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JP2016191274A - Joint structure for wooden member - Google Patents

Joint structure for wooden member Download PDF

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Publication number
JP2016191274A
JP2016191274A JP2015072744A JP2015072744A JP2016191274A JP 2016191274 A JP2016191274 A JP 2016191274A JP 2015072744 A JP2015072744 A JP 2015072744A JP 2015072744 A JP2015072744 A JP 2015072744A JP 2016191274 A JP2016191274 A JP 2016191274A
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Prior art keywords
joint
wooden
wooden member
hole
metal
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英一郎 佐伯
Eiichiro Saeki
英一郎 佐伯
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Hinode Ltd
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Hinode Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a joint structure for a wooden member that may enhance strength of a joint of a wooden member that uses a joint metal, by suppressing destruction of the joint.SOLUTION: A joint structure is used with a joint between structural members or between a structural member and a non-structural member of a building, and includes: a rod-form joint metal inserted into a hole or a groove formed in a longer-side direction of a rod-form or plate-form wooden member from an end of the wooden member; a shear key having an end fitted into a hole formed at the center of an edge surface of the wooden member and the other end fitted into a hole formed on an opposite member, while the edge surface of the wooden member is abutted to the opposite member; and an adhesive filled in the hole or the groove into which the joint metal has been inserted. A rod-form part has a constricted part narrower than surrounding parts at a place located at an end of the wooden member. A plurality of joint metals are provided on the joint at symmetrical positions around the shear key at the center, for joining the wooden member with the opposite member leaving a gap in between.SELECTED DRAWING: Figure 2

Description

本発明は、木製部材の接合構造に関する。   The present invention relates to a joining structure for wooden members.

従来、木造構造物の接合部には、木組みによる接合工法や、プレートとドリフトピン等の複数の接合金物を組み合わせて用いた接合工法が用いられてきた。また、近年では、多数の接合金物部品が必要となる煩雑な従来の接合工法に代えて、木製部材に溝を形成し、異形棒鋼などの棒状部材を埋設して接着剤を充填固化する接合工法が提案されている(例えば、特許文献1−3を参照)。木製部材に異形棒鋼などの棒状部材を埋設すると、接合強度が上がり、また、金物が露出しないため、金属の腐食を回避することができ、さらに金物がヒートブリッジとなって結露を生じる可能性を抑制することもできる。   Conventionally, a joining method using a wooden structure or a joining method using a combination of a plurality of joining hardware such as a plate and a drift pin has been used for a joint portion of a wooden structure. Also, in recent years, instead of the complicated conventional joining method that requires a large number of metal parts, a joining method that forms a groove in a wooden member and embeds a bar-shaped member such as a deformed steel bar to fill and solidify the adhesive. Has been proposed (see, for example, Patent Documents 1-3). When a bar-shaped member such as deformed steel bar is embedded in a wooden member, the bonding strength is increased and the metal is not exposed, so that corrosion of the metal can be avoided, and the metal can also become a heat bridge and cause condensation. It can also be suppressed.

特許第3370937号公報Japanese Patent No. 3370937 特開2004−360458号公報JP 2004-360458 A 特開2003−193570号公報JP 2003-193570 A

異形棒鋼等の接合金物を木製部材に埋設して木製部材の接合に用いる場合、一般に接合金物の強度が木製部材の強度に勝るため、建築物が地震等で揺れると、木製部材が接合部分で破壊を起こす可能性があった。   When joint metal such as deformed steel bars is embedded in a wooden member and used for joining wooden members, the strength of the joint hardware is generally superior to that of wooden members. There was a possibility of causing destruction.

そこで、本願は、接合金物を使った木製部材の接合部分の破壊を抑制することにより、接合部分の強度を向上させる木製部材の接合構造を提供することを課題とする。   Then, this application makes it a subject to provide the joining structure of the wooden member which improves the intensity | strength of a joining part by suppressing destruction of the joining part of the wooden member using a joining metal fitting.

上記課題を解決するため、本発明では、木製部材の端面の中心部にシアキーを設けるとともに、木製部材の端部に位置する箇所に周囲より細いくびれ部を有した接合金物を、シアキーを中心に対称な位置関係で接合部分に複数設け、更に、木製部材と相手材との間に隙間を空けた状態で木製部材を接合することにした。   In order to solve the above-described problems, in the present invention, a shear key is provided at the center of the end face of the wooden member, and a joint hardware having a narrower portion than the periphery at a position located at the end of the wooden member is centered on the shear key. A plurality of members are provided in the joining portion in a symmetrical positional relationship, and the wood member is joined with a gap between the wood member and the counterpart material.

詳細には、本発明は、建築物の構造材同士または構造材と非構造材の接合部分に用いられる接合構造であって、前記構造材同士または構造材と非構造材のうち少なくとも何れかの構造材または非構造材として用いられる棒状または板状の木製部材の端部から前記木製部材の長手方向に向って掘られた孔または溝に挿入された棒状の接合金物と、前記木製部材の端面が相手材に突き合わされた状態において、前記木製部材の端面の中心部に形成された孔に一端が嵌り、前記相手材の孔に他端が嵌るシアキーと、前記接合金物が挿入されている前記孔または溝に充填された接着剤と、を備えており、前記接合金物は、前記木製部材の端部に位置する箇所に、周囲より細いくびれ部を有しており、前記接合金物は、前記シアキーを中心に対称な位置関係で前記接合部分に複数備わっており、前記木製部材と前記相手材とを隙間を空けた状態で接合する、木製部材の接合構造である。   Specifically, the present invention relates to a joint structure used for a structural material of a building or a joint part between a structural material and a non-structural material, and at least one of the structural materials or the structural material and the non-structural material. A rod-shaped joint metal fitting inserted into a hole or groove dug in the longitudinal direction of the wooden member from the end of a rod-shaped or plate-shaped wooden member used as a structural material or non-structural material, and an end surface of the wooden member In a state where the mating member is abutted against the mating member, one end is fitted into the hole formed in the center of the end face of the wooden member, and the shear key is fitted into the hole of the mating member and the other end is inserted into the joint metal. An adhesive filled in a hole or a groove, and the metal fitting has a constricted portion that is narrower than the periphery at a position located at an end of the wooden member, Symmetric position around the shear key Engagement is provided a plurality to said joint part, joining said wooden member and the mating member in a state in which a gap, which is junction structure of wooden members.

ここで、対称な位置関係とは、建築物が揺れた場合に、シアキーを挟んで配置される各接合金物のくびれ部が交互に伸縮することにより、シアキーを中心とした動きが発生する程度の接合金物の位置関係であればよく、幾何学的に厳密な対称の位置関係であることを
要しない。このような接合構造であれば、シアキーを間に挟んで対称に配置される各接合金物のくびれ部が協働して、各接合金物と木製部材との接着部分に加わる最大荷重を低減し、接合部分全体の破壊を抑制することができる。
Here, the symmetrical positional relationship means that when the building is shaken, the constricted portions of the joint hardware arranged with the shear key sandwiched alternately expands and contracts so that the movement around the shear key is generated. Any positional relationship of the joint hardware may be used, and it is not necessary to have a geometrically strict positional relationship. If such a joint structure, the constricted portion of each joint hardware arranged symmetrically with a shear key in between cooperates to reduce the maximum load applied to the bonded portion between each joint hardware and the wooden member, The destruction of the entire joint portion can be suppressed.

なお、前記接合金物には、少なくとも前記孔または溝からの引抜方向へ向かう面が前記接合金物の長手方向に対し垂直に形成された突起または溝を有する粗面部が、前記接合金物の棒状部の外周面に形成されていてもよい。上記の接合構造にこのような接合金物を用いれば、接合金物に軸方向の荷重が作用しても、接着剤に対する接合金物の動きが立設面によって阻まれ、接着剤に対する接合金物の相対的な僅かな動きも抑制される。この結果、接合金物と接着剤の界面における破壊がほとんど生じない。このため、接合金物と接着剤の界面の破壊が抑制され、木製部材の接合部分の強度が向上する。   The metal fitting has a rough surface portion having a protrusion or a groove formed so that at least a surface in the drawing direction from the hole or groove is perpendicular to the longitudinal direction of the metal joint. It may be formed on the outer peripheral surface. If such a joint metal is used for the above joint structure, even if an axial load is applied to the joint metal, the movement of the joint metal relative to the adhesive is blocked by the standing surface, and the relative position of the joint metal relative to the adhesive is Slight movement is also suppressed. As a result, almost no breakage occurs at the interface between the bonding hardware and the adhesive. For this reason, the destruction of the interface between the bonding hardware and the adhesive is suppressed, and the strength of the bonded portion of the wooden member is improved.

また、前記粗面部は、前記棒状部の周りに環状に形成された突起または溝を有するものであってもよい。粗面部の突起または溝が棒状部の周りに環状に形成されていれば、接合金物の長手方向に対し垂直に形成される立設面が棒状部の周りに環状に形成されることになるので、接合金物に軸方向の荷重が作用しても、接着剤に対する接合金物の動きを立設面で十分に抑制することができる。   The rough surface portion may have a protrusion or a groove formed in an annular shape around the rod-shaped portion. If the projection or groove of the rough surface portion is formed in an annular shape around the rod-shaped portion, an upright surface formed perpendicular to the longitudinal direction of the joint metal is formed in an annular shape around the rod-shaped portion. Even if an axial load is applied to the metal joint, the movement of the metal joint relative to the adhesive can be sufficiently suppressed on the standing surface.

また、前記建築物は、木造の建築構造物であり、前記接合金物は、前記接合部分において突き合わされる木製の柱と梁に各々形成される孔または溝に挿入されていてもよい。互いに突き合わされる木製の柱と梁を上記の接合金物で接合した接合構造であれば、木製の柱と梁が従来よりも強固に接合される。   The building may be a wooden building structure, and the joint metal may be inserted into a hole or a groove formed in each of a wooden column and a beam that are abutted at the joint portion. If it is the joining structure which joined the wooden pillar and beam which are faced | matched mutually with said joining metal fitting, a wooden pillar and a beam will be joined more firmly than before.

また、前記建築物は、木造の建築構造物であり、前記接合金物は、前記接合部分において柱を挟んで突き合わされる木製の各梁に各々形成される孔または溝に挿入されていてもよい。柱を挟んで突き合わされる木製の各梁を上記の接合金物で接合した接合構造であれば、木製の梁同士が従来よりも強固に接合される。   Further, the building may be a wooden building structure, and the joint hardware may be inserted into a hole or a groove formed in each wooden beam that is abutted across a pillar at the joint portion. . If it is the joining structure which joined each wooden beam faced on both sides of a pillar with the above-mentioned joint metal fitting, wooden beams will be joined more firmly than before.

上記木製部材の接合構造であれば、接合金物を使った木製部材の接合部分の破壊を抑制することにより、接合部分の強度が向上させることができる。   If it is the junction structure of the said wooden member, the intensity | strength of a junction part can be improved by suppressing the destruction of the junction part of the wooden member using a joining metal fitting.

図1Aは、実施形態に係る接合構造に用いる木製部材の接合金物の一例を示した斜視図である。FIG. 1A is a perspective view illustrating an example of a metal fitting of a wooden member used in the bonding structure according to the embodiment. 図1Bは、実施形態に係る接合構造に用いる木製部材の接合金物の正面図である。FIG. 1B is a front view of a metal fitting for a wooden member used in the bonding structure according to the embodiment. 図2は、実施形態に係る接合構造の一例である。FIG. 2 is an example of a bonding structure according to the embodiment. 図3は、接合構造の分解図である。FIG. 3 is an exploded view of the joint structure. 図4は、水平力が作用して柱が斜めになった状態における接合構造を示した図である。FIG. 4 is a view showing the joint structure in a state where the column is inclined due to the application of horizontal force. 図5は、変形例に係る接合構造に用いる木製部材の接合金物の一例を示した図である。FIG. 5 is a view showing an example of a metal fitting of a wooden member used in the bonding structure according to the modification. 図6は、変形例に係る接合構造を示した図である。FIG. 6 is a view showing a joint structure according to a modification.

以下、本願発明の実施形態について説明する。以下に示す実施形態は、本願発明の一態様であり、本願発明の技術的範囲を限定するものではない。   Hereinafter, embodiments of the present invention will be described. Embodiment shown below is one aspect | mode of this invention, and does not limit the technical scope of this invention.

<実施形態>
図1Aは、実施形態に係る接合構造に用いる木製部材の接合金物の一例を示した斜視図である。また、図1Bは、実施形態に係る接合構造に用いる木製部材の接合金物の正面図である。実施形態に係る接合構造に用いる木製部材の接合金物1は、木造構造物の接合部において木材同士の接合に用いることが可能な金物であり、細長い真っ直ぐな円柱状の棒状部2を備えている。また、棒状部2には、棒状部2の長手方向に対して垂直な立設面3aを有する突起または溝を有する粗面部3が、棒状部2の中央部を除く外周面に形成されている。粗面部3が棒状部2の中央部を除く外周面に形成されているため、接合金物1には、外周面に突起および溝の無い平坦な平滑部4が接合金物1の中央部付近に形成されている。また、接合金物1には、木製部材の端部に位置する箇所(図1A,1Bに示す接合金物1の中心部)に、周囲より細いくびれ部6が備わっている。くびれ部6は、図1A,1Bに示すように側面視矩形状の溝が平滑部4の外周面を周回するように形成されていてもよいし、或いは、側面視円弧状の溝が平滑部4の外周面を周回するように形成されていてもよい。接合金物1は、鋳造により製作してもよいし、鉄製の丸棒を切削加工して製作してもよいし、異形棒鋼の節を切削加工することにより製作してもよい。
<Embodiment>
FIG. 1A is a perspective view illustrating an example of a metal fitting of a wooden member used in the bonding structure according to the embodiment. Moreover, FIG. 1B is a front view of the joining metal fitting of the wooden member used for the joining structure which concerns on embodiment. A metal fitting 1 for a wooden member used in the joining structure according to the embodiment is a hardware that can be used for joining wood pieces in a joining portion of a wooden structure, and includes a long and straight cylindrical rod-like portion 2. . Further, the bar-shaped part 2 is formed with a rough surface part 3 having a protrusion or a groove having a standing surface 3 a perpendicular to the longitudinal direction of the bar-shaped part 2 on the outer peripheral surface excluding the central part of the bar-shaped part 2. . Since the rough surface portion 3 is formed on the outer peripheral surface excluding the central portion of the rod-shaped portion 2, a flat smooth portion 4 having no protrusions and grooves on the outer peripheral surface is formed in the vicinity of the central portion of the bonding hardware 1. Has been. In addition, the metal fitting 1 is provided with a constricted portion 6 that is narrower than the surroundings at a position located at the end of the wooden member (the center portion of the metal fitting 1 shown in FIGS. 1A and 1B). As shown in FIGS. 1A and 1B, the constricted portion 6 may be formed such that a side-view rectangular groove wraps around the outer peripheral surface of the smooth portion 4, or a side-view arc-shaped groove is a smooth portion. It may be formed so as to go around the outer peripheral surface of 4. The metal joint 1 may be manufactured by casting, may be manufactured by cutting an iron round bar, or may be manufactured by cutting a node of a deformed steel bar.

図2は、実施形態に係る接合構造の一例である。接合構造10は、くびれ部6を設けた接合金物1で建築物の構造材同士を接合する構造であり、木造の建築物の構造材である木製の梁11と柱12とを接合する。接合構造10は、梁11の端面が柱12の側面に突き合わされた状態において、梁11の端面の中心部に形成された孔11pに一端が嵌り、柱12の孔12pに他端が嵌る金属製のシアキー8を備えている。そして、接合構造10に適用される接合金物1は、シアキー8を中心に上下対称な位置関係で梁11と柱12との接合部分に複数備わっており、梁11と柱12とを隙間を空けた状態で接合する。シアキー8は、接合構造10が接合する梁11と柱12との相対的な位置関係を規定するための部品であり、梁11と柱12との接合部分におけるせん断方向の荷重を支える役割を主に担う部品である。よって、シアキー8は、せん断方向の荷重に耐える強度を有していることが好ましく、例えば、円柱状の金属製部材等が好適である。   FIG. 2 is an example of a bonding structure according to the embodiment. The joint structure 10 is a structure in which structural members of a building are joined with a joint hardware 1 provided with a constricted portion 6, and a wooden beam 11 and a column 12, which are structural members of a wooden building, are joined. The joining structure 10 is a metal in which one end is fitted in the hole 11p formed in the center of the end surface of the beam 11 and the other end is fitted in the hole 12p of the column 12 in a state where the end surface of the beam 11 is abutted against the side surface of the column 12. Shear key 8 made of is provided. A plurality of metal fittings 1 applied to the joint structure 10 are provided in a joint portion between the beam 11 and the column 12 in a vertically symmetrical positional relationship with the shear key 8 as the center, and a gap is provided between the beam 11 and the column 12. Join in the state. The shear key 8 is a component for defining the relative positional relationship between the beam 11 and the column 12 to which the bonding structure 10 is bonded, and mainly plays a role of supporting a load in the shear direction at the bonded portion of the beam 11 and the column 12. It is a part that bears on. Therefore, it is preferable that the shear key 8 has a strength that can withstand a load in the shear direction, and for example, a cylindrical metal member or the like is suitable.

図3は、接合構造10の分解図である。接合構造10は、梁11の端面に形成された孔11aと柱12の孔12aとに接合金物1が差し込まれ、梁11の端面に形成された孔11pと柱12の孔12pとにシアキー8が差し込まれるようにしながら、梁11の端面を柱12の側面に隙間を空けて突き合わせる。そして、接合金物1が挿入されている孔11aと孔12aに、粗面部3の突起または溝を埋めるように接着剤5を充填する。接着剤5としては、例えば、充填後に収縮せずに固化するエポキシ系樹脂あるいはモルタル樹脂といった建築土木用の接着剤が好適である。接着剤5は、孔11aや孔12aへ通ずる図示しない適宜の孔を通って孔11aや孔12aの中へ充填される。   FIG. 3 is an exploded view of the joining structure 10. In the joint structure 10, the joint metal 1 is inserted into the hole 11 a formed in the end surface of the beam 11 and the hole 12 a of the column 12, and the shear key 8 is inserted into the hole 11 p formed in the end surface of the beam 11 and the hole 12 p of the column 12. The end face of the beam 11 is abutted against the side face of the column 12 with a gap. Then, the adhesive 5 is filled so as to fill the protrusions or grooves of the rough surface portion 3 in the holes 11a and 12a into which the metal fittings 1 are inserted. As the adhesive 5, for example, an adhesive for construction engineering such as an epoxy resin or a mortar resin that is solidified without shrinking after filling is suitable. The adhesive 5 is filled into the hole 11a and the hole 12a through an appropriate hole (not shown) that leads to the hole 11a and the hole 12a.

図4は、水平力が作用して柱12が斜めになった状態における接合構造10を示した図である。建築物が地震で揺れると柱と梁との接合部分に多大な力が加わり、例えば、図4に示すように、柱12が梁11に対して斜めになる場合がある。ここで、仮に、梁11の端面が柱12の側面に密着した状態で接合金物1に接合されている場合、建築物が揺れると、上下の2ヵ所に配された上側の接合金物1と下側の接合金物1に多大な引抜荷重が交互に加わることになる。しかし、接合構造10は、シアキー8を中心に対称な位置関係で梁11と柱12との接合部分に複数備わっており、梁11と柱12とを隙間を空けた状態で接合しているため、図4(A)及び図4(B)に示すような柱12の傾きが地震で生じても、接合部分ではシアキー8を中心とした変形が生じることになる。このため、シアキー8を中心にして上下対称に接合金物1を配した接合構造10は、建築物が揺れると、上側または下側の接合金物1のくびれ部6が圧縮されると、シアキー8を挟んで反対側にある接合金物1のくびれ部6が引っ張られるという挙動を交互に繰り返すことになる。この結果、シアキー8の上側の接合金物1のくびれ部6と、シアキー8の下側の接合金物1のくびれ部6とが協働して、各接合金物1と木製部材(梁11および柱12)との接着部分
に加わる最大荷重を低減し、接合部分全体の破壊を抑制する。
FIG. 4 is a view showing the joint structure 10 in a state where the column 12 is inclined due to a horizontal force. When the building is shaken by an earthquake, a great force is applied to the joint between the column and the beam. For example, the column 12 may be inclined with respect to the beam 11 as shown in FIG. Here, if the end face of the beam 11 is joined to the joint hardware 1 in a state of being in close contact with the side surface of the column 12, if the building is shaken, the upper joint metal 1 and the lower joint 2 disposed at the upper and lower positions A great pulling load is alternately applied to the side metal fitting 1. However, a plurality of joint structures 10 are provided in the joint portion between the beam 11 and the column 12 in a symmetrical positional relationship with the shear key 8 as the center, and the beam 11 and the column 12 are joined with a gap therebetween. 4A and 4B, even if the inclination of the column 12 occurs due to an earthquake, the joint portion is deformed around the shear key 8. Therefore, in the joint structure 10 in which the joint hardware 1 is arranged symmetrically with respect to the shear key 8, when the building is shaken, when the constricted portion 6 of the upper or lower joint hardware 1 is compressed, the shear key 8 is The behavior that the constricted part 6 of the metal fitting 1 on the opposite side of the sandwiching is pulled is alternately repeated. As a result, the constricted portion 6 of the joint hardware 1 on the upper side of the shear key 8 and the constricted portion 6 of the joint hardware 1 on the lower side of the shear key 8 cooperate with each other, and each joint hardware 1 and the wooden member (beam 11 and column 12). ) And the maximum load applied to the adhesive part is reduced, and the destruction of the entire joint part is suppressed.

<変形例>
図5は、変形例に係る接合構造に用いる木製部材の接合金物の一例を示した図である。変形例に係る接合構造に用いる木製部材の接合金物1’は、実施形態の接合金物1と同様の棒状部2、立設面3aを有する突起または溝を有する粗面部3、平滑部4、くびれ部6が備わっているが、それらの位置関係が実施形態の接合金物1と相違している。すなわち、本変形例に係る接合構造に用いる木製部材の接合金物1’は、棒状部2の両端および中心の3ヵ所に粗面部3を備え、3つの粗面部3のそれぞれの間に平滑部4およびくびれ部6を備えている。
<Modification>
FIG. 5 is a view showing an example of a metal fitting of a wooden member used in the bonding structure according to the modification. A joining member 1 ′ of a wooden member used in the joining structure according to the modification includes a rod-like portion 2 similar to the joining member 1 of the embodiment, a rough surface portion 3 having a protrusion or groove having a standing surface 3a, a smooth portion 4, and a constriction. Although the part 6 is equipped, those positional relationships differ from the joining metal fitting 1 of embodiment. That is, the metal member 1 ′ of the wooden member used for the joint structure according to the present modification includes the rough surface portions 3 at both the ends and the center of the rod-shaped portion 2, and the smooth portion 4 between the three rough surface portions 3. And a constricted portion 6.

図6は、変形例に係る接合構造を示した図である。本変形例の接合構造20は、例えば、図6に示すように、木製の梁21同士を、柱22を間に挟んだ状態で接合する。本変形例の接合構造20は、各梁21の端面に形成された孔21aと柱22の孔22aとに接合金物1’が差し込まれ、各梁21の端面に形成された孔21pと柱22の孔22pとにシアキー8が差し込まれるようにしながら、梁21の端面を柱22の側面に隙間を空けて突き合わせる。そして、接合金物1’が挿入されている孔21aと孔22aに、粗面部3の突起または溝を埋めるように接着剤5を充填する。   FIG. 6 is a view showing a joint structure according to a modification. For example, as shown in FIG. 6, the joining structure 20 of the present modification joins wooden beams 21 with a column 22 interposed therebetween. In the joint structure 20 of this modification, the joint hardware 1 ′ is inserted into the hole 21 a formed in the end face of each beam 21 and the hole 22 a of the pillar 22, and the hole 21 p and the pillar 22 formed in the end face of each beam 21. The end face of the beam 21 is abutted against the side face of the column 22 with a gap while the shear key 8 is inserted into the hole 22p. Then, the adhesive 5 is filled so as to fill the protrusions or grooves of the rough surface portion 3 into the holes 21a and 22a into which the metal fittings 1 'are inserted.

本変形例に係る接合構造20も上記実施形態の接合構造10と同様、シアキー8を中心にして上下対称に配された複数の接合金物1’のうち、上側または下側の接合金物1’のくびれ部6が圧縮されると、シアキー8を挟んで反対側にある接合金物1’のくびれ部6が引っ張られるという挙動を生じる。そして、シアキー8の上側の接合金物1’のくびれ部6と、シアキー8の下側の接合金物1’のくびれ部6とが協働して、各接合金物1’と木製部材(梁11および柱12)との接着部分に加わる最大荷重を低減し、接合部分全体の破壊を抑制する。   The joint structure 20 according to this modification is similar to the joint structure 10 of the above-described embodiment. Of the plurality of joint hardware 1 ′ arranged vertically symmetrically with respect to the shear key 8, the upper or lower joint hardware 1 ′ When the constricted portion 6 is compressed, a behavior occurs in which the constricted portion 6 of the metal fitting 1 ′ on the opposite side across the shear key 8 is pulled. Then, the constricted portion 6 of the joint metal 1 ′ above the shear key 8 and the constricted portion 6 of the joint metal 1 ′ below the shear key 8 cooperate with each other, and each joint hardware 1 ′ and the wooden member (the beams 11 and 11). The maximum load applied to the bonded portion with the column 12) is reduced, and the entire bonded portion is prevented from being broken.

なお、上記実施形態や変形例の接合構造10,20においては、長手方向に対して垂直な立設面3aを有する粗面部3を備えた接合金物1,1’を用いていたが、上記実施形態や変形例の接合構造10,20は、このような接合金物を用いたものに限定されるものではない。上記実施形態や変形例の接合構造10,20に用いる接合金物は、上述のくびれ部6に相当するものが設けられていればよく、粗面部3が垂直な立設面を有しないものであってもよい。   In addition, in the joining structures 10 and 20 of the above-described embodiments and modifications, the joint hardware 1 and 1 ′ including the rough surface portion 3 having the standing surface 3a perpendicular to the longitudinal direction is used. The joint structures 10 and 20 of the form and the modification are not limited to those using such a joint metal. The joint hardware used for the joint structures 10 and 20 of the above-described embodiments and modifications is not limited as long as it corresponds to the above-described constricted portion 6, and the rough surface portion 3 does not have a vertical standing surface. May be.

なお、想定している接着剤5の引張強度は10N/mm程度であり、このような強度を有するものとしては、例えば、土木建築用の補強材であるアイカ工業株式会社製のジョリシールJB−3(「ジョリシール」は登録商標)を挙げることができる。 In addition, the assumed tensile strength of the adhesive 5 is about 10 N / mm 2 , and examples of such a strength include Jolliseal JB manufactured by Aika Industry Co., Ltd., which is a reinforcing material for civil engineering construction. -3 ("Jolliseal" is a registered trademark).

10,20・・接合構造
11,21・・梁
11a,12a,21a,22a・・孔
12,22・・柱
1,1’・・接合金物
2・・棒状部
3・・粗面部
3a・・立設面
3b・・傾斜面
4・・平滑部
5・・接着剤
6・・くびれ部
8・・シアキー
10., 21..Joint structures 11, 21..Beam 11a, 12a, 21a, 22a..Hole 12, 22..Column 1, 1 '.. Joint hardware 2..Bar-like portion 3..Rough surface portion 3a .. Standing surface 3b ·· Inclined surface 4 · Smooth portion 5 · · Adhesive 6 · · Constricted portion 8 · · Shear key

ここで、対称な位置関係とは、建築物が揺れた場合に、シアキーを挟んで配置される各接合金物のくびれ部が交互に伸縮することにより、シアキーを中心とした動きが発生する程度の接合金物の位置関係であればよく、幾何学的に厳密な対称の位置関係であることを要しない。このような接合構造であれば、シアキーを間に挟んで対称に配置される各接合金物のくびれ部が塑性化することにより、各接合金物と木製部材との接着部分に加わる最大荷重を低減し、接合部分全体の破壊を抑制することができる。 Here, the symmetrical positional relationship means that when the building is shaken, the constricted portions of the joint hardware arranged with the shear key sandwiched alternately expands and contracts so that the movement around the shear key is generated. Any positional relationship of the joint hardware may be used, and it is not necessary to have a geometrically strict positional relationship. With such a joint structure, the constricted part of each joint hardware arranged symmetrically with the shear key in between is plasticized, thereby reducing the maximum load applied to the bonded portion between each joint hardware and the wooden member. The destruction of the entire joint portion can be suppressed.

なお、前記接合金物には、少なくとも前記孔または溝からの引抜方向へ向かう面が前記接合金物の長手方向に対し垂直に形成された突起または溝を有する粗面部が、前記接合金物の棒状部の外周面に形成されていてもよい。上記の接合構造にこのような接合金物を用いれば、接合金物に軸方向の荷重が作用しても、接着剤に対する接合金物の動きが立設面によって阻まれ、接着剤に対する接合金物の相対的な僅かな動きも抑制される。この結果、接合金物と接着剤の界面における破壊がほとんど生じない。このため、接合金物と接着剤の界面の破壊が抑制され、木製部材の接合部分の変形性能が向上する。 The metal fitting has a rough surface portion having a protrusion or a groove formed so that at least a surface in the drawing direction from the hole or groove is perpendicular to the longitudinal direction of the metal joint. It may be formed on the outer peripheral surface. If such a joint metal is used for the above joint structure, even if an axial load is applied to the joint metal, the movement of the joint metal relative to the adhesive is blocked by the standing surface, and the relative position of the joint metal relative to the adhesive is Slight movement is also suppressed. As a result, almost no breakage occurs at the interface between the bonding hardware and the adhesive. For this reason, destruction of the interface between the joint metal and the adhesive is suppressed, and the deformation performance of the joint portion of the wooden member is improved.

上記木製部材の接合構造であれば、接合金物を使った木製部材の接合部分の破壊を抑制することにより、接合部分の変形性能を向上させることができる。 If it is the said joining structure of a wooden member, the deformation | transformation performance of a joining part can be improved by suppressing destruction of the joining part of the wooden member using a joining metal fitting.

Claims (5)

建築物の構造材同士または構造材と非構造材の接合部分に用いられる接合構造であって、
前記構造材同士または構造材と非構造材のうち少なくとも何れかの構造材または非構造材として用いられる棒状または板状の木製部材の端部から前記木製部材の長手方向に向って掘られた孔または溝に挿入された棒状の接合金物と、
前記木製部材の端面が相手材に突き合わされた状態において、前記木製部材の端面の中心部に形成された孔に一端が嵌り、前記相手材の孔に他端が嵌るシアキーと、
前記接合金物が挿入されている前記孔または溝に充填された接着剤と、を備えており、
前記接合金物は、前記木製部材の端部に位置する箇所に、周囲より細いくびれ部を有しており、
前記接合金物は、前記シアキーを中心に対称な位置関係で前記接合部分に複数備わっており、前記木製部材と前記相手材とを隙間を空けた状態で接合したことを特徴とする、
木製部材の接合構造。
It is a joint structure that is used for the structural materials of buildings or between the structural materials and non-structural materials,
A hole dug in the longitudinal direction of the wooden member from the end of a rod-shaped or plate-shaped wooden member used as the structural material or non-structural material among the structural materials or between the structural material and the non-structural material Or a rod-shaped joint hardware inserted in the groove,
In a state where the end surface of the wooden member is abutted against the mating member, one end fits into a hole formed in the center of the end surface of the wooden member, and a shear key whose other end fits into the hole of the mating member;
An adhesive filled in the hole or groove into which the metal fitting is inserted, and
The joint hardware has a constricted portion that is narrower than the surroundings at a location located at the end of the wooden member,
The joint hardware is provided with a plurality of joint portions in a symmetrical positional relationship with the shear key as a center, and the wooden member and the mating member are joined with a gap therebetween,
Joint structure of wooden members.
前記接合金物には、少なくとも前記孔または溝からの引抜方向へ向かう面が前記接合金物の長手方向に対し垂直に形成された突起または溝を有する粗面部が、前記接合金物の棒状部の外周面に形成されている、
請求項1に記載の木製部材の接合構造。
The joint metal has a rough surface portion having a projection or groove in which at least a surface in the drawing direction from the hole or groove is perpendicular to the longitudinal direction of the joint metal, and the outer peripheral surface of the rod-shaped part of the joint metal Formed in the
The joining structure of the wooden member of Claim 1.
前記粗面部は、前記棒状部の周りに環状に形成された突起または溝を有する、
請求項2に記載の木製部材の接合構造。
The rough surface portion has a protrusion or groove formed in an annular shape around the rod-shaped portion,
The joining structure of the wooden member of Claim 2.
前記建築物は、木造の建築構造物であり、
前記接合金物は、前記接合部分において突き合わされる木製の柱と梁に各々形成される孔または溝に挿入されている、
請求項1から3の何れか一項に記載の木製部材の接合構造。
The building is a wooden building structure,
The joint hardware is inserted into holes or grooves respectively formed in wooden pillars and beams that are abutted at the joint portion,
The joining structure of the wooden member as described in any one of Claim 1 to 3.
前記建築物は、木造の建築構造物であり、
前記接合金物は、前記接合部分において柱を挟んで突き合わされる木製の各梁に各々形成される孔または溝に挿入されている、
請求項1から3の何れか一項に記載の木製部材の接合構造。
The building is a wooden building structure,
The joint hardware is inserted into a hole or a groove formed in each wooden beam that is abutted across the pillar in the joint portion,
The joining structure of the wooden member as described in any one of Claim 1 to 3.
JP2015072744A 2015-03-31 2015-03-31 Joint structure for wooden member Pending JP2016191274A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016191273A (en) * 2015-03-31 2016-11-10 日之出水道機器株式会社 Joint structure and joint metal for wooden member

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Publication number Priority date Publication date Assignee Title
JP2005155196A (en) * 2003-11-26 2005-06-16 Kuretetsuku Kk Bracket, metal joint for construction and joint method for wooden member for construction
JP2012140820A (en) * 2011-01-05 2012-07-26 Sakawa:Kk Joining method of wooden frame members
JP2014001570A (en) * 2012-06-19 2014-01-09 Sumisho & Mitsuibussan Kenzai Co Ltd Junction structure of wooden building member
JP2016191273A (en) * 2015-03-31 2016-11-10 日之出水道機器株式会社 Joint structure and joint metal for wooden member

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2005155196A (en) * 2003-11-26 2005-06-16 Kuretetsuku Kk Bracket, metal joint for construction and joint method for wooden member for construction
JP2012140820A (en) * 2011-01-05 2012-07-26 Sakawa:Kk Joining method of wooden frame members
JP2014001570A (en) * 2012-06-19 2014-01-09 Sumisho & Mitsuibussan Kenzai Co Ltd Junction structure of wooden building member
JP2016191273A (en) * 2015-03-31 2016-11-10 日之出水道機器株式会社 Joint structure and joint metal for wooden member

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2016191273A (en) * 2015-03-31 2016-11-10 日之出水道機器株式会社 Joint structure and joint metal for wooden member

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