JP2012021303A - Connecting metal fitting - Google Patents

Connecting metal fitting Download PDF

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JP2012021303A
JP2012021303A JP2010158888A JP2010158888A JP2012021303A JP 2012021303 A JP2012021303 A JP 2012021303A JP 2010158888 A JP2010158888 A JP 2010158888A JP 2010158888 A JP2010158888 A JP 2010158888A JP 2012021303 A JP2012021303 A JP 2012021303A
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plate
column
base
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insertion plate
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JP5451549B2 (en
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Yoshikuni Okura
義邦 大倉
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Abstract

PROBLEM TO BE SOLVED: To provide a connecting metal fitting which is used for installing a column to a horizontal member of a base or the like and is capable of demonstrating a seismic control property at a low cost.SOLUTION: The connecting metal fitting includes: a root part 11 to be embedded in the horizontal member of a base 36 or the like; an insertion plate 14 to be inserted in a column 41, a pin hole 17 provided on a part as end as possible of the insertion plate 14; and a window 20 provided by cutting a range from the vicinity of the pin hole 17 to the vicinity of the root part 11. Thus, the insertion plate 14 is easily deformed, and when a load acts in the direction of separating the horizontal material and the column 41 due to an earthquake or the like, stress is concentrated on the corner part of the window 20 or the like, plastic deformation is caused in an early stage, energy is efficiently absorbed, and the seismic control property is smoothly demonstrated. Also, the method of assembling the connecting metal fitting or the like is the same as before and there is not a big difference in a manufacture cost as well.

Description

本発明は、土台や梁などの横材に柱を据え付けるために用いる連結金具に関する。   The present invention relates to a connection fitting used for installing a column on a cross member such as a base or a beam.

住宅などの建築方法として普及している木造軸組構法は、土台や柱や梁などの棒材を組み合わせて建物の骨格を構築しており、その強度を確保するため、隣接する棒材同士を強固に連結する必要がある。そのため棒材の端面にホゾを加工するなどの対策を講じているが、近年はプレカット技術の普及などに伴い、ホゾの代用として各種金具を使用することも多くなっている。さらに近年は、地震による柱の脱落を防止するため、ホールダウン金物を併用して、柱と基礎を強固に一体化するなどの対策も進んでいる。   The wooden frame construction method, which is widely used as a construction method for houses, etc., constructs the building skeleton by combining rods such as foundations, pillars and beams, and in order to secure its strength, adjacent rods are It is necessary to connect firmly. For this reason, measures such as processing a tenon on the end face of the bar are taken, but in recent years, with the widespread use of precut technology, various metal fittings are increasingly used as substitutes for the tenon. Furthermore, in recent years, in order to prevent the column from falling off due to an earthquake, measures such as the use of a hole-down hardware in combination to firmly integrate the column and the foundation have been advanced.

木造軸組構法において、土台に柱を据え付けるために用いる連結金具の例を図8に示す。この連結金具は、土台の中に差し込まれるシャフトと、柱に加工されたスリットに差し込まれるコの字状の差込板で構成され、土台および柱の側面から打ち込まれるドリフトピンを介して土台と柱を一体化する。この柱を土台に据え付けた後、地震で土台から柱を引き抜く方向に荷重が作用した場合でも、連結金具がこれに対抗して、柱が脱落することはない。   In the wooden frame construction method, an example of a connecting metal fitting used for installing a pillar on a base is shown in FIG. This connecting bracket is composed of a shaft that is inserted into the base and a U-shaped insertion plate that is inserted into a slit machined into a pillar, and the base and the base via a drift pin that is driven from the side of the pillar. Integrate the pillars. Even if a load is applied in the direction of pulling out the pillar from the base after the installation of the pillar on the base, the connecting bracket will resist this and the pillar will not fall off.

このように、各種金具やホールダウン金物を用いることで、木造軸組構法においても、十分な耐震性を確保することができる。さらに近年は、耐震性の確保に留まらず、地震時のエネルギーを吸収できる制震性を有する金具の開発も進められており、下記特許文献のような技術が提案されている。文献1は、基礎と柱などの接合部の制振構造に関する発明で、二部材を結ぶ金具(弾塑性ダンパー)のウェブにV字状などの切り欠き部を設けて、この弾塑性変形を利用して地震時のエネルギーを吸収することを特徴としている。また文献2は、土台と柱などを連結するホゾ金具に関する発明で、棒状の芯材の外周をゴムなどの柔軟性材で覆ったことを特徴としており、この柔軟性材によって免震・耐震性能を確保している。   Thus, by using various metal fittings and hole-down hardware, sufficient earthquake resistance can be secured even in the wooden frame construction method. Further, in recent years, not only ensuring seismic resistance, but also development of metal fittings having seismic control properties that can absorb energy at the time of an earthquake has been promoted, and techniques such as the following patent documents have been proposed. Reference 1 is an invention related to a vibration damping structure for a joint between a foundation and a pillar. A web of a metal fitting (elastic-plastic damper) that connects two members is provided with a V-shaped cutout, and this elastic-plastic deformation is utilized. It is characterized by absorbing energy during an earthquake. Reference 2 is an invention relating to a horn bracket that connects a base and a pillar, and is characterized in that the outer periphery of a rod-like core material is covered with a flexible material such as rubber. Is secured.

特許3790755号公報Japanese Patent No. 3790755 特開2002−317496号公報Japanese Patent Laid-Open No. 2002-317496

木造軸組構法では、一間(約1.8m)程度の間隔で柱を連続的に配置していくことがあり、一棟の建物に限定した場合でも、図8のような連結金具を多数使用することになる。そのため、この金具に制震性を持たせることができるならば、地震の際に吸収可能なエネルギーが増大して、建物に及ぶ被害の軽減が期待できる。ただし多数を使用することから、施工性や製造コストにも十分な配慮が必要である。   In the wooden frame construction method, pillars may be continuously arranged at intervals of about 1m (about 1.8m). Even when limited to a single building, there are many connecting brackets as shown in Fig. 8. Will be used. Therefore, if this metal fitting can be seismically controlled, the energy that can be absorbed in the event of an earthquake increases, and the reduction of damage to the building can be expected. However, since many are used, sufficient consideration is required for workability and manufacturing cost.

本発明はこうした実情を基に開発されたもので、土台や梁などの横材に柱を据え付けるために用い、低コストで制震性を発揮できる連結金具の提供を目的としている。   The present invention has been developed based on such a situation, and an object of the present invention is to provide a connecting metal fitting that can be used for installing a column on a cross member such as a base or a beam and that can exhibit vibration control at low cost.

前記の課題を解決するための請求項1記載の発明は、土台や梁などの横材に柱を連結するための連結金具であり、横材に形成された軸孔に埋め込まれる根元部と、柱の端面から軸線方向に形成されたスリットに差し込まれ且つ柱の側面から打ち込まれるドリフトピンを挿通させるためのピン孔を有する差込板と、からなり、前記差込板は、前記ピン孔から前記根元部までの範囲で、内部を切り抜いた窓を有することを特徴とする連結金具である。   The invention according to claim 1 for solving the above-mentioned problem is a connection fitting for connecting a column to a cross member such as a base or a beam, and a root portion embedded in a shaft hole formed in the cross member, An insertion plate inserted into a slit formed in the axial direction from the end surface of the column and having a pin hole for inserting a drift pin driven from the side surface of the column, the insertion plate from the pin hole A connecting metal fitting having a window cut out in the range up to the base portion.

本発明は、横材と柱を丁字状に連結するための連結金具であり、その基本的な形状は従来と変わりがなく、横材に加工された軸孔に埋め込まれる根元部と、柱に加工されたスリットに差し込まれる差込板と、が一体化した構成である。なお横材とは、土台や梁など水平に敷設される棒材を指している。また軸孔は、横材の上面などに加工される円断面の孔であり、柱との接触面から反対面に向けて延びている。対するスリットは、厚さ数mm程度の切り込みであり、柱の端面からその軸線方向に延びている。   The present invention is a connecting bracket for connecting a cross member and a column in a letter shape, and the basic shape is the same as before, and the root part embedded in the shaft hole processed into the cross member and the column It is the structure which the insertion board inserted in the processed slit integrated. The cross member is a bar laid horizontally such as a base or a beam. The shaft hole is a hole having a circular cross section that is processed on the upper surface of the cross member and extends from the contact surface with the column toward the opposite surface. On the other hand, the slit is a cut having a thickness of about several millimeters and extends in the axial direction from the end face of the column.

軸孔に埋め込まれた根元部は、横材の側面から打ち込まれるドリフトピンで横材と一体化される。そのため根元部の側面には、ドリフトピンを通過させるための固定孔を形成しておく必要があり、さらに横材にも、固定孔と同心となる位置に丸孔を加工しておく必要がある。なお固定孔や丸孔は、要求される強度に応じて複数設ける場合もある。そのほか根元部は、軸孔に埋め込むため、通常は円柱状とするが、コストダウン等の理由で板状としても構わない。仮に板状とする場合、その横幅を軸孔の直径と同等として、根元部の側端面が軸孔の内周面に接触するようにして、緩みを抑制する。   The root portion embedded in the shaft hole is integrated with the cross member by a drift pin driven from the side surface of the cross member. For this reason, it is necessary to form a fixing hole for allowing the drift pin to pass through on the side surface of the root portion, and it is also necessary to process a round hole in the lateral member at a position concentric with the fixing hole. . A plurality of fixing holes and round holes may be provided depending on the required strength. In addition, since the root portion is embedded in the shaft hole, it is usually formed in a columnar shape, but may be formed in a plate shape for reasons such as cost reduction. If a plate-like shape is assumed, the lateral width is made equal to the diameter of the shaft hole, and the side end surface of the root portion is in contact with the inner peripheral surface of the shaft hole to suppress loosening.

差込板は、スリットの厚さに応じた板状であり、溶接などで根元部と一体化される。なお差込板は、単純に一枚だけの形態と、同一形状のものを二枚平行に並べた形態があり、スリットはこれに応じて一列または二列となる。そしてスリットに差し込まれた差込板は、柱の側面から打ち込まれるドリフトピンで柱と一体化される。そのため差込板には、ドリフトピンを通過させるためのピン孔を形成しておく必要があり、さらに柱にも、ピン孔と同心となる位置に横孔を加工しておく必要がある。なおピン孔や横孔は、要求される強度に応じて複数設ける場合もある。   The insertion plate has a plate shape corresponding to the thickness of the slit and is integrated with the root portion by welding or the like. In addition, the insertion plate has a form in which only one sheet is simply arranged and two sheets having the same shape arranged in parallel, and the slits are arranged in one row or two rows according to this. And the insertion plate inserted into the slit is integrated with the column by a drift pin driven from the side of the column. Therefore, it is necessary to form a pin hole for allowing the drift pin to pass through the insertion plate, and it is also necessary to process a horizontal hole in the column at a position concentric with the pin hole. A plurality of pin holes and side holes may be provided depending on the required strength.

窓は、差込板の内部を切り抜いた部位である。ただし窓は、任意の位置に設けてよい訳ではなく、根元部との接続地点からピン孔までの範囲に限定される。この窓を設けることで、差込板の断面積が少なくなり強度が低下する。しかも根元部とピン孔との間に引張荷重が作用した際、窓の角部などに応力が集中して、変形を引き起こしやすくなる。そのため地震などで過大な荷重が作用すると、柱などが破壊する前に差込板が塑性変形してエネルギーを吸収でき、建物に及ぶ被害を軽減できる。   The window is a part cut out from the inside of the insertion plate. However, the window may not be provided at an arbitrary position and is limited to a range from the connection point with the root portion to the pin hole. By providing this window, the cross-sectional area of the insertion plate is reduced and the strength is reduced. Moreover, when a tensile load is applied between the root portion and the pin hole, stress concentrates on the corners of the window and the like, and deformation is likely to occur. Therefore, if an excessive load is applied due to an earthquake or the like, the insertion plate can be plastically deformed and absorb energy before the pillar breaks, reducing damage to the building.

ピン孔を複数設ける場合、窓は、全てのピン孔よりも根元部寄りに位置しているものとする。そのほか窓は、全周が閉じた形態であり、一切外部には開放していないものとする。また窓の具体的な形状に制限はなく、自在に決めることができる。さらに一枚の差込板について、窓を複数設けても構わない。   When a plurality of pin holes are provided, the window is positioned closer to the root part than all the pin holes. In addition, it is assumed that the window is in a closed shape and is not open to the outside. The specific shape of the window is not limited and can be determined freely. Further, a plurality of windows may be provided for one insertion plate.

請求項2記載の発明は、差込板の形状を限定するもので、差込板は、窓が形成された額縁状の枠板と、該枠板から突出し且つピン孔を有する尾板と、からなることを特徴とする。枠板は、鋼板の内部を切り抜いて外周の枠組みだけが残る額縁状としたもので、その切り抜いた内部が一個の窓となる。なお枠板は、矩形状に限定されるものではなく、長円形や卵形などのように曲線を伴っていても構わない。そのほか枠板の一端側は根元部と接しており、双方は溶接で一体化されている。   The invention according to claim 2 limits the shape of the insertion plate, and the insertion plate includes a frame-shaped frame plate in which a window is formed, a tail plate protruding from the frame plate and having a pin hole, It is characterized by comprising. The frame plate has a frame shape in which the inside of the steel plate is cut out so that only the outer frame remains, and the cut out inside forms a single window. The frame plate is not limited to a rectangular shape, and may be accompanied by a curve such as an oval shape or an oval shape. In addition, one end side of the frame plate is in contact with the root portion, and both are integrated by welding.

尾板は、ピン孔を設けるための部位であり、枠板の外縁から突出しており、当然ながら根元部の反対側に位置する。なお尾板と枠板は、原則として一枚の鋼板から一体で切り抜かれる。本発明のように、枠板と尾板で差込板を構成することで、引張荷重が作用した際、枠体の一部に曲げモーメントが発生して、その角部などに応力が集中するため、円滑に塑性変形が引き起こされ、効率よくエネルギーを吸収できる。   The tail plate is a portion for providing a pin hole, protrudes from the outer edge of the frame plate, and is naturally located on the opposite side of the root portion. As a rule, the tail plate and the frame plate are cut out integrally from a single steel plate. Like the present invention, by forming the insertion plate with the frame plate and the tail plate, when a tensile load is applied, a bending moment is generated in a part of the frame body, and the stress is concentrated on the corner portion or the like. Therefore, plastic deformation is caused smoothly and energy can be absorbed efficiently.

請求項3記載の発明は、枠板の形状を限定するもので、枠板を構成する辺の一部または全部は、「く」の字状に屈曲していることを特徴とする。枠板は、額縁などと同様に直線状としてもよいが、枠板を構成する辺の全て、または対向する二辺を屈曲させることもできる。このように構成することで、引張荷重が作用した際、枠板の屈曲部にも応力が集中するため、円滑に塑性変形が引き起こされ、効率よくエネルギーを吸収できる。   The invention according to claim 3 limits the shape of the frame plate, and part or all of the sides constituting the frame plate are bent in a “<” shape. The frame plate may be linear like the frame or the like, but all of the sides constituting the frame plate or two opposite sides may be bent. With this configuration, when a tensile load is applied, stress concentrates also on the bent portion of the frame plate, so that plastic deformation is smoothly caused and energy can be absorbed efficiently.

請求項1記載の発明のように、横材に埋め込まれる根元部と、柱に差し込まれる差込板と、で連結金具を構成して、差込板のできるだけ端部にピン孔を設けた上、ピン孔の近傍から根元部の近傍までの範囲を切り抜いて窓を設けることで、差込板が変形しやすくなる。この連結金具を用いた建物が地震に遭遇して、横材と柱を引き離す方向に荷重が作用した際は、窓の角部などに応力が集中して、早い段階で塑性変形が引き起こされ、効率よくエネルギーを吸収でき、円滑に制震性を発揮することができる。   As in the first aspect of the present invention, a connecting bracket is constituted by a root portion embedded in a cross member and an insertion plate inserted into a column, and a pin hole is provided at an end portion of the insertion plate as much as possible. By inserting a window by cutting out the range from the vicinity of the pin hole to the vicinity of the root portion, the insertion plate is easily deformed. When a building using this connecting bracket encounters an earthquake and a load acts in the direction to separate the horizontal member and the column, stress concentrates on the corners of the window, causing plastic deformation at an early stage, Energy can be absorbed efficiently and the vibration control can be demonstrated smoothly.

また、本発明品の組み付け方法や、横材や柱の加工方法は、従来の連結金具と同等であり、これらの点において、作業時間の増加などの問題が生じることはない。しかも本発明品を製造する段階においても、鋼板から差込板を切り抜く際の形状が異なるだけで、製造コストの増加もわずかである。そのため多数を使用した場合でも、発注者に過大な費用負担を掛けることはなく、制震性を有する建物の普及に貢献する。そのほか本発明品は、自らが変形することで柱などの破損を防止でき、建物の再建の効率化にも貢献する。   In addition, the method of assembling the product of the present invention and the method of processing the cross member and the column are the same as those of the conventional connecting fitting, and in these respects, problems such as an increase in working time do not occur. In addition, even at the stage of manufacturing the product of the present invention, only the shape when the insertion plate is cut out from the steel plate is different, and the increase in manufacturing cost is slight. For this reason, even if a large number of units are used, the orderer is not overburdened and contributes to the spread of buildings with seismic control. In addition, the product of the present invention can prevent damage to pillars and the like by deforming itself, and contributes to the efficiency of building reconstruction.

請求項2記載の発明のように、差込板を枠板と尾板で構成することで、引張荷重が作用した際、枠板の一部の辺(荷重の作用方向に対して交角を有する辺)に曲げモーメントが発生して、その角部などに応力が集中するため、塑性変形を引き起こしやすくなる。さらに請求項3記載の発明のように、枠板の辺を屈曲させることで、その屈曲部にも応力が集中するため、一段と塑性変形を引き起こしやすくなる。   As in the invention described in claim 2, by forming the insertion plate with a frame plate and a tail plate, when a tensile load is applied, a part of the frame plate has an angle of intersection with respect to the direction in which the load is applied. Since a bending moment is generated at the side and stress is concentrated at the corners, plastic deformation is likely to occur. Further, as in the invention described in claim 3, by bending the sides of the frame plate, stress is concentrated on the bent portion, so that it becomes easier to cause plastic deformation.

本発明による連結金具の形状例を示す斜視図である。It is a perspective view which shows the example of a shape of the connection metal fitting by this invention. 図1を組み上げた状態を示す斜視図である。It is a perspective view which shows the state which assembled FIG. 連結金具に引張荷重が作用して、塑性変形した状態を示す斜視図である。It is a perspective view which shows the state which the tensile load acted on the connection metal fitting and plastically deformed. 根元部を板状とした連結金具を示す斜視図である。It is a perspective view which shows the connection metal fitting which made the base part plate shape. 枠体の形状例を示す斜視図である。It is a perspective view which shows the example of a shape of a frame. 連結金具の形状例を示す側面図である。It is a side view which shows the example of a shape of a connection metal fitting. 差込板を二枚とした連結金具を示す斜視図である。It is a perspective view which shows the connection metal fitting which made two insertion plates. 土台と柱との連結部において、従来から使用されている連結金具の形状例を示す斜視図である。It is a perspective view which shows the example of a shape of the connection metal fitting conventionally used in the connection part of a base and a pillar.

図1は、本発明による連結金具の形状例を示している。この図の連結金具は、土台36の上面に柱41を据え付けるために用いており、土台36と柱41のいずれも木製である。土台36は、コンクリート製の基礎31の上面に載せられており、また土台36を貫通しているアンカーボルト32の先端にナット34を螺合している。なおナット34の下には大径のワッシャ33を介在させており、土台36に作用する圧力を緩和している。   FIG. 1 shows an example of the shape of a connecting metal fitting according to the present invention. The connecting metal fitting in this figure is used for installing the pillar 41 on the upper surface of the base 36, and both the base 36 and the pillar 41 are made of wood. The base 36 is placed on the upper surface of the concrete base 31, and a nut 34 is screwed onto the tip of the anchor bolt 32 penetrating the base 36. A large-diameter washer 33 is interposed under the nut 34 to relieve the pressure acting on the base 36.

連結金具は、根元部11と差込板14を溶接で一体化しており、根元部11は円柱状で、土台36の上面から底面に達している軸孔37に埋め込まれる。根元部11の側周面には、上下に二個の固定孔12が形成され、また土台36の側面には、軸孔37と交差して反対面に貫通する丸孔38が上下に二個加工されている。なお丸孔38は、根元部11を所定の深さまで埋め込んだ際、固定孔12と同心になるよう位置を調整してある。そのほかドリフトピン39は、固定孔12を丸孔38と同心に揃えた後に打ち込み、土台36と根元部11を一体化する。なおドリフトピン39は、丸孔38との摩擦で強固に保持され、自然に抜け落ちることはない。   The connecting fitting is obtained by integrating the base portion 11 and the insertion plate 14 by welding, and the base portion 11 has a columnar shape and is embedded in the shaft hole 37 reaching the bottom surface from the top surface of the base 36. Two fixing holes 12 are formed vertically on the side peripheral surface of the base portion 11, and two round holes 38 intersecting the shaft hole 37 and penetrating on the opposite surface are formed on the side surface of the base 36. Has been processed. The position of the round hole 38 is adjusted so as to be concentric with the fixed hole 12 when the root portion 11 is buried to a predetermined depth. In addition, the drift pin 39 is driven after aligning the fixing hole 12 concentrically with the round hole 38 to integrate the base 36 and the root portion 11. The drift pin 39 is firmly held by friction with the round hole 38 and does not fall off naturally.

連結金具の上半分を占める差込板14は、枠板15と尾板16で構成され、柱41の下端部に加工されたスリット42の中に差し込まれる。枠板15は正方形状であり、内部に窓20が切り抜かれた文字通りの枠状である。なお枠板15の横幅は、塑性変形を生じやすくするため、柱41の幅と同等としてある。また尾板16は、枠板15の上部中央から真上に突出しており、その表面には、上下に二個のピン孔17が形成されている。   The insertion plate 14 occupying the upper half of the connection fitting is composed of a frame plate 15 and a tail plate 16, and is inserted into a slit 42 processed at the lower end of the column 41. The frame plate 15 has a square shape and a literal frame shape with a window 20 cut out. The horizontal width of the frame plate 15 is equal to the width of the column 41 in order to easily cause plastic deformation. The tail plate 16 protrudes right above the center of the upper portion of the frame plate 15, and two pin holes 17 are formed on the top and bottom thereof.

柱41に加工されるスリット42は、枠板15と尾板16の全体を収容できる奥行きが確保されており、さらに柱41の側面には、反対面に貫通する横孔43が上下に二個加工されている。なお横孔43は、差込板14を所定の深さまで差し込んだ際、ピン孔17と同心になるよう位置を調整してある。そのほかドリフトピン45は、ピン孔17を横孔43と同心に揃えた後に打ち込み、柱41と差込板14を一体化する。   The slit 42 processed into the column 41 has a depth sufficient to accommodate the entire frame plate 15 and tail plate 16, and the side surface of the column 41 has two horizontal holes 43 extending vertically through the opposite surface. Has been processed. The position of the horizontal hole 43 is adjusted to be concentric with the pin hole 17 when the insertion plate 14 is inserted to a predetermined depth. In addition, the drift pin 45 is driven after aligning the pin hole 17 concentrically with the lateral hole 43 so that the column 41 and the insertion plate 14 are integrated.

図2は、図1を組み上げた状態を示している。柱41の下面が土台36の上面に載置されており、土台36と柱41との境界を貫通するように連結金具が埋め込まれている。ただし、スリット42に差し込まれた差込板14の側端面だけは、視認可能である。また連結金具を貫いているドリフトピン39、45の端面も視認可能である。このように柱41を土台36に据え付けた際の外観は、従来の連結金具と何ら変わりがない。   FIG. 2 shows the assembled state of FIG. The lower surface of the column 41 is placed on the upper surface of the base 36, and a connection fitting is embedded so as to penetrate the boundary between the base 36 and the column 41. However, only the side end face of the insertion plate 14 inserted into the slit 42 is visible. Further, the end faces of the drift pins 39 and 45 penetrating through the connection fitting are also visible. Thus, the external appearance when the column 41 is installed on the base 36 is not different from the conventional connecting metal fitting.

図3は、図1の連結金具に引張荷重が作用して、塑性変形した状態を示している。図1の連結金具の固定孔12とピン孔17との間で引張荷重を作用させると、枠板15は図の右上のように、幅が狭まりながら上下に延びていく。これは枠体15を構成する四辺のうち、水平に延びる二辺に曲げモーメントが発生して、枠体15の角部などに応力が集中して、塑性変形が引き起こされるためである。したがって、塑性変形によって窓20の幅が狭くなっていくと曲げモーメントが減少して、変形の進行が遅くなる。   FIG. 3 shows a state in which the connecting metal fitting of FIG. 1 is plastically deformed by a tensile load. When a tensile load is applied between the fixing hole 12 and the pin hole 17 of the connection fitting shown in FIG. 1, the frame plate 15 extends up and down while narrowing as shown in the upper right of the drawing. This is because a bending moment is generated on two horizontally extending sides of the four sides of the frame 15 and stress is concentrated on the corners of the frame 15 to cause plastic deformation. Therefore, when the width of the window 20 becomes narrow due to plastic deformation, the bending moment decreases and the progress of the deformation slows down.

図3の下方は、連結金具が塑性変形した後の連結部を示している。土台36と柱41との間に過大な引張荷重が作用すると、枠板15に塑性変形が生じてエネルギーを吸収する。そのためドリフトピン39、45に作用する負荷が緩和され、土台36や柱41のヒビ割れを防止できる。また土台36の上面と柱41の下面にスキマが生じているが、柱41が土台36から脱落することはなく、一定の強度を維持できる。なお連結金具が塑性変形した後、ドリフトピン39、45を抜き取って柱41を水平に移動させると、連結金具の交換が可能である。   The lower part of FIG. 3 shows the connecting portion after the connecting fitting is plastically deformed. When an excessive tensile load acts between the base 36 and the column 41, the frame plate 15 is plastically deformed to absorb energy. Therefore, the load acting on the drift pins 39 and 45 is relieved, and cracks of the base 36 and the pillar 41 can be prevented. Further, clearance is generated on the upper surface of the base 36 and the lower surface of the column 41, but the column 41 does not fall off the base 36, and a certain strength can be maintained. After the connecting fitting is plastically deformed, the connecting fitting can be exchanged by removing the drift pins 39 and 45 and moving the column 41 horizontally.

図4は、根元部11を板状とした連結金具を示している。図1の連結金具は、根元部11が円柱状だが、必ずしもこれに限定されるものではなく、この図のように板状として、枠板15や尾板16と一体化することで、製造コストを引き下げることができる。また、この図では、土台36に加工された軸孔37が円断面となっているが、埋め込まれた根元部11を拘束できるよう、その内径を調整してあり、根元部11の側端面が軸孔37の内周面に接触する。なお根元部11以外の形状は、図1と全く同じである。   FIG. 4 shows a connection fitting having a base portion 11 in a plate shape. 1 has a base portion 11 that is cylindrical, but is not necessarily limited to this, and is formed into a plate shape as shown in the figure, and is integrated with the frame plate 15 and the tail plate 16 to produce a manufacturing cost. Can be lowered. Also, in this figure, the shaft hole 37 processed in the base 36 has a circular cross section, but its inner diameter is adjusted so that the embedded root portion 11 can be restrained, and the side end surface of the root portion 11 is It contacts the inner peripheral surface of the shaft hole 37. The shape other than the root portion 11 is exactly the same as in FIG.

図5は、枠体15の形状例を示している。枠体15は、これまでの各図のような矩形状に限定されるものではなく、より複雑な形状として、塑性変形を生じやすくすることもできる。図の形状例1は、枠板15の上下の辺を中心側に屈曲させた「く」の字状としている。そのため、固定孔13とピン孔17との間で引張荷重が作用した際、初期段階では「く」の字が直線状に変形して、その後、当初とは逆方向に屈曲し始める。この間、枠板15の横幅が大きく縮むことはなく、枠体15の角部などに応力が集中して、効率よく塑性変形が進行していく。   FIG. 5 shows an example of the shape of the frame body 15. The frame body 15 is not limited to a rectangular shape as shown in the drawings so far, and can be more easily shaped to easily cause plastic deformation. The shape example 1 in the figure has a “<” shape with the upper and lower sides of the frame plate 15 bent toward the center. Therefore, when a tensile load is applied between the fixing hole 13 and the pin hole 17, the character “<” is deformed linearly in the initial stage, and then begins to bend in the direction opposite to the initial direction. During this time, the horizontal width of the frame plate 15 is not greatly reduced, and stress concentrates on the corners of the frame 15 and the plastic deformation proceeds efficiently.

また形状例2は、枠板15の上下左右各辺を中心側に屈曲させた「く」の字状としている。そのため引張荷重が作用した際、これらの全てが直線状に変形するため、より多くのエネルギーを吸収できる。このように、枠板15の形状を複雑化した場合でも、その使用方法は図1と同じである。なお本発明による連結金具は、この図の使用状態例のように、柱41の上面を梁35に固定する場合にも使用できる。   In addition, the shape example 2 has a “<” shape in which the upper, lower, left and right sides of the frame plate 15 are bent toward the center. Therefore, when a tensile load is applied, all of these are deformed linearly, so that more energy can be absorbed. Thus, even when the shape of the frame plate 15 is complicated, the usage method is the same as in FIG. In addition, the connection metal fitting by this invention can be used also when fixing the upper surface of the pillar 41 to the beam 35 like the example of a use condition of this figure.

図6は、これまでの各図とは異なる形状の連結金具を示している。本発明による連結金具は、差込板14の所定の位置(根元部11からピン孔17までの間)に何らかの窓20が形成してあればよく、差込板14は枠状に限定されるものではない。そこでこの図のように、連結金具の端部付近にピン孔17を設けてあれば、差込板14の形状や窓20の配置は自在である。図の形状例1は、差込板14に複数の窓20を「ハ」の字状に配置しており、これによって塑性変形が生じやすくなっている。   FIG. 6 shows a connecting bracket having a shape different from those of the respective drawings so far. In the connection fitting according to the present invention, it is sufficient that a certain window 20 is formed at a predetermined position (between the root portion 11 and the pin hole 17) of the insertion plate 14, and the insertion plate 14 is limited to a frame shape. It is not a thing. Therefore, as shown in this figure, if the pin hole 17 is provided in the vicinity of the end of the connecting metal fitting, the shape of the insertion plate 14 and the arrangement of the windows 20 are free. In the shape example 1 shown in the figure, a plurality of windows 20 are arranged in a letter “C” on the insertion plate 14, and plastic deformation is likely to occur.

また形状例2は、差込板14の両側面中央部を内側に切り込んで、上下に二段が積み重なった形状で、それぞれの段の内部に横長の窓20を設けている。次に形状例3は、両側面中央部がくびれた差込板14の内部に「H」を横倒しにした形状の窓20を設けている。なお、この図の連結金具は、いずれも根元部11が円柱状であり、根元部11と差込板14を溶接で一体化している。   In the second shape example, the center part of both side surfaces of the insertion plate 14 is cut inward, and two stages are stacked vertically, and a horizontally long window 20 is provided inside each stage. Next, in Shape Example 3, a window 20 having a shape in which “H” is laid down is provided inside the insertion plate 14 whose center portions on both sides are constricted. In addition, as for all the connection metal fittings of this figure, the base part 11 is cylindrical shape, and the base part 11 and the insertion board 14 are integrated by welding.

図7は、差込板14を二枚とした連結金具を示している。差込板14は、一枚に限定されるものではなく、このように二枚とすることもできる。二枚の差込板14は、同一形状で平行に並んでおり、底板18を介して一体化しており、また個々の差込板14は、枠板15と尾板16で構成されている。なお枠板15は、側部が「く」の字状に屈曲している。そのほか根元部11は、溶接で底板18と一体化しているほか、柱41のスリット42は、二列加工されている。このように差込板14を二枚とした場合、適度な塑性変形を生じるよう、その厚さや幅などを調整する必要がある。   FIG. 7 shows a connecting bracket having two insertion plates 14. The insertion plate 14 is not limited to one, and can be two in this way. The two insertion plates 14 are arranged in parallel in the same shape and are integrated via a bottom plate 18, and each insertion plate 14 includes a frame plate 15 and a tail plate 16. The side of the frame plate 15 is bent in a “<” shape. In addition, the base portion 11 is integrated with the bottom plate 18 by welding, and the slits 42 of the pillars 41 are processed in two rows. Thus, when the insertion plate 14 is made into two sheets, it is necessary to adjust the thickness, the width | variety, etc. so that moderate plastic deformation may be produced.

11 根元部
12 固定孔
14 差込板
15 枠板
16 尾板
17 ピン孔
18 底板
20 窓
31 基礎
32 アンカーボルト
33 ワッシャ
34 ナット
35 梁(横材)
36 土台(横材)
37 軸孔
38 丸孔
39 ドリフトピン
41 柱
42 スリット
43 横孔
45 ドリフトピン
11 Root part 12 Fixing hole 14 Insertion plate 15 Frame plate 16 Tail plate 17 Pin hole 18 Bottom plate 20 Window 31 Foundation 32 Anchor bolt 33 Washer 34 Nut 35 Beam (cross member)
36 Foundation (Wood)
37 Shaft hole 38 Round hole 39 Drift pin 41 Column 42 Slit 43 Horizontal hole 45 Drift pin

Claims (3)

土台(36)や梁(35)などの横材に柱(41)を連結するための連結金具であり、
横材に形成された軸孔(37)に埋め込まれる根元部(11)と、
柱(41)の端面から軸線方向に形成されたスリット(42)に差し込まれ且つ柱(41)の側面から打ち込まれるドリフトピン(45)を挿通させるためのピン孔(17)を有する差込板(14)と、
からなり、
前記差込板(14)は、前記ピン孔(17)から前記根元部(11)までの範囲で、内部を切り抜いた窓(20)を有することを特徴とする連結金具。
A connecting bracket for connecting the column (41) to a cross member such as a base (36) or a beam (35),
A root portion (11) embedded in a shaft hole (37) formed in the cross member;
Insertion plate having a pin hole (17) for inserting a drift pin (45) inserted into a slit (42) formed in an axial direction from an end surface of the column (41) and driven from a side surface of the column (41) (14) and
Consists of
The said insertion plate (14) has the window (20) which cut out the inside in the range from the said pin hole (17) to the said base part (11), The coupling bracket characterized by the above-mentioned.
前記差込板(14)は、前記窓(20)が形成された額縁状の枠板(15)と、該枠板(15)から突出し且つ前記ピン孔(17)を有する尾板(16)と、からなることを特徴とする請求項1記載の連結金具。   The insertion plate (14) includes a frame-like frame plate (15) in which the window (20) is formed, and a tail plate (16) protruding from the frame plate (15) and having the pin hole (17). The connecting fitting according to claim 1, comprising: 前記枠板(15)を構成する辺の一部または全部は、「く」の字状に屈曲していることを特徴とする請求項2記載の連結金具。
The connecting bracket according to claim 2, wherein a part or all of the sides constituting the frame plate (15) are bent in a "<" shape.
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JP2013167133A (en) * 2012-02-17 2013-08-29 Ncn:Kk Column base joint metal fitting and building structure
JP2017226963A (en) * 2016-06-20 2017-12-28 株式会社ダイドーハント Joint hardware for wooden building
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
JP2018141330A (en) * 2017-02-28 2018-09-13 大倉 憲峰 Connection tool
KR20190067792A (en) * 2016-10-18 2019-06-17 쉘터 컴퍼니 리미티드 Method of joining joints and panels
US20190338506A1 (en) * 2017-07-20 2019-11-07 Iida Sangyo Co., Ltd. Pillar fixing metal fitting
JP2021055402A (en) * 2019-09-30 2021-04-08 大和ハウス工業株式会社 Pin joint structure and metal plate used for pin joint structure

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JPH01310036A (en) * 1988-06-07 1989-12-14 Shokusan Jutaku Sogo Co Ltd Structural hardware for building
JPH10140660A (en) * 1996-11-15 1998-05-26 Uesuto:Kk Framework device for wooden building
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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2013167133A (en) * 2012-02-17 2013-08-29 Ncn:Kk Column base joint metal fitting and building structure
JP2017226963A (en) * 2016-06-20 2017-12-28 株式会社ダイドーハント Joint hardware for wooden building
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
KR20190067792A (en) * 2016-10-18 2019-06-17 쉘터 컴퍼니 리미티드 Method of joining joints and panels
KR102397592B1 (en) * 2016-10-18 2022-05-13 쉘터 컴퍼니 리미티드 Joining method of joining hardware and panels
JP2018141330A (en) * 2017-02-28 2018-09-13 大倉 憲峰 Connection tool
US20190338506A1 (en) * 2017-07-20 2019-11-07 Iida Sangyo Co., Ltd. Pillar fixing metal fitting
US11035114B2 (en) * 2017-07-20 2021-06-15 Iida Sangyo Co., Ltd. Pillar fixing metal fitting
JP2021055402A (en) * 2019-09-30 2021-04-08 大和ハウス工業株式会社 Pin joint structure and metal plate used for pin joint structure
JP7373962B2 (en) 2019-09-30 2023-11-06 大和ハウス工業株式会社 Pin joint structure and metal plate used in this pin joint structure

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