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JP6501693B2 - Consolidated hardware - Google Patents
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JP6501693B2 - Consolidated hardware - Google Patents

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JP6501693B2
JP6501693B2 JP2015214664A JP2015214664A JP6501693B2 JP 6501693 B2 JP6501693 B2 JP 6501693B2 JP 2015214664 A JP2015214664 A JP 2015214664A JP 2015214664 A JP2015214664 A JP 2015214664A JP 6501693 B2 JP6501693 B2 JP 6501693B2
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義邦 大倉
義邦 大倉
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Description

本発明は、木造建築において、各種部材の据え付けに用いる連結金物に関する。   The present invention relates to a metal connection used for installing various members in a wooden building.

従来、木造建築は、住宅を始めとする小規模な建物を中心に普及してきた。しかし近年は、様々な技術開発が進み、商業施設や公共施設など、より規模の大きい建物の木造化も現実的なコストで実現できるようになった。このような大規模な木造建築の骨格には、大断面の部材を用いるため、その据え付けや連結には、各種金物が必要不可欠である。各種金物は、所定の強度を有することに加え、地震などで過大な外力が作用した場合を考慮し、エネルギーを積極的に吸収する機能を持たせることがある。   Traditionally, wooden construction has spread mainly in small buildings such as houses. However, in recent years, various technological developments have progressed, and woodenification of larger buildings such as commercial facilities and public facilities can be realized at a realistic cost. In order to use a member of a large cross section for the skeleton of such a large scale wooden building, various kinds of hardware are indispensable for its installation and connection. In addition to having predetermined strength, various types of hardware may have a function of actively absorbing energy in consideration of the case where an excessive external force acts due to an earthquake or the like.

建築物の地震対策の例として下記特許文献が挙げられる。そのうち特許文献1では、木造建築向けの安価なブレースダンパーが開示されている。このブレースダンパーは、柱や梁などで構成される軸組内に配置され、一方の柱の上方と他方の柱の下方を斜めに結ぶが、その一端部に粘弾性材を組み込んだことを特徴としている。この粘弾性材は、ブレースダンパーの本体である長尺の鋼材と、柱に固定する定着板部との間に介在し、その粘性抵抗力によって軸組の変形が抑制され、振動が速やかに減衰し、制震効果を得られる。なお長尺の鋼材は、単純な平板状とするのではなく、横断面から見てジャバラ状に折り畳むことで、強度を一段と向上できることも開示されている。   The following patent documents are mentioned as an example of earthquake measures of a building. Among them, Patent Document 1 discloses an inexpensive brace damper for wooden buildings. This brace damper is disposed in a shaft assembly composed of columns and beams, and obliquely connects the upper side of one column and the lower side of the other column, but is characterized by incorporating a viscoelastic material at one end thereof And The visco-elastic material is interposed between the long steel material which is the main body of the brace damper and the fixing plate portion fixed to the column, the deformation of the shaft set is suppressed by its viscous resistance, and the vibration is rapidly damped. You can get a damping effect. In addition, it is also disclosed that the strength can be further improved by folding a long steel material into a bellows shape as viewed from the cross section, instead of making it a simple flat plate.

次に特許文献2では、占有空間が少ないことなどを特徴とする制振構造および制振継ぎ手が開示されている。この構造は、柱と梁など、連結される二部材の境界の中心に自在継ぎ手を配置し、この自在継ぎ手を取り囲むように複数の減衰機構部を設けたもので、自在継ぎ手により、連結される二部材間の変位を許容しながら、減衰機構部により、外力を有効的に減衰させることができる。しかも、自在継ぎ手と減衰機構部は、連結される部材の側面から突出することなく配置可能で、利便性に優れている。なお部材との取り付けを考慮し、自在継ぎ手と減衰機構部は、対向する取付け部の間に配置する。   Next, Patent Document 2 discloses a vibration control structure and a vibration control joint characterized in that the occupied space is small. In this structure, a universal joint is disposed at the center of the boundary of two members to be connected, such as a column and a beam, and a plurality of damping mechanism parts are provided to surround the universal joint, and are connected by the universal joint. The external force can be effectively attenuated by the damping mechanism while allowing displacement between the two members. In addition, the universal joint and the damping mechanism can be arranged without protruding from the side surface of the connected members, which is excellent in convenience. The universal joint and the damping mechanism are disposed between the opposing mounting portions in consideration of mounting with the members.

そのほか特許文献3では、履歴ダンパおよび木造構造物の壁が開示されている。履歴ダンパは、金属板に「く」の字状のスリットを連続的に形成したもので、スリットにより、履歴ダンパの弾塑性変形が誘発され、地震時のエネルギーを効率よく吸収できる。また、木造構造物の壁に履歴ダンパを組み込む技術も開示されている。この技術は、柱と梁などで構成される軸組の中に、その空間よりも一回り小さいパネルを配置し、このパネルと軸組を複数の履歴ダンパで連結するもので、軸組とパネルの隙間により、履歴ダンパの変形範囲が増大し、エネルギー吸収量も増大する。   In addition, Patent Document 3 discloses a history damper and a wall of a wooden structure. The hysteresis damper is a metal plate in which a "" shaped slit is continuously formed. Elasto-plastic deformation of the hysteresis damper is induced by the slit, and energy during earthquake can be absorbed efficiently. Also disclosed is a technique for incorporating a hysteresis damper on the wall of a wooden structure. In this technology, a panel smaller than the space is arranged in a shaft set consisting of columns and beams, and this panel and the shaft set are connected with a plurality of hysteresis dampers. The gap between the two increases the deformation range of the hysteresis damper and the energy absorption amount.

特開2002−30828号公報Japanese Patent Application Laid-Open No. 2002-30828 特開2007−239267号公報JP 2007-239267 A 特開2010−116973号公報JP, 2010-116973, A

大規模な木造建築では、施工作業の簡素化や、室内空間の確保などの目的で、大断面の部材を鉄骨のように組み上げる木質ラーメン構造を採用することがある。この構造では、筋交いなどの補強材が少なく、部材を据え付ける金物の剛性が極めて重要になる。そのため、前記特許文献2のような柔軟性を前提とする技術は、導入が困難である。ただし、金物の剛性を単純に高めただけでは、地震時のエネルギーが吸収されにくく、部材のヒビ割れなどを誘発し、骨格の強度を維持できない恐れがあるほか、室内の被害も大きくなる。そこで部材を据え付ける金物は、初期剛性が高く、しかも過大な外力を受けた際は、エネルギーを円滑に吸収できることが好ましい。   In large-scale wooden buildings, a wooden frame structure may be adopted in which large cross-section members are assembled like a steel frame in order to simplify construction work and secure indoor space. In this structure, there are few reinforcements such as braces, and the rigidity of the hardware for mounting the members becomes extremely important. Therefore, it is difficult to introduce a technology based on flexibility as in Patent Document 2 described above. However, simply increasing the rigidity of the hardware makes it difficult to absorb the energy during an earthquake, which may cause cracks in the members and the like, and may not maintain the strength of the skeleton, and the damage to the room also increases. Therefore, it is preferable that the hardware for mounting the member has high initial rigidity, and can absorb energy smoothly when it receives an excessive external force.

仮に地震に遭遇した場合でも、金物でエネルギーを吸収できるならば、建築物の健全性は維持され、以降も継続して使用することができる。ただし金物に塑性変形を生じた場合、骨格もゆがんだままになるため、金物の修理や交換が必要になり、周辺の床や壁などを一時的に取り外すこともある。その際は、無理な姿勢で狭い空間に入り込むことも予想されるため、作業性について、十分な配慮が必要である。   Even if an earthquake is encountered, if the hardware can absorb the energy, the soundness of the building is maintained and can be used continuously thereafter. However, if plastic deformation occurs in the hardware, the framework also remains distorted, which may require repair or replacement of the hardware, and may temporarily remove the surrounding floor or wall. In that case, since it is also expected that it will enter into a narrow space with an unreasonable posture, sufficient consideration is required about workability.

本発明はこうした実情を基に開発されたもので、初期剛性が高く、しかも過大な外力を受けた際、そのエネルギーを円滑に吸収できるほか、外力で変形した後の修理も容易な連結金物の提供を目的としている。   The present invention has been developed based on these circumstances, and has high initial rigidity and can smoothly absorb the energy when it receives an excessive external force, and it is also easy to repair after deformation by external force. It is intended to be provided.

前記の課題を解決するための請求項1記載の発明は、柱と横架材や、基礎コンクリートと柱など、各種二部材を連結するために用いる連結金物であって、連結される前記二部材の境界に配置し且つ該二部材のうち一方に取り付ける一方体と、該二部材のうち残る一方に取り付ける他方体と、前記一方体の両端付近に配置し且つ該一方体の両側面を貫く計二本の根元ピンと、前記他方体の両端付近に配置し且つ該他方体の両側面を貫く計二本の根元ピンと、個々の該根元ピンの端部で支持され且つ自在に揺動可能なリンクと、前記一方体側のリンクと前記他方体側のリンクの先端同士を一括して貫く計二本の従動ピンと、該従動ピンで支持される保持片と、対向する該保持片の間を結び且つ該保持片に固着する変形軸と、からなり、前記一方体と前記他方体は、正面同士が接触し、且つ該正面の背面は、前記柱や前記横架材などの部材に接触し、前記リンクは、前記一方体および前記他方体の両側面に配置し、且つ個々の該リンクは、前記根元ピンから該一方体および該他方体の中央寄りに伸び、前記一方体と前記他方体の接触面を挟んで対向する二枚の前記リンクは、その先端同士を重ね合わせ且つそこに前記従動ピンを差し込み、一本の前記従動ピンは、前記一方体および前記他方体の各端部に配置した計四枚の前記リンクを貫き、該従動ピンの両側には、前記保持片を組み込み、二本の前記従動ピンの間で対向する前記保持片同士を前記変形軸で結び、前記一方体と前記他方体の距離が変化することで、前記リンクが変位し該変形軸を伸縮させることを特徴とする連結金物である。   The invention according to claim 1 for solving the above-mentioned problems is a connection metal used to connect various two members such as a column and a horizontal member, a foundation concrete and a column, and the two members to be connected And one body attached to one of the two members, the other body attached to the other one of the two members, and a meter disposed near both ends of the one body and penetrating both sides of the one body Two root pins, a total of two root pins disposed near both ends of the other body and penetrating both sides of the other body, and a freely pivotable link supported by the ends of the individual root pins A total of two driven pins that collectively penetrate the links on the one body side and the links on the other body side, a holding piece supported by the driven pins, and the opposing holding pieces that are opposed to each other And a deformation shaft fixed to the holding piece; The other body is in contact with each other in front, and the back of the front is in contact with a member such as the column or the cross member, and the link is disposed on both sides of the one body and the other body. And each individual link extends from the root pin toward the center of the one body and the other body, and the two links facing each other across the contact surface of the one body and the other body have their tip ends Overlapping and inserting the follower pin into one, the one follower pin passes through a total of four links disposed at each end of the one body and the other body, and on both sides of the follower pin The holding piece is incorporated, and the holding pieces facing each other between the two driven pins are connected by the deformation axis, and the distance between the one body and the other body is changed, whereby the link is displaced and the deformation occurs. A connected hardware characterized by extending and retracting an axis .

本発明は、木造建築の骨格を構成する二部材を一体化する連結金物だが、あらゆる箇所での使用を想定しているため、この二部材は様々で、具体例としては、柱と横架材や、基礎コンクリートと柱や、鉄骨と柱などが挙げられる。したがって、木材同士を連結する場合もあれば、片方だけが木材となる場合もある。なお木材については、無垢材に限らず、集成材でも構わない。また本発明による連結金物は、二部材の連結位置に挟み込む形態で、一方体および他方体と称する二部品を中心に構成される。   The present invention is a joint metal unit that integrates two members constituting a skeleton of a wooden building, but the use of all members is assumed, so these two members are various, and a concrete example is a column and a horizontal member And foundation concrete and columns, steel frames and columns. Therefore, there are cases where timbers are connected to each other, and sometimes only one is timber. The wood is not limited to solid wood but may be laminated wood. Further, the metal connection according to the present invention is configured centering on two parts, which are called one body and the other body, in a form of being sandwiched in the connection position of the two members.

一方体および他方体は、一辺が長い棒状だが、双方ともほぼ同一形状で、その延長は、原則として連結面の長辺と同等とする。さらに一方体と他方体は、双方の側面同士が段差なく接触した状態で使用する。この接触する側面は、便宜上、正面と称するものとする。そしてこの正面の裏側となる背面は、部材に接触させる。当然ながら、一方体の背面は、二部材のうち一方に接触させ、他方体の背面は、二部材のうち残る一方に接触させる。また一方体および他方体は、部材に接触させると共に、何らかの手段で部材と強固に一体化する。   One body and the other body are rod-shaped with a long side, but both have almost the same shape, and their extension is in principle equivalent to the long side of the connecting surface. Furthermore, one body and the other body are used in the state which both side surfaces contacted without a level | step difference. This contacting side is referred to as the front for convenience. And the back side which becomes the back side of this front is made to contact a member. Of course, the back of one body is in contact with one of the two parts and the back of the other is in contact with the remaining one of the two parts. In addition, one body and the other body are in contact with the member and firmly integrated with the member by some means.

一方体および他方体を部材と一体化する手段は、様々な従来技術を用いる。仮に部材が基礎コンクリートであれば、そこから突出するアンカーボルトを一方体などに差し込み、ナットを螺合する。また部材が木材であれば、連結面にラグスクリューや異形棒鋼などを埋め込み、さらに一方体や他方体からボルトを差し込み、これらに螺合させる。他に、部材が形鋼であれば、単純にボルトとナットで一体化することもできる。ただし本発明では、過大な外力が作用した場合でも、一方体および他方体は、部材から離れることなく密着することを前提とする。   The means for integrating one body and the other with the member use various conventional techniques. If the member is foundation concrete, insert an anchor bolt projecting from it into one body and screw a nut. Further, if the member is a wood, a lag screw, a deformed bar or the like is embedded in the connecting surface, and a bolt is inserted from one body or the other body and screwed into these. Alternatively, if the member is a shaped steel, it can be simply integrated with a bolt and a nut. However, in the present invention, it is premised that one body and the other body are in close contact without being separated from the member even when an excessive external force is applied.

根元ピンは、一方体および他方体の両方について、その両端付近に配置し、一方体または他方体の両側面を貫通する。したがって一個の連結金物において、根元ピンは計四本用いることになる。なお根元ピンが差し込まれる側面とは、前記の正面および背面と直交する面である。さらに根元ピンは、二部材の間の荷重の伝達を担うため、必要十分な強度を持たせる。   The root pin is disposed in the vicinity of both ends of both the one body and the other body, and penetrates both sides of one body or the other body. Therefore, a total of four root pins are used in one connection metal. The side surface into which the root pin is inserted is a surface orthogonal to the front and back surfaces. Furthermore, since the root pin is responsible for transfer of the load between the two members, it has sufficient necessary strength.

リンクは、細長い帯状の金属板で、その一端側は、根元ピンに差し込む。なおリンクは、個々の根元ピンの両端部に配置するため、一個の連結金物では計八枚用いることになる。また個々のリンクは、根元ピンを支点として自在に揺動できるようにする。ただしこの揺動については、根元ピンが一方体や他方体に対して回転可能とする方法のほか、リンクが根元ピンに対し回転可能とする方法でも実現可能である。そのほかリンクは、根元ピンから脱落しないよう、何らかの対策を講じる。   The link is an elongated strip of metal plate, one end of which is inserted into the root pin. In addition, since a link is arrange | positioned at the both ends of each root pin, a total of eight pieces will be used by one connection metal article. Also, each link can be freely rocked with the root pin as a fulcrum. However, this rocking can be realized by a method in which the link can be rotated relative to the root pin in addition to a method in which the root pin can rotate relative to one body or the other. In addition, take some measures to prevent the link from falling off the root pin.

従動ピンは、一方体と他方体の接触面を横切るように配置し、一方体側からのリンクと、他方体側からのリンクの先端同士を一括して串刺しにするもので、根元ピンと平行に揃う。この従動ピンが差し込まれるリンクは、いずれも根元ピンで支持されるが、個々のリンクは、一方体および他方体の中央付近を向くように配置する。さらに、一方体と他方体の接触面を挟んで対向する二枚のリンクは、その先端同士を重ね合わせ、そこを貫くように従動ピンを差し込む。なおリンクは、一方体や他方体の両側面に配置するため、一本の従動ピンは、計四枚のリンクを貫くことになる。   The follower pins are disposed across the contact surfaces of the one body and the other body, and the links from the one body side and the tips of the links from the other body side are collectively pierced and aligned in parallel with the root pin. The links into which the follower pins are inserted are all supported by the root pins, but the individual links are arranged to face near the center of one body and the other. Furthermore, the two links facing each other across the contact surface of the one body and the other body have their tips overlapped with each other, and the follower pin is inserted so as to penetrate therethrough. In addition, since a link is arrange | positioned on the both sides | surfaces of one body and the other body, one follower pin will penetrate a total of four links.

このように、計四枚のリンクを一本の従動ピンで串刺しにすることで、一方体と他方体は、リンクを介して連結される。なお個々のリンクは、一方体や他方体と比較して十分に短いため、根元ピンとリンクと従動ピンで構成される一群は、一方体および他方体の両端部に集約して配置される。したがって二本の従動ピンは、隣接することなく、ある程度の間隔が確保される。   In this way, one body and the other body are connected via the links by skewing a total of four links with one follower pin. Since each link is sufficiently short in comparison with one body or the other body, a group composed of the root pin, the link and the follower pin is collectively disposed at both ends of the one body and the other body. Therefore, two follower pins do not adjoin, but a certain amount of space is secured.

変形軸は、二本の従動ピンの間を結ぶように配置するもので、その両端は、従動ピンに固着させる。したがって二本の従動ピンが離れていくと、変形軸は引き伸ばされ、逆に近づいていくと、変形軸は押し縮められる。そのため、一方体と他方体が離れていくと、リンクが変位し、これに伴い二本の従動ピンの間隔も広がり、変形軸が引き伸ばされる。なお変形軸は、一方体および他方体の各側面に一本ずつ、計二本配置する。   The deformation shaft is disposed so as to connect the two driven pins, and both ends thereof are fixed to the driven pins. Therefore, as the two follower pins move apart, the deformation axis is stretched, and as the two move closer, the deformation axis is compressed. Therefore, when one body and the other body move apart, the link is displaced, and the distance between the two driven pins is also extended accordingly, and the deformation axis is stretched. In addition, a total of two deformation axes are disposed, one on each side of the one body and the other.

保持片は、従動ピンと変形軸の接続を担う部品である。従動ピンは、一方体や他方体の両側面を貫く方向に伸びるのに対し、変形軸は、一方体や他方体の長手方向に伸び、双方は直交するような位置関係になる。そこで保持片を用い、双方を接続するが、保持片はL字状で、その一方の面に従動ピンを差し込み、残る一方の面に変形軸を差し込む。なお保持片は、一方体および他方体の各側面に二個配置するため、一個の連結金物では計四個用いることになる。そのほか変形軸は、ナットの挟み込みなどで保持片に固着させ、変形軸を無理なく交換できるようにする。   The holding piece is a component responsible for connecting the driven pin and the deformation shaft. The follower pin extends in a direction passing through both side surfaces of one body and the other body, while the deformation axis extends in the longitudinal direction of the one body and the other body so that both are orthogonal to each other. Therefore, the holding piece is used to connect both, but the holding piece is L-shaped, the driven pin is inserted into one of the surfaces, and the deformation axis is inserted into the other surface. In addition, in order to arrange two holding pieces on each side surface of one body and the other body, a total of four pieces are used in one connection hardware. In addition, the deformation shaft is fixed to the holding piece by pinching of a nut or the like so that the deformation shaft can be replaced without difficulty.

これまでに記載した各部品を組み立てた後、変形軸を利用し、対向する保持片を引き寄せると、二本の従動ピンが接近していき、これに伴いリンクも引き寄せられ、一方体と他方体が強固に密着し、連結金物全体が強固に一体化される。そのため、一方体と他方体を挟んで隣接する二部材も強固に連結され、十分な初期剛性を確保できる。なお、せん断荷重の伝達を考慮し、一方体と他方体の接触面には、何らかの噛み合いを形成することもある。   After assembling the parts described so far, when the opposing holding pieces are pulled using the deformation axis, the two driven pins move closer, and the link is drawn accordingly, and one and the other body Firmly in contact with each other, and the entire metal connection is firmly integrated. Therefore, adjacent two members sandwiching one body and the other body are also firmly connected, and sufficient initial rigidity can be secured. In addition, in consideration of transmission of a shear load, some mesh may be formed on the contact surface of one body and the other body.

連結金物を介して二部材を連結した後、何らかの外力で二部材が引き離されると、一方体と他方体も引き離されるが、その際は、一方体と他方体を結ぶリンクが変位し、変形軸が引き伸ばされる。この変形軸の引き伸ばしにより、衝撃を吸収する。しかもその後、外力が変化し、一方体と他方体が再び接触すると、変形軸は押し縮められる。このように本発明では、変形軸が伸びた後も、緩みを生じることはなく、連結金物の基本性能を維持できる。また本発明では、弾塑性変形が変形軸に集約されるため、修理の際は、保持片から変形軸を取り外し、交換すればよい。   When two members are pulled apart by some external force after connecting the two members via the connection metal, one body and the other body are also pulled apart, but in that case, the link connecting the one body and the other body is displaced, and the deformation axis Is stretched. The stretching of the deformation axis absorbs the impact. Moreover, after that, when the external force changes and one body and the other body come into contact again, the deformation axis is compressed. As described above, according to the present invention, even after the deformation axis is extended, the loosening does not occur, and the basic performance of the connecting metal can be maintained. Further, in the present invention, since the elasto-plastic deformation is concentrated on the deformation axis, at the time of repair, the deformation axis may be removed from the holding piece and replaced.

このように、連結金物を一方体と他方体とからなる分割構成とし、一方体と他方体はリンクなどを介して連結するほか、対向するリンクを変形軸で引き寄せることで、通常時は、一方体と他方体が強固に密着する。そのため、連結される二部材も強固に一体化され、十分な初期剛性を確保できる。さらに過大な外力が作用した際は、リンクなどを介し変形軸が引き伸ばされ、エネルギーが吸収されるため、部材などの破損を抑制できる。なお外力による弾塑性変形は、変形軸に集中するよう、各部品の強度を調整する。   In this way, the connecting metal is divided into one and the other body, and one body and the other body are connected via the link or the like, and the opposing link is drawn by the deformation axis, so that one side is normal. The body and the other body adhere tightly. Therefore, the two members to be connected are also firmly integrated, and sufficient initial rigidity can be secured. Furthermore, when an excessive external force acts, the deformation axis is stretched through the link and the like, and energy is absorbed, so that damage to the member and the like can be suppressed. In the elasto-plastic deformation due to the external force, the strength of each part is adjusted so as to be concentrated on the deformation axis.

請求項1記載の発明のように、二部材を一体化する連結金物を一方体と他方体とからなる分割構成とし、一方体と他方体はリンクなどを介して連結するほか、対向する二組のリンクを変形軸で引き寄せることで、一方体と他方体は強固に密着する。そのため二部材が強固に連結され、十分な初期剛性を確保できる。また、二部材を引き離す方向に過大な外力が作用した際は、リンクなどを介して変形軸が円滑に引き伸ばされ、エネルギーを確実に吸収でき、部材などの破損が軽減するほか、室内の被害も抑制される。しかも変形軸が塑性変形した後も、連結金物に緩みを生じる箇所はなく、過大な外力を受けた後も、連結部の健全性を維持できる。   As in the invention according to claim 1, the connecting metal which integrates the two members is divided into one and the other body, and the one body and the other body are connected via the link etc. By pulling the link at the deformation axis, the one body and the other body firmly adhere. Therefore, the two members are firmly connected, and sufficient initial rigidity can be secured. In addition, when an excessive external force acts in the direction to separate the two members, the deformation axis is stretched smoothly through the link etc., energy can be absorbed reliably, damage to the members etc is reduced, and damage to the room is also caused. Be suppressed. Moreover, even after the deformation axis is plastically deformed, there is no place where the connecting metal loosens, and the soundness of the connecting portion can be maintained even after receiving an excessive external force.

本発明では、エネルギーの吸収を変形軸が一手に担う。そのため地震などに遭遇し、建物の骨格にゆがみが生じた際も、連結金物自体を取り外す必要はなく、変形軸だけを交換すればよい。変形軸は、一方体および他方体の側面に配置してあり、壁や床などを取り外すだけで外部に現れるため、作業性に優れている。また変形軸は、左右両側に配置してあり、片方ずつ順次交換していくことで、部材の仮受けなどの手間も軽減できる。   In the present invention, the deformation axis is responsible for absorbing energy. Therefore, when an earthquake or the like is encountered and distortion occurs in the frame of the building, it is not necessary to remove the connecting hardware itself, and only the deformation axis may be replaced. The deformation axes are disposed on the side surfaces of one body and the other body, and they appear outside only by removing the wall and the floor, so that the workability is excellent. Further, the deformation axes are disposed on both the left and right sides, and by sequentially exchanging one by one, it is possible to reduce time and effort such as temporary reception of members.

本発明による連結金物の形状例とその使用例を示す斜視図で、垂直に伸びる柱と水平に伸びる横架材をL字状に一体化するため、柱の側面と横架材の端面との間に連結金物を挟み込む。The perspective view which shows the example of the shape of the connection metal article by this invention, and its example of use, in order to unify the pillar extended vertically and the horizontal bridge material extended horizontally in L shape, the side of a pillar and the end face of a horizontal bridge material Insert a metal connection in between. 図1に描いた連結金物の構成要素の詳細を示す斜視図である。It is a perspective view which shows the detail of the component of the connection metal fitting drawn on FIG. 図2の構成要素を組み立てていく過程を示す斜視図である。It is a perspective view which shows the process in which the component of FIG. 2 is assembled. 図1の他方体を横架材に取り付ける方法を示す斜視図である。It is a perspective view which shows the method of attaching the other body of FIG. 1 to a cross member. 図1の横架材を柱に据え付けた状態を示す斜視図で、柱の側面と横架材の端面との間に連結金物が挟み込まれている。In the perspective view which shows the state which installed the cross member of FIG. 1 in the pillar, the connection metal object is inserted | pinched between the side of a post and the end surface of the cross member. 図5の連結部に外力が作用し、横架材が柱から引き離された状態を示す斜視図である。It is a perspective view which shows the state in which external force acted on the connection part of FIG. 5, and the horizontal member was pulled away from the pillar. 図5の横架材に曲げモーメントが作用した状態を示す斜視図である。なお図の左下には、その際の一方体と他方体の位置関係を描いてある。It is a perspective view which shows the state which bending moment acted on the cross member of FIG. At the lower left of the figure, the positional relationship between one body and the other is shown. 本発明による連結金物を柱の据え付けに用いた場合を示す斜視図である。It is a perspective view which shows the case where the connection metal article by this invention is used for installation of a pillar. 図8の柱を基礎コンクリートに据え付けた状態を示す斜視図である。It is a perspective view which shows the state which installed the pillar of FIG. 8 in foundation concrete.

図1は、本発明による連結金物の形状例とその使用例を示す。図1では、垂直に伸びる柱51と水平に伸びる横架材61をL字状に一体化するため、柱51の側面と横架材61の端面との間に連結金物を挟み込む。したがって、柱51と横架材61が直に接触することはない。また柱51と横架材61のいずれも、木材(集成材を含む)で、連結金物を取り付けるため、これらにラグスクリュー41、42を埋め込んでいる。   FIG. 1 shows an example of the shape of a metal connection according to the present invention and an example of its use. In FIG. 1, in order to integrate the vertically extending pillars 51 and the horizontally extending horizontal members 61 into an L shape, the connection metal is sandwiched between the side surfaces of the pillars 51 and the end surfaces of the horizontal members 61. Therefore, the pillars 51 and the horizontal members 61 do not come in direct contact with each other. Further, both of the pillars 51 and the horizontal members 61 are made of wood (including a laminated material), and lug screws 41 and 42 are embedded in them in order to attach the connecting hardware.

連結金物は、いずれも棒状の一方体21および他方体31を中心に構成される。図1の一方体21と他方体31は同一外形で、その横断面は矩形を基調とするほか、全長は、横架材61の端面の長辺(図1では上下方向)とほぼ等しい。また一方体21と他方体31は、双方の一側面を段差なく接触させる。なおこの接触面を便宜上、正面と称するものとする。そしてこの正面の裏側を背面と称するものとする。一方体21の背面は、柱51の側面に接触し、他方体31の背面は、横架材61の端面に接触する。   The connecting hardware is constructed centering on the rod-like one body 21 and the other body 31. The one body 21 and the other body 31 of FIG. 1 have the same outer shape, and the cross section is based on a rectangle, and the total length is substantially equal to the long side of the end face of the cross member 61 (vertical direction in FIG. 1). Further, the one body 21 and the other body 31 contact both one side surfaces without steps. In addition, this contact surface shall be called a front for convenience. And the back side of this front shall be called the back. The back surface of the one body 21 contacts the side surface of the pillar 51, and the back surface of the other body 31 contacts the end surface of the cross member 61.

根元ピン23、33は、一方体21および他方体31の上下両端付近の側面を貫く金属棒で、図1に描くように、一個の連結金物で計四本用いる。また根元ピン23、33は、一方体21や他方体31の正面や背面と平行に揃い、柱51や横架材61と接触することはない。さらに根元ピン23、33は、柱51や横架材61の横幅と同等の延長とし、部材からの突出を防いでいる。   The root pins 23 and 33 are metal rods penetrating the side surfaces in the vicinity of the upper and lower ends of the first body 21 and the second body 31, and a total of four connection pins are used as depicted in FIG. The root pins 23 and 33 are aligned in parallel with the front and back surfaces of the one body 21 and the other body 31 and do not come in contact with the pillars 51 and the horizontal members 61. Furthermore, the root pins 23 and 33 have an extension equivalent to the lateral width of the column 51 and the horizontal mounting member 61, and prevent the members from protruding.

リンク25、35は、帯状の金属板で、個々の根元ピン23、33の両端付近に取り付ける。したがって、一個の連結金物で計八枚のリンク25、35を用いる。そして個々のリンク25、35の全長は、一方体21や他方体31の全長よりも十分に短いため、連結金物の下部に計四枚のリンク25、35が配置され、同様に、連結金物の上部にも計四枚のリンク25、35が配置される。当然ながらリンク25、35は、根元ピン23、33から脱落してはならず、何らかの対策を講じる必要があるが、図1では根元ピン23、33の端部にクリップ19を取り付け、リンク25、35の移動を規制している。   The links 25 and 35 are strip-like metal plates and attached near both ends of the individual root pins 23 and 33. Therefore, a total of eight links 25 and 35 are used with one connecting hardware. And since the total length of each link 25 and 35 is sufficiently shorter than the total length of one body 21 and the other body 31, a total of four links 25 and 35 are disposed at the lower part of the connecting hardware, A total of four links 25 and 35 are arranged at the top. Naturally, the links 25 and 35 should not come off from the root pins 23 and 33, and some measures need to be taken, but in FIG. 1 the clip 19 is attached to the end of the root pins 23 and 33. We regulate movement of 35.

従動ピン13は、一方体21と他方体31の接触面を通り抜け、両側面に突出し、リンク25、35の先端部を串刺しにする。リンク25、35は、図1に描くように、一方体21と他方体31の接触面を挟み、二枚を対向して配置するが、この対向する二枚のリンク25、35の先端同士を重ね合わせ、これらを串刺しにするように従動ピン13を差し込む。なお従動ピン13は、上下に計二本配置し、さらに個々の従動ピン13の左右両端で一対のリンク25、35を串刺しにする。   The driven pin 13 passes through the contact surface of the one body 21 and the other body 31 and protrudes on both sides, and pierces the tips of the links 25 and 35. As shown in FIG. 1, the links 25 and 35 sandwich the contact surface of the one body 21 and the other body 31 and arrange the two sheets so as to face each other, but the tips of the two opposing links 25 and 35 The driven pins 13 are inserted so as to stack and scoop them. In addition, a total of two driven pins 13 are vertically disposed, and a pair of links 25 and 35 are pierced at the left and right ends of each driven pin 13.

一方体21と他方体31が接触している際、従動ピン13で串刺しにされた一対のリンク25、35は、一方体21および他方体31の中央寄りに伸び、「く」の字状に配置される。したがって従動ピン13は、根元ピン23、33よりも中央寄りに位置する。また一方体21と他方体31が離れていくと、一対のリンク25、35は連動して開いていき、これに伴い、上下の従動ピン13の間隔も広がっていく。   When the one body 21 and the other body 31 are in contact with each other, the pair of links 25 and 35 skewed by the driven pin 13 extend closer to the center of the one body 21 and the other body 31 and form a "く" shape. Be placed. Therefore, the driven pin 13 is positioned closer to the center than the root pins 23 and 33. When the one body 21 and the other body 31 are separated, the pair of links 25 and 35 are interlocked and opened, and the distance between the upper and lower driven pins 13 also increases accordingly.

保持片12は、従動ピン13で支持されるL字状の金属部品で、その一面の先端付近に従動ピン13を差し込む。また残る一面は、図1のように、上下で対向するように配置する。なお保持片12は、従動ピン13に対し回転自在で、さらに外部への突出を抑制するため、一対のリンク25、35の裏側に配置してある。そのほか保持片12は、両側面に配置するため、一個の連結金物で計四個用いる。   The holding piece 12 is an L-shaped metal part supported by the driven pin 13, and the driven pin 13 is inserted in the vicinity of the tip of one surface thereof. Further, as shown in FIG. 1, the remaining one side is disposed to face up and down. The holding piece 12 is rotatable with respect to the driven pin 13 and is disposed on the back side of the pair of links 25 and 35 in order to suppress the outward projection. In addition, in order to arrange the holding pieces 12 on both sides, a total of four connecting pieces are used in one piece.

変形軸11は、上下に対向する保持片12を引き寄せるための金属棒で、ナット14を用い、その両端を保持片12に固着させる。その際、ナット14を締め付け、対向する保持片12を引き寄せると、リンク25、35の先端部も引き寄せられ、一方体21と他方体31が強固に密着する。また何らかの外力で、一方体21と他方体31が引き離されると、リンク25、35を介して対向する保持片12の間隔が広がり、変形軸11が引き伸ばされる。   The deformation shaft 11 is a metal rod for pulling up the holding pieces 12 opposed to each other in the vertical direction, and the nuts 14 are used to fix the both ends thereof to the holding pieces 12. At that time, when the nut 14 is tightened and the opposing holding pieces 12 are drawn, the tip end portions of the links 25 and 35 are also drawn, and the one body 21 and the other body 31 tightly contact. Further, when the one body 21 and the other body 31 are pulled apart by some external force, the distance between the holding pieces 12 facing each other via the links 25 and 35 is expanded, and the deformation axis 11 is stretched.

一方体21を柱51に取り付けるため、柱51の側面にはラグスクリュー41を埋め込む。このラグスクリュー41は、螺旋状の凸条43を側周面に形成した円柱状で、その一端面には、工具を掛けるための頭部44を形成してあるほか、中心には両端を貫く中孔45を形成してある。また柱51の側面には、ラグスクリュー41を埋め込むため、両側面を貫く下穴54を加工してあり、凸条43が下穴54の内周面に食い込むことで、ラグスクリュー41が強固に保持される。そして柱51の裏側に表れている中孔45にボルト56を差し込み、その先部を一方体21の背面に螺合させると、一方体21が柱51に取り付けられる。なおラグスクリュー41やボルト56は、上下に二組配置する。   In order to attach the body 21 to the column 51, a lag screw 41 is embedded in the side surface of the column 51. The lag screw 41 has a cylindrical shape in which helical ridges 43 are formed on the side circumferential surface, and on one end surface thereof a head 44 for applying a tool is formed, and both ends are pierced at the center A bore 45 is formed. In addition, in order to embed the lag screw 41 on the side surface of the column 51, the pilot hole 54 penetrating the both side surfaces is processed, and the convex thread 43 bites into the inner peripheral surface of the pilot hole 54 to make the lag screw 41 strong. It is held. Then, the bolt 56 is inserted into the hole 45 appearing on the back side of the column 51, and the tip of the bolt 56 is screwed to the back surface of the one body 21, whereby the one body 21 is attached to the column 51. In addition, two sets of lag screws 41 and bolts 56 are disposed vertically.

同様に、他方体31を横架材61に取り付けるため、横架材61の端面にはラグスクリュー42を埋め込む。このラグスクリュー42は、頭部44の中心にメネジ46を形成してあり、ボルト66を螺合することができる。なお横架材61の端面には、ラグスクリュー42を埋め込むため、有底の下穴64を加工してある。また横架材61に連結金物を取り付ける際は、他方体31の正面からボルト66を差し込む。そのほか横架材61側についても、ラグスクリュー42やボルト66は、上下に二組配置する。   Similarly, in order to attach the other body 31 to the cross member 61, a lag screw 42 is embedded in the end face of the cross member 61. The lag screw 42 has a female screw 46 formed at the center of the head 44 so that the bolt 66 can be screwed. In addition, in the end face of the cross member 61, in order to embed the lag screw 42, a bottomed lower hole 64 is processed. In addition, when attaching the connecting hardware to the cross member 61, the bolt 66 is inserted from the front of the other body 31. In addition, on the side of the cross member 61, two sets of lug screws 42 and bolts 66 are disposed vertically.

図2は、図1に描いた連結金物の構成要素の詳細を示す。一方体21は細長い棒状だが、その正面の上下には、斜めに伸びる逃げ面27を形成してあるほか、逃げ面27の一端(中央寄り)には、従動ピン13を通すためのピン溝28を形成してある。また一方体21と他方体31は同一外形だが、そのうちの一方を反転させ、双方の正面(逃げ面27、37やピン溝28、38の形成面)同士が向かい合うように配置する。さらに一方体21と他方体31のいずれも、根元ピン23、33を差し込むため、両側面を貫くピン孔24、34を形成してある。なおピン孔24、34は、根元ピン23、33を無理なく差し込める内径としてある。   FIG. 2 shows details of the components of the metal connection depicted in FIG. On the other hand, although the body 21 is an elongated rod-like member, the upper and lower sides of the front face are formed with flanks 27 extending obliquely, and at one end (closer to the center) of the flank 27 a pin groove 28 for passing the follower pin 13 Is formed. In addition, one body 21 and the other body 31 have the same outer shape, but one of them is inverted and disposed so that the front faces (surfaces on which flanks 27 and 37 and pin grooves 28 and 38 are formed) face each other. Furthermore, in order to insert the root pins 23 and 33, both of the one body 21 and the other body 31 are formed with pin holes 24 and 34 penetrating both side surfaces. The pin holes 24 and 34 have an inner diameter into which the root pins 23 and 33 can be inserted without difficulty.

そのほか一方体21は、先の図1に描いたボルト56で柱51に取り付けるが、このボルト56の先部を螺合できるよう、一方体21の背面には、上下二箇所にネジ穴29を形成してある。また他方体31は、図1に描いたボルト66で横架材61に取り付けるが、このボルト66を差し込めるよう、他方体31には、その正面と背面を貫くボルト孔36を上下二箇所に形成してある。このボルト孔36は、ボルト66の頭部を収容するため、正面側の内径を大きくしてある。   In addition, one body 21 is attached to the column 51 with the bolt 56 depicted in FIG. 1 above, and screw holes 29 are provided at the upper and lower two places on the back of the one body 21 so that the tip of this bolt 56 can be screwed. It is formed. The other body 31 is attached to the cross member 61 with the bolt 66 depicted in FIG. 1 so that the bolt 66 can be inserted into the other body 31 at two upper and lower bolt holes 36 penetrating the front and back thereof. It is formed. In order to accommodate the head of the bolt 66, the bolt hole 36 has a large inner diameter on the front side.

リンク25、35は、一方体21および他方体31の左右両側面に配置する。また個々のリンク25、35は、根元ピン23、33を支点とし、一方体21と他方体31の接触面の中央寄りを向くように配置し、さらに、一方体21と他方体31の接触面を挟んで対向する二枚のリンク25、35の先端部を重ね合わせ、そこに従動ピン13を差し込み、双方を一体化する。なおリンク25、35は、根元ピン23、33と従動ピン13のいずれに対しても、自在に回転可能である。そのほかリンク25、35の脱落を防ぐため、根元ピン23、33や従動ピン13の端部には、クリップ19を取り付けている。クリップ19は、「R」状で、その一端を根元ピン23、33や従動ピン13に形成した細い孔に差し込む。   The links 25 and 35 are disposed on the left and right sides of the one body 21 and the other body 31. Further, the individual links 25 and 35 are disposed so as to face the center of the contact surface of the one body 21 and the other body 31 with the root pins 23 and 33 as fulcrums, and further, the contact surface of the one body 21 and the other body 31 The distal end portions of the two links 25 and 35 facing each other are overlapped, and the driven pin 13 is inserted into the end portions to integrate them. The links 25 and 35 can freely rotate with respect to any of the root pins 23 and 33 and the driven pin 13. In addition, in order to prevent the links 25 and 35 from falling off, clips 19 are attached to the end portions of the root pins 23 and 33 and the driven pin 13. The clip 19 has an “R” shape, and one end of the clip 19 is inserted into a thin hole formed in the root pins 23 and 33 and the driven pin 13.

保持片12はL字状で、その一面に従動ピン13を差し込むほか、残る一面に形成した切り欠き17を用いて変形軸11を取り付ける。また保持片12は、一本の従動ピン13の左右両側に取り付けるが、保持片12の切り欠き17を有する面は、一方体21や他方体31の中央寄りに向ける。さらに保持片12は、リンク25、35よりも内側に配置するため、従動ピン13から脱落することはない。そのほか保持片12についても、従動ピン13に対して自在に回転可能である。   The holding piece 12 is L-shaped, and the driven pin 13 is inserted into one surface thereof, and the deformation shaft 11 is attached using a notch 17 formed in the remaining surface. The holding pieces 12 are attached to the left and right sides of one driven pin 13, but the surfaces of the holding pieces 12 having the notches 17 are directed toward the center of the one body 21 or the other body 31. Further, since the holding piece 12 is disposed inside the links 25 and 35, it does not come off the driven pin 13. In addition, the holding piece 12 is also freely rotatable with respect to the driven pin 13.

変形軸11は、上下に対向する保持片12の間を結ぶが、ナット14を螺合できるようにオネジ16を形成してある。なおナット14は、保持片12の表裏を挟み込むように配置するため、どのような状態になっても、変形軸11が保持片12から脱落することはない。また変形軸11は、一方体21と他方体31が離れていく際に引き伸ばされ、緩衝材としての機能を発揮する。そのため変形軸11の素材については、建築構造用圧延棒鋼(SNR)など、柔軟性を有するものを用いる。建築構造用圧延棒鋼は、じん性に優れ衝撃荷重を吸収しやすく、過荷重に対し、破断することなく塑性変形を生じやすい。   The deformation shaft 11 connects the holding pieces 12 facing each other in the vertical direction, and an external thread 16 is formed so that the nut 14 can be screwed. In addition, since the nut 14 is disposed so as to sandwich the front and back of the holding piece 12, the deformation shaft 11 does not fall off from the holding piece 12 in any state. The deformation shaft 11 is stretched when the one body 21 and the other body 31 are separated, and exhibits a function as a shock absorbing material. Therefore, as a material of the deformation shaft 11, a material having flexibility, such as a steel bar for building structure (SNR), is used. Rolled steel bars for construction use are excellent in toughness and easy to absorb impact load, and are susceptible to plastic deformation without breakage against excessive load.

図3は、図2の構成要素を組み立てていく過程を示す。図3の上方に描くように、上下一対の保持片12は、変形軸11とナット14を介して一体化し、これを一方体21や他方体31の左右両側に配置する。またリンク25、35は、二枚を「く」の字状に重ね合わせたものを一対とし、これを上下左右計四箇所に配置する。そしてリンク25、35や保持片12を貫くように根元ピン23、33や従動ピン13を差し込み、最後にクリップ19を取り付け、リンク25、35の脱落を防ぐ。   FIG. 3 shows the process of assembling the components of FIG. As illustrated in the upper part of FIG. 3, the pair of upper and lower holding pieces 12 are integrated via the deformation shaft 11 and the nut 14 and disposed on the left and right sides of the one body 21 and the other body 31. Further, in the links 25 and 35, a pair of two sheets stacked in the shape of a "" is used, and these are arranged at four places in the upper, lower, left, and right directions. Then, the base pins 23 and 33 and the follower pins 13 are inserted so as to penetrate the links 25 and 35 and the holding piece 12 and finally the clip 19 is attached to prevent the links 25 and 35 from falling off.

一方体21と他方体31の正面同士を段差なく接触させると、双方のピン溝28、38により、ヒシ形の隙間が形成される。この隙間は、従動ピン13を通すための役割を有するが、図3の左下に描くように、ピン溝28、38は必要最小限の寸法とし、その内面を従動ピン13に接触させる。これにより、連結金物を組み立てた際、一方体21と他方体31の間でせん断荷重を伝達することができる。   When the front surfaces of the one body 21 and the other body 31 are brought into contact with each other without any difference in level, a gap in the form of a crown is formed by both pin grooves 28 and 38. This gap has a role of passing the driven pin 13, but as depicted in the lower left of FIG. 3, the pin grooves 28 and 38 have the minimum dimensions necessary to bring the inner surface into contact with the driven pin 13. Thereby, when assembling a connection metal, a shear load can be transmitted between one body 21 and the other body 31.

全ての要素を組み立てると、図3の右下に描くように、リンク25、35などが左右両側面に配置され、連結金物が完成する。ここで変形軸11に螺合するナット14を締め付け、上下の保持片12の間隔を狭めると、一方体21と他方体31が強固に密着し、連結金物の初期剛性が向上する。ただしナット14を締め付け過ぎると、従動ピン13がピン溝28、38を押し広げ、一方体21と他方体31を引き離す恐れがある。そこで連結金物の設計に際しては、変形軸11に作用する軸力が適正値になった際、従動ピン13およびピン溝28、38の双方の上下間隔が揃うよう、配慮を要する。   When all the elements are assembled, as shown in the lower right of FIG. 3, the links 25, 35, etc. are arranged on the left and right sides, and the connection hardware is completed. Here, when the nut 14 screwed to the deformation shaft 11 is tightened and the distance between the upper and lower holding pieces 12 is narrowed, the one body 21 and the other body 31 are firmly in close contact, and the initial rigidity of the metal connection is improved. However, if the nut 14 is tightened too much, the driven pin 13 may spread the pin grooves 28 and 38 and separate the one body 21 and the other body 31 from each other. Therefore, when designing the connecting hardware, when the axial force acting on the deformation shaft 11 becomes an appropriate value, care must be taken so that the upper and lower intervals of both the driven pin 13 and the pin grooves 28 and 38 are aligned.

図4は、図1の他方体31を横架材61に取り付ける方法を示す。他方体31は、図4に描くように、ラグスクリュー42とボルト66を介して横架材61に取り付けるが、ボルト66は、他方体31の正面から差し込む。そのため他方体31は、連結金物の組み立てに先立ち、単独で横架材61に取り付ける。なおボルト66の頭部は、ボルト孔36の大径部に収容され、他方体31の正面から突出することはない。   FIG. 4 shows a method of attaching the other body 31 of FIG. 1 to the cross member 61. The other body 31 is attached to the cross member 61 via a lag screw 42 and a bolt 66 as illustrated in FIG. 4, but the bolt 66 is inserted from the front of the other body 31. Therefore, the other body 31 is independently attached to the cross member 61 prior to the assembly of the connecting hardware. The head of the bolt 66 is accommodated in the large diameter portion of the bolt hole 36 and does not protrude from the front of the other body 31.

図5は、図1の横架材61を柱51に据え付けた状態を示し、柱51の側面と横架材61の端面との間に連結金物が挟み込まれている。したがって、柱51と横架材61が直に接触することはない。また変形軸11は、何ら覆い隠されることなく両側面に露出しており、ナット14を緩めることで、変形軸11の交換も容易である。なお、根元ピン23、33や従動ピン13や保持片12は、柱51や横架材61の側面から突出しないよう、寸法を調整してあり、壁材などの取り付けを妨げることはない。   FIG. 5 shows a state in which the cross member 61 of FIG. 1 is installed on the column 51, and a connecting metal is sandwiched between the side surface of the post 51 and the end face of the cross member 61. Therefore, the pillars 51 and the horizontal members 61 do not come in direct contact with each other. Further, the deformation shaft 11 is exposed on both sides without being covered at all, and the deformation shaft 11 can be easily replaced by loosening the nut 14. The dimensions of the root pins 23 and 33, the driven pin 13 and the holding piece 12 are adjusted so as not to protrude from the side surfaces of the pillars 51 and the horizontal members 61, and the attachment of the wall material or the like is not hindered.

図5では、上下の保持片12が変形軸11で引き寄せられ、一方体21と他方体31が密着している。そのため、柱51と横架材61も緩みなく連結されている。なお柱51や横架材61に埋め込まれたラグスクリュー41、42の一端面は、一方体21または他方体31と接触するため、連結金物が柱51や横架材61に陥没していくことはなく、この箇所で緩みを生じることはない。そのほか従動ピン13は、先の図3の左下に描くように、ピン溝28、38に嵌り込んでおり、従動ピン13を介してせん断荷重(図5では、横架材61に作用する重力)が伝達され、上下方向の荷重に対しても、十分な剛性が確保されている。   In FIG. 5, the upper and lower holding pieces 12 are attracted by the deformation shaft 11, and the one body 21 and the other body 31 are in close contact. Therefore, the pillars 51 and the horizontal members 61 are also connected without loosening. One end face of the lag screws 41 and 42 embedded in the column 51 and the horizontal member 61 is in contact with the one body 21 or the other body 31 so that the connecting metal sinks in the column 51 or the horizontal member 61 There is no loosening at this point. In addition, the follower pin 13 is fitted in the pin grooves 28 and 38 as depicted in the lower left of FIG. 3 above, and a shear load via the follower pin 13 (in FIG. 5, gravity acting on the cross member 61) Is transmitted, and sufficient rigidity is secured against the vertical load.

図6は、図5の連結部に外力が作用し、横架材61が柱51から引き離された状態を示す。柱51と横架材61を引き離すような外力が作用した際も、一方体21は柱51の側面に留まり、他方体31は横架材61の端面に留まるため、一方体21と他方体31に隙間が生じ、一方体21と他方体31を結ぶ一対のリンク25、35は、開くように変位する。これに伴い、従動ピン13や保持片12も変位し、変形軸11が上下に引き伸ばされ、衝撃を緩和する。なお外力が比較的弱く、変形軸11に塑性変形を生じない場合、その弾性で一方体21と他方体31は再び接触し、元の状態に戻る。   FIG. 6 shows a state in which an external force acts on the connecting portion of FIG. 5 and the cross member 61 is pulled away from the column 51. When an external force that separates the column 51 and the horizontal member 61 acts, the one body 21 remains on the side surface of the column 51 and the other member 31 remains on the end face of the horizontal member 61. A gap is created in the pair of links 25 and 35 connecting one body 21 and the other body 31 so as to be opened. Along with this, the driven pin 13 and the holding piece 12 are also displaced, and the deformation shaft 11 is stretched up and down to reduce the impact. When the external force is relatively weak and plastic deformation does not occur in the deformation axis 11, the first body 21 and the other body 31 come in contact again by the elasticity, and return to the original state.

しかし過大な外力が作用した際は、変形軸11に塑性変形を生じるが、その際はエネルギーを吸収するため、部材などの破損を軽減できる。さらに塑性変形を生じた後も、壁材などを取り外すと、変形軸11は無理なく交換可能で、柱51と横架材61を元の状態に戻すことができる。なお変形軸11の交換は、一本ずつ順に行うことで、一方体21と他方体31の連結状態を途切れることなく維持でき、作業を円滑に実施できる。そのほか、弾塑性変形は変形軸11に集中するよう、根元ピン23、33や従動ピン13や保持片12は、十分な強度を持たせる。   However, when an excessive external force is applied, plastic deformation occurs on the deformation axis 11, but in that case energy is absorbed, so that damage to members and the like can be reduced. Further, even after plastic deformation occurs, when the wall material or the like is removed, the deformation shaft 11 can be replaced without difficulty, and the post 51 and the horizontal member 61 can be returned to the original state. In addition, replacement | exchange of the deformation | transformation axis | shaft 11 can be maintained without interrupting the connection state of the one body 21 and the other body 31 one by one in order, and it can work smoothly. Besides, the root pins 23 and 33, the driven pin 13 and the holding piece 12 have sufficient strength so that the elastic-plastic deformation is concentrated on the deformation axis 11.

図7は、図5の横架材61に曲げモーメントが作用した状態を示す。なお図7の左下には、その際の一方体21と他方体31の位置関係を描いてある。横架材61に曲げモーメントが作用した場合、上下のリンク25、35は均等に変位するのではなく、一方だけが変位する。図7では、横架材61を左下がりにするような曲げモーメントが作用しており、上方のリンク25、35だけが大きく変位する。これに伴い、上下の保持片12の間隔が広がり、変形軸11が引き伸ばされ、エネルギーを吸収する。   FIG. 7 shows a state in which a bending moment acts on the cross member 61 of FIG. In the lower left of FIG. 7, the positional relationship between the one body 21 and the other body 31 at that time is depicted. When a bending moment acts on the cross member 61, the upper and lower links 25 and 35 are not uniformly displaced, but only one of them is displaced. In FIG. 7, a bending moment is applied to lower the cross member 61 downward to the left, and only the upper links 25 and 35 are largely displaced. Along with this, the distance between the upper and lower holding pieces 12 widens, the deformation axis 11 is stretched, and energy is absorbed.

一方体21や他方体31には、図7の左下に描くように、ピン溝28、38に隣接して逃げ面27、37を設けてある。そのため一方体21や他方体31は、上下いずれかの従動ピン13を原点として回転可能で、連結された二部材の間に曲げモーメントが作用すると、一方体21や他方体31が円滑に変位し、変形軸11が引き伸ばされる。また図7の状態では、下方の従動ピン13がピン溝28、38に嵌り込んだままで、上下方向の荷重を確実に伝達できる。   In the one body 21 and the other body 31, flank surfaces 27 and 37 are provided adjacent to the pin grooves 28 and 38 as depicted in the lower left of FIG. 7. Therefore, one body 21 and the other body 31 can rotate with either the upper or lower follower pin 13 as the origin, and when a bending moment acts between the two connected members, the one body 21 or the other body 31 is smoothly displaced. , Deformation axis 11 is stretched. Further, in the state of FIG. 7, the load in the vertical direction can be reliably transmitted while the lower driven pin 13 is fitted into the pin grooves 28 and 38.

図8は、本発明による連結金物を柱51の据え付けに用いた場合を示す。本発明による連結金物は、あらゆる箇所で使用可能で、この図のように、柱51を基礎コンクリート71に据え付けることもできる。図8においても、根元ピン23、33から変形軸11までの可動部分の構成は、図1などと共通する。ただし、全てを横向きに配置してある。また一方体21や他方体31は、基礎コンクリート71や柱51との取り付けを考慮した形状で、いずれも中央付近に段差22、32を設けてある。   FIG. 8 shows the case where the connecting hardware according to the present invention is used for the installation of the column 51. The connection hardware according to the present invention can be used anywhere, and as in this figure, the pillars 51 can be installed on the foundation concrete 71. Also in FIG. 8, the configuration of the movable portion from the root pins 23 and 33 to the deformation axis 11 is common to FIG. 1 and the like. However, everything is placed sideways. Moreover, the one body 21 and the other body 31 are the shapes which considered the attachment with the foundation concrete 71 and the pillar 51, and all provided the level | step difference 22 and 32 in center vicinity.

一方体21は、基礎コンクリート71から突出するアンカーボルト72を用いて固定する。このアンカーボルト72を通すため、一方体21の段差22には、ボルト孔26を形成してある。また、アンカーボルト72に差し込むワッシャ75や、アンカーボルト72と螺合するナット76は、段差22の中に収容される。対して、他方体31については、ボルト56で柱51に取り付ける。そのため柱51の下面には、あらかじめラグスクリュー42を埋め込み、そのメネジ46にボルト56を螺合させる。そしてボルト56を差し込むため、他方体31にはボルト孔36を形成してあり、ボルト56の頭部は、段差32の中に収容される。   One body 21 is fixed using an anchor bolt 72 protruding from the foundation concrete 71. In order to pass the anchor bolt 72, a bolt hole 26 is formed in the step 22 of the one body 21. Further, the washer 75 inserted into the anchor bolt 72 and the nut 76 screwed with the anchor bolt 72 are accommodated in the step 22. On the other hand, the other body 31 is attached to the pillar 51 with the bolt 56. Therefore, a lag screw 42 is embedded in the lower surface of the column 51 in advance, and a bolt 56 is screwed to the female screw 46. Then, in order to insert the bolt 56, a bolt hole 36 is formed in the other body 31, and the head of the bolt 56 is accommodated in the step 32.

図9は、図8の柱51を基礎コンクリート71に据え付けた状態を示す。一方体21と他方体31は、基礎コンクリート71と柱51の間に挟み込まれ、柱51に作用する下向きの荷重は、連結金物を介して基礎コンクリート71に伝達される。また一方体21と他方体31の接触面には、従動ピン13が挟み込まれ、水平荷重に対しても十分な強度を有する。そのほか柱51に曲げモーメントが作用した際は、左右いずれかのリンク25、35が変位し、変形軸11が引き伸ばされ、エネルギーを吸収する。   FIG. 9 shows a state in which the column 51 of FIG. The one body 21 and the other body 31 are sandwiched between the foundation concrete 71 and the column 51, and the downward load acting on the column 51 is transmitted to the foundation concrete 71 via the connecting hardware. Further, the driven pin 13 is sandwiched between the contact surfaces of the one body 21 and the other body 31 and has sufficient strength against horizontal load. In addition, when a bending moment acts on the column 51, either the left or right link 25, 35 is displaced, the deformation axis 11 is stretched, and energy is absorbed.

本発明において、一方体21や他方体31を各種部材に取り付ける方法は、これまでの各図に描いたものに限定される訳ではなく、自在に選択可能である。例えば、他方体31の正面から背面までの距離を伸ばし、その背面側を部材に加工したスリットに差し込み、部材と他方体31を貫くようにドリフトピンを打ち込み、双方を一体化することもできる。また、一方体21と他方体31の背面付近に脚のような突出を形成し、そこから部材に向けて釘類を差し込み、一方体21や他方体31を取り付けることもできる。このように、一方体21や他方体31の形状は、使用箇所に応じ自在に決めて構わない。   In the present invention, the method of attaching the one body 21 and the other body 31 to various members is not limited to those illustrated in the respective drawings so far, and can be freely selected. For example, it is possible to extend the distance from the front to the back of the other body 31, insert the back side into the slit formed in the member, drive the drift pin so as to penetrate the member and the other body 31, and integrate both. Further, it is possible to form a leg-like projection in the vicinity of the back surface of the one body 21 and the other body 31, insert nails from there toward the members, and attach the one body 21 or the other body 31 thereto. Thus, the shapes of the one body 21 and the other body 31 may be freely determined according to the use place.

11 変形軸
12 保持片
13 従動ピン
14 ナット
16 オネジ
17 切り欠き
19 クリップ
21 一方体
22 段差
23 根元ピン
24 ピン孔
25 リンク
26 ボルト孔
27 逃げ面
28 ピン溝
29 ネジ穴
31 他方体
32 段差
33 根元ピン
34 ピン孔
35 リンク
36 ボルト孔
37 逃げ面
38 ピン溝
41 ラグスクリュー
42 ラグスクリュー
43 凸条
44 頭部
45 中孔
46 メネジ
51 柱
54 下穴
56 ボルト
61 横架材
64 下穴
66 ボルト
71 基礎コンクリート
72 アンカーボルト
75 ワッシャ
76 ナット
11 Deformed shaft 12 Holding piece 13 Driven pin 14 Nut 16 Male screw 17 Notch 19 Clip 21 One body 22 Step difference 23 Root pin 24 Pin hole 25 Link 26 Bolt hole 27 Relief surface 28 Pin groove 29 Screw hole 31 Other body 32 Step 33 Root Pin 34 Pin hole 35 Link 36 Bolt hole 37 Relief face 38 Pin groove 41 Lug screw 42 Lug screw 43 Convex ridge 45 Head hole 45 Center hole 46 Female thread 51 Column 54 Bottom hole 56 Bolt 61 Cross member 64 Bottom hole 66 Bolt 71 Foundation Concrete 72 Anchor bolt 75 Washer 76 Nut

Claims (1)

柱(51)と横架材(61)や、基礎コンクリート(71)と柱(51)など、各種二部材を連結するために用いる連結金物であって、
連結される前記二部材の境界に配置し且つ該二部材のうち一方に取り付ける一方体(21)と、
該二部材のうち残る一方に取り付ける他方体(31)と、
前記一方体(21)の両端付近に配置し且つ該一方体(21)の両側面を貫く計二本の根元ピン(23)と、
前記他方体(31)の両端付近に配置し且つ該他方体(31)の両側面を貫く計二本の根元ピン(33)と、
個々の該根元ピン(23、33)の端部で支持され且つ自在に揺動可能なリンク(25、35)と、
前記一方体(21)側のリンク(25)と前記他方体(31)側のリンク(35)の先端同士を一括して貫く計二本の従動ピン(13)と、
該従動ピン(13)で支持される保持片(12)と、
対向する該保持片(12)の間を結び且つ該保持片(12)に固着する変形軸(11)と、
からなり、
前記一方体(21)と前記他方体(31)は、正面同士が接触し、且つ該正面の背面は、前記柱(51)や前記横架材(61)などの部材に接触し、
前記リンク(25、35)は、前記一方体(21)および前記他方体(31)の両側面に配置し、且つ個々の該リンク(25、35)は、前記根元ピン(23、33)から該一方体(21)および該他方体(31)の中央寄りに伸び、
前記一方体(21)と前記他方体(31)の接触面を挟んで対向する二枚の前記リンク(25、35)は、その先端同士を重ね合わせ且つそこに前記従動ピン(13)を差し込み、
一本の前記従動ピン(13)は、前記一方体(21)および前記他方体(31)の各端部に配置した計四枚の前記リンク(25、35)を貫き、該従動ピン(13)の両側には、前記保持片(12)を組み込み、
二本の前記従動ピン(13)の間で対向する前記保持片(12)同士を前記変形軸(11)で結び、前記一方体(21)と前記他方体(31)の距離が変化することで、前記リンク(25、35)が変位し該変形軸(11)を伸縮させることを特徴とする連結金物。
A connecting metal used to connect two kinds of members such as pillars (51) and horizontal members (61), foundation concrete (71) and pillars (51),
One body (21) disposed at the boundary of the two members to be connected and attached to one of the two members;
The other body (31) attached to the remaining one of the two members;
A total of two root pins (23) disposed near both ends of the one body (21) and penetrating both side surfaces of the one body (21);
A total of two root pins (33) disposed near both ends of the other body (31) and penetrating both side surfaces of the other body (31);
Links (25, 35) supported and freely pivotable at the end of each of said root pins (23, 33);
A total of two driven pins (13) penetrating the ends of the link (25) on the side of the one body (21) and the link (35) on the side of the other body (31) collectively;
A holding piece (12) supported by the follower pin (13);
A deformation shaft (11) which connects between the opposing holding pieces (12) and adheres to the holding pieces (12);
Consists of
The front body contacts the one body (21) and the other body (31), and the back surface of the front body contacts a member such as the pillar (51) or the cross member (61),
The links (25, 35) are disposed on both sides of the one body (21) and the other body (31), and the individual links (25, 35) are disposed from the root pins (23, 33). Extends towards the center of the one body (21) and the other body (31),
The two links (25, 35) facing each other across the contact surface of the one body (21) and the other body (31) overlap their tips and insert the follower pin (13) there ,
One driven pin (13) passes through the four links (25, 35) disposed at each end of the one body (21) and the other body (31), and the driven pins (13) On both sides of),
The holding pieces (12) facing each other between the two driven pins (13) are connected by the deformation axis (11), and the distance between the one body (21) and the other body (31) changes. And the link (25, 35) is displaced to expand and contract the deformation axis (11).
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