JP2018035642A - Connector - Google Patents

Connector Download PDF

Info

Publication number
JP2018035642A
JP2018035642A JP2016172140A JP2016172140A JP2018035642A JP 2018035642 A JP2018035642 A JP 2018035642A JP 2016172140 A JP2016172140 A JP 2016172140A JP 2016172140 A JP2016172140 A JP 2016172140A JP 2018035642 A JP2018035642 A JP 2018035642A
Authority
JP
Japan
Prior art keywords
members
short shaft
short rods
short
buffer
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2016172140A
Other languages
Japanese (ja)
Other versions
JP6718776B2 (en
Inventor
大倉 憲峰
Kenho Okura
憲峰 大倉
義邦 大倉
Yoshikuni Okura
義邦 大倉
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2016172140A priority Critical patent/JP6718776B2/en
Publication of JP2018035642A publication Critical patent/JP2018035642A/en
Application granted granted Critical
Publication of JP6718776B2 publication Critical patent/JP6718776B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)
  • Vibration Dampers (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a rod-form connector having a function to absorb an impact, is low in a cost and highly versatile.SOLUTION: A connector for integrating members 31, 41 with each other comprises short rods 11, 12 and a buffer shaft 21. The short rods 11, 12 are embedded in prepared holes 35, 45 formed on each of the members 31, 41, and a plurality of the short rods lines up on a same axial line. Furthermore, the short rods 11, 12 are integrated with the members 31, 41 in which the short rods are embedded, using a drift pin 29 and the like. The buffer shaft 21 connects the adjacent short rods 11, 12 with each other, uses a material that undergoes elastoplastic deformation more easily than the short rods 11, 12, and is disposed over a boundary between the adjacent members 31, 41. A male screw 22 is provided on both ends of the buffer shaft 21, while a female screw 18 is provided on an edge surface of the short rods 11, 12. The male and female screws are screwed to integrate the short rods 11, 12 through the buffer shaft 21. The buffer shaft 21 absorbs an impact and the short rods 11, 12 may be selected at will, making the connector highly versatile while keeping a cost low.SELECTED DRAWING: Figure 1

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-like connector embedded in members in order to integrate 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 hardware is often used from the viewpoint of strength and cost. This rod-shaped hardware is called a hozo pipe, hozo shaft, etc. After being 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 through this hardware . For such hardware, various technical developments are in progress, and those having a function of absorbing an impact are disclosed as in both patent documents described below.

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。   In patent document 1, even when a load acts in a direction in which the joined woods are separated from each other, a joint hardware that makes it difficult to cause cracking of the wood is disclosed. The joint hardware is in the form of a pipe, and after embedding adjacent wood such as the base and pillar, a pin is driven from the surface of each wood toward the joint hardware, and the wood is integrated through the joint hardware. Turn into. Further, a deformation hole is provided in the vicinity of the middle of the metal joint, and the strength of the metal joint is intentionally reduced. This deformation hole is located near the boundary between the woods, and when an excessive tensile load is applied to the joined wood, a large elasto-plastic deformation occurs around the deformation hole, the impact 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。   In the following Patent Document 2, a hozo pipe that connects members is disclosed. This hozo-pipe is embedded so as to penetrate through adjacent members as in the above-mentioned Patent Document 1, and then a drift pin or the like is driven from the surface of each member toward the hozo-pipe, and the members are integrated via the hozo-pipe. To do. In addition, an extension is provided near the middle of the hozo pipe to make it easy to cause elasto-plastic deformation. The expansion part is a part in which the entire circumference of the hozo pipe is expanded in the radial direction, and this part functions like a spring and absorbs an impact. As a matter of course, the extended portion is disposed 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 2012-52382 A

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 joint hardware disclosed in Patent Document 1 and the hozo pipe disclosed in Patent Document 2 are difficult to produce in a wide variety of products because of their unique structure, and supply products with optimal shapes according to individual requirements at a low price. It is also difficult to do. For this reason, the techniques disclosed in both documents are only popularized under limited conditions, such as when mass production is expected. However, the ability to absorb shocks is extremely effective as a countermeasure against earthquakes, and there is a need for a new connector that has further evolved the technology as described in both patent documents and has overcome problems such as 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 has been developed on the basis of such circumstances, and has an object to provide a rod-like coupler having a function of absorbing an impact, low cost and excellent 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、からなり、前記短軸棒は、埋め込まれた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、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 problem is a connector used to integrate a plurality of members, and is a plurality of tools that are embedded in pilot holes provided in each of the members and aligned on a coaxial line. And a buffer shaft that connects the adjacent short shaft rods, the short shaft rod is integrated with the embedded member, and the buffer shaft is more elastic than the short shaft rod. A material that easily causes plastic deformation is used, and the material is disposed so as to straddle the boundary between adjacent members. The buffer shaft has a smaller diameter than the short shaft rod and is provided with male screws at both ends thereof. A female screw is provided on the end surface of the shaft rod, and the plurality of short shaft rods arranged on the coaxial line are all integrated through the buffer shaft by screwing the male screw and the female screw. It is a connecting tool.

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 is not composed of a single metal rod as in the prior art, but is characterized in that a plurality of short shaft rods are integrated with a buffer shaft. Therefore, all the short axis bars are arranged on the coaxial line. In addition, as a general rule, one short shaft rod is assigned to each member to be connected. However, when multiple members are stacked, one short shaft rod may penetrate a plurality of members all together. is there. In the case where two adjacent members are connected in a T-shape or L-shape, there are two short shaft rods, one short shaft rod is embedded in each member, and the two short shaft rods are buffer shafts. Integrate with. However, depending on conditions, a plurality of sets of connectors may be arranged in a single connection 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 a pilot hole is processed in the member in advance in order to embed the short shaft rod. The short shaft rod needs to be integrated with the member by some means to prevent the short shaft from coming off the member. As a specific example, there is a method of inserting a drift pin or a bolt so as to penetrate the member and the short shaft rod. Other specific examples include a method of using a lag screw or a deformed steel bar as a short shaft bar. When a 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 buffer shaft must have a smaller diameter than the short shaft rod, and when it receives a tensile load, it must be elastically plastically deformed to absorb the impact. However, if a large deformation occurs under daily load, the rigidity of the building is reduced. Therefore, the strength is adjusted so that it functions effectively only when suddenly an excessive load is applied due to an earthquake. The buffer shaft has a smaller diameter than 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 a carbon steel wire for cold heading (SWCH) that hardly causes elasto-plastic deformation even when a tensile load is applied. Moreover, about a buffer shaft, the rolled steel bar (SNR) for building structures is mentioned. Rolled steel bars for building structures are excellent in toughness and easily absorb impact loads, and are susceptible to plastic deformation without breaking against overload. Moreover, these materials have no major problems in acquisition and processing, and conventional manufacturing techniques can be used.

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。   Male screws are formed on both ends of the buffer shaft, and female screws that are screwed to the male screw are formed on the end surface of the short shaft rod. Integrate the shaft rod. Actually, in order to prevent loosening between 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 surface of the short shaft rod to increase the friction between the male screw and the female screw. Of course, this nut should not protrude from the side peripheral surface of the short shaft 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 in which a plurality of short shaft rods are integrated with a buffer shaft, even if an excessive tensile load acts between members, the buffer shaft is elastically deformed to absorb the impact. Prevents damage to the parts. In addition, in the present invention, it is easy to select the short shaft bar and the buffer shaft as appropriate, and to manufacture the optimally shaped connector according to the construction location each time, and in addition, by changing the screwing length of the male screw and the female screw Also, fine adjustment of the embedding position of the short shaft rod can be realized, and the versatility is extremely high, and it can be used in any connection structure.

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 first aspect of the invention, 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 can be appropriately combined so that the configuration and overall length of the connecting tool can be freely set. Can be adjusted. Therefore, the product of the present invention is extremely versatile, it is not necessary to manufacture a short shaft rod or a buffer shaft each time, and it can be used for any connection structure with only a limited kind of stock, which is advantageous in terms of cost. . Moreover, even when an excessive tensile load acts between the connected members, the shock absorbing shaft can absorb the impact and prevent the members from being damaged, and provide a wooden structure with excellent safety at a 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。It is a perspective view which shows the example of the shape of the coupling tool by this invention, and its usage example, A pillar and a horizontal member are integrated in T shape using a coupling tool. 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。In the perspective view and longitudinal cross-sectional view which show the state which integrated the two members of FIG. 1 into T shape, the upper end surface of a pillar and the lower surface of a horizontal member are contacting. 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。1 is a longitudinal sectional view showing a case where an excessive load is applied in a direction in which the two members are separated after the two members of FIG. 1 are integrated, and in the upper part of the drawing, a state in which the buffer shaft is extended is illustrated. Below, the state where it was pushed back is drawn. 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 the connection tool composed of three short shaft rods and a perspective view showing the usage state, the pillars are arranged so as to sandwich the horizontal member, and these are integrated into 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 the perspective view which shows the state which integrated the three members of FIG. 4 in the cross shape, and the shape of the coupling 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。The perspective view which shows the case where the end surface of a horizontal member is made to contact the side surface of a pillar, and these are integrated in L shape besides using a lag screw among two short axis bars which constitute a connecting implement It 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. At the time of construction, only the lag screw is first embedded in the pillar. 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。It is a perspective view which shows the form which changed a part of FIG. 6, and used the deformed steel bar as a short shaft bar 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 connector has a shape in which two short shaft rods 11 and 12 aligned on a coaxial line are integrated with a buffer shaft 21, and a member 31 corresponding to a column and a member 41 corresponding to a horizontal member are formed in 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 integrated with the members 31 and 41. The shaft 11 is embedded in the member 31, the upper short shaft 12 is embedded in the member 41, and the upper and lower short shafts 11 and 12 are integrated by the buffer shaft 21. Therefore, male screws 22 are formed at both ends excluding the center of the buffer shaft 21. A female screw 18 that is screwed into the male screw 22 is formed on the upper end surface of the lower short shaft rod 11 and the lower end surface of the upper short shaft rod 12. 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 machined in the center of the upper end surface of the member 31 corresponding to the column in order to embed the short shaft rod 11. The prepared hole 35 has a bottom and is finished to have an inner diameter that allows the short shaft rod 11 to be fitted without looseness. 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. For this reason, a pin hole 39 is formed on the side surface of the member 31 so as to cross the lower hole 35 and go out to the opposite surface, and a side hole 19 is formed on the side peripheral surface of the short shaft rod 11. Naturally, the pin hole 39 and the side hole 19 are designed so as to be aligned concentrically. In addition, regarding the member 31, the pin hole 39 is processed on both two orthogonal side surfaces, 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。   About the member 41 equivalent to a horizontal member, in order to embed the short shaft rod 12, the pilot hole 45 is processed so that the upper and lower surfaces may be penetrated. In addition, the pin holes 49 for driving the drift pins 29 are arranged in parallel in three upper and lower rows. As described above, the arrangement of the pin holes 39 and 49 varies depending on the members 31 and 41. In the present invention, by selecting the short shaft rods 11 and 12 as appropriate, 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 prepared holes 35 and 45 and the pin holes 39 and 49 are processed in the members 31 and 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. Thereafter, when the upper end of the short shaft rod 12 is inserted into the pilot hole 45 of the member 41 and the upper and lower members 31 and 41 come into contact with 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 via the connector. Contrary to this procedure, the short shaft rod 11 may be embedded in the member 31 after the short shaft rod 12 is embedded in the member 41.

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 the column and the lower surface of the member 41 corresponding to the horizontal member are in contact with each other. . Also, the short shaft bar 11 is embedded in the pilot hole 35 of the member 31, the short shaft rod 12 is embedded in the pilot hole 45 of the member 41, and the two short shaft bars 11, 12 arranged in the vertical direction are connected by the buffer shaft 21. It is integrated. Therefore, the buffer shaft 21 receives the load acting in the direction in which the two members 31 and 41 are separated from each other. Thus, the buffer shaft 21 is extremely important in securing the rigidity of the connection structure, and the material, diameter, and length thereof 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 the interval between the adjacent short shaft rods 11 and 12 can be reduced by adjusting the screwing length between the male screw 22 and the female screw 18. It is easy to adjust. Therefore, even when 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 processed into the members 31 and 41 can be determined flexibly, and the convenience during construction is excellent. . In addition, the drift pin 29 is held by friction with the members 31 and 41 and does not fall off carelessly.

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 where an excessive load is applied in the direction of separating the two members 31 and 41 after the two members 31 and 41 of FIG. 1 are integrated. In the “stretched state” in the upper part of FIG. 3, the buffer shaft 21 is stretched by the load, and a gap is generated at the boundary between the two members 31 and 41. Thus, the shock is absorbed by the buffer shaft 21 being stretched, and the members 31 and 41 can be prevented from being damaged. Even when the buffer shaft 21 is stretched, if it is within the range of elastic deformation, it is quickly restored to its 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 acts in the direction in which the two members 31 and 41 are pulled apart, 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. Thereafter, when a load is applied in a direction in which the two members 31 and 41 are brought closer to each other by gravity or the like, the “push-backed state” in the lower part of FIG. Thus, the buffer shaft 21 is bent, the gap between the two members 31, 41 is reduced, and the state close to the initial state can be maintained. If a rolled steel bar (SNR) for building structure is used as the material of the buffer shaft 21, it is difficult to break due to its characteristics, and the connection of the two members 31, 41 can be maintained while repeating plastic deformation.

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 connector composed of three short shaft rods 11, 12, and 13 and a use state thereof. The arrangement of the members constituting the skeleton of the wooden building is various, and as shown in this figure, the other members 31, 51 are arranged so as to sandwich the member 41 corresponding to the horizontal member, and these are integrated into a cross shape. Sometimes. The connecting tool used here corresponds to the three members 31, 41, 51, and the short shaft rods 11, 13, 12 are three, and the two buffer shafts 21 are connected 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 connecting tool includes a short shaft rod 11 embedded in a member 31 corresponding to a lower column, a short shaft rod 13 embedded in a member 41 corresponding to a horizontal member, and a short shaft rod 12 embedded in a member 51 corresponding to an upper column. In addition, a total of two buffer shafts 21 are connected to each other, and a locking nut 23 is screwed to both ends of each buffer shaft 21. Therefore, female screws 18 are formed on the short shaft rod 13 at the center at two locations on the top and bottom.

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。   As for the two members 31 and 51 corresponding to the pillars, pin holes 39 and 59 are processed on two orthogonal side surfaces, and the side holes 19 of the short shaft rods 11 and 12 are also formed in two directions. However, for the member 41 corresponding to the horizontal member, two rows of pin holes 49 aligned in parallel are processed up and down, and the side holes 19 of the short shaft rod 13 are also formed in two rows in parallel. Thus, in this invention, it can respond | correspond to various connection structures by combining the various short axis rods 11, 12, and 13. FIG.

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. The lower end surface of the member 51 corresponding to the upper column is in contact with the upper surface of the member 41. In addition, short shaft bars 11, 13, and 12 are embedded in the pilot holes 35, 45, and 55 of the individual members 31, 41, and 51, and the buffer shafts 21 are connected therebetween. Therefore, when a load is applied in a direction in which the upper and lower members 31 and 51 are separated from each other, the buffer shaft 21 receives the shock and absorbs an impact by the elastic-plastic deformation, thereby preventing the members 31, 41 and 51 from being damaged.

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。   FIG. 6 shows that the lag screw is used for one of the two short shaft rods 14 and 15 constituting the coupling tool, and the end surface of one member (horizontal member) 41 is connected to the other member (column) 31. The case where it contacts with a side surface and these are integrated in L shape is shown. The short shaft rod 15 in this figure is a diverted lag screw as it is, and has a spirally extending ridge 25 formed on its side peripheral surface, and this bites into the inner peripheral surface of the pilot hole 35. The short shaft rod 15 is integrated with the member 31. In addition, a hexagonal head 26 is provided on one end face of the short shaft rod 15 in order to hang a tool during embedding, and a female screw 18 is formed at the center thereof. 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 embedded in the member 41 corresponding to the horizontal member has a simple columnar shape, and the short pin 14 is fixed to the member 41 by inserting the drift pin 29 into the side hole 19 thereof. A female screw 18 is formed on one end surface of the short shaft rod 14 so that the buffer shaft 21 can be screwed together. 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 this figure, in order to counter the bending moment acting on the member 41, two sets of upper and lower connecting tools are arranged. Therefore, the pilot holes 35 and 45 are also processed in two upper and lower rows.

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. At the time of construction, only the short shaft rod (lag screw) 15 is first embedded in the member (column) 31. When embedding the short shaft rod 15 in the member 31, it is necessary to put a tool on the head 26 and rotate it. Therefore, the work of assembling other parts 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 protrude from the side surface of the member 31 as depicted in the upper part of FIG. Thereafter, the short shaft rod 14 is inserted into the pilot hole 45 of the member 41, the members 31 and 41 are brought into contact with each other, and the drift pin 29 is driven from the side surface of the member 41, whereby the connecting operation 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 form in which a part of FIG. 6 is changed, and a deformed steel bar is used as the short shaft bar 16 embedded in the member (horizontal member) 41. The deformed steel bar has ribs 27 regularly formed on the side peripheral surface thereof, and the deformed steel bar is integrated with the member 41 by applying the adhesive 28 over the entire side peripheral surface and embedding it in the prepared hole 45. . At the time of construction, first, only the short shaft rod (lag screw) 15 is embedded in the member (column) 31, and the left and right short shaft rods 15 and 16 are integrated via the buffer shaft 21 and the nut 23. The short shaft rod 16 or the like is projected. Next, the adhesive 28 is applied to the side peripheral surface of the short shaft rod 16, inserted into the pilot hole 45 of the member 41, the members 31, 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 the figures so far, if the short shaft 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, and their combination can be done without difficulty. It is assumed that it can be done, but you can decide freely.

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 thread on top of the figure)
12 Short shaft rod (Female thread on the bottom of the figure)
13 Short shaft rod (Female thread on both end faces)
14 Short shaft rod (Female thread and side holes on one end face in two rows in the same direction)
15 Short shaft rod (lag screw)
16 Short shaft bar (deformed 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 (column)
35 Pilot hole 39 Pin hole 41 Member (horizontal material)
45 Pilot hole 49 Pin hole 51 Member (pillar)
55 Pilot 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、
からなり、
前記短軸棒(11乃至16)は、埋め込まれた前記部材(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、
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ることを特徴とする連結具。
A connector used to integrate a plurality of members (31, 41, 51),
A plurality of short rods (11 to 16) embedded in pilot holes (35, 45, 55) provided in each of the members (31, 41, 51) and arranged on the same axis;
A buffer shaft (21) connecting the adjacent short shaft rods (11 to 16);
Consists of
The short shaft rods (11 to 16) are integrated with the embedded members (31, 41, 51),
The buffer shaft (21) is disposed so as to straddle the boundary of the adjacent members (31, 41, 51) using a material that is more easily elastically plastically deformed than the short shaft rods (11 to 16).
The buffer shaft (21) has a smaller diameter than the short shaft rods (11 to 16) and is provided with male screws (22) at both ends thereof.
An internal thread (18) is provided on the end face of the short shaft rod (11 to 16),
By screwing the male screw (22) and the female screw (18), the plurality of short shaft rods (11 to 16) arranged on the coaxial line are all integrated through the buffer shaft (21). A connecting tool characterized.
JP2016172140A 2016-09-02 2016-09-02 Connector Active JP6718776B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2016172140A JP6718776B2 (en) 2016-09-02 2016-09-02 Connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016172140A JP6718776B2 (en) 2016-09-02 2016-09-02 Connector

Publications (2)

Publication Number Publication Date
JP2018035642A true JP2018035642A (en) 2018-03-08
JP6718776B2 JP6718776B2 (en) 2020-07-08

Family

ID=61567032

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016172140A Active JP6718776B2 (en) 2016-09-02 2016-09-02 Connector

Country Status (1)

Country Link
JP (1) JP6718776B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020012317A (en) * 2018-07-19 2020-01-23 株式会社大林組 Junction structure of wooden member and junction method of wooden member

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012077545A (en) * 2010-10-04 2012-04-19 Norimine Okura Connector
JP2016108893A (en) * 2014-12-09 2016-06-20 義憲 大倉 Connection structure

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012077545A (en) * 2010-10-04 2012-04-19 Norimine Okura Connector
JP2016108893A (en) * 2014-12-09 2016-06-20 義憲 大倉 Connection structure

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020012317A (en) * 2018-07-19 2020-01-23 株式会社大林組 Junction structure of wooden member and junction method of wooden member
JP7318181B2 (en) 2018-07-19 2023-08-01 株式会社大林組 Joining structure of wooden members and joining method of wooden members

Also Published As

Publication number Publication date
JP6718776B2 (en) 2020-07-08

Similar Documents

Publication Publication Date Title
US20100135748A1 (en) Fasteners and spacer rings therefor
JP6498198B2 (en) Anchor bolt
JP5430497B2 (en) Fastener
JP2016108893A (en) Connection structure
JP5188892B2 (en) Fastening structure
CA2920279A1 (en) Anchor bolt
JP2016132868A (en) Bar-form metal fitting
JP5451572B2 (en) Connector
RU180024U1 (en) Fastener for joining elements of wooden structures
JP2018035642A (en) Connector
JP5649553B2 (en) Connected structure
JP2014118718A (en) Column installation structure
CN105626641A (en) Simple and split assembling type bolt fastening piece
JP5002428B2 (en) Fastener
JP3170442U (en) End structure of rope material
JP4949180B2 (en) Fastener
JP2014005694A (en) Coach screw and connector using the same
JP5124364B2 (en) Through-joint structure and through-joint method
CN213329002U (en) Connecting structure of conical anchoring sleeve
JP5226145B1 (en) Column connection structure
JP6588483B2 (en) Connector
JP6599385B2 (en) Connector
JP5669209B2 (en) Connector
JP6503314B2 (en) Connected structure
JP6177041B2 (en) Connector

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20180913

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20190613

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20190625

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20190823

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20200121

A521 Request for written amendment filed

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20200318

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20200609

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20200615

R150 Certificate of patent or registration of utility model

Ref document number: 6718776

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250