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JP5241425B2 - Wooden frame joint structure and joint hardware - Google Patents

Wooden frame joint structure and joint hardware Download PDF

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Publication number
JP5241425B2
JP5241425B2 JP2008269674A JP2008269674A JP5241425B2 JP 5241425 B2 JP5241425 B2 JP 5241425B2 JP 2008269674 A JP2008269674 A JP 2008269674A JP 2008269674 A JP2008269674 A JP 2008269674A JP 5241425 B2 JP5241425 B2 JP 5241425B2
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joint
horizontal member
vertical plane
fixing
axis
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JP2010095968A (en
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伸一 濱田
唯一 宍戸
龍二 山口
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Nippon Steel Corp
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Nippon Steel Corp
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Description

本発明は木造軸組の接合構造および接合金物に関し、主として軽量溝形鋼または軽量H形鋼などの軽量鉄骨材からなる胴差しや梁などの横架材と木造の柱または梁とを接合する際に適用される。   BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining structure and joining hardware of a wooden frame, and joins a horizontal member such as a girder or a beam mainly made of a lightweight steel frame such as lightweight grooved steel or lightweight H-shaped steel and a wooden column or beam. When applied.

木造の建物においても、広い開口や部屋を必要とする場合などには鉄骨ばりが用いられ、木造建築の場合、特に胴差しや梁などの横架材には主として軽量溝形鋼や軽量H形鋼などの鉄骨材が用いられる。   Even in wooden buildings, steel beams are used when a large opening or room is required, and in the case of wooden construction, lightweight girder steel or lightweight H-shaped mainly for horizontal members such as torso and beams. Steel frames such as steel are used.

例えば、図10〜図14はその一例を示し、図10(a),(b)は、軽量溝形鋼を鉄骨ばりとする木造軸組を示し、軽量溝形鋼からなる2本の鉄骨ばり10,10が木造の柱11,11間に架け渡され、その両端部は柱11,11の両側に柱11を挟みこむように添え付けられ、そして柱11,11に複数のボルト12によって接合されている。   For example, FIGS. 10 to 14 show an example, and FIGS. 10 (a) and 10 (b) show a wooden frame using light-duty steel as a steel beam, and two steel beams made of light-duty steel. 10 and 10 are spanned between wooden pillars 11 and 11, and both ends thereof are attached to both sides of the pillars 11 and 11 so as to sandwich the pillar 11, and are joined to the pillars 11 and 11 by a plurality of bolts 12. ing.

また、図11〜図14は、軽量H形鋼を鉄骨ばりとする木造の軸組を示し、鉄骨ばり10は木造の柱11,11間に架け渡され、その両端部は柱11,11間の対向する側面部にT型金物13、L型金物14、あるいはコの字型金物15によってそれぞれ接合されている。   Moreover, FIGS. 11-14 shows the wooden frame | frame which uses lightweight H-shaped steel as a steel beam, the steel beam 10 is spanned between the wooden pillars 11 and 11, and the both ends are between the pillars 11 and 11. FIG. Are joined by T-shaped metal piece 13, L-shaped metal piece 14, or U-shaped metal piece 15, respectively.

T型金物13は、図11に図示するように、フランジ13aを柱11,11間の対向する側面部に複数のボルトでボルト止めすることにより柱11の側面部に取り付けられ、鉄骨ばり10の端部は当該鉄骨ばり10のウェブ10aの端部をT型金物13のウェブ13bに複数のボルトでボルト止めすることによりT型金物13に接合されている。   As shown in FIG. 11, the T-shaped hardware 13 is attached to the side surface portion of the column 11 by bolting the flange 13 a to the side surface portion between the columns 11, 11 with a plurality of bolts. The end is joined to the T-shaped metal 13 by bolting the end of the web 10a of the steel beam 10 to the web 13b of the T-shaped metal 13 with a plurality of bolts.

また、T型金物13を柱11に取り付ける方法として、図12(a),(b)に図示するように、T型金物13のウェブ13bに切り欠き13cを設け、この切り欠き13c内においてフランジ13aを柱11の側面部にボルト止めすることも行なわれている。   Further, as a method of attaching the T-shaped hardware 13 to the pillar 11, as shown in FIGS. 12A and 12B, a notch 13c is provided in the web 13b of the T-shaped hardware 13, and a flange is formed in the notch 13c. The bolting of 13a to the side surface of the pillar 11 is also performed.

L型金物14は、図13(a)に図示するように、一方のフランジ14aを柱11,11間の対向する側面部に複数のボルトでボルト止めすることにより柱11の側面部に取り付けられ、鉄骨ばり10の端部は当該鉄骨ばり10のウェブ10bの端部をL型金物14の他方のフランジ14bに複数のボルトでボルト止めすることによりL型金物14に接合されている。   As shown in FIG. 13A, the L-shaped metal piece 14 is attached to the side surface portion of the column 11 by bolting one flange 14 a to the opposite side surface portion between the columns 11, 11 with a plurality of bolts. The end of the steel beam 10 is joined to the L-shaped metal piece 14 by bolting the end of the web 10b of the steel beam 10 to the other flange 14b of the L-shaped metal piece 14 with a plurality of bolts.

さらに、コの字型金物15は、図14(a),(b)に図示するように、フランジ15aを柱11,11間の対向する側面部に複数のボルトでボルト止めすることにより柱11の側面部に取り付けられ、鉄骨ばり10の端部は当該鉄骨ばり10のウェブ10aの端部をコの字型金物15のウェブ15b,15bの一方に複数の接合ボルトでボルト止めすることによりコの字型金物15に接合されている。
特開2000−1992273号公報 特開2002−13201号公報 特開2004−169443号公報
Further, as shown in FIGS. 14A and 14B, the U-shaped metal piece 15 is fixed to the column 11 by bolting the flange 15 a to the opposing side surface between the columns 11, 11 with a plurality of bolts. The end of the steel beam 10 is bolted to the end of the web 10a of the steel beam 10 with one of the webs 15b, 15b of the U-shaped hardware 15 with a plurality of joint bolts. It is joined to the U-shaped metal fitting 15.
JP 2000-192273 A Japanese Patent Laid-Open No. 2002-13201 JP 2004-169443 A

しかし、図10(a),(b)に図示する接合構造の場合、柱芯と梁芯は一致するもの
の、鉄骨ばりとして設置された2本の軽量溝形鋼の間に、柱の断面寸法分の隙間(空間)ができるため、鉄骨ばりの上に床材を設置して居室の床とした場合、2本の軽量溝形鋼の挙動が同一でないために居住者に不快な感じを与えるおそれがあり、居室の床ばりとして適用しにくいという問題があった。
However, in the case of the joint structure shown in FIGS. 10 (a) and 10 (b), although the column core and the beam core match, the cross-sectional dimension of the column is between two lightweight channel steels installed as steel beams. Since there is a gap (space) for minutes, when flooring is installed on a steel beam to make the floor of a living room, the behavior of the two lightweight channel steels is not the same, giving the residents an unpleasant feeling There was a problem that it was difficult to apply as a flooring of a living room.

また、図11に図示する接合構造の場合は、鉄骨ばりと柱を双方の軸芯が一致するように接合できるものの、T型金物のフランジを柱の側面部にウェブの両側でボルト止めするため、ボルトの本数が多くなり、その分手間とコストが嵩むという問題があった。   In the case of the joining structure shown in FIG. 11, the steel beam and the column can be joined so that their axial centers coincide with each other, but the flange of the T-shaped hardware is bolted to the side of the column on both sides of the web. There is a problem that the number of bolts increases, and the labor and cost increase accordingly.

また、図12(a),(b)に図示する接合構造の場合は、T型金物を柱にボルト止めするボルトの本数を節約でき、しかも偏芯の問題も解消できるものの、T型金物のウェブを一部切り欠くことにより断面欠損によるT型金物の強度低下を免れないという問題があり、これを補うために金物の板厚を厚くする必要があった。   In the case of the joining structure shown in FIGS. 12 (a) and 12 (b), the number of bolts for bolting the T-shaped metal piece to the column can be saved and the problem of eccentricity can be solved. There is a problem that a reduction in strength of the T-shaped metal part due to a cross-sectional defect is unavoidable by partially cutting the web, and it is necessary to increase the thickness of the metal part in order to compensate for this.

また、図13(a),(b)に図示する接合構造の場合は、接合金物を柱にボルト止めするためのボルトの位置と柱および鉄骨ばりの軸芯を一致させることができず、偏芯の問題を解消できないという課題があった。   Further, in the case of the joint structure shown in FIGS. 13A and 13B, the position of the bolt for bolting the joint hardware to the pillar cannot be matched with the axis of the pillar and the steel beam. There was a problem that the core problem could not be solved.

そして、図14(a),(b)に図示する軸組構造の場合は、コの字型金物でH形鋼の鉄骨ばりを柱に接合するには、2枚あるウェブの一方が無駄になるだけでなく、柱と鉄骨ばりを接合する際の邪魔になるおそれもあった。   In the case of the shaft structure shown in FIGS. 14A and 14B, one of the two webs is useless to join the steel beam of the H-shaped steel to the column with a U-shaped metal piece. In addition to this, there was a risk of interfering with joining the pillar and the steel beam.

本発明は、以上の課題を解決するためになされたもので、木造の柱に軽量形鋼からなる鉄骨ばり等の横架材を容易に接合できる木造軸組の接合構造および接合金物を提供することを目的とする。   The present invention has been made in order to solve the above-described problems, and provides a joining structure of a wooden frame and a joining hardware capable of easily joining a horizontal member such as a steel beam made of lightweight steel to a wooden pillar. For the purpose.

本発明によれば、鉄骨ばりと軸組材とを接合する接合金物が軸組材間の対向する側面部にボルト止めされた固定部と、横架材の端部にボルト止めされた接合部と、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記横架材の軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほほ軸芯を通る鉛直面の面外に形成されていることにより、接合金物を軸組材にボルト止めするボルトの位置と横架材のほぼ軸芯を同一鉛直面内に位置させて横架材と軸組材とを接合することができ、これにより接合部における偏芯の問題を解消することができる。   According to the present invention, a metal fitting that joins a steel beam and a shaft assembly is bolted to the opposite side surface between the shaft assemblies, and a joint is bolted to the end of the horizontal member. And an arm portion that connects the fixing portion and the joint portion, and the fixing portion is bolted to a side surface portion of the shaft assembly within a vertical plane passing through the axis of the horizontal member, The portion is formed in a vertical plane passing through substantially the center of the bolting portion of the fixing portion and the axis of the horizontal member, and the arm portion is substantially the center of the bolting portion of the fixing portion and the horizontal member. As a result of being formed out of the vertical plane that passes through the shaft core, the position of the bolt that bolts the joint hardware to the shaft assembly and the axis of the horizontal member are positioned in the same vertical plane. The frame and the shaft assembly can be joined, which eliminates the problem of eccentricity at the joint. Can.

また、前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されていることにより、接合金物の固定部を軸組材の側面部にボルト止めする際、腕部が障害になってボルトの締め付けが困難になることもなく、接合金物を軸組材の側面部に容易にボルト止めすることができる等の効果がある。   In addition, the arm portion is formed outside the vertical plane that passes through substantially the center of the bolting portion of the fixing portion and the axis of the horizontal member. When bolting to the side surface, there is an effect that it is possible to easily bolt the joint metal to the side surface portion of the shaft assembly without the arm portion becoming an obstacle and tightening the bolt.

また特に、請求項2記載の発明によれば、接合金物の固定部は柱および横架材の軸芯を通る鉛直面内で前記柱の側面部にボルト止めされ、かつ接合部は前記固定部のボルト止め部のほぼ中心、前記横架材の軸芯、さらに前記柱の軸芯を通る鉛直面内に形成されていることにより、接合金物を柱にボルト止めするボルトの位置と横架材および柱の軸芯の三者を同一鉛直面内に位置させて横架材と柱とを接合することができる。   In particular, according to the second aspect of the present invention, the fixed portion of the joint hardware is bolted to the side surface portion of the column within a vertical plane passing through the axis of the column and the horizontal member, and the joint portion is the fixed portion. The position of the bolt for bolting the joint hardware to the column and the horizontal member by being formed in the vertical plane passing through the substantially center of the bolting portion of the shaft, the axis of the horizontal member, and further passing through the axis of the column In addition, the horizontal member and the column can be joined by positioning the three of the column cores in the same vertical plane.

さらに、接合金物の固定部、接合部および腕部は鋼板のプレス加工や曲げ加工、あるいは鋳造などによって容易に形成することができる。   Furthermore, the fixed part, the joint part, and the arm part of the joint hardware can be easily formed by pressing, bending, or casting of a steel plate.

請求項1記載の木造軸組の接合構造は、鉄骨材からなる横架材と木造の軸組材と当該軸組材間の対向する側面部に前記横架材の端部を接合する接合金物とからなる木造軸組の接合構造であって、前記接合金物は、前記軸組材間の対向する側面部にボルト止めされた固定部と、前記横架材の端部にボルト止めされた接合部と、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記横架材のほぼ軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とするものである。   The joining structure of the wooden frame of Claim 1 is the joining metal object which joins the edge part of the said horizontal member to the side part which the horizontal member which consists of a steel frame material, a wooden shaft member, and the said shaft member opposite. A joint structure of a wooden frame comprising: a fixed part bolted to opposite side surfaces between the frame members, and a bolted joint to an end of the horizontal member Part, and an arm part that connects the fixing part and the joint part, the fixing part is bolted to the side part of the shaft assembly in a vertical plane passing through substantially the axis of the horizontal member, The joint portion is formed in a vertical plane that passes through substantially the center of the bolting portion of the fixing portion and the axis of the horizontal member, and the arm portion is substantially in the center of the bolting portion of the fixing portion and the lateral side. It is characterized in that it is formed outside the vertical plane passing through the axial center of the frame.

請求項1記載の木造軸組の接合構造は、鉄骨材からなる横架材と木造の軸組材と当該軸組材間の対向する側面部に前記横架材の端部を接合する接合金物とからなる木造軸組の接合構造であって、前記接合金物は、前記軸組材間の対向する側面部にボルト止めされた固定部と、前記横架材の端部にボルト止めされた接合部と、前記固定部の片側の縁端部に突設され、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記横架材のほぼ軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とするものである。 The joining structure of the wooden frame of Claim 1 is the joining metal object which joins the edge part of the said horizontal member to the side part which the horizontal member which consists of a steel frame material, a wooden shaft member, and the said shaft member opposite. A joint structure of a wooden frame comprising: a fixed part bolted to opposite side surfaces between the frame members, and a bolted joint to an end of the horizontal member And an arm that projects from an edge of one side of the fixed part and connects the fixed part and the joint, and the fixed part is a vertical plane that passes substantially through the axis of the horizontal member. And is joined to the side surface portion of the shaft assembly material, and the joint portion is formed in a vertical plane passing through substantially the center of the bolting portion of the fixing portion and substantially the axis of the horizontal member, and the arm portion. Is formed out of the plane of the vertical plane that passes through substantially the center of the bolting portion of the fixed portion and substantially the axial center of the horizontal member. And it is characterized in and.

本発明は、軽量H形鋼などの軽量鉄骨材からなる鉄骨ばり等の横架材と木造の柱や梁などの軸組材とを、特別な工具を用いず、適正量のボルト数量とソケットレンチ等の一般的な工具によって接合できるようにして現場作業の工数削減と施工の省力化等を可能にしたものであるThe present invention uses an appropriate amount of bolts and sockets for a horizontal member such as a steel beam made of a lightweight steel frame such as lightweight H-shaped steel and a shaft member such as a wooden column or beam without using a special tool. allowed to be joined by common tools such as a wrench it is obtained by allowing labor saving, etc. construction and reducing man-hours of field operations.

本発明によれば、鉄骨ばりと軸組材とを接合する接合金物が軸組材間の対向する側面部にボルト止めされた固定部と、横架材の端部にボルト止めされた接合部と、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記横架材の軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほほ軸芯を通る鉛直面の面外に形成されていることにより、接合金物を軸組材にボルト止めするボルトの位置と横架材のほぼ軸芯を同一鉛直面内に位置させて横架材と軸組材とを接合することができる。   According to the present invention, a metal fitting that joins a steel beam and a shaft assembly is bolted to the opposite side surface between the shaft assemblies, and a joint is bolted to the end of the horizontal member. And an arm portion that connects the fixing portion and the joint portion, and the fixing portion is bolted to a side surface portion of the shaft assembly within a vertical plane passing through the axis of the horizontal member, The portion is formed in a vertical plane passing through substantially the center of the bolting portion of the fixing portion and the axis of the horizontal member, and the arm portion is substantially the center of the bolting portion of the fixing portion and the horizontal member. As a result of being formed out of the vertical plane that passes through the shaft core, the position of the bolt that bolts the joint hardware to the shaft assembly and the axis of the horizontal member are positioned in the same vertical plane. The frame material and the shaft assembly material can be joined.

また、前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されていることにより、接合金物の固定部を軸組材の側面部にボルト止めする際、腕部が障害になってボルトの締め付けが困難になることもなく、接合金物を軸組材の側面部に容易にボルト止めすることができる。   In addition, the arm portion is formed outside the vertical plane that passes through substantially the center of the bolting portion of the fixing portion and the axis of the horizontal member. When the bolt is fastened to the side face, the arm part becomes an obstacle and it is difficult to fasten the bolt, and the joining hardware can be easily bolted to the side face of the shaft assembly.

請求項2記載の木造軸組の接合構造は、請求項1記載の木造軸組の接合構造において、軸組材は木造の柱であり、接合金物は、前記柱間の対向する側面部にボルト止めされた固定部と、前記横架材の端部にボルト止めされた接合部と、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記柱および横架材のほぼ軸芯を通る鉛直面内で前記柱の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心、前記柱および横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心、前記柱および横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とするものである。   The joining structure of the wooden framework according to claim 2 is the joining structure of the wooden framework according to claim 1, wherein the framework material is a wooden column, and the joint hardware is bolted to the side surfaces facing each other between the columns. A fixed portion that is fixed, a joint portion that is bolted to an end of the horizontal member, and an arm portion that connects the fixed portion and the joint portion, and the fixed portion includes the column and the horizontal member. The bolt is fastened to the side surface of the column within a vertical plane that substantially passes through the shaft center, and the joint is in the vertical plane that passes through the substantially center of the bolt fastening portion of the fixed portion and the shaft and the horizontal member. And the arm portion is formed out of the vertical plane passing through substantially the center of the bolting portion of the fixing portion, and substantially the axial center of the column and the horizontal member. .

請求項2記載の木造軸組の接合構造は、請求項1記載の木造軸組の接合構造において、軸組材は木造の柱であり、接合金物は、前記柱間の対向する側面部にボルト止めされた固定部と、前記横架材の端部にボルト止めされた接合部と、前記固定部の片側の縁端部に突設され、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記柱および横架材のほぼ軸芯を通る鉛直面内で前記柱の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心、前記柱および横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心、前記柱および横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とするものである。 The joining structure of the wooden framework according to claim 2 is the joining structure of the wooden framework according to claim 1, wherein the framework material is a wooden column, and the joint hardware is bolted to the side surfaces facing each other between the columns. A fixed portion that is fixed, a joint portion that is bolted to an end portion of the horizontal member, and an arm portion that protrudes from an edge portion on one side of the fixed portion and connects the fixed portion and the joint portion. The fixing portion is bolted to a side surface portion of the column in a vertical plane passing through substantially the axial center of the column and the horizontal member, and the joining portion is approximately the center of the bolting portion of the fixing portion, A surface of a vertical plane that is formed in a vertical plane that substantially passes through the axial center of the column and the horizontal member, and that the arm portion is substantially at the center of the bolting portion of the fixed portion, and that substantially passes through the axial center of the column and the horizontal member. It is formed outside.

また、柱と横架材とを接合する接合金物を柱にボルト止めするボルトの位置(ボルト止
め部)のほぼ中心と横架材のほぼ軸芯、さらに柱の軸芯の三者が同一鉛直面内に位置する
ように、横架材と柱とを接合できるようにして偏芯の問題を解消したものである。
In addition, the center of the bolt that fastens the metal fitting that joins the column and the horizontal member to the column (bolt fixing part), the horizontal axis of the horizontal member, and the axis of the column, and the three axes of the column are the same vertical. The problem of eccentricity is solved by allowing the horizontal member and the column to be joined so as to be located in the plane.

本発明によれば、鉄骨ばりと柱を接合する接合金物が柱間の対向する側面部にボルト止めされた固定部と、横架材の端部にボルト止めされた接合部と、前記固定部と接合部とを連結する腕部とから形成され、特に前記固定部は前記柱および横架材の軸芯を通る鉛直面内で前記柱の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心、前記横架材の軸芯、さらに前記柱の軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心、前記横架材の軸芯、さらに前記柱の軸芯を通る鉛直面の面外に形成されていることにより、接合金物を柱にボルト止めするボルトの位置と横架材および柱の軸芯の三者を同一鉛直面内に位置させて横架材と柱とを接合することができる。   According to the present invention, the metal fitting that joins the steel beam and the column is bolted to the side surface facing between the columns, the joint portion bolted to the end of the horizontal member, and the fixing unit And the arm part connecting the joint part, and in particular, the fixing part is bolted to the side part of the pillar in a vertical plane passing through the axis of the pillar and the horizontal member, and the joint part is fixed. Formed in a vertical plane passing through the center of the bolting portion of the portion, the axis of the horizontal member, and the axis of the column, and the arm portion is substantially the center of the bolting portion of the fixing portion. By forming the shaft core of the frame and the vertical plane passing through the axis of the column, the position of the bolt for bolting the joint metal to the column, the horizontal frame and the axis of the column Can be positioned in the same vertical plane to join the horizontal member and the column.

また、腕部は前記固定部のボルト止め部のほぼ中心、前記横架材の軸芯、さらに前記柱の軸芯を通る鉛直面の面外に形成されていることにより、接合金物の固定部を柱の側面部にボルト止めする際、腕部が障害になってボルトの締め付けが困難になることもなく、接合金物を柱の側面部に容易にボルト止めすることができる。   Further, the arm part is formed outside the plane of the vertical plane passing through the substantially center of the bolting part of the fixing part, the axis of the horizontal member, and the axis of the column. When the bolt is bolted to the side surface of the column, it is possible to easily bolt the joint metal to the side surface of the column without obstructing the arm portion and making it difficult to tighten the bolt.

なお、図14の軸組構造と比較すると、強度面で若干劣るとも考えられるが、特に床組構造として考えた場合、横架材の上には床材が取り付けられることもあるので、強度面での問題は実質的にない。   In addition, it may be slightly inferior in terms of strength compared with the shaft assembly structure of FIG. 14, but particularly when considered as a floor assembly structure, a floor material may be attached on a horizontal member, There is virtually no problem.

請求項3記載の木造軸組の接合構造は、請求項1または2記載の木造軸組の接合構造において、鉄骨材には、軽量H形鋼または複数の軽量溝形鋼を背中合わせに抱き合せて形成された形鋼が用いられていることを特徴とするものである。   The joining structure of the wooden frame according to claim 3 is the joining structure of the wooden framework according to claim 1 or 2, wherein the steel frame material is formed by tying light H-shaped steel or a plurality of lightweight groove-shaped steels back to back. The formed shape steel is used.

請求項4記載の木造軸組の接合金物は、鉄骨材からなる横架材と木造の軸組材とを接合する木造軸組の接合金物であって、前記軸組材間の対向する側面部にボルト止めされる固定部と、前記横架材の端部にボルト止めされる接合部と、前記固定部と接合部とを連結する腕部とからなり、前記固定部には前記横架材のほぼ軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めするためのボルト孔が形成され、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とするものである。   The wooden frame joint metal fitting according to claim 4 is a wooden frame joint metal member for joining a horizontal member made of steel and a wooden shaft member, and the side surface portions facing each other between the shaft members. A fixing portion that is bolted to an end of the horizontal member, a joint portion that is bolted to an end portion of the horizontal member, and an arm portion that connects the fixing portion and the bonding portion. Bolt holes for bolting to the side portions of the shaft assembly are formed in a vertical plane that passes through substantially the axis of the shaft, and the joint portion is substantially the center of the bolting portion of the fixed portion and the horizontal member. It is formed in a vertical plane passing through the axis, and the arm portion is formed substantially at the center of the bolting portion of the fixed portion and outside the vertical plane passing through the axis of the horizontal member. It is what.

請求項4記載の木造軸組の接合金物は、鉄骨材からなる横架材と木造の軸組材とを接合する木造軸組の接合金物であって、前記軸組材間の対向する側面部にボルト止めされる固定部と、前記横架材の端部にボルト止めされる接合部と、前記固定部の片側の縁端部に突設され、前記固定部と接合部とを連結する腕部とからなり、前記固定部には前記横架材のほぼ軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めするためのボルト孔が形成され、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とするものである。 The wooden frame joint metal fitting according to claim 4 is a wooden frame joint metal member for joining a horizontal member made of steel and a wooden shaft member, and the side surface portions facing each other between the shaft members. A fixing portion that is bolted to the fixing member, a joint portion that is bolted to an end portion of the horizontal member, and an arm that protrudes from an edge portion on one side of the fixing portion and connects the fixing portion and the bonding portion. The fixing portion is formed with a bolt hole for bolting to the side surface portion of the shaft assembly within a vertical plane passing through substantially the axial center of the horizontal member, and the joint portion is the fixing portion. The bolt is formed in a vertical plane that passes through substantially the center of the bolting portion and substantially the axis of the horizontal member, and the arm portion is substantially at the center of the bolting portion of the fixing portion and substantially the axis of the horizontal member. It is characterized by being formed out of the plane of the passing vertical plane.

なお、接合金物の固定部、接合部および腕部は、鋼板の折曲げ加工のほかに、プレス加工や鋳造などによっても一体的に形成することができる。   In addition, the fixing | fixed part of a metal fitting, a junction part, and an arm part can be integrally formed by press work, casting, etc. besides the bending process of a steel plate.

図1〜図9は、本発明の一実施形態を示し、図において、木造の柱1,1間に軽量形鋼からなる鉄骨ばり2が架け渡され、その両端部は柱1,1間の対向する側面部1a,1aに接合金物3によってそれぞれ接合されている。   1 to 9 show an embodiment of the present invention. In the figure, a steel beam 2 made of lightweight steel is bridged between wooden columns 1 and 1, and both ends thereof are between the columns 1 and 1. The opposing side surface portions 1a and 1a are respectively joined by the joint hardware 3.

図1(a)は、軽量H形鋼からなる鉄骨ばりが用いられている例を示し、図1(b)は
、2本の軽量溝形鋼を背中合わせに抱き合わせて形成された鉄骨ばりが用いられている例を示したものである。
FIG. 1 (a) shows an example in which a steel beam made of lightweight H-section steel is used, and FIG. 1 (b) uses a steel beam formed by tying two lightweight groove-shaped steels back to back. An example is shown.

接合金物3は、柱1,1の対向する側面部1aに複数のボルト4によってボルト止めされた固定部3aと鉄骨ばり2のウェブ2aに複数のボルト5によってボルト止めされた接合部3bと固定部3aと接合部3bとの間に形成された腕部3cとから図面上平面ほぼ逆7の字型に形成されている。   The metal fitting 3 is fixed to a fixing portion 3a bolted to the opposite side surface portions 1a of the columns 1 and 1 by a plurality of bolts 4 and a bonding portion 3b bolted to the web 2a of the steel beam 2 by a plurality of bolts 5. From the arm part 3c formed between the part 3a and the joint part 3b, it is formed in a substantially reverse 7 shape on the drawing.

固定部3aは、柱1,1間の対向する側面部1aに密着するように柱1の軸直角方向と平行な平板状に形成されている。   The fixed portion 3a is formed in a flat plate shape parallel to the direction perpendicular to the axis of the column 1 so as to be in close contact with the opposing side surface portion 1a between the columns 1 and 1.

接合部3bは鉄骨ばり2端部のウェブ2aの側面に密着するように鉄骨ばり2の軸方向と平行な平板状に形成されている。また、接合部3bは柱1および鉄骨ばり2のほぼ軸芯を通る鉛直面内に形成されている。   The joint 3b is formed in a flat plate shape parallel to the axial direction of the steel beam 2 so as to be in close contact with the side surface of the web 2a at the end of the steel beam 2. Further, the joint 3 b is formed in a vertical plane that passes substantially through the axial center of the column 1 and the steel beam 2.

そして、腕部3cは固定部3aの片側の縁端部に突設され、鉄骨ばり2の軸方向に所定長延長され、かつ柱1および鉄骨ばり2のほぼ軸芯を通る鉛直面の面外側に変形した平板状に形成されている。   The arm portion 3c protrudes from the edge portion on one side of the fixed portion 3a, extends a predetermined length in the axial direction of the steel beam 2, and is out of the vertical plane passing through substantially the axial center of the column 1 and the steel beam 2. It is formed in a flat plate shape deformed to.

なお、腕部3cが柱1および鉄骨ばり2の軸芯を通る鉛直面の外側に変形して形成されていることで、固定部3aと接合部3bとの間に一定の空間部aが形成され、また、接合部3bと腕部3cの下端側に切り欠き部bが形成されていることで、ボルト4および5の締め付けを容易に行うことができる。   The arm 3c is deformed and formed outside the vertical plane passing through the axis of the pillar 1 and the steel beam 2 so that a fixed space a is formed between the fixed portion 3a and the joint 3b. In addition, the bolts 4 and 5 can be easily tightened by forming the cutout portion b on the lower end side of the joint portion 3b and the arm portion 3c.

また、固定部3aには複数のボルト孔3dが形成されている。ボルト孔3dは柱1および鉄骨ばり2のほぼ軸芯を通る鉛直面内に所定間隔おきに形成されている。接合部3bには複数のボルト孔3eが上下方向に所定間隔おきに形成されている。   A plurality of bolt holes 3d are formed in the fixing portion 3a. The bolt holes 3d are formed at predetermined intervals in a vertical plane that passes through substantially the axis of the pillar 1 and the steel beam 2. A plurality of bolt holes 3e are formed in the joint portion 3b at predetermined intervals in the vertical direction.

図3(a),(b)は、本発明の他の実施形態を示し、図において、木造の梁6,6間に軽量H形鋼からなる鉄骨ばり2が架け渡され、その両端部は梁6,6間の対向する側面部6a,6aに接合金物3によってそれぞれ接合されている。   3 (a) and 3 (b) show another embodiment of the present invention. In the figure, a steel beam 2 made of lightweight H-shaped steel is bridged between wooden beams 6 and 6, and both ends thereof are shown in FIG. The opposite side surfaces 6a and 6a between the beams 6 and 6 are joined by the joint hardware 3 respectively.

接合金物3は、梁6,6の対向する側面部6aに複数のボルト4によってボルト止めされた固定部3aと鉄骨ばり2のウェブ2aに複数のボルト5によってボルト止めされた接合部3bと固定部3aと接合部3bとの間に形成された腕部3cとから図面上平面ほぼ逆7の字型に形成されている。   The metal joint 3 is fixed to a fixing portion 3a bolted to the opposite side surface portions 6a of the beams 6 and 6 by a plurality of bolts 4 and to a joint portion 3b bolted to the web 2a of the steel beam 2 by a plurality of bolts 5. From the arm part 3c formed between the part 3a and the joint part 3b, it is formed in a substantially reverse 7 shape on the drawing.

固定部3aは、梁6,6間の対向する側面部6aに密着するように梁6の軸方向と平行な平板状に形成されている。   The fixed portion 3 a is formed in a flat plate shape parallel to the axial direction of the beam 6 so as to be in close contact with the side surface portion 6 a facing each other between the beams 6 and 6.

接合部3bは鉄骨ばり2端部のウェブ2aの側面に密着するように鉄骨ばり2の軸方向と平行な平板状に形成されている。また、接合部3bは鉄骨ばり2のほぼ軸芯を通る鉛直面内に形成されている。   The joint 3b is formed in a flat plate shape parallel to the axial direction of the steel beam 2 so as to be in close contact with the side surface of the web 2a at the end of the steel beam 2. Further, the joint portion 3b is formed in a vertical plane that passes substantially through the axial center of the steel beam 2.

そして、腕部3cは固定部3aの片側の縁端部に突設され、鉄骨ばり2の軸方向に所定長延長され、かつ鉄骨ばり2のほぼ軸芯を通る鉛直面の面外側に変形した平板状に形成されている。   And the arm part 3c is protrudingly provided by the edge part of the one side of the fixing | fixed part 3a, was extended predetermined length in the axial direction of the steel beam 2, and was deform | transformed into the surface outer side of the perpendicular surface which passes along the axial center of the steel beam 2. It is formed in a flat plate shape.

なお、腕部3cが鉄骨ばり2の軸芯を通る鉛直面の外側に変形して形成されていることで、固定部3aと接合部3bとの間に空間部aが形成されていることで、ボルト4および
5の締め付けを容易に行うことができる。
In addition, by the arm part 3c being deformed and formed outside the vertical plane passing through the axis of the steel beam 2, the space part a is formed between the fixed part 3a and the joint part 3b. The bolts 4 and 5 can be easily tightened.

また、固定部3aには複数のボルト孔3dが形成されている。ボルト孔3dは鉄骨ばり2のほぼ軸芯を通る鉛直面内に所定間隔おきに形成されている。接合部3bには複数のボルト孔3eが上下方向に所定間隔おきに形成されている。   A plurality of bolt holes 3d are formed in the fixing portion 3a. The bolt holes 3d are formed at predetermined intervals in a vertical plane passing through the axial center of the steel beam 2. A plurality of bolt holes 3e are formed in the joint portion 3b at predetermined intervals in the vertical direction.

図4〜図9は接合金物の一例を示し、その形状はいずれも基本的に同一であり、柱1,1間の対向する側面部1aにボルト止めされる固定部3aと、鉄骨ばり2端部のウェブ2aにボルト止めされる接合部3bと、固定部3aと接合部3bとを連結する腕部3cとから形成されている。   FIGS. 4 to 9 show an example of a metal joint, the shapes of which are basically the same, and a fixing portion 3a bolted to the opposite side surface portion 1a between the columns 1 and 1, and an end of the steel beam 2 It is formed from a joint part 3b that is bolted to the web 2a of the part, and an arm part 3c that connects the fixed part 3a and the joint part 3b.

また、固定部3aの柱1のほぼ軸芯を通る鉛直面内にボルト孔3dが形成され、接合部3bは柱1および横架材2の軸芯を通る鉛直面内に形成され、さらに腕部3cは柱1および鉄骨ばり2の軸芯を通る鉛直面の面外に形成されている。さらに、接合部3bに複数のボルト孔3eが形成されている。   Further, a bolt hole 3d is formed in a vertical plane that passes through substantially the axis of the column 1 of the fixed portion 3a, and a joint 3b is formed in the vertical plane that passes through the axis of the column 1 and the horizontal member 2, and further The portion 3 c is formed outside the vertical plane passing through the axis of the pillar 1 and the steel beam 2. Furthermore, a plurality of bolt holes 3e are formed in the joint portion 3b.

そして、接合金物3の大きさに応じて、ボルト孔3dおよび3eの大きさと位置が異なっている。   And according to the magnitude | size of the joining metal fitting 3, the magnitude | size and position of the bolt holes 3d and 3e differ.

このように形成された接合金物3は、図2に図示するように、柱1,1間の対向する側面部1aに固定部3aを当該固定部3aのボルト孔3dを貫通する複数のボルト4によってボルト止めすることにより柱1の側面部1aに取り付けられている。   As shown in FIG. 2, the joint metal 3 formed in this way includes a plurality of bolts 4 penetrating the fixing portion 3 a on the side surface portion 1 a facing each other between the pillars 1, 1 and passing through the bolt holes 3 d of the fixing portion 3 a. It is attached to the side surface portion 1a of the pillar 1 by bolting with the screw.

また、鉄骨ばり2の端部はウェブ2aの端部を接合部3bに重ね、接合部3bのボルト孔3eを貫通する複数のボルト5で接合部3bにボルト止めすることにより柱1に接合されている。   Further, the end portion of the steel beam 2 is joined to the column 1 by overlapping the end portion of the web 2a on the joining portion 3b and bolting the joining portion 3b with a plurality of bolts 5 passing through the bolt holes 3e of the joining portion 3b. ing.

本発明は、木造の柱にH形鋼や溝形鋼などの鉄骨材からなる鉄骨ばりなどの横架材を容易に接合することができる。   The present invention can easily join a horizontal member such as a steel beam made of a steel frame material such as an H-shaped steel or a grooved steel to a wooden column.

(a)は、軽量H形鋼を鉄骨ばりとする木造軸組の接合構造を示す平面図、(b)は2本の軽量溝形鋼を背中合わせに抱き合わせたものを鉄骨ばりとする木造軸組の接合構造を示す平面図である。(A) is a plan view showing a joining structure of a wooden frame using a lightweight H-shaped steel as a steel beam, and (b) is a wooden frame using a steel beam as a result of tying two lightweight channel steels back to back. It is a top view which shows this joining structure. 軽量H形鋼を鉄骨ばりとする鉄骨ばりと木造の柱との接合部を示す分解斜視図である。It is a disassembled perspective view which shows the junction part of the steel beam which uses lightweight H-section steel as a steel beam, and a wooden pillar. (a)は、軽量H形鋼を鉄骨ばりとする鉄骨ばりと木造の梁とからなる木造軸組の接合構造を示す一部平面図、(b)は接合部の斜視図である。(A) is a partial top view which shows the joining structure of the wooden frame which consists of the steel beam which uses lightweight H-section steel as a steel beam, and a wooden beam, (b) is a perspective view of a junction part. 接合金物の一例を示し、(a)は平面図、(b)は正面図、(c)は左側面図、(d)は右側面図、(e)は底面図、(f)は(b)におけるイ−イ線断面図である。An example of a metal joint is shown, (a) is a plan view, (b) is a front view, (c) is a left side view, (d) is a right side view, (e) is a bottom view, and (f) is (b) FIG. 接合金物の一例を示し、(a)は平面図、(b)は正面図、(c)は左側面図、(d)は右側面図、(e)は底面図、(f)は(b)におけるイ−イ線断面図である。An example of a metal joint is shown, (a) is a plan view, (b) is a front view, (c) is a left side view, (d) is a right side view, (e) is a bottom view, and (f) is (b) FIG. 接合金物の一例を示し、(a)は平面図、(b)は正面図、(c)は左側面図、(d)は右側面図、(e)は底面図、(f)は(b)におけるイ−イ線断面図である。An example of a metal joint is shown, (a) is a plan view, (b) is a front view, (c) is a left side view, (d) is a right side view, (e) is a bottom view, and (f) is (b) FIG. 接合金物の一例を示し、(a)は平面図、(b)は正面図、(c)は左側面図、(d)は右側面図、(e)は底面図、(f)は(b)におけるイ−イ線断面図である。An example of a metal joint is shown, (a) is a plan view, (b) is a front view, (c) is a left side view, (d) is a right side view, (e) is a bottom view, and (f) is (b) FIG. 接合金物の一例を示し、(a)は平面図、(b)は正面図、(c)は左側面図、(d)は右側面図、(e)は底面図、(f)は(b)におけるイ−イ線断面図である。An example of a metal joint is shown, (a) is a plan view, (b) is a front view, (c) is a left side view, (d) is a right side view, (e) is a bottom view, and (f) is (b) FIG. 接合金物の一例を示し、(a)は平面図、(b)は正面図、(c)は左側面図、(d)は右側面図、(e)は底面図、(f)は(b)におけるイ−イ線断面図である。An example of a metal joint is shown, (a) is a plan view, (b) is a front view, (c) is a left side view, (d) is a right side view, (e) is a bottom view, and (f) is (b) FIG. 2本の軽量溝形鋼を鉄骨ばりとする木造軸組の接合構造を示し、(a)は平面図、(b)は側面図である。The joining structure of the wooden frame which uses two lightweight channel steel as a steel beam is shown, (a) is a top view, (b) is a side view. 軽量H形鋼からなる鉄骨ばりと木造の柱とT型金物とからなる木造軸組の接合構造を示す平面図である。It is a top view which shows the joining structure of the wooden frame which consists of the steel beam which consists of lightweight H-section steel, a wooden pillar, and a T-shaped metal fitting. T型金物の一例を示し、(a)は平面図、(b)は側面図である。An example of a T-shaped metal part is shown, (a) is a plan view and (b) is a side view. (a),(b)は軽量H形鋼からなる鉄骨ばりと木造の柱とL型金物とからなる木造軸組の接合構造を示す平面図である。(A), (b) is a top view which shows the joining structure of the wooden frame which consists of the steel beam which consists of lightweight H-section steel, a wooden pillar, and an L-type metal fitting. (a)は、軽量H形鋼からなる鉄骨ばりと木造の柱とコの字型金物とからなる木造軸組の接合構造を示す平面図、(b)はその正面図である。(A) is a top view which shows the joining structure of the wooden frame which consists of the steel beam which consists of lightweight H-section steel, a wooden pillar, and a U-shaped metal fitting, (b) is the front view.

符号の説明Explanation of symbols

1 木造の柱
1a 柱の対向する側面部
2 鉄骨ばり
2a ウェブ
3 接合金物
3a 固定部
3b 接合部
3c 腕部
3d ボルト孔
3e ボルト孔
4 接合ボルト
5 接合ボルト
6 木造の梁
6a 梁の対向する側面部
DESCRIPTION OF SYMBOLS 1 Wooden pillar 1a The side part which the pillar opposes 2 Steel beam 2a Web 3 Joint metal | hardware 3a Fixed part 3b Joint part 3c Arm part 3d Bolt hole 3e Bolt hole 4 Joint bolt 5 Joint bolt 6 Wooden beam 6a Opposite side face of a beam Part

Claims (5)

鉄骨材からなる横架材と木造の軸組材と当該軸組材間の対向する側面部に前記横架材の端部を接合する接合金物とからなる木造軸組の接合構造であって、前記接合金物は、前記軸組材間の対向する側面部にボルト止めされた固定部と、前記横架材の端部にボルト止めされた接合部と、前記固定部の片側の縁端部に突設され、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記横架材のほぼ軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とする木造軸組の接合構造。 It is a joining structure of a wooden frame comprising a horizontal member made of steel frame, a wooden frame member, and a joint metal that joins the end of the horizontal member to the opposite side surface between the frame members, The joint hardware includes a fixed portion bolted to opposite side portions between the shaft members, a joint portion bolted to an end portion of the horizontal member, and an edge portion on one side of the fixed portion. The fixing portion is formed by an arm portion that connects the fixing portion and the joint portion, and the fixing portion is bolted to a side surface portion of the shaft assembly member in a vertical plane that substantially passes through the axis of the horizontal member. The joint portion is formed in a vertical plane passing through substantially the center of the bolting portion of the fixing portion and the axis of the horizontal member, and the arm portion is substantially at the center of the bolting portion of the fixing portion and the A wooden frame joint structure characterized by being formed out of a vertical plane passing through the axial center of a horizontal member. 軸組材は木造の柱であり、接合金物は、前記柱間の対向する側面部にボルト止めされた固定部と、前記横架材の端部にボルト止めされた接合部と、前記固定部の片側の縁端部に突設され、前記固定部と接合部とを連結する腕部とから形成され、前記固定部は前記柱および横架材のほぼ軸芯を通る鉛直面内で前記柱の側面部にボルト止めされ、前記接合部は前記固定部のボルト止め部のほぼ中心、前記柱および横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心、前記柱および横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とする請求項1記載の木造軸組の接合構造。 The shaft assembly is a wooden column, and the joint hardware is a fixed portion bolted to the side surface facing between the columns, a joint portion bolted to the end of the horizontal member, and the fixed portion. Projecting from the edge of one side of the column, and formed from an arm portion that connects the fixed portion and the joint portion, and the fixed portion is formed in the vertical plane passing through the axial center of the column and the horizontal member. The joint portion is formed in a vertical plane passing through substantially the center of the bolting portion of the fixing portion, substantially the axis of the pillar and the horizontal member, and the arm portion is fixed to the fixing portion. 2. The wooden shaft joint structure according to claim 1, wherein the structure is formed out of a vertical plane passing through substantially the center of the bolt fastening portion, the pillar and the horizontal axis of the horizontal member. 鉄骨材には、軽量H形鋼または複数の軽量溝形鋼を背中合わせに抱き合せて形成された形鋼が用いられていることを特徴とする請求項1または2記載の木造軸組の接合構造。   The wooden frame joint structure according to claim 1 or 2, wherein the steel frame is made of a lightweight H-section steel or a section steel formed by tying a plurality of lightweight groove-shaped steels back to back. . 鉄骨材からなる横架材と木造の軸組材とを接合する木造軸組の接合金物であって、前記軸組材間の対向する側面部にボルト止めされる固定部と、前記横架材の端部にボルト止めされる接合部と、前記固定部の片側の縁端部に突設され、前記固定部と接合部とを連結する腕部とからなり、前記固定部には前記横架材のほぼ軸芯を通る鉛直面内で前記軸組材の側面部にボルト止めするためのボルト孔が形成され、前記接合部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面内に形成され、かつ前記腕部は前記固定部のボルト止め部のほぼ中心および前記横架材のほぼ軸芯を通る鉛直面の面外に形成されてなることを特徴とする木造軸組の接合金物。 A metal frame joint metal that joins a horizontal frame made of a steel frame and a wooden frame material, the fixing unit being bolted to opposite side portions between the frame materials, and the horizontal material A joint portion that is bolted to the end of the fixing portion, and an arm portion that projects from an edge portion on one side of the fixing portion and connects the fixing portion and the bonding portion. A bolt hole for bolting to the side surface portion of the shaft assembly material is formed in a vertical plane passing through substantially the axis of the material, and the joint portion is substantially at the center of the bolting portion of the fixed portion and the horizontal member. It is formed in a vertical plane substantially passing through the axis, and the arm portion is formed substantially at the center of the bolting portion of the fixed portion and outside the vertical plane passing through the axis of the horizontal member. Features a wooden frame joint hardware. 接合金物は、金属板を折り曲げ加工したものであり、固定部から腕部にかけて前記固定部の一側でほぼ直角に折曲させ、さらに前記腕部から接合部にかけて前記接合部が前記固定部とほぼ直角となり、かつ横架材のほぼ軸芯を通るように折曲させ、前記固定部および接合部にそれぞれ軸組材および横架材にボルト止めするためのボルト孔が形成されてなることを特徴とする請求項4記載の木造軸組の接合金物。   The metal joint is formed by bending a metal plate, bent at a substantially right angle on one side of the fixing part from the fixing part to the arm part, and further, the connecting part is connected to the fixing part from the arm part to the joining part. It is bent at almost right angles and almost through the axis of the horizontal member, and bolt holes for bolting the shaft assembly member and the horizontal member are formed in the fixing part and the joint part, respectively. 5. A wooden frame joint metal fitting according to claim 4,
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JP7049217B2 (en) 2018-08-23 2022-04-06 株式会社錢高組 Gas exhaust noise reduction device and material lock

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JP2018155013A (en) * 2017-03-17 2018-10-04 新日鐵住金株式会社 Joint metal and junction structure of horizontal member
CN107386463A (en) * 2017-08-30 2017-11-24 天津大学 A kind of lower logical upper link point
JP2019044398A (en) * 2017-08-31 2019-03-22 新日鐵住金株式会社 Connection pin and connection structure of horizontal member

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JP2717499B2 (en) * 1993-01-28 1998-02-18 茂 寺田 Frame joining method, joint structure and joining tool for wooden building
JP4035023B2 (en) * 2002-09-19 2008-01-16 株式会社タツミ Wood fittings
JP2006226046A (en) * 2005-02-21 2006-08-31 Yoshiki Morita Joining body for joining column with beam, and joint structure

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JP7049217B2 (en) 2018-08-23 2022-04-06 株式会社錢高組 Gas exhaust noise reduction device and material lock

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