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JP6718776B2 - Connector - Google Patents
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JP6718776B2 - Connector - Google Patents

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JP6718776B2
JP6718776B2 JP2016172140A JP2016172140A JP6718776B2 JP 6718776 B2 JP6718776 B2 JP 6718776B2 JP 2016172140 A JP2016172140 A JP 2016172140A JP 2016172140 A JP2016172140 A JP 2016172140A JP 6718776 B2 JP6718776 B2 JP 6718776B2
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rod
members
shaft
short shaft
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JP2018035642A (en
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大倉 憲峰
憲峰 大倉
義邦 大倉
義邦 大倉
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Description

本発明は、各種木構造において、隣接する部材同士を一体化するため、部材に埋め込む棒状の連結具に関する。 The present invention relates to a rod-shaped connecting tool embedded in a member for integrating adjacent members in various tree structures.

木造建築を始めとする各種木構造において、隣接する部材同士を一体化する方法は様々だが、近年は強度やコストなどの観点から、棒状の金物を用いることも多い。この棒状の金物は、ホゾパイプやホゾシャフトなどと称され、部材同士の境界を貫通するように埋め込んだ後、部材の表面からドリフトピンなどを打ち込むと、この金物を介して部材同士が一体化される。このような金物に関しては、様々な技術開発が進められており、後記の両特許文献のように、衝撃を吸収する機能を有するものも公開されている。 In various wooden structures such as wooden construction, there are various methods for integrating adjacent members, but in recent years, rod-shaped metal pieces are often used from the viewpoint of strength and cost. This rod-shaped metal piece is called a hoso pipe or a hoso shaft, and after it is embedded so as to penetrate the boundary between members, when a drift pin or the like is driven from the surface of the member, the members are integrated via this metal object. .. Various technical developments have been made on such metal objects, and those having a function of absorbing shock, such as the patent documents described later, have also been disclosed.

特許文献1では、接合された木材同士を引き離す方向に荷重が作用した場合でも、木材の割れを生じにくくする接合金物が開示されている。この接合金物はパイプ状で、土台と柱など、隣接する木材同士を貫通するように埋め込んだ後、個々の木材の表面から接合金物に向けてピンを打ち込み、接合金物を介して木材同士を一体化する。さらに接合金物の中間付近に変形孔を設け、接合金物の強度を意図的に低下させている。この変形孔は、木材同士の境界付近に位置しており、接合された木材に過大な引張荷重が作用した場合、変形孔の周辺で大きな弾塑性変形を生じ、衝撃が吸収され、木材の割れを防ぐ。 Patent Document 1 discloses a metal joint that makes it difficult for wood to crack even when a load is applied in the direction in which the joined woods are separated from each other. This metal fitting is pipe-shaped and is embedded so as to penetrate adjacent timbers such as bases and pillars, and then pins are driven from the surface of each wood toward the metal fittings to integrate the timbers through the metal fittings. Turn into. Further, a deformation hole is provided near the middle of the joined metal object to intentionally reduce the strength of the joined metal object. This deformation hole is located near the boundary between timbers, and when an excessive tensile load is applied to the joined timbers, a large elasto-plastic deformation occurs around the deformation hole, the shock is absorbed, and the wood cracks. prevent.

次の特許文献2では、部材同士を連結するホゾパイプが開示されている。このホゾパイプは、先の特許文献1と同様、隣接する部材同士を貫通するように埋め込んだ後、個々の部材の表面からホゾパイプに向けてドリフトピンなどを打ち込み、ホゾパイプを介して部材同士を一体化する。さらにホゾパイプの中間付近に拡張部を設け、弾塑性変形を生じやすくしている。拡張部は、ホゾパイプの全周を半径方向に膨張させたもので、この部分がバネのように機能し、衝撃が吸収される。当然ながら拡張部は、隣接する二部材の境界付近に配置する。 The following Patent Document 2 discloses a hoso pipe that connects members to each other. Like the above-mentioned Patent Document 1, this hoso pipe is embedded so as to penetrate adjacent members, and then a drift pin or the like is driven from the surface of each member toward the hoso pipe to integrate the members via the hoso pipe. To do. Furthermore, an extension is provided near the middle of the hoso pipe to facilitate elastic-plastic deformation. The expansion part is an expansion of the entire circumference of the hoso pipe in the radial direction, and this part functions like a spring and absorbs impact. As a matter of course, the expansion portion is arranged near the boundary between two adjacent members.

特開2011−226175号公報JP, 2011-226175, A 特開2012−52382号公報JP 2012-52382A

前記特許文献1で開示された接合金物や、前記特許文献2で開示されたホゾパイプは、その特異な構造から多品種少量生産が難しく、個別の要望に応じた最適形状の製品を低価格で供給することも難しい。そのため両文献で開示された技術は、量産化が見込める場合など、限られた条件での普及に留まっている。しかし、衝撃を吸収する機能は地震対策として極めて有効で、両特許文献のような技術を一段と進化させ、汎用性やコストといった課題を克服した新しい連結具が待ち望まれている。 The joining hardware disclosed in Patent Document 1 and the hozo pipe disclosed in Patent Document 2 make it difficult to produce a wide variety of products in a small amount due to its unique structure, and supply products with optimal shapes according to individual requirements at a low price. It is also difficult to do. Therefore, the technologies disclosed in both documents are limited to widespread use, such as when mass production can be expected. However, the function of absorbing shock is extremely effective as a countermeasure against earthquakes, and there is a long-awaited demand for a new connecting tool that has evolved the technologies described in both patent documents and has overcome the problems of versatility and cost.

本発明はこうした実情を基に開発されたもので、衝撃を吸収する機能を備え、低コストで汎用性にも優れた棒状の連結具の提供を目的としている。 The present invention was developed based on such circumstances, and an object of the present invention is to provide a rod-shaped connector having a function of absorbing shock, low cost and excellent in versatility.

前記の課題を解決するための請求項1記載の発明は、複数の部材を一体化するために用いる連結具であって、個々の前記部材に設けた下穴に埋め込み且つ同軸線上に並ぶ複数本の短軸棒と、隣接する該短軸棒同士を結ぶ緩衝軸と、該緩衝軸に螺合させるナットと、からなり、前記短軸棒は、前記部材と一体化させ、前記緩衝軸は、前記短軸棒よりも弾塑性変形を生じやすい素材を用い、且つ隣接する前記部材の境界を跨ぐように配置し、前記緩衝軸は、前記短軸棒よりも小径で且つその両端部にはオネジを設けてあり、個々の該オネジの根元付近には前記ナットを配置してあり、前記短軸棒の端面にはメネジを設けてあり、該オネジと該メネジとの螺合により、前記緩衝軸を介し、同軸線上に並ぶ複数本の前記短軸棒を全て一体化してあり、該オネジと該メネジとの螺合長さを変えることで隣接する該短軸棒同士の間隔を調整可能であり、且つ前記ナットを該短軸棒の端面に密着させることで、該短軸棒と該緩衝軸との緩みを防止できることを特徴とする連結具である。 The invention according to claim 1 for solving the above-mentioned problems is a connector used to integrate a plurality of members, and a plurality of connectors are embedded in a prepared hole provided in each of the members and arranged on a coaxial line. Of the short shaft rod, a buffer shaft connecting the adjacent short shaft rods, and a nut screwed to the buffer shaft, the short shaft rod is integrated with the member , the buffer shaft, A material that is more likely to cause elastic-plastic deformation than the short shaft rod is used, and it is arranged so as to straddle the boundary between the adjacent members, and the buffer shaft has a smaller diameter than the short shaft rod and male threads at both ends thereof. Is provided, the nut is arranged near the root of each of the male screws, and a female screw is provided on the end face of the short shaft rod. By screwing the male screw and the female screw, the buffer shaft is provided. the via, Ri integrated all the minor axis rod a plurality of aligned coaxially tare, is possible to adjust the distance between adjacent short-axis rod by changing the screwing length between the male screw and the female screw The connector is characterized in that the nut can be prevented from loosening by closely contacting the nut with the end surface of the short shaft rod .

本発明による連結具は、従来のように一本の金属棒で構成される訳ではなく、複数本の短軸棒を緩衝軸で一体化したことを特徴とする。したがって全ての短軸棒は、同軸線上に並ぶ。また短軸棒は、原則として連結される部材ごとに一本の割り当てとなるが、多数の部材を積層させたような場合、一本の短軸棒が複数の部材をまとめて貫通することもある。なお、隣接する二部材をT字状やL字状に連結するケースでは、短軸棒は二本で、個々の部材に一本の短軸棒を埋め込み、二本の短軸棒を緩衝軸で一体化する。ただし条件によっては、一箇所の連結構造において、複数組の連結具を配置することもある。 The connector according to the present invention does not consist of a single metal rod as in the prior art, and is characterized in that a plurality of short shaft rods are integrated by a buffer shaft. Therefore, all the short rods are aligned on the coaxial line. In principle, one short rod is assigned to each member to be connected, but when a large number of members are stacked, one short rod may penetrate multiple members together. is there. In addition, in the case where two adjacent members are connected to each other in a T shape or an L shape, the number of short shaft rods is two, one short shaft rod is embedded in each member, and the two short shaft rods are used as buffer shafts. Integrate with. However, depending on the conditions, a plurality of sets of connecting tools may be arranged in one connecting structure.

短軸棒が埋め込まれる部材は、各種木材を前提としており、部材には、あらかじめ短軸棒を埋め込むため、下穴を加工しておく。そして短軸棒は、何らかの手段で部材と一体化し、部材からの抜けを防ぐ必要がある。その具体例としては、部材と短軸棒を貫通するように、ドリフトピンやボルトを差し込むといった方法が挙げられる。他の具体例としては、ラグスクリューや異形棒鋼を短軸棒として利用する方法が挙げられる。ラグスクリューを用いた場合、その側周面から突出する凸条が部材に食い込み、ラグスクリューが固定される。また異形棒鋼を用いた場合、接着剤で部材に固定する。 The member in which the short shaft rod is embedded is premised on various kinds of wood, and the pilot hole is previously processed in the member in order to embed the short shaft rod. The short rod must be integrated with the member by some means to prevent it from coming off the member. A specific example thereof is a method of inserting a drift pin or a bolt so as to penetrate the member and the short rod. Other specific examples include a method of using a lag screw or a deformed steel bar as a short rod. When the lag screw is used, the ridge protruding from the side peripheral surface bites into the member and the lag screw is fixed. When a deformed steel bar is used, it is fixed to the member with an adhesive.

緩衝軸は、短軸棒よりも小径で、しかも引張荷重が作用した際、弾塑性変形を生じ、衝撃を吸収できる必要がある。ただし日常的な荷重で大きな変形を生じるならば、建築物などの剛性を低下させる。そこで地震などで突発的に過大な荷重が作用した場合に限り、有効に機能するよう、強度を調整する。なお緩衝軸は、短軸棒よりも小径で必然的に応力が増大し、変形を生じやすくなる。 The shock-absorbing shaft must have a smaller diameter than the short shaft rod, and must undergo elastic-plastic deformation when a tensile load is applied to absorb the shock. However, if a large amount of deformation occurs under daily load, the rigidity of the building will be reduced. Therefore, the strength should be adjusted so that it will function effectively only when an unexpectedly large load is applied due to an earthquake. The buffer shaft has a diameter smaller than that of the short shaft rod, and the stress is inevitably increased, so that the buffer shaft is easily deformed.

短軸棒の素材の具体例としては、引張荷重が作用した際も弾塑性変形を生じにくい冷間圧造用炭素鋼線(SWCH)が挙げられる。また緩衝軸については、建築構造用圧延棒鋼(SNR)が挙げられる。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。しかもこれらの素材は、入手や加工に大きな問題がなく、従来の製造技術を流用できる。 As a specific example of the material of the short shaft rod, there is carbon steel wire for cold heading (SWCH), which is unlikely to undergo elasto-plastic deformation even when a tensile load is applied. As for the buffer shaft, rolled steel bars for building structure (SNR) can be mentioned. Rolled steel bars for building structures are excellent in toughness, easily absorb impact load, and easily generate plastic deformation without breaking even if they are overloaded. Moreover, these materials have no major problems in acquisition and processing, and conventional manufacturing techniques can be applied.

緩衝軸の両端部にはオネジを形成し、短軸棒の端面には、このオネジと螺合するメネジを形成し、双方を螺合させることで、緩衝軸を介し、隣接する二本の短軸棒を一体化する。なお実際には、オネジとメネジとの緩みを防ぐため、オネジにナットを螺合させ、このナットを短軸棒の端面に密着させ、オネジとメネジとの摩擦を増やす。当然ながらこのナットは、短軸棒の側周面から突出させないようにする。 A male screw is formed at both ends of the shock-absorbing shaft, and a female screw is formed on the end face of the short shaft rod so as to be screwed with this male screw. Integrate the shaft rod. Actually, in order to prevent the loosening of the male screw and the female screw, a nut is screwed onto the male screw and the nut is brought into close contact with the end face of the short rod to increase the friction between the male screw and the female screw. Of course, this nut should not be projected from the side peripheral surface of the short rod.

このように、複数本の短軸棒を緩衝軸で一体化した連結具を用いることで、部材間に過大な引張荷重が作用した場合でも、緩衝軸が弾塑性変形することで衝撃を吸収し、部材の破損を防ぐ。しかも本発明では、短軸棒や緩衝軸を適宜選択し、施工箇所に応じた最適形状の連結具を都度製造することが容易で、加えてオネジとメネジとの螺合長さを変えることで、短軸棒の埋め込み位置の微調整も実現でき、汎用性が極めて高く、あらゆる連結構造で使用可能である。 In this way, by using a connecting tool that integrates a plurality of short shaft rods with a shock absorbing shaft, even if an excessive tensile load is applied between the members, the shock absorbing is absorbed by the elastic deformation of the shock absorbing shaft. , Prevents damage to parts. Moreover, in the present invention, it is easy to appropriately select a short shaft rod or a buffer shaft, and to manufacture an optimally shaped connecting tool each time according to the construction site, and in addition, by changing the screwing length of the male screw and the female screw. Also, it is possible to make fine adjustments to the embedding position of the short shaft rod, and it is extremely versatile and can be used in all connection structures.

請求項1記載の発明のように、複数本の短軸棒を緩衝軸で一体化した連結具を用いることで、短軸棒と緩衝軸を適宜組み合わせ、連結具の構成や全長などを自在に調整できる。そのため本発明品は、極めて汎用性が高く、短軸棒や緩衝軸を都度製造する必要がなく、限られた種類の在庫を持つだけで、あらゆる連結構造に対応でき、コスト面でも有利である。また緩衝軸により、連結された部材の間に過大な引張荷重が作用した場合でも、衝撃を吸収して部材の破損を防ぎ、安全性に優れた木造建築を低コストで提供することができる。 As in the invention according to claim 1, by using a connecting tool in which a plurality of short shaft rods are integrated with a buffer shaft, the short shaft rod and the buffer shaft are appropriately combined, and the configuration and the total length of the connecting tool can be freely set. Can be adjusted. Therefore, the product of the present invention is extremely versatile, does not need to manufacture a short shaft rod or a buffer shaft each time, has only a limited type of inventory, and can be applied to any connection structure, which is also advantageous in terms of cost. .. Further, even if an excessive tensile load is applied between the connected members by the buffer shaft, the shock is absorbed to prevent the members from being damaged, and a wooden construction excellent in safety can be provided at low cost.

本発明による連結具の形状例とその使用例を示す斜視図で、連結具を用い、柱と横架材をT字状に一体化する。FIG. 3 is a perspective view showing an example of the shape of the connector according to the present invention and an example of its use, in which the column and the horizontal member are integrated into a T shape by using the connector. 図1の二部材をT字状に一体化した状態を示す斜視図と縦断面図で、柱の上端面と、横架材の下面が接触している。1 is a perspective view and a vertical sectional view showing a state in which the two members of FIG. 1 are integrated in a T-shape, the upper end surface of the column and the lower surface of the horizontal member are in contact with each other. 図1の二部材を一体化した後、この二部材を引き離す方向に過大な荷重が作用した場合を示す縦断面図で、図上方には、緩衝軸が引き伸ばされた状態を描いてあり、図下方には、その後に押し戻された状態を描いてある。FIG. 1 is a vertical cross-sectional view showing a case where an excessive load acts in a direction of separating the two members of FIG. 1 after the two members are integrated, and a state in which a buffer shaft is stretched is drawn above the drawing. At the bottom, it is depicted as it has been pushed back. 三本の短軸棒で構成される連結具と、その使用状態を示す斜視図で、横架材を挟むように柱を配置し、これらを十字状に一体化する。In a perspective view showing a connecting tool composed of three short shaft rods and a usage state thereof, pillars are arranged so as to sandwich a horizontal member, and these are integrated in a cross shape. 図4の三部材を十字状に一体化した状態と、ここで用いた連結具の形状を示す斜視図である。It is a perspective view which shows the state which integrated the three members of FIG. 4 in the shape of a cross, and the shape of the connection tool used here. 連結具を構成する二本の短軸棒のうち、一方にラグスクリューを用いたほか、横架材の端面を柱の側面に接触させ、これらをL字状に一体化する場合を示す斜視図である。A perspective view showing a case where a lag screw is used for one of the two short shaft rods constituting the connector and the end face of the horizontal member is brought into contact with the side face of the column to integrate them into an L shape. Is. 図6の二部材をL字状に一体化する過程を示す斜視図で、施工時は、まずラグスクリューだけを柱に埋め込む。FIG. 7 is a perspective view showing a process of integrating the two members of FIG. 6 into an L shape, and at the time of construction, first, only the lag screw is embedded in the column. 図6の一部を変更した形態を示す斜視図で、横架材に埋め込む短軸棒として、異形棒鋼を用いている。FIG. 7 is a perspective view showing a form in which a part of FIG. 6 is changed, and a deformed steel bar is used as a short rod embedded in a horizontal member.

図1は、本発明による連結具の形状例とその使用例を示す。この連結具は、同軸線上に並ぶ二本の短軸棒11、12を緩衝軸21で一体化した形状で、柱に相当する部材31と、横架材に相当する部材41をT字状に一体化するために用いる。二本の短軸棒11、12は、その側周面にドリフトピン29などを差し込み、部材31、41と一体化する構造で、いずれの短軸棒11、12とも同径だが、下方の短軸棒11は部材31に埋め込まれ、上方の短軸棒12は部材41に埋め込まれ、上下の短軸棒11、12を緩衝軸21で一体化する。そのため緩衝軸21の中央を除く両端部には、オネジ22を形成してある。また下方の短軸棒11の上端面と、上方の短軸棒12の下端面には、このオネジ22と螺合するメネジ18を形成してある。さらに、オネジ22とメネジ18との緩みを防ぐため、ナット23を用いている。 FIG. 1 shows an example of the shape of a connector according to the present invention and an example of its use. This connecting tool has a shape in which two short shaft rods 11 and 12 arranged on a coaxial line are integrated by a buffer shaft 21, and a member 31 corresponding to a pillar and a member 41 corresponding to a horizontal member are formed into a T shape. Used to integrate. The two short shaft rods 11 and 12 have a structure in which a drift pin 29 or the like is inserted into the side peripheral surface thereof and are integrated with the members 31 and 41. The shaft rod 11 is embedded in the member 31, the upper short shaft rod 12 is embedded in the member 41, and the upper and lower short shaft rods 11 and 12 are integrated by the buffer shaft 21. Therefore, male threads 22 are formed at both ends of the buffer shaft 21 except the center. On the upper end surface of the lower short shaft rod 11 and the lower end surface of the upper short shaft rod 12, a female screw 18 to be screwed with the male screw 22 is formed. Further, a nut 23 is used to prevent the male screw 22 and the female screw 18 from loosening.

柱に相当する部材31の上端面中央には、短軸棒11を埋め込むため、下穴35を加工してある。この下穴35は有底で、短軸棒11を緩みなく嵌め込み可能な内径に仕上げてある。また、埋め込まれた短軸棒11を部材31と一体化するため、部材31の側面から短軸棒11に向け、ドリフトピン29を打ち込む。そのため部材31の側面には、下穴35と交差して反対面に抜けるピン孔39を加工してあり、さらに短軸棒11の側周面には、側孔19を形成してある。当然ながらピン孔39と側孔19は、同心に揃うよう、設計を行う。なお部材31に関しては、直交する二側面の両方にピン孔39を加工してあり、ドリフトピン29は、真上から見て十字状に打ち込まれる。 A pilot hole 35 is formed in the center of the upper end surface of the member 31 corresponding to the pillar in order to embed the short shaft rod 11. The prepared hole 35 has a bottom and is finished to have an inner diameter into which the short shaft rod 11 can be fitted without loosening. Further, in order to integrate the embedded short shaft rod 11 with the member 31, the drift pin 29 is driven from the side surface of the member 31 toward the short shaft rod 11. Therefore, a pin hole 39 is formed on the side surface of the member 31 so as to intersect with the pilot hole 35 and exit to the opposite surface, and a side hole 19 is formed on the side peripheral surface of the short rod 11. As a matter of course, the pin hole 39 and the side hole 19 are designed so as to be aligned concentrically. Regarding the member 31, pin holes 39 are formed on both of the two side surfaces orthogonal to each other, and the drift pin 29 is driven in a cross shape when viewed from directly above.

横架材に相当する部材41については、短軸棒12を埋め込むため、その上下面を貫通するように下穴45を加工してある。また、ドリフトピン29を打ち込むためのピン孔49は、上下三列が平行に揃う。このように、ピン孔39、49の配置は部材31、41毎に様々だが、本発明では、短軸棒11、12を適宜選択することで、ピン孔39、49の配置に対する柔軟性が高く、利便性に優れている。 As for the member 41 corresponding to the horizontal member, a pilot hole 45 is processed so as to penetrate the upper and lower surfaces of the member 41 in order to embed the short rod 12. Further, the pin holes 49 for driving the drift pins 29 are arranged in parallel in the upper and lower three rows. As described above, the arrangement of the pin holes 39 and 49 varies depending on the members 31 and 41, but in the present invention, by appropriately selecting the short rods 11 and 12, the flexibility of the arrangement of the pin holes 39 and 49 is high. , Excellent in convenience.

施工時は、まず緩衝軸21とナット23を用い、二本の短軸棒11、12を強固に一体化するほか、部材31、41に下穴35、45やピン孔39、49を加工する。次に、下方の部材31の下穴35に短軸棒11を埋め込み、そのピン孔39と側孔19を同心に揃え、ピン孔39から側孔19に向け、ドリフトピン29を打ち込み、短軸棒11を部材31と一体化させる。その後、短軸棒12の上端を部材41の下穴45に差し込み、上下の部材31、41が接触すると、側孔19とピン孔49が同心に揃う。そこで、ピン孔49から側孔19に向け、ドリフトピン29を打ち込むと、連結具を介し、上下の部材31、41が一体化する。なおこの手順とは逆に、短軸棒12を部材41に埋め込んだ後、短軸棒11を部材31に埋め込んでも構わない。 At the time of construction, first, the buffer shaft 21 and the nut 23 are used to firmly integrate the two short shaft rods 11 and 12, and the holes 31, 45 and the pin holes 39, 49 are formed in the members 31, 41. .. Next, the short shaft rod 11 is embedded in the lower hole 35 of the lower member 31, the pin hole 39 and the side hole 19 are aligned concentrically, the drift pin 29 is driven from the pin hole 39 toward the side hole 19, and the short shaft The rod 11 is integrated with the member 31. Then, when the upper end of the short shaft rod 12 is inserted into the prepared hole 45 of the member 41 and the upper and lower members 31 and 41 contact each other, the side hole 19 and the pin hole 49 are aligned concentrically. Therefore, when the drift pin 29 is driven from the pin hole 49 toward the side hole 19, the upper and lower members 31, 41 are integrated with each other via the connecting tool. Note that, conversely to this procedure, after the short shaft rod 12 is embedded in the member 41, the short shaft rod 11 may be embedded in the member 31.

図2は、図1の二部材31、41をT字状に一体化した状態を示し、柱に相当する部材31の上端面と、横架材に相当する部材41の下面が接触している。また部材31の下穴35には短軸棒11が埋め込まれ、部材41の下穴45には短軸棒12が埋め込まれ、上下に並ぶ二本の短軸棒11、12を緩衝軸21で一体化している。したがって、二部材31、41を引き離す方向に作用する荷重は、緩衝軸21が単独で受け止める。このように緩衝軸21は、連結構造の剛性を確保する上で極めて重要で、その素材や直径や長さは、諸条件を考慮して決める必要がある。 FIG. 2 shows a state in which the two members 31 and 41 of FIG. 1 are integrated in a T-shape, and the upper end surface of the member 31 corresponding to a pillar and the lower surface of the member 41 corresponding to a horizontal member are in contact with each other. .. Further, the short shaft rod 11 is embedded in the prepared hole 35 of the member 31, the short shaft rod 12 is embedded in the prepared hole 45 of the member 41, and the two short shaft rods 11 and 12 lined up and down by the buffer shaft 21. It is integrated. Therefore, the buffer shaft 21 independently receives the load acting in the direction of separating the two members 31, 41 from each other. As described above, the buffer shaft 21 is extremely important for ensuring the rigidity of the connecting structure, and the material, diameter, and length of the buffer shaft 21 must be determined in consideration of various conditions.

上下の短軸棒11、12は、緩衝軸21で一体化されているが、オネジ22とメネジ18との螺合長さを調整することで、隣接する短軸棒11、12の間隔を微調整することも容易である。したがって、あらかじめ短軸棒11、12に側孔19を形成してある場合でも、部材31、41に加工するピン孔39、49の位置を柔軟に決めることができ、施工時の利便性に優れる。そのほかドリフトピン29は、部材31、41との摩擦で保持され、不用意に脱落することはない。 The upper and lower short shaft rods 11 and 12 are integrated by the buffer shaft 21, but by adjusting the screwing length of the male screw 22 and the female screw 18, the distance between the adjacent short shaft rods 11 and 12 is reduced. It is also easy to adjust. Therefore, even if the side holes 19 are formed in the short shaft rods 11 and 12 in advance, the positions of the pin holes 39 and 49 to be machined in the members 31 and 41 can be flexibly determined, which is excellent in convenience during construction. .. In addition, the drift pin 29 is held by friction with the members 31 and 41, and does not drop off accidentally.

図3は、図1の二部材31、41を一体化した後、この二部材31、41を引き離す方向に過大な荷重が作用した場合を示す。図3上方の「引き伸ばされた状態」では、荷重によって緩衝軸21が引き伸ばされ、二部材31、41の境界に隙間が生じている。このように、緩衝軸21が引き伸ばされることで衝撃が吸収され、部材31、41の破損を防ぐことができる。なお緩衝軸21が引き伸ばされた際も、それが弾性変形の範囲内であれば、速やかに元の状態に復元する。 FIG. 3 shows a case in which, after the two members 31, 41 of FIG. 1 are integrated, an excessive load acts in the direction of separating the two members 31, 41. In the “stretched state” in the upper part of FIG. 3, the buffer shaft 21 is stretched by the load, and a gap is formed at the boundary between the two members 31 and 41. As described above, the shock is absorbed by stretching the buffer shaft 21, and it is possible to prevent the members 31 and 41 from being damaged. Even when the buffer shaft 21 is stretched, if it is within the elastic deformation range, the buffer shaft 21 is promptly restored to the original state.

二部材31、41を引き離す方向に過大な荷重が作用し、緩衝軸21に塑性変形を生じることもある。その場合、二部材31、41の境界に隙間が残ることになるが、その後、重力などで二部材31、41を接近させる方向に荷重が作用すると、図3下方の「押し戻された状態」のように、緩衝軸21が屈曲し、二部材31、41の隙間が減少し、当初に近い状態を維持できる。仮に緩衝軸21の素材として、建築構造用圧延棒鋼(SNR)を用いるならば、その特性により破断を生じにくく、塑性変形を繰り返しながらも、二部材31、41の連結を維持できる。 An excessive load may act in the direction of separating the two members 31 and 41, and the buffer shaft 21 may be plastically deformed. In that case, a gap remains at the boundary between the two members 31 and 41. However, when a load is applied in the direction of bringing the two members 31 and 41 closer to each other due to gravity or the like, the “pushed back state” in the lower part of FIG. Thus, the buffer shaft 21 bends, the gap between the two members 31, 41 decreases, and the state close to the initial state can be maintained. If a rolled steel bar for building structure (SNR) is used as the material of the buffer shaft 21, it is less likely to break due to its characteristics, and the connection between the two members 31 and 41 can be maintained even though plastic deformation is repeated.

図4は、三本の短軸棒11、12、13で構成される連結具と、その使用状態を示す。木造建築の骨格を構成する部材の配置は様々で、この図のように、横架材に相当する部材41を挟むように他の部材31、51を配置し、これらを十字状に一体化することもある。ここで用いる連結具は、三本の部材31、41、51に対応し、短軸棒11、13、12が三本になり、その間を計二本の緩衝軸21で結ぶ構成となる。 FIG. 4 shows a connecting tool composed of three short shaft rods 11, 12, and 13 and a usage state thereof. There are various arrangements of the members that form the skeleton of the wooden construction. As shown in this figure, the other members 31 and 51 are arranged so as to sandwich the member 41 corresponding to the horizontal member, and these are integrated in a cross shape. Sometimes. The connecting tool used here corresponds to the three members 31, 41 and 51, and has three short shaft rods 11, 13 and 12, and the two connecting shafts 21 connect between them.

連結具は、下方の柱に相当する部材31に埋め込む短軸棒11と、横架材に相当する部材41に埋め込む短軸棒13と、上方の柱の相当する部材51に埋め込む短軸棒12のほか、これらを結ぶ計二本の緩衝軸21で構成され、個々の緩衝軸21の両端部には、緩み止めのナット23を螺合する。そのため中央の短軸棒13には、上下二箇所にメネジ18を形成してある。 The connector includes a short rod 11 embedded in a member 31 corresponding to a lower column, a short rod 13 embedded in a member 41 corresponding to a horizontal member, and a short rod 12 embedded in a member 51 corresponding to an upper column. In addition, it is composed of a total of two shock-absorbing shafts 21 that connect them, and nuts 23 for locking are screwed to both ends of each shock-absorbing shaft 21. Therefore, the central short shaft rod 13 is formed with female screws 18 at two upper and lower positions.

柱に相当する二部材31、51については、直交する二側面にピン孔39、59を加工してあり、短軸棒11、12の側孔19も、二方向に形成してある。しかし、横架材に相当する部材41については、平行に揃う二列のピン孔49を上下に加工してあり、短軸棒13の側孔19も、二列を平行に形成してある。このように本発明では、様々な短軸棒11、12、13を組み合わせることで、様々な連結構造に対応することができる。 With respect to the two members 31 and 51 corresponding to the pillars, pin holes 39 and 59 are formed on the two side surfaces orthogonal to each other, and the side holes 19 of the short rods 11 and 12 are also formed in two directions. However, with respect to the member 41 corresponding to the horizontal member, two rows of pin holes 49 aligned in parallel are machined up and down, and the side hole 19 of the short rod 13 is also formed in two rows in parallel. As described above, according to the present invention, various connecting structures can be dealt with by combining various short shaft rods 11, 12, and 13.

図5は、図4の三部材31、41、51を十字状に一体化した状態を示し、下方の柱に相当する部材31の上端面は、横架材に相当する部材41の下面に接触し、上方の柱に相当する部材51の下端面は、部材41の上面に接触している。また個々の部材31、41、51の下穴35、45、55には、短軸棒11、13、12が埋め込まれ、その間を緩衝軸21で結んでいる。したがって、上下の部材31、51を引き離す方向に荷重が作用すると、緩衝軸21がこれを受け止め、その弾塑性変形によって衝撃を吸収し、部材31、41、51の破損を防ぐ。 FIG. 5 shows a state in which the three members 31, 41, 51 of FIG. 4 are integrated in a cross shape, and the upper end surface of the member 31 corresponding to the lower column contacts the lower surface of the member 41 corresponding to the horizontal member. However, the lower end surface of the member 51 corresponding to the upper column is in contact with the upper surface of the member 41. Further, the short shaft rods 11, 13, 12 are embedded in the prepared holes 35, 45, 55 of the respective members 31, 41, 51, and the buffer shafts 21 connect them. Therefore, when a load acts in the direction in which the upper and lower members 31, 51 are separated, the buffer shaft 21 receives this and absorbs the shock by its elasto-plastic deformation, preventing damage to the members 31, 41, 51.

図6は、連結具を構成する二本の短軸棒14、15のうち、一方にラグスクリューを用いたほか、一方の部材(横架材)41の端面を他方の部材(柱)31の側面に接触させ、これらをL字状に一体化する場合を示す。この図の短軸棒15は、ラグスクリューをそのまま流用したもので、その側周面には螺旋状に伸びる凸条25を形成してあり、これが下穴35の内周面に食い込むことで、短軸棒15が部材31と一体化する。また短軸棒15の一端面には、埋め込みの際に工具を掛けるため、六角形の頭部26を設け、その中心にはメネジ18を形成してあり、緩衝軸21と螺合することができる。 In FIG. 6, a lag screw is used for one of the two short shaft rods 14 and 15 constituting the connecting tool, and the end face of one member (horizontal member) 41 is connected to the other member (pillar) 31. The case where they are brought into contact with the side surfaces and integrated into an L shape is shown. The short rod 15 in this figure is a lag screw diverted as it is, and a convex strip 25 extending spirally is formed on the side peripheral surface of the short shaft rod 15. By biting this into the inner peripheral surface of the prepared hole 35, The short rod 15 is integrated with the member 31. Further, a hexagonal head portion 26 is provided on one end surface of the short shaft rod 15 for mounting a tool at the time of embedding, and a female screw 18 is formed at the center thereof so that the buffer shaft 21 can be screwed. it can.

次に、横架材に相当する部材41に埋め込む短軸棒14は、単純な円柱状で、その側孔19にドリフトピン29を差し込むことで、短軸棒14が部材41に固定される。また短軸棒14の一端面には、緩衝軸21と螺合できるよう、メネジ18を形成してあり、緩衝軸21とナット23を介して左右の短軸棒14、15を一体化すると、一組の連結具が完成する。なおこの図では、部材41に作用する曲げモーメントに対抗するため、連結具を上下二組配置してある。そのため下穴35、45も、上下二列に加工してある。 Next, the short shaft rod 14 to be embedded in the member 41 corresponding to the horizontal member is a simple columnar shape, and the drift pin 29 is inserted into the side hole 19 to fix the short shaft rod 14 to the member 41. In addition, a female screw 18 is formed on one end surface of the short shaft rod 14 so as to be screwed with the buffer shaft 21, and when the left and right short shaft rods 14 and 15 are integrated via the buffer shaft 21 and the nut 23, A set of connectors is completed. In addition, in this figure, in order to oppose the bending moment acting on the member 41, two sets of connecting tools are arranged vertically. Therefore, the prepared holes 35 and 45 are also processed into two rows, upper and lower.

図7は、図6の二部材31、41をL字状に一体化する過程を示し、施工時は、まず短軸棒(ラグスクリュー)15だけを部材(柱)31に埋め込む。この短軸棒15は、部材31に埋め込む際、その頭部26に工具を掛け、回転させる必要がある。そのため緩衝軸21など、他の部品の組み込み作業は、短軸棒15を完全に埋め込んだ後に行う。なお緩衝軸21とナット23を介し、左右の短軸棒14、15を一体化すると、図7の上方に描くように、部材31の側面から短軸棒14などが突出した状態になる。その後、部材41の下穴45に短軸棒14を差し込み、部材31、41同士を接触させ、部材41の側面からドリフトピン29を打ち込むと、連結作業が完了する。 FIG. 7 shows a process of integrating the two members 31 and 41 of FIG. 6 into an L shape, and at the time of construction, first, only the short shaft rod (lag screw) 15 is embedded in the member (pillar) 31. When the short shaft rod 15 is embedded in the member 31, it is necessary to rotate the head portion 26 with a tool. Therefore, the work of incorporating other components such as the buffer shaft 21 is performed after the short shaft rod 15 is completely embedded. When the left and right short shaft rods 14 and 15 are integrated via the buffer shaft 21 and the nut 23, the short shaft rod 14 and the like project from the side surface of the member 31, as illustrated in the upper part of FIG. 7. Then, the short rod 14 is inserted into the prepared hole 45 of the member 41, the members 31, 41 are brought into contact with each other, and the drift pin 29 is driven in from the side surface of the member 41, whereby the connecting work is completed.

図8は、図6の一部を変更した形態を示し、部材(横架材)41に埋め込む短軸棒16として、異形棒鋼を用いている。異形棒鋼は、その側周面にリブ27を規則的に形成してあり、側周面の全域に接着剤28を塗布し、下穴45に埋め込むことで、異形棒鋼が部材41と一体化する。また施工時は、まず短軸棒(ラグスクリュー)15だけを部材(柱)31に埋め込み、緩衝軸21とナット23を介し、左右の短軸棒15、16を一体化し、部材31の側面から短軸棒16などを突出させる。次に短軸棒16の側周面に接着剤28を塗布し、これを部材41の下穴45に差し込み、部材31、41同士を接触させ、接着剤28を乾燥させると連結作業が完了する。 FIG. 8 shows a modified form of FIG. 6, in which a deformed steel bar is used as the short shaft rod 16 to be embedded in the member (horizontal bridge member) 41. The deformed steel bar has ribs 27 regularly formed on its side peripheral surface, and the adhesive 28 is applied to the entire area of the side peripheral surface and embedded in the prepared hole 45, whereby the deformed steel bar is integrated with the member 41. .. Further, at the time of construction, first, only the short shaft rod (lag screw) 15 is embedded in the member (pillar) 31, the left and right short shaft rods 15 and 16 are integrated through the buffer shaft 21 and the nut 23, and from the side surface of the member 31. The short rod 16 is projected. Next, the adhesive 28 is applied to the side peripheral surface of the short shaft rod 16, the adhesive 28 is inserted into the prepared hole 45 of the member 41, the members 31 and 41 are brought into contact with each other, and the adhesive 28 is dried. ..

これまでの各図に示すように、短軸棒は、部材の下穴に固定できるならば、ラグスクリューや異形棒鋼など、様々な棒状の金属を使用可能で、その組み合わせについても、無理なく施工できることを前提とするが、自在に決めて構わない。 As shown in each figure so far, if the short rod can be fixed in the pilot hole of the member, various rod-shaped metals such as lag screw and deformed steel bar can be used. It is supposed to be possible, but you can freely decide.

11 短軸棒(図の上端面にメネジ)
12 短軸棒(図の下端面にメネジ)
13 短軸棒(両端面にメネジ)
14 短軸棒(一端面にメネジ・側孔が同方向に二列)
15 短軸棒(ラグスクリュー)
16 短軸棒(異形棒鋼)
18 メネジ
19 側孔
21 緩衝軸
22 オネジ
23 ナット
25 凸条
26 頭部
27 リブ
28 接着剤
29 ドリフトピン
31 部材(柱)
35 下穴
39 ピン孔
41 部材(横架材)
45 下穴
49 ピン孔
51 部材(柱)
55 下穴
59 ピン孔
11 Short shaft rod (female screw on the upper surface of the figure)
12 Short shaft rod (female screw on the lower end of the figure)
13 Short shaft rod (female threads on both ends)
14 Short shaft rod (female screw on one end face, side holes in two rows in the same direction)
15 Short shaft rod (lag screw)
16 Short shaft rod (deformed steel bar)
18 female screw 19 side hole 21 buffer shaft 22 male screw 23 nut 25 ridge 26 head 27 rib 28 adhesive 29 drift pin 31 member (pillar)
35 Pilot hole 39 Pin hole 41 Member (horizontal bridge material)
45 Pilot hole 49 Pin hole 51 Member (column)
55 Prepared hole 59 Pin hole

Claims (1)

複数の部材(31、41、51)を一体化するために用いる連結具であって、
個々の前記部材(31、41、51)に設けた下穴(35、45、55)に埋め込み且つ同軸線上に並ぶ複数本の短軸棒(11乃至16)と、
隣接する該短軸棒(11乃至16)同士を結ぶ緩衝軸(21)と、該緩衝軸(21)に螺合させるナット(23)と、
からなり、
前記短軸棒(11乃至16)は、前記部材(31、41、51)と一体化させ、
前記緩衝軸(21)は、前記短軸棒(11乃至16)よりも弾塑性変形を生じやすい素材を用い、且つ隣接する前記部材(31、41、51)の境界を跨ぐように配置し、
前記緩衝軸(21)は、前記短軸棒(11乃至16)よりも小径で且つその両端部にはオネジ(22)を設けてあり、個々の該オネジ(22)の根元付近には前記ナット(23)を配置してあり、
前記短軸棒(11乃至16)の端面にはメネジ(18)を設けてあり、
該オネジ(22)と該メネジ(18)との螺合により、前記緩衝軸(21)を介し、同軸線上に並ぶ複数本の前記短軸棒(11乃至16)を全て一体化してあり、該オネジ(22)と該メネジ(18)との螺合長さを変えることで隣接する該短軸棒(11乃至16)同士の間隔を調整可能であり、且つ前記ナット(23)を該短軸棒(11乃至16)の端面に密着させることで、該短軸棒(11乃至16)と該緩衝軸(21)との緩みを防止できることを特徴とする連結具。
A connector used for integrating a plurality of members (31, 41, 51),
A plurality of short shaft rods (11 to 16) embedded in prepared holes (35, 45, 55) provided in the individual members (31, 41, 51) and arranged on the coaxial line;
A buffer shaft (21) connecting the adjacent short shaft rods (11 to 16) to each other, and a nut (23) screwed to the buffer shaft (21),
Consists of
The short rods (11 to 16) are integrated with the members (31, 41, 51) ,
The buffer shaft (21) is made of a material that is more likely to undergo elastic-plastic deformation than the short shaft rods (11 to 16), and is arranged so as to straddle the boundary between the adjacent members (31, 41, 51),
The buffer shaft (21) has a diameter smaller than that of the short shaft rods (11 to 16), and male threads (22) are provided at both ends thereof, and the nuts are provided near the roots of the male threads (22). (23) is placed,
A female screw (18) is provided on the end surface of the short rod (11 to 16),
By screwing of the male screw (22) and said female screw (18), said via a buffer shaft (21), Ri integrating all the minor axis rod a plurality of aligned coaxially (11 to 16) Thea, By changing the screwing length of the male screw (22) and the female screw (18), the interval between the adjacent short shaft rods (11 to 16) can be adjusted, and the nut (23) can be shortened. A connector which is capable of preventing looseness between the short shaft rod (11 to 16) and the buffer shaft (21) by closely contacting the end face of the shaft rod (11 to 16) .
JP2016172140A 2016-09-02 2016-09-02 Connector Active JP6718776B2 (en)

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