interconnecting member to be connected to another beam receiver. hardware. 請求項1ないし請求項3のいずれか1項において、前記接合板部は、前記立板部の基端から折れ曲がって一側方に延びる接合板部主部と、前記切り欠きの形成により生じて前記接合板部主部と同一平面で延びる切り起こし片とでなる木造建物の梁受金物。   In any 1 item | term of the Claims 1 thru | or 3, The said joining board part arises by formation of the joining board part main part which bends from the base end of the said standing board part, and extends to one side, and the said notch. A beam receiver for a wooden building, which is composed of cut-and-raised pieces extending in the same plane as the main part of the joint plate. 木造建物の木質の柱と、この柱の前記側面に対して端面が突き合わせ状態となる第1の梁と、この第1の梁に対して直角方向に延びて前記柱の側面に隣合う側面に端面が突き合わせ状態となる合わせ梁とを接合する木造柱・梁の接合構造であって、
請求項1ないし請求項4のいずれか1項に記載の梁受金物における前記接合板部を、前記の柱の側面またはこの側面に設けられた座彫りの底面に沿って配置し、前記立板部を前記第1の梁の端面に設けられた上下方向に延びるスリット内に挿通し、
前記梁受金物の接合板部の前記挿通孔に、前記柱に挿通したボルトを挿通させてこのボルトにより前記接合板部を前記柱に固定し、
前記第1の梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記梁受金物の前記固定ピン挿通孔に挿通して前記第1の梁を前記梁受金物に受けさせ、
前記第1の梁を貫通して進入する合わせ梁接合用のボルトを、前記梁受金物の前記切り欠きに挿通して前記合わせ梁接合用のボルトを前記合わせ梁の端面へ進入させた、
木造柱・梁の接合構造。
A wooden column of a wooden building, a first beam whose end face is in contact with the side surface of the column, and a side surface extending perpendicularly to the first beam and adjacent to the side surface of the column It is a wooden pillar / beam joint structure that joins the mating beams whose end faces are butted together.
The said plate part in the beam receiver of any one of Claim 1 thru | or 4 is arrange | positioned along the side face of the said pillar, or the bottom face of the seat carving provided in this side face, The said standing board Part is inserted into a slit extending in the vertical direction provided on the end face of the first beam,
The bolt inserted into the pillar is inserted into the insertion hole of the joint plate portion of the beam receiver, and the joint plate portion is fixed to the pillar with this bolt,
A fixing pin is inserted into the pin insertion hole of the first beam, the fixing pin is inserted into the fixing pin insertion hole of the beam receiver, and the first beam is received by the beam receiver;
The bolt for joining the beam that penetrates through the first beam is inserted into the notch of the beam receiver, and the bolt for joining the beam is entered into the end surface of the beam.
Joint structure of wooden columns and beams.
請求項5において、前記梁受金物の他に、請求項3記載の梁受金物と同一形状の第2および第3の梁受金物を用い、
第2の梁受金物は、前記柱の第2の梁側を向く側面またはこの側面に設けられた座彫りの底面に沿って配置し、第2の梁受金物の立板部を第2の梁の端面に設けられた上下方向に延びるスリット内に挿入し、第2の梁受金物の接合板部の挿通孔に、前記柱に挿通したボルトを挿通させてこのボルトにより第2の梁受金物の接合板部を前記柱に固定し、前記第2の梁の前記固定ピン挿通孔に固定ピンを挿通しこの固定ピンを前記第2の梁受金物の固定ピン挿通孔および固定ピン挿通切り欠きのいずれか一方または両方に挿通して前記第2の梁を前記梁受金物に受けさせ、
第3の梁受金物は、第1の梁の第2の梁側を向く側面またはこの側面に設けられた座彫りの底面に沿って配置し、第3の梁受金物の立板部を前記合わせ梁の端面に設けられた上下方向に延びるスリット内に挿入し、第3の梁受金物の接合板部の挿通孔に、前記第1の梁に挿通したボルトを挿通させてこのボルトにより第3の梁受金物の接合板部を前記第1の梁に固定し、前記合わせ梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記第3の梁受金物の前記固定ピン挿通孔および固定ピン挿通切り欠きのいずれか一方または両方に挿通して前記合わせ梁を前記第3の梁受金物に受けさせ、
前記第2の梁受金物の相互接合部材挿通孔と第3の梁受金物の相互接合部材挿通孔とに渡って金物相互接合部材を挿通させた、
木造柱・梁の接合構造。
In claim 5, in addition to the beam receiver, second and third beam receivers having the same shape as the beam receiver according to claim 3,
The second beam receiver is arranged along a side surface of the column facing the second beam side or a bottom surface of the face carving provided on the side surface, and the second beam receiver is provided with the second plate receiving portion. It is inserted into a slit extending in the vertical direction provided on the end face of the beam, and a bolt inserted into the column is inserted into the insertion hole of the joint plate portion of the second beam receiving object. The metal plate is fixed to the column, the fixing pin is inserted into the fixing pin insertion hole of the second beam, and the fixing pin is inserted into the fixing pin insertion hole and the fixing pin insertion cut of the second beam receiver. Inserted into one or both of the notches, the second beam is received by the beam receiver,
The third beam receiver is disposed along a side surface of the first beam facing the second beam side or a bottom surface of the face carving provided on the side surface, and the standing plate portion of the third beam receiver is disposed on the side surface. It is inserted into a slit extending in the vertical direction provided on the end face of the mating beam, and the bolt inserted into the first beam is inserted into the insertion hole of the joining plate portion of the third beam receiver, and this bolt is used to 3 is fixed to the first beam, a fixing pin is inserted into the pin insertion hole of the mating beam, and the fixing pin is inserted into the fixing pin insertion hole of the third beam receiving object. And the fixed beam insertion notch is inserted into one or both, and the third beam is received by the third beam receiver,
The metal interconnecting member was inserted across the interconnecting member insertion hole of the second beam receiver and the interconnecting member insertion hole of the third beam receiver,
Joint structure of wooden columns and beams.
木造建物の柱と、この柱の上端面に下面が固定された木質の柱上梁と、この柱上梁の側面における前記柱の上方に位置する部分に対して端面が突き合わせ状態となる第1の梁と、前記柱上梁に沿い前記第1の梁に対して直角方向に延びて端面が前記第1の梁の側面突き合わせ状態となる合わせ梁とを接合する木造柱・梁の接合構造であって、
請求項1ないし請求項4のいずれか1項に記載の梁受金物における前記接合板部を、前記の柱上梁の側面またはこの側面に設けられた座彫りの底面に沿って配置し、前記立板部を前記第1の梁の端面に設けられた上下方向に延びるスリット内に挿通し、
前記梁受金物の接合板部の前記挿通孔に、前記柱上梁に挿通したボルトを挿通させてこのボルトにより前記接合板部を前記柱上梁に固定し、
前記第1の梁の前記ピン挿通孔に固定ピンを挿通しこの固定ピンを前記梁受金物の前記固定ピン挿通孔に挿通して前記第1の梁を前記梁受金物に受けさせ、
前記第1の梁を貫通して進入する合わせ梁接合用のボルトを、前記梁受金物の前記切り欠きに挿通して前記合わせ梁接合用のボルトを前記合わせ梁の端面へ進入させた、
木造柱・梁の接合構造。
A column of a wooden building, a wooden column beam whose lower surface is fixed to the upper end surface of the column, and a first end whose end surface is in contact with a portion of the side surface of the column beam located above the column And a wooden column / beam joint structure that joins the beam and a mating beam that extends in a direction perpendicular to the first beam along the upper beam and whose end face is in a side-to-side contact state of the first beam. There,
The joint plate portion in the beam receiver according to any one of claims 1 to 4 is disposed along a side surface of the column beam or a bottom surface of a seat carved provided on the side surface, Insert the upright plate portion into a slit extending in the vertical direction provided on the end face of the first beam,
The bolt inserted through the column beam is inserted into the insertion hole of the joint plate portion of the beam receiver, and the joint plate portion is fixed to the column beam by this bolt,
A fixing pin is inserted into the pin insertion hole of the first beam, the fixing pin is inserted into the fixing pin insertion hole of the beam receiver, and the first beam is received by the beam receiver;
The bolt for joining the beam that penetrates through the first beam is inserted into the notch of the beam receiver, and the bolt for joining the beam is entered into the end surface of the beam.
Joint structure of wooden columns and beams.
JP2011220686A 2011-10-05 2011-10-05 Beam receiving materials for wooden buildings and joint structures of wooden columns and beams Active JP5889589B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021055402A (en) * 2019-09-30 2021-04-08 大和ハウス工業株式会社 Pin joint structure and metal plate used for pin joint structure
JP2023043580A (en) * 2021-09-16 2023-03-29 株式会社タツミ Joint fitting for construction

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10140660A (en) * 1996-11-15 1998-05-26 Uesuto:Kk Framework device for wooden building
JP2010047996A (en) * 2008-08-22 2010-03-04 Mokken Giken Kk Framework connector for wooden building

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH10140660A (en) * 1996-11-15 1998-05-26 Uesuto:Kk Framework device for wooden building
JP2010047996A (en) * 2008-08-22 2010-03-04 Mokken Giken Kk Framework connector for wooden building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021055402A (en) * 2019-09-30 2021-04-08 大和ハウス工業株式会社 Pin joint structure and metal plate used for pin joint structure
JP7373962B2 (en) 2019-09-30 2023-11-06 大和ハウス工業株式会社 Pin joint structure and metal plate used in this pin joint structure
JP2023043580A (en) * 2021-09-16 2023-03-29 株式会社タツミ Joint fitting for construction
JP7348670B2 (en) 2021-09-16 2023-09-21 株式会社タツミ Architectural fittings

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