JP7457557B2 - Joint structure of wooden shaft members - Google Patents

Joint structure of wooden shaft members Download PDF

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JP7457557B2
JP7457557B2 JP2020061414A JP2020061414A JP7457557B2 JP 7457557 B2 JP7457557 B2 JP 7457557B2 JP 2020061414 A JP2020061414 A JP 2020061414A JP 2020061414 A JP2020061414 A JP 2020061414A JP 7457557 B2 JP7457557 B2 JP 7457557B2
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shaft member
wooden shaft
wooden
bolt hole
fitting
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純人 西塔
益久 中村
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Daiwa House Industry Co Ltd
BX Kaneshin Co Ltd
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本発明は木質軸部材の接合構造に関する。 The present invention relates to a joint structure for wooden shaft members.

木造軸組工法による木造建築物においては、柱や梁、土台等を形成する木質軸部材同士を接合金具を介して接合し、部材同士の緊結を図ることにより耐震性等の向上が図られている。 In wooden buildings using the wooden frame construction method, the wooden shaft members that form columns, beams, foundations, etc. are joined together using joining metal fittings, and the earthquake resistance is improved by bonding the members together. There is.

上記する接合金具を用いて、木造建築物の柱と梁を接合する構造やこの接合構造に適用される接合金具の一例が提案されている。具体的には、柱の側面に重ねる側板の一面側に柱の縦孔へ挿入する柱接合プレートを設け、側板の他面側に梁の木口に形成した縦溝を挿入する梁接合プレートと、この梁接合プレートの下部の位置に梁受プレートを設けることにより、接合金具が形成される。接合金具の柱接合プレートに対して、締結具により柱を締結するための複数の結合孔を設け、梁接合プレートに対して締結具により梁を締結するための複数の結合孔を設け、それぞれの結合孔の配置と数を、各接合プレートに用いた鋼板のヘりあき条件に従い設定する。締結具にはドリフトピンが適用され、門型フレームを形成する木製の柱と梁を結合することにより、木造ラーメン構造が構成される(例えば、特許文献1参照)。 An example of a structure for joining columns and beams of a wooden building using the above-mentioned joining metal fittings and a joining metal fitting applied to this joining structure has been proposed. Specifically, a column joint plate is provided on one side of a side plate that overlaps the side of the column to be inserted into the vertical hole of the column, and a beam joint plate is provided on the other side of the side plate to insert a vertical groove formed in the end of the beam. A joining metal fitting is formed by providing a beam receiving plate at a lower position of this beam joining plate. A plurality of connection holes are provided for the column connection plate of the connection fittings for fastening the columns using fasteners, and a plurality of connection holes are provided for the beam connection plate for fastening the beams using the fasteners. The arrangement and number of bonding holes are set according to the edge clearance conditions of the steel plates used for each bonding plate. Drift pins are used as fasteners, and a wooden rigid frame structure is constructed by connecting wooden columns and beams that form a gate-shaped frame (for example, see Patent Document 1).

特開2005-299150号公報JP 2005-299150 A

ところで、木造軸組工法における梁と柱の接合構造には、例えば以下の複数の形態がある。その一つの形態は、梁の上面や下面に柱が取り付けられる、所謂梁勝ちの接合構造において、例えばほぞパイプと称される金属パイプを柱と梁に跨るようにして双方に埋設し、ほぞパイプに開設されているピン孔と、梁や柱に開設されているピン孔を位置合わせして連通孔を形成し、連通孔に対して、ドリフトピン等の金属固定軸部材を挿入することにより形成される接合構造である。 By the way, there are a plurality of types of joint structures of beams and columns in the wooden frame construction method, for example, as shown below. One form of this is a so-called beam joint structure in which a pillar is attached to the top or bottom of the beam, and a metal pipe called a tenon pipe is buried in both sides so as to straddle the pillar and the beam. A communicating hole is formed by aligning the pin hole opened in the beam and the pin hole opened in the beam or column, and a metal fixed shaft member such as a drift pin is inserted into the communicating hole. This is a bonded structure.

また、他の一つの形態は、一対の金属接続片を梁の上下面に配設し、梁を貫通するボルト(取り付けボルト)にてこれらの金属接続片を接合する。柱には、梁と接続される端面からその内部に延びる収容溝が開設されている。金属接続片には、この収容溝に嵌り込む嵌り込み部材(金属プレートやほぞパイプ等)が取り付けられている。嵌り込み部材が収容溝に嵌り込み、双方の対応する位置にあるピン孔にて形成される連通孔に対して、ドリフトピン等の金属固定軸部材を挿入することにより形成される接合構造である。 In another embodiment, a pair of metal connection pieces are arranged on the upper and lower surfaces of the beam, and these metal connection pieces are joined by bolts (attachment bolts) that pass through the beam. A housing groove is formed in the column and extends into the column from the end surface connected to the beam. A fitting member (such as a metal plate or a tenon pipe) that fits into this accommodation groove is attached to the metal connection piece. This is a joining structure formed by fitting a fitting member into a housing groove and inserting a metal fixed shaft member such as a drift pin into a communicating hole formed by pin holes at corresponding positions on both sides. .

後者の接合構造によれば、より一層接合強度の高い木質軸部材の接合構造を形成することができる。しかしながら、この接合構造において、設計荷重(許容荷重)を決定する要因は、梁における柱のめり込みであり、このめり込みをもたらす荷重(めり込み荷重)以上の荷重を接合構造の設計において見込むことができない。例えば、木造の梁はその長手方向に繊維方向が配向するようにして製作されるため、この梁の側面に柱が取り付けられる接合構造においては、柱から作用する軸力(例えば圧縮力)により、梁には繊維直交方向にめり込みが生じ得る。そして、木質軸部材の側面における繊維直交方向のめり込み耐力は比較的低いことから、木質軸部材の接合構造における設計荷重がめり込み荷重により決定されることを勘案すると、木質軸部材の接合構造においては大きな設計荷重を見込むことが難しい。 According to the latter joint structure, it is possible to form a joint structure of wooden shaft members with even higher joint strength. However, in this joint structure, the factor that determines the design load (allowable load) is the sinking of the column into the beam, and a load greater than the load that causes this sinking (the sinking load) cannot be expected in the design of the joint structure. For example, wooden beams are manufactured with the fibers oriented in the longitudinal direction, so in a jointed structure in which columns are attached to the sides of the beam, the axial force (e.g. compressive force) acting from the columns causes The beam may sink in the direction perpendicular to the fibers. Since the sinking strength in the direction perpendicular to the fibers on the side surface of the wooden shaft member is relatively low, and considering that the design load in the joint structure of the wooden shaft member is determined by the sinking load, it is considered that the joint structure of the wooden shaft member has a large It is difficult to estimate the design load.

本発明は上記する課題に鑑みてなされたものであり、木質軸部材の接合構造の設計に際して、設計荷重を増加させることのできる木質軸部材の接合構造を提供することを目的としている。 The present invention has been made in view of the above problems, and an object of the present invention is to provide a joint structure for wooden shaft members that can increase the design load when designing a joint structure for wooden shaft members.

前記目的を達成すべく、本発明による木質軸部材の接合構造の一態様は、
取り付けボルトが貫通する第一ボルト孔を備えた第一木質軸部材と、第一接合金具の一部が嵌まり込む収容溝を備えた第二木質軸部材と、を有し、
前記第一接合金具は、前記第一木質軸部材に接続される第一接続片と、該第一接続片から立設して前記収容溝に嵌り込む嵌り込み部材とを備え、
前記第一接続片のうち、前記第一ボルト孔に対応する位置には第二ボルト孔が開設され、
前記嵌り込み部材には、金属固定軸部材が挿通される第一ピン孔が開設され、
前記第一木質軸部材に接続される第二接続片のみを備えた第二接合金具をさらに有し、該第二接続片のうち、前記第一ボルト孔に対応する位置には第三ボルト孔が開設され、
前記第一接合金具と前記第二接合金具が前記第一木質軸部材の対向する側面に配設され、前記第一ボルト孔と前記第二ボルト孔と前記第三ボルト孔に前記取り付けボルトが挿通されてボルト接合されており、
前記第二木質軸部材にはさらに、前記嵌り込み部材が前記収容溝に嵌まり込んだ状態において前記第一ピン孔に対応する位置に第二ピン孔が開設され、
前記第一ピン孔と対応する前記第二ピン孔に前記金属固定軸部材が挿通されることにより、前記第一木質軸部材と前記第二木質軸部材が接合されている、木質軸部材の接合構造において、
前記第一木質軸部材のうち、前記第一接続片が配設される箇所には第四ボルト孔が開設され、前記第二接続片が配設される箇所には第五ボルト孔が開設されており、
前記第四ボルト孔と前記第五ボルト孔にそれぞれ、金属補強軸部材が埋め込まれていることを特徴とする。
In order to achieve the above object, one aspect of the joint structure of the wooden shaft member according to the present invention is as follows:
a first wooden shaft member provided with a first bolt hole through which a mounting bolt passes; and a second wooden shaft member provided with a housing groove into which a portion of the first joint fitting is fitted;
The first joint fitting includes a first connection piece connected to the first wooden shaft member, and a fitting member that stands up from the first connection piece and fits into the accommodation groove,
A second bolt hole is opened in the first connection piece at a position corresponding to the first bolt hole,
The fitting member has a first pin hole through which the metal fixed shaft member is inserted,
It further includes a second joint fitting that includes only a second connection piece that is connected to the first wooden shaft member, and the second connection piece has a third bolt hole at a position corresponding to the first bolt hole. was established,
The first joint metal fitting and the second joint metal fitting are arranged on opposing sides of the first wooden shaft member, and the mounting bolt is inserted into the first bolt hole, the second bolt hole, and the third bolt hole. and bolted together.
A second pin hole is further provided in the second wooden shaft member at a position corresponding to the first pin hole when the fitting member is fitted into the accommodation groove,
Joining of wooden shaft members, in which the first wooden shaft member and the second wooden shaft member are joined by inserting the metal fixed shaft member into the second pin hole corresponding to the first pin hole. In structure,
Of the first wooden shaft member, a fourth bolt hole is provided at a location where the first connection piece is disposed, and a fifth bolt hole is provided at a location where the second connection piece is disposed. and
A metal reinforcing shaft member is embedded in each of the fourth bolt hole and the fifth bolt hole.

本態様によれば、第一木質軸部材を貫通する取り付けボルトにて第一接合金具と第二接合金具が接合され、第一接合金具を形成する嵌り込み部材が第二木質軸部材の収容溝に嵌り込み、金属固定軸部材にて第一接合金具と第二木質軸部材が固定される接合構造において、第一木質軸部材のうち、第一接合金具を形成する第一接続片が配設される箇所に設けられている第四ボルト孔と、第二接合金具を形成する第二接続片が配設される箇所に設けられている第五ボルト孔にそれぞれ金属補強軸部材が挿通されている。この構成により、第一木質軸部材に埋め込まれている金属補強軸部材の端面が第一接続片や第二接続片に当接してこれらを支持することにより、第一木質軸部材と金属補強軸部材の双方が第二木質軸部材から作用する軸力(圧縮力や引張力)に対抗することができる。 According to this aspect, the first joint metal fitting and the second joint metal fitting are joined by the mounting bolt penetrating the first wooden shaft member, and the fitting member forming the first joint metal fitting is inserted into the accommodation groove of the second wooden shaft member. In the joint structure in which the first joint fitting and the second wooden shaft member are fixed by the metal fixed shaft member, the first connecting piece forming the first joint fitting is arranged in the first wooden shaft member. A metal reinforcing shaft member is inserted into the fourth bolt hole provided at the location where the second connection piece forming the second joint fitting is disposed, and the fifth bolt hole provided at the location where the second connection piece forming the second joint fitting is disposed. There is. With this configuration, the end face of the metal reinforcing shaft member embedded in the first wooden shaft member contacts and supports the first connecting piece and the second connecting piece, so that the first wooden shaft member and the metal reinforcing shaft Both members can resist the axial force (compressive force or tensile force) acting from the second wooden shaft member.

本態様の接合構造は、例えば、第一木質軸部材が天井の梁であり、第二木質軸部材が天井の梁を支持する柱であり、これら天井の梁と柱の接合構造である。 The joint structure of this embodiment is, for example, a joint structure in which the first wooden shaft member is a ceiling beam, the second wooden shaft member is a column that supports the ceiling beam, and these ceiling beams and columns are joined.

従来の接合構造では、第二木質軸部材から作用する圧縮力等の軸力に対して第二木質軸部材のめり込み耐力のみで対抗していたため、この第二木質軸部材のめり込み耐力に相当する荷重(めり込み荷重)にて接合構造を設計する際の許容荷重が設定されていた。これに対して、本態様の接合構造では、例えば第一木質軸部材における第一接続片が当接する箇所に、第一接続片を下方から支持するようにして単数もしくは複数の金属補強軸部材が配設されている。そのため、第二木質軸部材から作用する圧縮力等の軸力は、第一接続片を介して第二木質軸部材と金属補強軸部材の双方に伝達される。 In the conventional joint structure, the axial force such as compressive force acting from the second wooden shaft member was countered only by the sinking strength of the second wooden shaft member, so the load corresponding to the sinking strength of the second wooden shaft member ( The allowable load when designing the joint structure was set based on the sinking load). On the other hand, in the joint structure of this embodiment, for example, one or more metal reinforcing shaft members are attached to the first wooden shaft member where the first connection piece comes into contact with the first connection piece so as to support the first connection piece from below. It is arranged. Therefore, axial force such as compressive force acting from the second wooden shaft member is transmitted to both the second wooden shaft member and the metal reinforcing shaft member via the first connection piece.

第一木質軸部材と金属補強軸部材に伝達される(それぞれが負担する)分担荷重は、例えば双方の剛性の割合に応じて決定され、第一木質軸部材は、そのめり込み耐力にて分担荷重に対抗し、金属補強軸部材は、第一木質軸部材との間の周面摩擦力等にて分担荷重に対抗する。第一木質軸部材に比べて金属補強軸部材の剛性が大きい場合は、金属補強軸部材が相対的に大きな分担荷重を負担することとなり、第一木質軸部材は、そのめり込み耐力に相当する荷重を受けるまでに余裕が生じることになり、接合構造における許容荷重を増加させることができる。 The shared load transmitted to the first wooden shaft member and the metal reinforced shaft member (to be borne by each member) is determined, for example, according to the ratio of the rigidity of both, and the first wooden shaft member carries the shared load based on its sinking capacity. In contrast, the metal reinforcing shaft member resists the shared load by the peripheral surface friction force between it and the first wooden shaft member. If the rigidity of the metal-reinforced shaft member is greater than that of the first wooden shaft member, the metal-reinforced shaft member will bear a relatively large shared load, and the first wooden shaft member will bear a load equivalent to its sinking strength. This creates a margin for the load to be applied, and the allowable load in the joint structure can be increased.

ここで、第二木質軸部材から軸力として圧縮力を受ける場合は、第一木質軸部材と第二木質軸部材に挟まれる位置にある第一接合金具の第一接続片を支持する金属補強軸部材が、作用する圧縮力の一部を負担する。一方、第二木質軸部材から軸力として引張力を受ける場合は、この引張力が第一接続片に接続される取り付けボルトを介して第二接合金具の第二接続片に伝達され、第二接続片を支持する金属補強軸部材が、作用する引張力の一部を負担する。このように、第二木質軸部材から軸力として圧縮力と引張力が作用する場合には、圧縮力と引張力のそれぞれに対応する金属補強軸部材が、第二木質軸部材から作用する軸力の一部を負担することができる。 Here, when receiving compressive force as an axial force from the second wooden shaft member, metal reinforcement supporting the first connecting piece of the first joint fitting located at a position sandwiched between the first wooden shaft member and the second wooden shaft member The shaft member bears part of the applied compressive force. On the other hand, when a tensile force is received as an axial force from the second wooden shaft member, this tensile force is transmitted to the second connecting piece of the second joint fitting via the mounting bolt connected to the first connecting piece, and the second The metal reinforcing shaft member supporting the connecting piece bears part of the applied tensile force. In this way, when compressive force and tensile force act as axial forces from the second wooden shaft member, the metal reinforcing shaft members corresponding to the compressive force and tensile force, respectively, act on the shaft acting from the second wooden shaft member. can bear some of the power.

本態様において、金属固定軸部材としては、ドリフトピンやボルト等が適用できる。また、金属補強軸部材としては、鋼棒(異形棒鋼、丸鋼)をはじめ、様々な金属製の軸部材が適用できる。さらに、第一接合金具を形成する嵌り込み部材としては、鋼板やほぞパイプ等が適用でき、第二木質軸部材の収容溝は、これら鋼板やほぞパイプに対応する形状及び寸法のものが適用される。 In this embodiment, drift pins, bolts, etc. can be used as the metal fixed shaft member. In addition, various metal shaft members, including steel bars (deformed steel bars, round steel bars), can be used as the metal reinforcing shaft member. Furthermore, steel plates, tenon pipes, etc. can be used as the fitting members that form the first connecting fitting, and the accommodation grooves of the second wooden shaft member are applied with shapes and dimensions that correspond to these steel plates and tenon pipes.

また、本発明による木質軸部材の接合構造の他の態様は、
取り付けボルトが貫通する第一ボルト孔を備えた第一木質軸部材と、第一接合金具の一部が嵌まり込む収容溝を備えた第二木質軸部材と、を有し、
一対の前記第一ボルト孔は、前記第二木質軸部材の長手方向に見て、前記第二木質軸部材の対角に配置され、
前記第一接合金具は、前記第一木質軸部材に接続される第一接続片と、該第一接続片から立設して前記収容溝に嵌り込む嵌り込み部材とを備え、
前記第一接続片のうち、一対の前記第一ボルト孔に対応する位置には一対の第二ボルト孔が開設され、
前記嵌り込み部材には、金属固定軸部材が挿通される第一ピン孔が開設され、
二つの前記第一接合金具が前記第一木質軸部材の対向する側面に配設され、前記第一ボルト孔と二つの前記第二ボルト孔に前記取り付けボルトが挿通されてボルト接合されており、
該第二木質軸部材にはさらに、前記嵌り込み部材が前記収容溝に嵌まり込んだ状態において前記第一ピン孔に対応する位置に第二ピン孔が開設され、
前記第一ピン孔と対応する前記第二ピン孔に前記金属固定軸部材が挿通されることにより、前記第一木質軸部材と前記第二木質軸部材が接合されている、木質軸部材の接合構造において、
前記第一木質軸部材のうち、一方の前記第一接続片が配設される箇所には第四ボルト孔が開設され、他方の前記第一接続片が配設される箇所には第五ボルト孔が開設されており、
前記第四ボルト孔と前記第五ボルト孔にそれぞれ、金属補強軸部材が埋め込まれ
前記嵌り込み部材は、板状を成し、
前記二つの前記第一接合金具の前記嵌り込み部材の板厚方向は、互いに直交する方向に配置され、
前記二つの前記第一接合金具の前記嵌り込み部材の前記第一ピン孔に挿通される前記金属固定軸部材は、互いに直交する方向に配置されていることを特徴とする。
Further, other aspects of the joint structure of the wooden shaft member according to the present invention are as follows:
a first wooden shaft member provided with a first bolt hole through which a mounting bolt passes; and a second wooden shaft member provided with a housing groove into which a portion of the first joint fitting is fitted;
The pair of first bolt holes are arranged at diagonal corners of the second wooden shaft member when viewed in the longitudinal direction of the second wooden shaft member,
The first joint fitting includes a first connection piece connected to the first wooden shaft member, and a fitting member that stands up from the first connection piece and fits into the accommodation groove,
A pair of second bolt holes are opened in the first connection piece at positions corresponding to the pair of first bolt holes,
The fitting member has a first pin hole through which the metal fixed shaft member is inserted,
The two first joining fittings are arranged on opposing sides of the first wooden shaft member, and the mounting bolts are inserted into the first bolt hole and the two second bolt holes to be bolted together,
The second wooden shaft member further has a second pin hole at a position corresponding to the first pin hole when the fitting member is fitted into the accommodation groove,
Joining of wooden shaft members, in which the first wooden shaft member and the second wooden shaft member are joined by inserting the metal fixed shaft member into the second pin hole corresponding to the first pin hole. In structure,
A fourth bolt hole is provided at a location where one of the first connection pieces is disposed in the first wooden shaft member, and a fifth bolt hole is provided at a location where the other first connection piece is disposed. A hole has been opened,
A metal reinforcing shaft member is embedded in each of the fourth bolt hole and the fifth bolt hole ,
The fitting member has a plate shape,
The plate thickness directions of the fitting members of the two first joint fittings are arranged in directions orthogonal to each other,
The metal fixed shaft members inserted into the first pin holes of the fitting members of the two first joint fittings are arranged in directions perpendicular to each other.

本態様によっても、第一木質軸部材と金属補強軸部材の双方が、第二木質軸部材から作用する軸力(圧縮力や引張力)に対抗することができる。本態様においては、第一接続片と嵌り込み部材を有する二つの第一接合金具が第一木質軸部材の上下面に配設され、第一木質軸部材を貫通する取り付けボルトが一対の第一接続片を接合する。そして、上下の嵌り込み部材が、第一木質軸部材の上下にある第二木質軸部材の収容溝に嵌り込み、金属固定軸部材にて固定される。このような構成を有する本態様の接合構造は、例えば、第一木質軸部材が二階や三階といった上階の梁(床梁や階間梁等)であり、第二木質軸部材が上階の柱と下階の柱である、梁と柱の接合構造となる。 Also according to this aspect, both the first wooden shaft member and the metal reinforcing shaft member can resist the axial force (compressive force or tensile force) acting from the second wooden shaft member. In this embodiment, two first joint fittings each having a first connection piece and a fitting member are disposed on the upper and lower surfaces of the first wooden shaft member, and a pair of first connecting bolts passing through the first wooden shaft member are arranged on the upper and lower surfaces of the first wooden shaft member. Join the connecting pieces. Then, the upper and lower fitting members fit into the accommodation grooves of the second wooden shaft members located above and below the first wooden shaft member, and are fixed by the metal fixed shaft members. In the joint structure of this embodiment having such a configuration, for example, the first wooden shaft member is a beam on an upper floor such as the second or third floor (floor beam, inter-floor beam, etc.), and the second wooden shaft member is a beam on the upper floor. This is a beam-to-column joint structure, with the columns on the lower floor and the columns on the lower floor.

また、本発明による木質軸部材の接合構造の他の態様は、
取り付けボルトが貫通する第一ボルト孔を備えた第一木質軸部材と、第一接合金具の一部が嵌まり込む収容溝を備えた第二木質軸部材と、を有し、
前記第一接合金具は、前記第一木質軸部材に接続される第一接続片と、該第一接続片から立設して前記収容溝に嵌り込む嵌り込み部材とを備え、
前記第一接続片のうち、前記第一ボルト孔に対応する位置には第二ボルト孔が開設され、
前記嵌り込み部材には、金属固定軸部材が挿通される第一ピン孔が開設され、
前記第一木質軸部材が接続される基礎をさらに有し、
前記取り付けボルトは、前記基礎から上方に張り出すアンカーボルトであり、
前記第一接合金具と前記基礎が前記第一木質軸部材の対向する側面に配設され、前記第一ボルト孔と前記第二ボルト孔に前記アンカーボルトが挿通されてボルト接合されており、
前記第二木質軸部材にはさらに、前記嵌り込み部材が前記収容溝に嵌まり込んだ状態において前記第一ピン孔に対応する位置に第二ピン孔が開設され、
前記第一ピン孔と対応する前記第二ピン孔に前記金属固定軸部材が挿通されることにより、前記第一木質軸部材と前記第二木質軸部材が接合されている、木質軸部材の接合構造において、
前記第一木質軸部材のうち、前記第一接続片が配設される箇所には第四ボルト孔が開設され、前記基礎が配設される箇所には第五ボルト孔が開設されており、
前記第四ボルト孔と前記第五ボルト孔にそれぞれ、金属補強軸部材が埋め込まれていることを特徴とする。
Further, other aspects of the joint structure of the wooden shaft member according to the present invention are as follows:
a first wooden shaft member provided with a first bolt hole through which a mounting bolt passes; and a second wooden shaft member provided with a housing groove into which a portion of the first joint fitting is fitted;
The first joint fitting includes a first connection piece connected to the first wooden shaft member, and a fitting member that stands up from the first connection piece and fits into the accommodation groove,
A second bolt hole is opened in the first connection piece at a position corresponding to the first bolt hole,
The fitting member has a first pin hole through which the metal fixed shaft member is inserted,
further comprising a foundation to which the first wooden shaft member is connected;
The mounting bolt is an anchor bolt that extends upward from the foundation,
The first joint fitting and the foundation are disposed on opposing sides of the first wooden shaft member, and the anchor bolt is inserted into the first bolt hole and the second bolt hole and bolted together,
A second pin hole is further provided in the second wooden shaft member at a position corresponding to the first pin hole when the fitting member is fitted into the accommodation groove,
Joining of wooden shaft members, in which the first wooden shaft member and the second wooden shaft member are joined by inserting the metal fixed shaft member into the second pin hole corresponding to the first pin hole. In structure,
Of the first wooden shaft member, a fourth bolt hole is provided at a location where the first connection piece is provided, and a fifth bolt hole is provided at a location where the foundation is provided,
A metal reinforcing shaft member is embedded in each of the fourth bolt hole and the fifth bolt hole.

本態様によっても、第一木質軸部材と金属補強軸部材の双方が、第二木質軸部材から作用する軸力(圧縮力や引張力)に対抗することができる。本態様においては、基礎から上方に張り出すアンカーボルトが取り付けボルトであり、この取り付けボルトが第一木質軸部材を貫通して、第一木質軸部材の上面に配設されている第一接合金具の第一接続片に接続され、第一木質軸部材と例えば鉄筋コンクリート製の基礎とを繋ぐ。従って、本態様の接合構造は、例えば、第一木質軸部材が布基礎等の上に配設される土台の梁であり、第二木質軸部材が一階の柱である、梁と柱の接合構造となる。 Also according to this aspect, both the first wooden shaft member and the metal reinforcing shaft member can resist the axial force (compressive force or tensile force) acting from the second wooden shaft member. In this aspect, the anchor bolt extending upward from the foundation is a mounting bolt, and this mounting bolt passes through the first wooden shaft member, and the first joint metal fitting is disposed on the upper surface of the first wooden shaft member. The first connecting piece connects the first wooden shaft member to a foundation made of reinforced concrete, for example. Therefore, in the joint structure of this embodiment, for example, the first wooden shaft member is a beam of a foundation installed on a cloth foundation, etc., and the second wooden shaft member is a column on the first floor. It becomes a bonded structure.

また、本発明による木質軸部材の接合構造の他の態様は、前記金属補強軸部材が、周面にネジ溝を備えたボルトであることを特徴とする。 Another aspect of the joining structure for wooden shaft members according to the present invention is characterized in that the metal reinforcing shaft member is a bolt with a threaded groove on its circumferential surface.

本態様によれば、金属補強軸部材がその周面にネジ溝を備えたボルトであることにより、第一木質軸部材と金属補強軸部材の間の周面摩擦力が大きくなり、第一木質軸部材と金属補強軸部材の接合強度を高めることができる。このことにより、相互に高い接合強度にて接合されている第一木質軸部材と金属補強軸部材が、一体となって第二木質軸部材から作用する軸力に対抗することができる。ここで、金属補強軸部材を形成するボルトは、取り付けボルトに比べて相対的に大径のボルトが適用されるのがよく、例えば、市販のラグスクリューボルトを適用できる。例えば、ラグスクリューボルトを第四ボルト孔や第五ボルト孔に捻じ込むことにより、第一木質軸部材の内部にラグスクリューボルトを埋設することができる。この際、ラグスクリューボルトの頭部は、六角頭を有していてもよし、雌螺子が設けられていてもよいし、雄螺子が設けられていてもよく、これら様々な態様の頭部に回転工具を嵌め込み、ラグスクリューボルトの捩じ込みを実行することができる。 According to this aspect, since the metal-reinforced shaft member is a bolt with a thread groove on its circumferential surface, the circumferential friction force between the first wood-based shaft member and the metal-reinforced shaft member increases, and the first wood-based shaft member The joint strength between the shaft member and the metal-reinforced shaft member can be increased. As a result, the first wooden shaft member and the metal reinforcing shaft member, which are joined to each other with high joint strength, can integrally resist the axial force acting from the second wooden shaft member. Here, the bolts forming the metal reinforcing shaft member are preferably bolts with a relatively larger diameter than the mounting bolts, and for example, commercially available lag screw bolts can be used. For example, the lag screw bolt can be embedded inside the first wooden shaft member by screwing the lag screw bolt into the fourth bolt hole or the fifth bolt hole. At this time, the head of the lag screw bolt may have a hexagonal head, may be provided with a female thread, or may be provided with a male thread. A rotary tool can be inserted and the lag screw bolt can be screwed in.

また、本発明による木質軸部材の接合構造の他の態様は、前記第四ボルト孔と前記第五ボルト孔が連通した連通ボルト孔を形成しており、該連通ボルト孔に前記金属補強軸部材が挿通されていることを特徴とする。 Further, in another aspect of the joint structure of the wooden shaft member according to the present invention, a communicating bolt hole is formed in which the fourth bolt hole and the fifth bolt hole communicate with each other, and the communicating bolt hole is connected to the metal reinforcing shaft member. is inserted through it.

本態様によれば、第四ボルト孔と第五ボルト孔が連通した連通ボルト孔を形成し、この連通ボルト孔に第一木質軸部材の対向する側面間に跨る長さを有する金属補強軸部材が挿通されていることにより、金属補強軸部材(の端面)は、第一木質軸部材の対向する上下面に配設されている第一接合金具の第一接続片に当接し、あるいは、第一木質軸部材の対向する上下面に配設されている第一接合金具の第一接続片と第二接合金具の第二接続片に当接し、第二木質軸部材から作用する圧縮力と引張力の双方に対して、共通の金属補強軸部材が対抗することが可能になる。 According to this embodiment, the fourth bolt hole and the fifth bolt hole communicate to form a communicating bolt hole, and a metal reinforcing shaft member having a length spanning between the opposing side surfaces of the first wooden shaft member is inserted into this communicating bolt hole, so that (the end face of) the metal reinforcing shaft member abuts against the first connecting piece of the first connecting metal fitting arranged on the opposing upper and lower surfaces of the first wooden shaft member, or abuts against the first connecting piece of the first connecting metal fitting and the second connecting piece of the second connecting metal fitting arranged on the opposing upper and lower surfaces of the first wooden shaft member, making it possible for the common metal reinforcing shaft member to resist both compressive and tensile forces acting from the second wooden shaft member.

以上の説明から理解できるように、本発明の木質軸部材の接合構造によれば、接合構造における設計荷重を増加させることができる。 As can be understood from the above explanation, the joint structure of the wooden shaft member of the present invention makes it possible to increase the design load of the joint structure.

第1実施形態に係る木質軸部材の接合構造を形成する、第一木質軸部材、第一接合金具、第二接合金具、取り付けボルト、及び金属補強軸部材が相互に組み付けられる前の分解斜視図である。An exploded perspective view of a first wooden shaft member, a first joint metal fitting, a second joint metal fitting, a mounting bolt, and a metal reinforcing shaft member, which form the joint structure of the wooden shaft member according to the first embodiment, before being assembled to each other. It is. 第一接合金具、第二接合金具、取り付けボルト、及び金属補強軸部材が組み付けられた第一木質軸部材と、第二木質軸部材の分解斜視図である。1 is an exploded oblique view of a first wooden shaft member to which a first connecting fitting, a second connecting fitting, an attachment bolt, and a metal reinforcing shaft member are assembled, and a second wooden shaft member; 第1実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。FIG. 2 is a perspective view showing an example of the joint structure of the wooden shaft member according to the first embodiment. (a)は、第二木質軸部材から軸力として圧縮力が第一木質軸部材に作用した際の対抗力を説明する模式図であり、(b)は、第二木質軸部材から軸力として引張力が第一木質軸部材に作用した際の対抗力を説明する模式図である。(a) is a schematic diagram illustrating the opposing force when compressive force acts on the first wooden shaft member as an axial force from the second wooden shaft member, and (b) is a schematic diagram illustrating the axial force from the second wooden shaft member. FIG. 2 is a schematic diagram illustrating the opposing force when a tensile force acts on the first wooden shaft member. 第2実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。It is a perspective view which shows an example of the joint structure of the wooden shaft member based on 2nd Embodiment. 第3実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。It is a perspective view which shows an example of the joint structure of the wooden shaft member based on 3rd Embodiment. 第4実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。It is a perspective view which shows an example of the joint structure of the wooden shaft member based on 4th Embodiment. 第5実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。It is a perspective view which shows an example of the joint structure of the wooden shaft member based on 5th Embodiment.

以下、各実施形態に係る木質軸部材の接合構造について、添付の図面を参照しながら説明する。尚、本明細書及び図面において、実質的に同一の構成要素については、同一の符号を付することにより重複した説明を省く場合がある。 Hereinafter, the joint structure of the wooden shaft member according to each embodiment will be described with reference to the attached drawings. Note that, in this specification and the drawings, substantially the same constituent elements may be given the same reference numerals to omit redundant explanation.

[第1実施形態に係る木質軸部材の接合構造]
はじめに、図1乃至図4を参照して、第1実施形態に係る木質軸部材の接合構造について説明する。ここで、図1は、第1実施形態に係る木質軸部材の接合構造を形成する、第一木質軸部材、第一接合金具、第二接合金具、取り付けボルト、及び金属補強軸部材が相互に組み付けられる前の分解斜視図であり、図2は、第一接合金具、第二接合金具、取り付けボルト、及び金属補強軸部材が組み付けられた第一木質軸部材と、第二木質軸部材の分解斜視図である。また、図3は、第1実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。さらに、図4(a)は、第二木質軸部材から軸力として圧縮力が第一木質軸部材に作用した際の対抗力を説明する模式図であり、図4(b)は、第二木質軸部材から軸力として引張力が第一木質軸部材に作用した際の対抗力を説明する模式図である。
[Joint structure of wooden shaft member according to the first embodiment]
First, the joint structure of the wooden shaft member according to the first embodiment will be described with reference to Fig. 1 to Fig. 4. Here, Fig. 1 is an exploded perspective view of the first wooden shaft member, the first joint fitting, the second joint fitting, the mounting bolt, and the metal reinforcing shaft member before they are assembled to each other, which form the joint structure of the wooden shaft member according to the first embodiment, and Fig. 2 is an exploded perspective view of the first wooden shaft member and the second wooden shaft member to which the first joint fitting, the second joint fitting, the mounting bolt, and the metal reinforcing shaft member are assembled. Fig. 3 is a perspective view showing an example of the joint structure of the wooden shaft member according to the first embodiment. Furthermore, Fig. 4(a) is a schematic diagram explaining the counter force when a compressive force acts on the first wooden shaft member as an axial force from the second wooden shaft member, and Fig. 4(b) is a schematic diagram explaining the counter force when a tensile force acts on the first wooden shaft member as an axial force from the second wooden shaft member.

木質軸部材の接合構造100は、木製の天井梁(木製梁の一例)である第一木質軸部材10と、木製柱である第二木質軸部材20との接合構造である。図2に示すように、第一木質軸部材10と第二木質軸部材20はいずれも、複数のラミナ11,21が積層してなる集成材により形成されており、繊維方向がそれぞれの部材の長手方向となっている。尚、第一木質軸部材10と第二木質軸部材20はその他、無垢材により形成されてもよい。 The joint structure 100 for wooden shaft members is a joint structure between a first wooden shaft member 10, which is a wooden ceiling beam (an example of a wooden beam), and a second wooden shaft member 20, which is a wooden pillar. As shown in FIG. 2, both the first wooden shaft member 10 and the second wooden shaft member 20 are made of laminated wood consisting of multiple laminae 11, 21 stacked together, with the fiber direction being the longitudinal direction of each member. The first wooden shaft member 10 and the second wooden shaft member 20 may alternatively be made of solid wood.

図1に示すように、第一木質軸部材10には、頭付きの取り付けボルト38が貫通する第一ボルト孔12が開設されており、図示例では、二本の取り付けボルト38が貫通する二つの第一ボルト孔12が、平面視において正方形の一方の対角位置に設けられている。 As shown in FIG. 1, the first wooden shaft member 10 is provided with a first bolt hole 12 through which a mounted bolt 38 with a head passes. Two first bolt holes 12 are provided at one diagonal position of the square in plan view.

第一木質軸部材10と第二木質軸部材20を直接接続する第一接合金具33は、第一木質軸部材10の側面(図示例は下面)に当接される第一接続片31と、第一接続片31から立設(図示例は垂下しているが、これも立設に含まれるものとする)して第二木質軸部材20の収容溝22に嵌り込む嵌り込み部材32とを有する。第一接続片31と嵌り込み部材32は、いずれも平鋼により形成されている。尚、嵌り込み部材32はその他、鋼製のほぞパイプ等であってもよい。 The first joint fitting 33 that directly connects the first wooden shaft member 10 and the second wooden shaft member 20 includes a first connecting piece 31 that comes into contact with the side surface (lower surface in the illustrated example) of the first wooden shaft member 10; A fitting member 32 is installed upright from the first connection piece 31 (in the illustrated example, it is hanging down, but this is also included in the upright installation) and fitted into the accommodation groove 22 of the second wooden shaft member 20. have The first connecting piece 31 and the fitting member 32 are both formed of flat steel. In addition, the fitting member 32 may also be a steel tenon pipe or the like.

第一接続片31のうち、第一木質軸部材10の備える第一ボルト孔12に対応する位置には、複数(図示例は二つ)の第二ボルト孔31aが開設され、嵌り込み部材32には、金属固定軸部材40(図2参照)が挿通される複数(図示例は四つ)の第一ピン孔32aが開設されている。 The first connecting piece 31 has a plurality of second bolt holes 31a (two in the illustrated example) at positions corresponding to the first bolt holes 12 of the first wooden shaft member 10, and the fitting member 32 has a plurality of first pin holes 32a (four in the illustrated example) through which the metal fixing shaft member 40 (see FIG. 2) is inserted.

第一木質軸部材10において、第一接合金具33が当接される下面に対向する上面には、第二接続片のみを備えている第二接合金具34が配設される。第二接続片34のち、第一ボルト孔12に対応する位置には、複数(図示例は二つ)の第三ボルト孔34aが開設されている。 In the first wooden shaft member 10, a second joining fitting 34 including only a second connecting piece is disposed on the upper surface opposite to the lower surface against which the first joining fitting 33 comes into contact. A plurality of (two in the illustrated example) third bolt holes 34a are opened at positions corresponding to the first bolt holes 12 after the second connection piece 34.

第一木質軸部材10にはさらに、第一接続片31が配設される箇所に二つの第四ボルト孔13が開設され、第二接続片34が配設される箇所に二つの第五ボルト孔14が開設されている。第四ボルト孔13と第五ボルト孔14は同軸上にあり、双方は連通していない。また、平面視において、正方形の対角位置にある二つの第一ボルト孔12とは異なる他方の対角位置に、二つの第四ボルト孔13と二つの第五ボルト孔14が設けられている。 The first wooden shaft member 10 further has two fourth bolt holes 13 at the location where the first connecting piece 31 is disposed, and two fifth bolt holes 14 at the location where the second connecting piece 34 is disposed. The fourth bolt hole 13 and the fifth bolt hole 14 are coaxial and do not communicate with each other. In addition, in a plan view, the two fourth bolt holes 13 and the two fifth bolt holes 14 are provided at the other diagonal position different from the two first bolt holes 12 at the diagonal positions of the square.

第四ボルト孔13と第五ボルト孔14にはそれぞれ、金属補強軸部材50がX1方向及びX2方向に捻じ込まれる。第四ボルト孔13と第五ボルト孔14に金属補強軸部材50が捻じ込まれた状態において、金属補強軸部材50の上端もしくは下端は、第一木質軸部材10の上面もしくは下面に面一となっており、従って、上方にある金属補強軸部材50の上端は第二接続片34に当接し、下方にある金属補強軸部材50の下端は第一接続片31に当接している。 Metal reinforcing shaft members 50 are screwed into the fourth bolt hole 13 and the fifth bolt hole 14 in the X1 direction and the X2 direction, respectively. When the metal reinforcing shaft member 50 is screwed into the fourth bolt hole 13 and the fifth bolt hole 14, the upper end or lower end of the metal reinforcing shaft member 50 is flush with the upper or lower surface of the first wooden shaft member 10. Therefore, the upper end of the metal reinforcing shaft member 50 located above contacts the second connecting piece 34, and the lower end of the metal reinforcing shaft member 50 located below contacts the first connecting piece 31.

ここで、金属補強軸部材50は、その周面にネジ溝を備えたボルトであり、金属補強軸部材50には、取り付けボルト38に比べて相対的に大径のボルトが適用され、例えば市販のラグスクリューボルトが適用できる。図示例の金属補強軸部材50は、その一端に雌螺子51を備えており、雌螺子51に回転工具(図示せず)の先端が嵌合され、第四ボルト孔13や第五ボルト孔14に捻じ込まれるようになっている。尚、金属補強軸部材50が、その一端に雄螺子や六角頭を有していてもよく、いずれも回転工具の先端が嵌合される。 Here, the metal reinforcing shaft member 50 is a bolt having a thread groove on its circumferential surface, and a bolt having a relatively larger diameter than the mounting bolt 38 is applied to the metal reinforcing shaft member 50, for example, a bolt that is commercially available. Lag screw bolts can be applied. The metal reinforcing shaft member 50 in the illustrated example has a female screw 51 at one end, and the tip of a rotary tool (not shown) is fitted into the female screw 51, and the fourth bolt hole 13 and the fifth bolt hole 14 are fitted into the female screw 51. It is becoming more and more complicated. Note that the metal reinforcing shaft member 50 may have a male screw or a hexagonal head at one end, into which the tip of a rotary tool is fitted.

金属補強軸部材50として、その周面にネジ溝を備えたボルトが適用されることにより、第一木質軸部材10と金属補強軸部材50の間の周面摩擦力が大きくなり、第一木質軸部材10と金属補強軸部材50の接合強度を高めることができる。第四ボルト孔13と第五ボルト孔14にそれぞれ、金属補強軸部材50が捻じ込まれた後、第一木質軸部材10の上面に第二接続片34を配設し、第一木質軸部材10の下面に第一接続片31(第一接合金具33)を配設し、対応する第三ボルト孔34aと第一ボルト孔12と第二ボルト孔31aに対して取り付けボルト38をX3方向に挿通する。取り付けボルト38は、その一端において第二接続片34に係合する六角頭等の頭部38bを備え、その他端に雄螺子38aを備えている。第一接続片31の第二ボルト孔31aから突出した雄螺子38aに締め付けナット39をX4方向に螺合して締め付けることにより、内部に複数の金属補強軸部材50が埋設された第一木質軸部材10に対して、取り付けボルト38を介して相互に接続される第一接合金具33と第二接合金具34が組み付けられる(図2の上図参照)。尚、取り付けボルト38が、頭部38bを具備せず、六角ナット等に締め付けられる形態であってもよい。 By using a bolt with a thread groove on its circumferential surface as the metal reinforcing shaft member 50, the circumferential surface friction force between the first wooden shaft member 10 and the metal reinforcing shaft member 50 increases, and the first wooden shaft member 50 The bonding strength between the shaft member 10 and the metal reinforcing shaft member 50 can be increased. After the metal reinforcing shaft member 50 is screwed into the fourth bolt hole 13 and the fifth bolt hole 14, respectively, the second connecting piece 34 is arranged on the upper surface of the first wooden shaft member 10, and the first wooden shaft member A first connecting piece 31 (first joining metal fitting 33) is arranged on the lower surface of 10, and a mounting bolt 38 is inserted in the X3 direction into the corresponding third bolt hole 34a, first bolt hole 12, and second bolt hole 31a. Insert. The mounting bolt 38 has a head 38b such as a hexagonal head that engages with the second connecting piece 34 at one end, and a male screw 38a at the other end. A first wooden shaft with a plurality of metal reinforcing shaft members 50 embedded therein by screwing a tightening nut 39 in the X4 direction onto the male screw 38a protruding from the second bolt hole 31a of the first connecting piece 31 and tightening it. A first joining metal fitting 33 and a second joining metal fitting 34, which are connected to each other via a mounting bolt 38, are assembled to the member 10 (see the upper diagram of FIG. 2). Note that the mounting bolt 38 may not include the head 38b and may be tightened with a hexagonal nut or the like.

図2に示すように、第一木質軸部材10の下面に取り付けられている第一接合金具33を形成する嵌り込み部材32は、下方にある第二木質軸部材20側に延設している。第二木質軸部材20のうち、その上面の中央位置からその内部に亘り、嵌り込み部材32と同形状及び同寸法の収容溝22が開設されている。また、第二木質軸部材20には、嵌り込み部材32が収容溝22に嵌まり込んだ状態において、第一ピン孔32aに対応する位置に第二ピン孔23が開設されている。さらに、第二木質軸部材20の上端面には、第一木質軸部材10と相互に接合された際に、下方に突出する締め付けナット39や取り付けボルト38の端部を収容するボルトナット収容溝24が開設されている。 As shown in FIG. 2, the fitting member 32 forming the first joint fitting 33 attached to the lower surface of the first wooden shaft member 10 extends toward the second wooden shaft member 20 located below. . A housing groove 22 having the same shape and size as the fitting member 32 is provided in the second wooden shaft member 20 from the center of the upper surface thereof to the inside thereof. Further, in the second wooden shaft member 20, a second pin hole 23 is formed at a position corresponding to the first pin hole 32a when the fitting member 32 is fitted into the housing groove 22. Further, the upper end surface of the second wooden shaft member 20 is provided with a bolt/nut accommodating groove for accommodating the ends of the tightening nuts 39 and the mounting bolts 38 that protrude downward when the second wooden shaft member 20 is joined to the first wooden shaft member 10. 24 have been established.

図2に示すように、第二木質軸部材20の収容溝22に対して、第一木質軸部材10の下面から突出する嵌り込み部材32をX5方向に嵌め込む。この嵌め込みにより、図3に示すように、対応する第一ピン孔32aと第二ピン孔23により連通ピン孔25が形成される。複数(図示例は四つ)の連通ピン孔25にそれぞれ、図2に示すように金属固定軸部材40をX6方向へ挿通することにより、図3に示す接合構造100が形成される。ここで、金属固定軸部材40としては、ドリフトピンやボルト等が適用できる。 As shown in FIG. 2, the fitting member 32 protruding from the lower surface of the first wooden shaft member 10 is fitted into the accommodation groove 22 of the second wooden shaft member 20 in the X5 direction. By this fitting, as shown in FIG. 3, a communicating pin hole 25 is formed by the corresponding first pin hole 32a and second pin hole 23. The joining structure 100 shown in FIG. 3 is formed by inserting the metal fixed shaft member 40 in the X6 direction as shown in FIG. 2 into each of the plurality of (four in the illustrated example) communicating pin holes 25. Here, as the metal fixed shaft member 40, a drift pin, a bolt, etc. can be applied.

図4(a)と図4(b)に示すように、天井梁である第一木質軸部材10には、地震時や強風時等において木造軸組架構に水平力が作用して転倒モーメントが生じた際に、第二木質軸部材20から軸力として圧縮力N1や引張力N2が作用する。 As shown in FIGS. 4(a) and 4(b), the first wooden shaft member 10, which is a ceiling beam, receives an overturning moment due to horizontal force acting on the wooden framework during earthquakes, strong winds, etc. When this occurs, compressive force N1 and tensile force N2 act as axial force from the second wooden shaft member 20.

まず、図4(a)に示すように、第二木質軸部材20から軸力として圧縮力N1が作用する場合について、この圧縮力N1に対抗する第一木質軸部材10における対抗力について説明する。 First, as shown in FIG. 4(a), in the case where a compressive force N1 acts as an axial force from the second wooden shaft member 20, the counterforce in the first wooden shaft member 10 that opposes this compressive force N1 will be explained. .

第一木質軸部材10の下方にある第二木質軸部材20より、上向きの圧縮力N1が軸力として作用する場合、圧縮力N1は、第二木質軸部材20に接続される第一接合金具33の第一接続片31を介して、第一木質軸部材10における第一接続片31に当接する箇所に作用する。従来の木質軸部材の接合構造、すなわち、金属補強軸部材50を備えていない接合構造においては、作用する圧縮力N1を、第一木質軸部材10における第一接続片31に当接する箇所のめり込み耐力のみにより対抗していた。木質軸部材の側面における繊維直交方向のめり込み耐力は比較的低いことから、従来の接合構造における設計荷重は、このめり込み耐力に相当する荷重(めり込み荷重)により決定されることが往々にしてあり、従って木質軸部材の接合構造においては大きな設計荷重を見込むことが難しかった。 When an upward compressive force N1 acts as an axial force from the second wooden shaft member 20 below the first wooden shaft member 10, the compressive force N1 acts on the first wooden shaft member 10 at a point where the first wooden shaft member 10 abuts against the first connecting piece 31 through the first connecting piece 31 of the first connecting metal fitting 33 connected to the second wooden shaft member 20. In a conventional wooden shaft member joint structure, i.e., a joint structure that does not have a metal reinforcing shaft member 50, the compressive force N1 is countered only by the embedment strength of the first wooden shaft member 10 at the point where the first connecting piece 31 abuts. Since the embedment strength in the direction perpendicular to the grain on the side of the wooden shaft member is relatively low, the design load in a conventional joint structure is often determined by the load equivalent to this embedment strength (embedding load), and therefore it was difficult to anticipate a large design load in a wooden shaft member joint structure.

これに対して、図示する接合構造100においては、第一木質軸部材10における第一接続片31が当接する箇所に、第一接続片31を上方から支持するようにして複数(図示例は二つ)の金属補強軸部材50が配設されている。そのため、第二木質軸部材20から作用する圧縮力N1は、第一接続片31を介して第二木質軸部材20と金属補強軸部材50の双方に伝達されることになる。第一木質軸部材10と金属補強軸部材50に伝達されるそれぞれの分担荷重は、双方の剛性の割合に応じて決定される。そして、第一木質軸部材10は、そのめり込み耐力Pにて分担荷重に対抗し、金属補強軸部材50は、第一木質軸部材10との間の周面摩擦力Qにて分担荷重に対抗する。 On the other hand, in the illustrated joint structure 100, a plurality of first connection pieces 31 (in the illustrated example, two Two metal reinforcing shaft members 50 are provided. Therefore, the compressive force N1 acting from the second wooden shaft member 20 is transmitted to both the second wooden shaft member 20 and the metal reinforcing shaft member 50 via the first connection piece 31. The respective shared loads transmitted to the first wooden shaft member 10 and the metal reinforcing shaft member 50 are determined according to the ratio of their rigidities. The first wooden shaft member 10 resists the shared load with its sinking strength P, and the metal reinforced shaft member 50 resists the shared load with the circumferential frictional force Q between it and the first wooden shaft member 10. do.

例えば、第一木質軸部材10に比べて金属補強軸部材50の剛性が大きい場合は、金属補強軸部材50が相対的に大きな分担荷重を負担することとなり、第一木質軸部材10は、そのめり込み耐力に相当する荷重を受けるまでに余裕が生じることになる。例えば、第一木質軸部材10のめり込み耐力が1000である場合において、従来の構造では作用する軸力(設定荷重)はめり込み耐力の1000までしか設定できない。これに対して、図示する接合構造100では、第一木質軸部材10のめり込み耐力が1000であり、金属補強軸部材50と第一木質軸部材10との間の周面摩擦力が2000である場合に、最大で3000の荷重(圧縮力N1)まで接合構造100における許容荷重を増加させることができる。また、金属補強軸部材50と第一木質軸部材10の剛性比率が例えば3:1の場合には、実際に第二木質軸部材20から作用する圧縮力N1が1000である場合(許容荷重は上記するように3000である)、第一木質軸部材10の負担荷重は250(圧縮力1000の1/4)でよく、第一木質軸部材10の許容荷重(めり込み耐力に相当する荷重)の1000までにさらに負担可能な荷重に余裕(750の余裕)が生じることになる。 For example, if the rigidity of the metal reinforced shaft member 50 is greater than that of the first wooden shaft member 10, the metal reinforced shaft member 50 will bear a relatively large shared load, and the first wooden shaft member 10 will There will be some leeway before receiving a load equivalent to the sinking strength. For example, when the first wooden shaft member 10 has a sinking strength of 1000, in the conventional structure, the acting axial force (set load) can only be set up to the sinking strength of 1000. On the other hand, in the illustrated joint structure 100, the sinking strength of the first wooden shaft member 10 is 1000, and the peripheral surface friction force between the metal reinforcing shaft member 50 and the first wooden shaft member 10 is 2000. Furthermore, the allowable load in the joint structure 100 can be increased to a maximum of 3000 loads (compressive force N1). Further, when the rigidity ratio of the metal reinforced shaft member 50 and the first wooden shaft member 10 is, for example, 3:1, if the compressive force N1 actually acting from the second wooden shaft member 20 is 1000 (the allowable load is 3000 as described above), the load of the first wooden shaft member 10 may be 250 (1/4 of the compressive force of 1000), which is less than the allowable load of the first wooden shaft member 10 (load corresponding to the sinking strength). By 1000, there will be a margin (750 margin) in the load that can be borne.

一方、図4(b)に示すように、第二木質軸部材20から軸力として引張力N2が作用する場合、この引張力N2は、第一接続片31に接続される取り付けボルト38を介して第二接続片34に伝達され、第二接続片34を支持する上方の金属補強軸部材50が、作用する引張力N2の一部を負担する。すなわち、この場合においても、第一木質軸部材10は、そのめり込み耐力Pにて分担荷重に対抗し、上方の二つの金属補強軸部材50は、第一木質軸部材10との間の周面摩擦力Qにて分担荷重に対抗する。 On the other hand, as shown in FIG. 4(b), when the tensile force N2 acts as an axial force from the second wooden shaft member 20, this tensile force N2 is applied via the mounting bolt 38 connected to the first connecting piece 31. The upper metal reinforcing shaft member 50 that supports the second connecting piece 34 bears a part of the applied tensile force N2. That is, in this case as well, the first wooden shaft member 10 resists the shared load with its sinking strength P, and the two upper metal reinforcing shaft members 50 have a circumferential surface between them and the first wooden shaft member 10. The shared load is countered by frictional force Q.

図4(a)及び図4(b)にて示すように、第二木質軸部材20から軸力として圧縮力N1と引張力N2のいずれが作用する場合においても、圧縮力N1と引張力N2のそれぞれに対応する金属補強軸部材50(圧縮力N1には下方の金属補強軸部材50、引張力N2には上方の金属補強軸部材50)が、第二木質軸部材20から作用する軸力の一部を負担することができ、木質軸部材の接合構造100において見込むことのできる設計荷重を増加させることが可能になる。 As shown in FIGS. 4(a) and 4(b), when either the compressive force N1 or the tensile force N2 acts as an axial force from the second wooden shaft member 20, the compressive force N1 and the tensile force N2 The metal reinforcing shaft member 50 corresponding to each of (the lower metal reinforcing shaft member 50 for compressive force N1, the upper metal reinforcing shaft member 50 for tensile force N2) responds to the axial force acting from the second wooden shaft member 20. This makes it possible to increase the design load that can be expected in the joint structure 100 of wooden shaft members.

[第2実施形態に係る木質軸部材の接合構造]
次に、図5を参照して、第2実施形態に係る木質軸部材の接合構造の一例について説明する。ここで、図5は、第2実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。
[Joining structure of wooden shaft member according to second embodiment]
Next, with reference to FIG. 5, an example of the joint structure of the wooden shaft member according to the second embodiment will be described. Here, FIG. 5 is a perspective view showing an example of the joint structure of the wooden shaft member according to the second embodiment.

図示する木質軸部材の接合構造100Aは、金属補強軸部材50Aがその端部に雄螺子52を備え、第一接続片31に開設されている螺子孔(図示せず)を雄螺子52が貫通し、ナット53にて締め付けられることにより、金属補強軸部材50Aが第一接続片31に接続している点において、接合構造100と相違している。尚、上方の金属補強軸部材50Aも、その上端にある雄螺子がナット(いずれも図示せず)にて締め付けられ、第二接続片34に接続している。 The illustrated wooden shaft member joining structure 100A differs from joining structure 100 in that the metal reinforcing shaft member 50A has a male screw 52 at its end, which passes through a screw hole (not shown) in the first connecting piece 31 and is tightened with a nut 53, thereby connecting the metal reinforcing shaft member 50A to the first connecting piece 31. The upper metal reinforcing shaft member 50A also has a male screw at its upper end tightened with a nut (neither shown), connecting it to the second connecting piece 34.

このように、金属補強軸部材50Aが、ナット53を介して第一接続片31や第二接続片34に接続されていることにより、上方の金属補強軸部材50Aと下方の金属補強軸部材50Aはいずれも、第二木質軸部材20から作用する圧縮力と引張力の双方に対抗することができる。そのため、上下にある全て(図示例は四つ)の金属補強軸部材50Aを、第二木質軸部材20から作用する圧縮力と引張力の双方に対抗させることができ、接合構造における設計荷重をより一層増加させることが可能になる。 In this way, the metal reinforcing shaft member 50A is connected to the first connecting piece 31 and the second connecting piece 34 via the nut 53, so that the upper metal reinforcing shaft member 50A and the lower metal reinforcing shaft member 50A are connected to each other. Both can resist both compressive force and tensile force acting from the second wooden shaft member 20. Therefore, all the metal reinforcing shaft members 50A located above and below (four in the illustrated example) can resist both the compressive force and the tensile force acting from the second wooden shaft member 20, and the design load in the joint structure can be reduced. It becomes possible to further increase the amount.

[第3実施形態に係る木質軸部材の接合構造]
次に、図6を参照して、第3実施形態に係る木質軸部材の接合構造の一例について説明する。ここで、図6は、第3実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。
[Joining structure of wooden shaft member according to third embodiment]
Next, with reference to FIG. 6, an example of the joint structure of the wooden shaft member according to the third embodiment will be described. Here, FIG. 6 is a perspective view showing an example of the joint structure of the wooden shaft member according to the third embodiment.

図示する木質軸部材の接合構造100Bは、第一木質軸部材10において、その上面から下面に亘る連通ボルト孔15が開設され、連通ボルト孔15に長尺な金属補強軸部材50Bが捻じ込まれ、金属補強軸部材50Bの上端面と下端面が第二接続片34と第一接続片31に当接している点において、接合構造100,100Aと相違している。すなわち、連通ボルト孔15は、図1乃至図5に示す第四ボルト孔13と第五ボルト孔14が連通したボルト孔と言える。 In the illustrated joint structure 100B of wooden shaft members, a communicating bolt hole 15 extending from the upper surface to the lower surface is opened in the first wooden shaft member 10, and a long metal reinforcing shaft member 50B is screwed into the communicating bolt hole 15. , is different from the joining structures 100 and 100A in that the upper end surface and lower end surface of the metal reinforcing shaft member 50B are in contact with the second connecting piece 34 and the first connecting piece 31. That is, the communicating bolt hole 15 can be said to be a bolt hole in which the fourth bolt hole 13 and the fifth bolt hole 14 shown in FIGS. 1 to 5 communicate with each other.

このように、連通ボルト孔15に第一木質軸部材10の対向する側面間に跨る長さを有する金属補強軸部材50Bが挿通され、金属補強軸部材50Bの上端面と下端面が第二接続片34と第一接続片31に当接していることにより、第二木質軸部材20から作用する圧縮力と引張力の双方に対して、共通の金属補強軸部材50Bが対抗することが可能になる。 In this way, the metal reinforcing shaft member 50B having a length spanning between the opposing sides of the first wooden shaft member 10 is inserted into the communicating bolt hole 15, and the upper and lower end surfaces of the metal reinforcing shaft member 50B are connected to the second connection. By being in contact with the piece 34 and the first connecting piece 31, the common metal reinforcing shaft member 50B can resist both the compressive force and the tensile force acting from the second wooden shaft member 20. Become.

[第4実施形態に係る木質軸部材の接合構造]
次に、図7を参照して、第4実施形態に係る木質軸部材の接合構造の一例について説明する。ここで、図7は、第4実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。
[Joining structure of wooden shaft member according to fourth embodiment]
Next, with reference to FIG. 7, an example of the joint structure of the wooden shaft member according to the fourth embodiment will be described. Here, FIG. 7 is a perspective view showing an example of the joint structure of the wooden shaft member according to the fourth embodiment.

図示する木質軸部材の接合構造100Cは、二つの第一接合金具33が第一木質軸部材10の対向する上面及び下面に配設され、第一木質軸部材10の第一ボルト孔12と上下二つの第一接続片31の第二ボルト孔31aに取り付けボルト38が挿通され、上下でボルト接合されている。そして、上下の第一接合金具33を介して、上方の第二木質軸部材20Aと下方の第二木質軸部材20Bが第一木質軸部材10に接合されている。この接合構造100Cは、第一木質軸部材10が二階や三階といった上階の梁(床梁や階間梁等)であり、上方の第二木質軸部材20Aが上階柱であり、下方の第二木質軸部材20Bが下階柱である、接合構造となる。 In the illustrated joint structure 100C of wooden shaft members, two first joining fittings 33 are arranged on the opposing upper and lower surfaces of the first wooden shaft member 10, and the first bolt holes 12 of the first wooden shaft member 10 are connected to the upper and lower sides. Mounting bolts 38 are inserted into the second bolt holes 31a of the two first connecting pieces 31, and the upper and lower parts are bolted together. The upper second wooden shaft member 20A and the lower second wooden shaft member 20B are joined to the first wooden shaft member 10 via the upper and lower first joining fittings 33. In this joint structure 100C, the first wooden shaft member 10 is a beam on the upper floor such as the second or third floor (floor beam, inter-story beam, etc.), the upper second wooden shaft member 20A is the upper floor column, and the lower The joint structure is such that the second wooden shaft member 20B is the lower column.

[第5実施形態に係る木質軸部材の接合構造]
次に、図8を参照して、第5実施形態に係る木質軸部材の接合構造の一例について説明する。ここで、図8は、第5実施形態に係る木質軸部材の接合構造の一例を示す斜視図である。
[Fifth embodiment of the joining structure of wooden shaft members]
Next, an example of a joint structure of a wooden shaft member according to the fifth embodiment will be described with reference to Fig. 8. Here, Fig. 8 is a perspective view showing an example of a joint structure of a wooden shaft member according to the fifth embodiment.

図示する木質軸部材の接合構造100Dは、鉄筋コンクリート製の布基礎等の基礎60の上に第一木質軸部材10が配設され、基礎60から上方に突出するアンカーボルト38Aが、第一木質軸部材10の第一ボルト孔12と第一接続片31の第二ボルト孔31aに挿通され、ボルト接合されている。すなわち、この接合構造100Dは、第一木質軸部材10が布基礎等の基礎60上に配設される土台の梁であり、第二木質軸部材20が一階の柱である、梁と柱の接合構造となる。基礎60のアンカーボルト38Aを有効に利用しながら、基礎60と、土台の木製梁10と、一階の木製柱20とが強固に接合される。 In the illustrated joint structure 100D of wooden shaft members, the first wooden shaft member 10 is disposed on a foundation 60 such as a reinforced concrete cloth foundation, and the anchor bolt 38A protruding upward from the foundation 60 is connected to the first wooden shaft. It is inserted into the first bolt hole 12 of the member 10 and the second bolt hole 31a of the first connecting piece 31, and is bolted together. That is, in this joint structure 100D, the first wooden shaft member 10 is a beam of a foundation placed on a foundation 60 such as a cloth foundation, and the second wooden shaft member 20 is a pillar on the first floor. The joint structure is as follows. While effectively utilizing the anchor bolts 38A of the foundation 60, the foundation 60, the wooden beam 10 of the foundation, and the wooden pillar 20 of the first floor are firmly joined.

尚、上記実施形態に挙げた構成等に対し、その他の構成要素が組み合わされるなどした他の実施形態であってもよく、ここで示した構成に本発明が何等限定されるものではない。この点に関しては、本発明の趣旨を逸脱しない範囲で変更することが可能であり、その応用形態に応じて適切に定めることができる。 It should be noted that other embodiments may be adopted in which other components are combined with the configurations listed in the above embodiments, and the present invention is not limited to the configurations shown here. In this regard, changes can be made without departing from the spirit of the present invention, and can be appropriately determined depending on the application form.

10:第一木質軸部材(木製梁)
11:ラミナ
12:第一ボルト孔
13:第四ボルト孔
14:第五ボルト孔
15:連通ボルト孔
20:第二木質軸部材(木製柱)
20A:第二木質軸部材(上階柱)
20B:第二木質軸部材(下階柱)
21:ラミナ
22:収容溝
23:第二ピン孔
24:ボルトナット収容溝
25:連通ピン孔
31:第一接続片
31a:第二ボルト孔
32:嵌り込み部材
33:第一接合金具
34:第二接合金具(第二接続片)
34a:第三ボルト孔
38:取り付けボルト
38A:アンカーボルト
38a:雄螺子
38b:頭部
39:締め付けナット
40:金属固定軸部材
50,50A,50B:金属補強軸部材
51:雌螺子
52:雄螺子
53:ナット
60:基礎
100,100A,100B,100C,100D:接合構造(木質軸部材の接合構造)
10: First wooden shaft member (wooden beam)
11: Lamina 12: First bolt hole 13: Fourth bolt hole 14: Fifth bolt hole 15: Communication bolt hole 20: Second wooden shaft member (wooden pillar)
20A: Second wooden shaft member (upper floor column)
20B: Second wooden shaft member (lower floor column)
21: Lamina 22: Accommodating groove 23: Second pin hole 24: Bolt/nut housing groove 25: Communicating pin hole 31: First connecting piece 31a: Second bolt hole 32: Fitting member 33: First joining fitting 34: First Two joint fittings (second connection piece)
34a: Third bolt hole 38: Mounting bolt 38A: Anchor bolt 38a: Male screw 38b: Head 39: Tightening nut 40: Metal fixed shaft member 50, 50A, 50B: Metal reinforcing shaft member 51: Female screw 52: Male screw 53: Nut 60: Foundation 100, 100A, 100B, 100C, 100D: Joint structure (joint structure of wood shaft members)

Claims (5)

取り付けボルトが貫通する第一ボルト孔を備えた第一木質軸部材と、第一接合金具の一部が嵌まり込む収容溝を備えた第二木質軸部材と、を有し、
前記第一接合金具は、前記第一木質軸部材に接続される第一接続片と、該第一接続片から立設して前記収容溝に嵌り込む嵌り込み部材とを備え、
前記第一接続片のうち、前記第一ボルト孔に対応する位置には第二ボルト孔が開設され、
前記嵌り込み部材には、金属固定軸部材が挿通される第一ピン孔が開設され、
前記第一木質軸部材に接続される第二接続片のみを備えた第二接合金具をさらに有し、該第二接続片のち、前記第一ボルト孔に対応する位置には第三ボルト孔が開設され、
前記第一接合金具と前記第二接合金具が前記第一木質軸部材の対向する側面に配設され、前記第一ボルト孔と前記第二ボルト孔と前記第三ボルト孔に前記取り付けボルトが挿通されてボルト接合されており、
前記第二木質軸部材にはさらに、前記嵌り込み部材が前記収容溝に嵌まり込んだ状態において前記第一ピン孔に対応する位置に第二ピン孔が開設され、
前記第一ピン孔と対応する前記第二ピン孔に前記金属固定軸部材が挿通されることにより、前記第一木質軸部材と前記第二木質軸部材が接合されている、木質軸部材の接合構造において、
前記第一木質軸部材のうち、前記第一接続片が配設される箇所には第四ボルト孔が開設され、前記第二接続片が配設される箇所には第五ボルト孔が開設されており、
前記第四ボルト孔と前記第五ボルト孔にそれぞれ、金属補強軸部材が埋め込まれていることを特徴とする、木質軸部材の接合構造。
a first wooden shaft member provided with a first bolt hole through which a mounting bolt passes; and a second wooden shaft member provided with a housing groove into which a portion of the first joint fitting is fitted;
The first joint fitting includes a first connection piece connected to the first wooden shaft member, and a fitting member that stands up from the first connection piece and fits into the accommodation groove,
A second bolt hole is opened in the first connection piece at a position corresponding to the first bolt hole,
The fitting member has a first pin hole through which the metal fixed shaft member is inserted,
It further includes a second joint fitting having only a second connection piece connected to the first wooden shaft member, and a third bolt hole is provided at a position corresponding to the first bolt hole after the second connection piece. was established,
The first joint metal fitting and the second joint metal fitting are arranged on opposing sides of the first wooden shaft member, and the mounting bolt is inserted into the first bolt hole, the second bolt hole, and the third bolt hole. and bolted together.
A second pin hole is further provided in the second wooden shaft member at a position corresponding to the first pin hole when the fitting member is fitted into the accommodation groove,
Joining of wooden shaft members, in which the first wooden shaft member and the second wooden shaft member are joined by inserting the metal fixed shaft member into the second pin hole corresponding to the first pin hole. In structure,
Of the first wooden shaft member, a fourth bolt hole is provided at a location where the first connection piece is disposed, and a fifth bolt hole is provided at a location where the second connection piece is disposed. and
A joining structure for wooden shaft members, characterized in that a metal reinforcing shaft member is embedded in each of the fourth bolt hole and the fifth bolt hole.
取り付けボルトが貫通する第一ボルト孔を備えた第一木質軸部材と、第一接合金具の一部が嵌まり込む収容溝を備えた第二木質軸部材と、を有し、
一対の前記第一ボルト孔は、前記第二木質軸部材の長手方向に見て、前記第二木質軸部材の対角に配置され、
前記第一接合金具は、前記第一木質軸部材に接続される第一接続片と、該第一接続片から立設して前記収容溝に嵌り込む嵌り込み部材とを備え、
前記第一接続片のうち、一対の前記第一ボルト孔に対応する位置には一対の第二ボルト孔が開設され、
前記嵌り込み部材には、金属固定軸部材が挿通される第一ピン孔が開設され、
二つの前記第一接合金具が前記第一木質軸部材の対向する側面に配設され、前記第一ボルト孔と二つの前記第二ボルト孔に前記取り付けボルトが挿通されてボルト接合されており、
該第二木質軸部材にはさらに、前記嵌り込み部材が前記収容溝に嵌まり込んだ状態において前記第一ピン孔に対応する位置に第二ピン孔が開設され、
前記第一ピン孔と対応する前記第二ピン孔に前記金属固定軸部材が挿通されることにより、前記第一木質軸部材と前記第二木質軸部材が接合されている、木質軸部材の接合構造において、
前記第一木質軸部材のうち、一方の前記第一接続片が配設される箇所には第四ボルト孔が開設され、他方の前記第一接続片が配設される箇所には第五ボルト孔が開設されており、
前記第四ボルト孔と前記第五ボルト孔にそれぞれ、金属補強軸部材が埋め込まれ
前記嵌り込み部材は、板状を成し、
前記二つの前記第一接合金具の前記嵌り込み部材の板厚方向は、互いに直交する方向に配置され、
前記二つの前記第一接合金具の前記嵌り込み部材の前記第一ピン孔に挿通される前記金属固定軸部材は、互いに直交する方向に配置されていることを特徴とする、木質軸部材の接合構造。
a first wooden shaft member provided with a first bolt hole through which a mounting bolt passes; and a second wooden shaft member provided with a housing groove into which a portion of the first joint fitting is fitted;
The pair of first bolt holes are arranged at diagonal corners of the second wooden shaft member when viewed in the longitudinal direction of the second wooden shaft member,
The first joint fitting includes a first connection piece connected to the first wooden shaft member, and a fitting member that stands up from the first connection piece and fits into the accommodation groove,
A pair of second bolt holes are opened in the first connection piece at positions corresponding to the pair of first bolt holes,
The fitting member has a first pin hole through which the metal fixed shaft member is inserted,
The two first joining fittings are arranged on opposing sides of the first wooden shaft member, and the mounting bolts are inserted into the first bolt hole and the two second bolt holes to be bolted together,
The second wooden shaft member further has a second pin hole at a position corresponding to the first pin hole when the fitting member is fitted into the accommodation groove,
Joining of wooden shaft members, in which the first wooden shaft member and the second wooden shaft member are joined by inserting the metal fixed shaft member into the second pin hole corresponding to the first pin hole. In structure,
A fourth bolt hole is provided at a location where one of the first connection pieces is disposed in the first wooden shaft member, and a fifth bolt hole is provided at a location where the other first connection piece is disposed. A hole has been opened,
A metal reinforcing shaft member is embedded in each of the fourth bolt hole and the fifth bolt hole ,
The fitting member has a plate shape,
The plate thickness directions of the fitting members of the two first joint fittings are arranged in directions orthogonal to each other,
Joining of wooden shaft members, characterized in that the metal fixed shaft members inserted into the first pin holes of the fitting members of the two first joint fittings are arranged in directions perpendicular to each other. structure.
取り付けボルトが貫通する第一ボルト孔を備えた第一木質軸部材と、第一接合金具の一部が嵌まり込む収容溝を備えた第二木質軸部材と、を有し、
前記第一接合金具は、前記第一木質軸部材に接続される第一接続片と、該第一接続片から立設して前記収容溝に嵌り込む嵌り込み部材とを備え、
前記第一接続片のうち、前記第一ボルト孔に対応する位置には第二ボルト孔が開設され、
前記嵌り込み部材には、金属固定軸部材が挿通される第一ピン孔が開設され、
前記第一木質軸部材が接続される基礎をさらに有し、
前記取り付けボルトは、前記基礎から上方に張り出すアンカーボルトであり、
前記第一接合金具と前記基礎が前記第一木質軸部材の対向する側面に配設され、前記第一ボルト孔と前記第二ボルト孔に前記アンカーボルトが挿通されてボルト接合されており、
前記第二木質軸部材にはさらに、前記嵌り込み部材が前記収容溝に嵌まり込んだ状態において前記第一ピン孔に対応する位置に第二ピン孔が開設され、
前記第一ピン孔と対応する前記第二ピン孔に前記金属固定軸部材が挿通されることにより、前記第一木質軸部材と前記第二木質軸部材が接合されている、木質軸部材の接合構造において、
前記第一木質軸部材のうち、前記第一接続片が配設される箇所には第四ボルト孔が開設され、前記基礎が配設される箇所には第五ボルト孔が開設されており、
前記第四ボルト孔と前記第五ボルト孔にそれぞれ、金属補強軸部材が埋め込まれていることを特徴とする、木質軸部材の接合構造。
a first wooden shaft member provided with a first bolt hole through which a mounting bolt passes; and a second wooden shaft member provided with a housing groove into which a portion of the first joint fitting is fitted;
The first joint fitting includes a first connection piece connected to the first wooden shaft member, and a fitting member that stands up from the first connection piece and fits into the accommodation groove,
A second bolt hole is opened in the first connection piece at a position corresponding to the first bolt hole,
The fitting member has a first pin hole through which the metal fixed shaft member is inserted,
further comprising a foundation to which the first wooden shaft member is connected;
The mounting bolt is an anchor bolt that extends upward from the foundation,
The first joint fitting and the foundation are disposed on opposing sides of the first wooden shaft member, and the anchor bolt is inserted into the first bolt hole and the second bolt hole and bolted together,
A second pin hole is further provided in the second wooden shaft member at a position corresponding to the first pin hole when the fitting member is fitted into the accommodation groove,
Joining of wooden shaft members, in which the first wooden shaft member and the second wooden shaft member are joined by inserting the metal fixed shaft member into the second pin hole corresponding to the first pin hole. In structure,
Of the first wooden shaft member, a fourth bolt hole is provided at a location where the first connection piece is provided, and a fifth bolt hole is provided at a location where the foundation is provided,
A joining structure for wooden shaft members, characterized in that a metal reinforcing shaft member is embedded in each of the fourth bolt hole and the fifth bolt hole.
前記金属補強軸部材が、周面にネジ溝を備えたボルトであることを特徴とする、請求項1乃至3のいずれか一項に記載の木質軸部材の接合構造。 The joining structure for a wooden shaft member according to any one of claims 1 to 3, wherein the metal reinforcing shaft member is a bolt having a thread groove on its circumferential surface. 前記第四ボルト孔と前記第五ボルト孔が連通した連通ボルト孔を形成しており、該連通ボルト孔に前記金属補強軸部材が挿通されていることを特徴とする、請求項1乃至4のいずれか一項に記載の木質軸部材の接合構造。 Claims 1 to 4, wherein the fourth bolt hole and the fifth bolt hole form a communicating bolt hole, and the metal reinforcing shaft member is inserted into the communicating bolt hole. The joint structure of the wooden shaft member according to any one of the items.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012177224A (en) 2011-02-25 2012-09-13 Building Research Institute Biting prevention structure
JP2018053617A (en) 2016-09-30 2018-04-05 株式会社エヌ・シー・エヌ Junction structure of structural skeleton of wooden building

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JPH073888A (en) * 1993-06-21 1995-01-06 Inayama Kenchiku Sekkei Jimusho:Kk Structure for wood preventing yielding to compressive stress

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012177224A (en) 2011-02-25 2012-09-13 Building Research Institute Biting prevention structure
JP2018053617A (en) 2016-09-30 2018-04-05 株式会社エヌ・シー・エヌ Junction structure of structural skeleton of wooden building

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