JP2014227800A - Joining structure - Google Patents

Joining structure Download PDF

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JP2014227800A
JP2014227800A JP2013110837A JP2013110837A JP2014227800A JP 2014227800 A JP2014227800 A JP 2014227800A JP 2013110837 A JP2013110837 A JP 2013110837A JP 2013110837 A JP2013110837 A JP 2013110837A JP 2014227800 A JP2014227800 A JP 2014227800A
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joining
jig
adhesive
insertion hole
building member
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JP5671096B2 (en
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泰之 河野
Yasuyuki Kono
泰之 河野
泰男 後藤
Yasuo Goto
泰男 後藤
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HOUMU KK
SCRIMTEC JAPAN KK
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HOUMU KK
SCRIMTEC JAPAN KK
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/48Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a joining structure having high initial rigidity, sufficient toughness and stable rupture strength and capable of reducing cost, in a joining part for joining a wooden building member.SOLUTION: A joining structure is provided for joining at least two or more of building members, and the building members are provided with a tool insertion hole for inserting a joining tool, and the joining tool is inserted into the tool insertion hole, and an adhesive is filled for fixing the joining tool and the building members, and the joining tool inserted into the tool insertion hole comprises: a cylindrical body part; an intermediate shaft part; and a screw end part, and the screw end part is provided by a rolling screw.

Description

本発明は、木質建築部材同士や、木質建築部材とコンクリートや石材、木質建築部材及び鉄骨部材等を接合するための接合治具を用いた接合構造に関する。   The present invention relates to a joining structure using joining jigs for joining wood building members, wood building members and concrete, stone, wood building members, steel members and the like.

近年、「公共建築物木材利用促進法」などが施行され、中大規模の木造建築物が建設されるようになってきている。この中大規模の木造建築物においては、接合部に高い性能が要求されることとなり、高い初期剛性、十分な靱性、安定した破壊強度を持ち、且つ耐火性能の高い接合金物を開発することが求められている。   In recent years, the “Public Building Timber Utilization Promotion Law” has been enforced, and medium- and large-scale wooden buildings have been constructed. In this medium-sized and large-scale wooden building, high performance is required for the joint, and it is necessary to develop a joint hardware having high initial rigidity, sufficient toughness, stable fracture strength, and high fire resistance. It has been demanded.

特許文献1〜3にしめすように従来の一般的な接合構造として、木質建築部材において高い接合性能を持つ、全ネジボルトや異形鉄筋と接着剤を併用した方式、ラグスクリュー方式が知られている。   As shown in Patent Documents 1 to 3, as a conventional general joint structure, a method using a combination of all screw bolts, deformed reinforcing bars and an adhesive having a high joint performance in a wooden building member, and a lag screw method are known.

特開平5−331919号公報Japanese Patent Laid-Open No. 5-331919 特開2013−14940号公報JP 2013-14940 A 特開2008−280786号公報JP 2008-280786 A

しかしながら、特許文献1の接合構造では、中空式の全ネジボルトと接着剤を併用し、木質建築部材を接合する構造であるが、接合部の破壊は脆性的であり、破壊強度は木質建築部材の材質が影響し、破壊強度にばらつきが生じてしまうという問題があった。   However, the joint structure of Patent Document 1 is a structure in which a hollow building screw bolt and an adhesive are used together to join a wooden building member. There was a problem that the material was affected and the fracture strength varied.

また、特許文献2の接続構造では、ラグスクリューボルトと摩擦抵抗を生じる金物により構成される接合方式である。しかし、この接合方式によれば、ある程度の剛性と靱性は確保することができるが、特許文献1の接合構造と比較すると接合強度、初期剛性は特許文献1に劣るという問題がある。また、接合部に摩擦抵抗を生じる金物が露出するため、美観を損なうとともに、耐火性能に劣っている。   Moreover, in the connection structure of patent document 2, it is a joining system comprised with the hardware which produces a lag screw bolt and frictional resistance. However, according to this joining method, a certain degree of rigidity and toughness can be secured, but there is a problem that the joining strength and the initial rigidity are inferior to those of Patent Document 1 as compared with the joint structure of Patent Document 1. Moreover, since the metal object which produces frictional resistance is exposed to a junction part, while deteriorating aesthetics, it is inferior to fireproof performance.

さらに、特許文献3の接続構造では、鋼材に変形性能を持たせるため、異形鉄筋などの一部を切削し、断面積を小さくした変形部を持つロッドと接着剤とを併用した接合方式であり、高い接合強度と剛性及び靱性を有する接合方式である。しかし、この接合方式では、変形部はあくまでも靱性を持たせるためのもので、鋼材の降伏耐力で断面積が設定されている。また、変形部を形成するために鋼材を切削しなければならず、コスト等が掛かってしまうという課題があった。   Furthermore, in the connection structure of Patent Document 3, in order to give the steel material deformation performance, it is a joining method in which a part of a deformed reinforcing bar or the like is cut and a rod having a deformed portion with a reduced cross-sectional area and an adhesive are used in combination. This is a bonding method having high bonding strength, rigidity and toughness. However, in this joining method, the deformed portion is only for providing toughness, and the cross-sectional area is set by the yield strength of the steel material. Moreover, in order to form a deformation | transformation part, you had to cut steel materials, and there existed a subject that cost etc. will start.

そこで、本発明は、木質建築部材を接合する接合部において、高い初期剛性、十分な靱性、安定した破壊強度、且つ、コストを抑えることのできる接合構造を提供することを目的とする。   Therefore, an object of the present invention is to provide a joint structure that can suppress high initial rigidity, sufficient toughness, stable fracture strength, and cost in a joint portion that joins wooden building members.

上述した課題を解決するため、本発明は、少なくとも2つ以上の建築部材を接合する接合構造であって、前記建築部材には、接合治具が挿入される治具挿入孔が設けられ、前記治具挿入孔には、接合治具が挿入されるとともに、接合治具と建築部材とを固定する接着剤が充填され、前記治具挿入孔に挿入される接合治具は、円筒状の本体部と、中間軸部と、ネジ端部とを備え、前記ネジ端部は、転造ネジによって設けられていることを特徴とする。   In order to solve the above-described problem, the present invention is a joining structure for joining at least two or more building members, and the building member is provided with a jig insertion hole into which a joining jig is inserted, The jig insertion hole is filled with an adhesive for fixing the bonding jig and the building member, and the bonding jig inserted into the jig insertion hole is a cylindrical main body. Part, an intermediate shaft part, and a screw end part, and the screw end part is provided with a rolling screw.

また、前記接合治具の内周には、接着剤が注入可能な中空部を有していることを特徴とする。   In addition, the inner periphery of the joining jig has a hollow portion into which an adhesive can be injected.

さらに、前記接合治具の中間軸部には、スリット部が設けられ、前記スリット部の外径は、前記ネジ端部よりも小径に形成されていることを特徴とする。   Furthermore, the intermediate shaft portion of the joining jig is provided with a slit portion, and the outer diameter of the slit portion is formed to be smaller than the screw end portion.

さらにまた、前記建築部材には、治具挿入孔へ接着剤を注入する接着剤注入孔が形成されていることを特徴とする。   Furthermore, the building member is characterized in that an adhesive injection hole for injecting an adhesive into the jig insertion hole is formed.

加えて、前記建築部材には、接着剤注入孔から治具挿入孔へ注入された接着剤が排出される接着剤排出孔が形成されていることを特徴とする。   In addition, the building member is formed with an adhesive discharge hole for discharging the adhesive injected from the adhesive injection hole to the jig insertion hole.

本発明の特徴によれば、建築部材には、接合治具が挿入される治具挿入孔が設けられ、治具挿入孔には、接合治具が挿入されるとともに、接合治具と建築部材とを固定する接着剤が充填され、治具挿入孔に挿入される接合治具は、円筒状の本体部と、中間軸部と、ネジ端部とを備え、ネジ端部は、転造ネジによって設けられていることにより、中間軸部よりもネジ端部の径を大きくすることができ、ネジ端部の強度を中間軸部の強度よりも強固にすることができる。   According to the features of the present invention, the building member is provided with a jig insertion hole into which a joining jig is inserted, and the joining jig is inserted into the jig insertion hole, and the joining jig and the building member are inserted. The bonding jig to be inserted into the jig insertion hole is provided with a cylindrical main body portion, an intermediate shaft portion, and a screw end portion, and the screw end portion is a rolled screw. The diameter of the screw end portion can be made larger than that of the intermediate shaft portion, and the strength of the screw end portion can be made stronger than the strength of the intermediate shaft portion.

さらに、接合治具の中間軸部には、スリット部が設けられているため、接合治具の破壊強度を調整することができスリット部から破断させることができるため、接合治具の破壊強度を安定させることができる。また、接合治具はスリット部から破断するため、破断させる位置を所望の位置に設定することができ、接合治具の中間軸部によって建築部材の滑落を防止することができる。   Furthermore, since the slit part is provided in the intermediate shaft part of the joining jig, the breaking strength of the joining jig can be adjusted and broken from the slit part. It can be stabilized. Further, since the joining jig breaks from the slit portion, the breaking position can be set to a desired position, and the intermediate shaft portion of the joining jig can prevent the building member from sliding off.

本発明の接合構造に用いられる接合治具の斜視図。The perspective view of the joining jig used for the joining structure of this invention. (a)本発明の接合構造に用いられる接合治具の横視図、(b)本発明の接合構造に用いられる接合治具の端部を示す横視図、(c)本発明の接合構造に用いられる接合治具の一部拡大図。(A) A side view of a joining jig used in the joining structure of the present invention, (b) a side view showing an end portion of the joining jig used in the joining structure of the present invention, (c) the joining structure of the present invention The elements on larger scale of the joining jig used for a. 本発明の接合構造を示す一部断面図。The partial cross section figure which shows the joining structure of this invention. 第1変形例を示す接合構造の一部断面図。The partial cross section figure of the junction structure which shows the 1st modification. 第2変形例を示す接合構造の一部断面図。The partial cross section figure of the junction structure which shows the 2nd modification. 第3変形例を示す接合構造の一部断面図。The partial cross section figure of the junction structure which shows the 3rd modification. 第4変形例を示す接合構造の一部断面図。The partial cross section figure of the junction structure which shows the 4th modification. 第2実施例を示す接合治具の横視図。The side view of the joining jig which shows 2nd Example. 第2実施例を示す接合構造の一部断面図。The partial cross section figure of the junction structure which shows the 2nd example. 第3実施例を示す接合構造の一部断面図。The partial cross section figure of the junction structure showing the 3rd example. 第3実施例を示す図10のA−A線断面図。Sectional view on the AA line of FIG. 10 which shows 3rd Example.

以下、本発明の実施の形態及び変形例について、図面を用いて詳細に説明する。   Hereinafter, embodiments and modifications of the present invention will be described in detail with reference to the drawings.

〔実施例1〕
本実施例に係る接合構造1を図1〜3を用いて説明する。
[Example 1]
A joining structure 1 according to the present embodiment will be described with reference to FIGS.

図1,2に示すように、接合構造1に用いられる鋼材からなる接合治具5は、円筒状の本体部19と、転造によって形成されるネジ端部21と、曲面形状を有する中間軸部23とを備えている。   As shown in FIGS. 1 and 2, a joining jig 5 made of a steel material used in the joining structure 1 includes a cylindrical main body 19, a screw end 21 formed by rolling, and an intermediate shaft having a curved shape. Part 23.

円筒状の本体部19は、内周側に中空部25が形成されており、後述する接着剤10が充填される。   The cylindrical main body portion 19 has a hollow portion 25 formed on the inner peripheral side, and is filled with an adhesive 10 to be described later.

接合治具5の両端部には、転造によって形成されるネジ端部21が形成されている。図2(a)、(b)に示すように、このネジ端部21の一方側の第1ネジ端部21aには、後述する接着剤10を充填するためのアダプタを取り付けるためのアダプタ取付部27が第1ネジ端部21aの内周側に形成されている。このアダプタ取付部27は、第1ネジ端部21aの内周側に形成されており、上述した中空部25と連通している。また、本実施例では第1ネジ端部21aにアダプタ取付部27を形成しているが第2ネジ端部21bに形成してももちろんよい。   Screw ends 21 formed by rolling are formed at both ends of the joining jig 5. As shown in FIGS. 2A and 2B, an adapter mounting portion for mounting an adapter for filling an adhesive 10 to be described later on the first screw end portion 21a on one side of the screw end portion 21. 27 is formed on the inner peripheral side of the first screw end portion 21a. The adapter mounting portion 27 is formed on the inner peripheral side of the first screw end portion 21a and communicates with the hollow portion 25 described above. In this embodiment, the adapter mounting portion 27 is formed on the first screw end portion 21a. However, the adapter mounting portion 27 may be formed on the second screw end portion 21b.

また、本実施例の第1ネジ端部21aの長さL1と第2ネジ端部21bの長さL2は、同じ長さに設定されているが、必ずしも両端のネジ端部の長さが同一でなくてもよい。   In addition, the length L1 of the first screw end portion 21a and the length L2 of the second screw end portion 21b of the present embodiment are set to the same length, but the lengths of the screw end portions at both ends are not necessarily the same. Not necessarily.

第1ネジ端部21aと第2ネジ端部21bとの間に狭持されるように配置される中間軸部23は、外周側が曲面形状を有している。なお、この中間軸部23は、鋼材からなっており、第1ネジ端部21aと第2ネジ端部21bとが離間する方向に伸び変形が可能である。また、この中間軸部23の第2ネジ端部21b近傍には、図2(c)に示すようにスリット部29が凹設して形成されている。   The intermediate shaft portion 23 disposed so as to be sandwiched between the first screw end portion 21a and the second screw end portion 21b has a curved surface shape on the outer peripheral side. The intermediate shaft portion 23 is made of steel, and can be extended and deformed in a direction in which the first screw end portion 21a and the second screw end portion 21b are separated from each other. Further, in the vicinity of the second screw end portion 21b of the intermediate shaft portion 23, a slit portion 29 is formed to be recessed as shown in FIG.

この接合治具5に形成されるスリット部29の外径は、ネジ端部21の谷径よりも小さく設定されている。例えば、中間軸部23の外径が21.7mmの場合、ネジ端部21の谷径を20.7mmとし、スリット部29の外径が20.6mmとする。   The outer diameter of the slit portion 29 formed in the joining jig 5 is set smaller than the valley diameter of the screw end portion 21. For example, when the outer diameter of the intermediate shaft portion 23 is 21.7 mm, the valley diameter of the screw end portion 21 is 20.7 mm, and the outer diameter of the slit portion 29 is 20.6 mm.

このように、スリット部29の外径を接合治具5の他の箇所よりも小径にすることによって、スリット部29の破壊強度を調整することができるため、スリット部29から破断を発生させることができる。すなわち、スリット部29の外径を適宜変更することによって接合治具5の破壊強度を調整することができる。   Thus, since the breaking strength of the slit part 29 can be adjusted by making the outer diameter of the slit part 29 smaller than the other part of the joining jig 5, the fracture from the slit part 29 is generated. Can do. That is, the breaking strength of the joining jig 5 can be adjusted by appropriately changing the outer diameter of the slit portion 29.

図3に示すように、本実施例の建築部材は、2つの建築部材2,3からなっている。   As shown in FIG. 3, the building member of this embodiment is composed of two building members 2 and 3.

第1建築部材2の一面側には、接合治具5の第1ネジ端部21a及び接着剤10が挿入及び充填される第1治具挿入孔9が形成されている。なお、この第1治具挿入孔9は、上述した接合治具5の第1ネジ端部21aの径よりも大きく設定されている。   A first jig insertion hole 9 into which the first screw end 21a of the bonding jig 5 and the adhesive 10 are inserted and filled is formed on one surface side of the first building member 2. The first jig insertion hole 9 is set to be larger than the diameter of the first screw end portion 21a of the joining jig 5 described above.

また、第2建築部材3の一面側においても、接合治具5の第2ネジ端部21b及び接着剤10が挿入及び充填される第2治具挿入孔13が形成されており、第2治具挿入孔13においても、第2ネジ端部21bの径よりも大きく設定されている。   In addition, on the one surface side of the second building member 3, the second jig end 21 b of the joining jig 5 and the second jig insertion hole 13 into which the adhesive 10 is inserted and filled are formed. The tool insertion hole 13 is also set larger than the diameter of the second screw end 21b.

第1及び第2治具挿入孔9,13内に充填される接着剤10は、第1及び第2治具挿入孔9,13に挿入される接合治具5との隙間を充填するようにして注入される。   The adhesive 10 filled in the first and second jig insertion holes 9 and 13 fills the gap between the bonding jig 5 inserted in the first and second jig insertion holes 9 and 13. Injected.

この接着剤10は、第1、第2治具挿入孔9,13へ注入する際には液体であり、液状が第1、第2治具挿入孔9,13内で硬化して固体状となるものが好ましく、例えば、エポキシ樹脂等が用いられる。   This adhesive 10 is a liquid when injected into the first and second jig insertion holes 9 and 13, and the liquid is cured in the first and second jig insertion holes 9 and 13 to form a solid state. For example, an epoxy resin or the like is used.

なお、本実施例では、第1建築部材2と第2建築部材3とを接合する前に、予め第1治具挿入孔9及び第2治具挿入孔13に接着剤10を充填し、接着剤10を充填した後に接合治具5を第1治具挿入孔9及び第2治具挿入孔13に挿入し、第1建築部材2と第2建築部材3とを接合する。   In this embodiment, before the first building member 2 and the second building member 3 are joined, the first jig insertion hole 9 and the second jig insertion hole 13 are filled with the adhesive 10 in advance and bonded. After filling the agent 10, the joining jig 5 is inserted into the first jig insertion hole 9 and the second jig insertion hole 13 to join the first building member 2 and the second building member 3.

本実施例では、上述した構成とすることにより、中間軸部23よりもネジ端部21の径を大きくすることができ、ネジ端部21の強度を中間軸部23の強度よりも強固にすることができる。   In the present embodiment, with the above-described configuration, the diameter of the screw end portion 21 can be made larger than that of the intermediate shaft portion 23, and the strength of the screw end portion 21 is made stronger than the strength of the intermediate shaft portion 23. be able to.

また、ネジ端部21では、ネジ山の間に接着剤10が充填されるため、ネジ端部21と接着剤10との付着強度を確保することができる。それに対して中間軸部23では、ネジ山が形成されていないためネジ端部21よりも接着剤10の付着強度が低いので、第1建築部材2と第2建築部材3とが離間する方向に過度の力が加わった場合、鋼材の降伏によって中間軸部23が伸び変形するとともに、中間軸部23に形成されたスリット部29にて接合治具5を破断させることができる。すなわち、ネジ端部21と接着剤10との付着強度を、中間軸部23の鋼材の降伏や破壊強度よりも高くすることができるため、ネジ端部21において破断等が生じることなく、中間軸部23にて破断を生じさせることができる。   In addition, since the adhesive 10 is filled between the screw threads at the screw end 21, it is possible to ensure the adhesion strength between the screw end 21 and the adhesive 10. On the other hand, in the intermediate shaft portion 23, since no thread is formed, the adhesive strength of the adhesive 10 is lower than that of the screw end portion 21, so that the first building member 2 and the second building member 3 are separated from each other. When an excessive force is applied, the intermediate shaft portion 23 is stretched and deformed by the yield of the steel material, and the joining jig 5 can be broken at the slit portion 29 formed in the intermediate shaft portion 23. That is, since the adhesion strength between the screw end portion 21 and the adhesive 10 can be made higher than the yield or fracture strength of the steel material of the intermediate shaft portion 23, the intermediate shaft without breaking or the like in the screw end portion 21. A break can be caused at the portion 23.

さらに、スリット部29において接合治具5が破断した場合、中間軸部23が第1建築部材2と第2建築部材3に形成される第1治具挿入孔9、第2治具挿入孔13に挿入されているため、接合治具5の破断とともに建築部材の滑落を防止することができる。   Furthermore, when the joining jig 5 is broken at the slit portion 29, the first jig insertion hole 9 and the second jig insertion hole 13 in which the intermediate shaft portion 23 is formed in the first building member 2 and the second building member 3. Therefore, it is possible to prevent the building member from sliding down along with the breakage of the joining jig 5.

加えて、ネジ端部21を転造ネジによって形成し、スリット部29を凹設して形成することによって接合治具5を提供することができるので、不要な切削加工を行わないため、製造コストを抑えることができる。   In addition, it is possible to provide the joining jig 5 by forming the screw end portion 21 with a rolled screw and forming the slit portion 29 in a recessed manner. Can be suppressed.

次に、図4〜7を用いて、接合構造1の変形例について説明する。なお、上述した第1実施例と同様の構成については説明を省略する。   Next, the modification of the joining structure 1 is demonstrated using FIGS. The description of the same configuration as that of the first embodiment described above is omitted.

〔第1変形例〕
図4に示す第1変形例では、建築部材が3つの建築部材2,3,4からなっている。
[First Modification]
In the 1st modification shown in FIG. 4, the building member consists of three building members 2,3,4.

この接合構造1は、第1建築部材2の一面側に接合治具5の第1ネジ端部21aが挿入される第1治具挿入孔9に開口するようにして、第1建築部材2の他面側から接着剤10を注入する接着剤注入孔11が形成されている。   The joint structure 1 is configured such that the first building member 2 is opened to the first jig insertion hole 9 into which the first screw end 21a of the joining jig 5 is inserted on one surface side of the first building member 2. An adhesive injection hole 11 for injecting the adhesive 10 from the other side is formed.

また、第2建築部材3には、第2建築部材3を貫通するようにして第2治具挿入孔13が設けられている。   Further, the second building member 3 is provided with a second jig insertion hole 13 so as to penetrate the second building member 3.

第3建築部材4には、一面側に接合治具5の第2ネジ端部21bが挿入される第3治具挿入孔15が形成されている。この第3治具挿入孔15の底部側には、接着剤注入孔11から注入された接着剤10が排出される接着剤排出孔17が形成されている。   The third building member 4 is formed with a third jig insertion hole 15 into which the second screw end 21b of the bonding jig 5 is inserted on one surface side. An adhesive discharge hole 17 through which the adhesive 10 injected from the adhesive injection hole 11 is discharged is formed on the bottom side of the third jig insertion hole 15.

すなわち、第1治具挿入孔9、第3治具挿入孔15は、第2治具挿入孔13、を介して連通しており、第1建築部材2の接着剤注入孔11から注入された接着剤10が第1治具挿入孔9、第2治具挿入孔13は、第3治具挿入孔15、に充填され、第3建築部材4に形成された接着剤排出孔17から排出される。接着剤10が接着剤排出孔17から排出されるのを目視することで接着剤10の充填が完了する。   That is, the first jig insertion hole 9 and the third jig insertion hole 15 communicate with each other via the second jig insertion hole 13 and are injected from the adhesive injection hole 11 of the first building member 2. The adhesive 10 is filled in the first jig insertion hole 9 and the second jig insertion hole 13 in the third jig insertion hole 15 and discharged from the adhesive discharge hole 17 formed in the third building member 4. The By visually observing that the adhesive 10 is discharged from the adhesive discharge hole 17, the filling of the adhesive 10 is completed.

本変形例によれば、上述した第1実施例と同様の効果を得ることができる。   According to this modification, the same effect as that of the first embodiment described above can be obtained.

また、接着剤10の充填が完了後、接着剤注入孔11及び接着剤排出孔17を木栓等によって塞ぐことにより、美的外観を損ねることなく、第1,2,3建築部材2,3,4の接合を行うことができる。   In addition, after the filling of the adhesive 10 is completed, the adhesive injection hole 11 and the adhesive discharge hole 17 are closed with a wooden plug or the like, so that the aesthetic appearance is not deteriorated. 4 joining can be performed.

〔第2変形例〕
次に、図5を用いて、第2変形例について説明する。
[Second Modification]
Next, a second modification will be described with reference to FIG.

図5に示す本変形例では、第1実施例と同様に建築部材が2つの建築部材2,3からなっている。   In the present modification shown in FIG. 5, the building member is composed of two building members 2 and 3 as in the first embodiment.

この接合構造1では、第1治具挿入孔9が第1建築部材2を貫通するようにして設けられており、第1治具挿入孔9と接着剤注入孔11とが連続して形成されている。   In this joint structure 1, the first jig insertion hole 9 is provided so as to penetrate the first building member 2, and the first jig insertion hole 9 and the adhesive injection hole 11 are continuously formed. ing.

また、接合治具5の第1ネジ端部21aの内周側に形成されるアダプタ取付部27には、接着剤10を注入するアダプタ12が螺合して取り付けられ、アダプタ12に連結されている管14から接着剤10が接合治具5の内周側に注入される。   In addition, an adapter 12 for injecting the adhesive 10 is screwed and attached to the adapter attachment portion 27 formed on the inner peripheral side of the first screw end portion 21 a of the joining jig 5, and is connected to the adapter 12. The adhesive 10 is injected into the inner peripheral side of the joining jig 5 from the existing pipe 14.

すなわち、第1建築部材2に形成された第1治具挿入孔9と第2建築部材3に形成された第2治具挿入孔13とを連通するように配置し、第1,2治具挿入孔9,13へ接合治具5を挿入する。このとき、接合治具5の第1ネジ端部21aに形成されるアダプタ取付部27にアダプタ12が取り付けられている。   That is, the first jig insertion hole 9 formed in the first building member 2 and the second jig insertion hole 13 formed in the second building member 3 are arranged to communicate with each other, and the first and second jigs The joining jig 5 is inserted into the insertion holes 9 and 13. At this time, the adapter 12 is attached to the adapter attachment portion 27 formed on the first screw end portion 21a of the joining jig 5.

第1,2治具挿入孔9,13へ挿入された接合治具5の第1ネジ端部21aの内周側に形成されたアダプタ取付部27にアダプタ12が取り付けられ、アダプタ12と連結する管14から接着剤10が接合治具5の内周側を通って、第2ネジ端部21bの開口端28から接着剤10が吐出し、第2治具挿入孔13を接着剤10が充填し、さらに第1治具挿入孔9にも接着剤10が充填される。接着剤10が接着剤注入孔11から吐出されることで接着剤10の充填が完了する。   The adapter 12 is attached to the adapter attachment portion 27 formed on the inner peripheral side of the first screw end portion 21a of the joining jig 5 inserted into the first and second jig insertion holes 9 and 13, and is connected to the adapter 12. The adhesive 10 passes from the tube 14 through the inner peripheral side of the joining jig 5, the adhesive 10 is discharged from the opening end 28 of the second screw end portion 21 b, and the second jig insertion hole 13 is filled with the adhesive 10. Furthermore, the first jig insertion hole 9 is also filled with the adhesive 10. When the adhesive 10 is discharged from the adhesive injection hole 11, the filling of the adhesive 10 is completed.

また、本変形例においても、接着剤注入孔11を木栓等によって塞ぐことにより、美的外観を損ねることなく、第1,2建築部材2,3の接合を行うことができる。   Also in this modification, the first and second building members 2 and 3 can be joined without impairing the aesthetic appearance by closing the adhesive injection hole 11 with a wooden plug or the like.

〔第3変形例〕
次に、図6を用いて、第3変形例について説明する。
[Third Modification]
Next, a third modification will be described with reference to FIG.

図6に示す変形例では、図4に示す第1変形例と同様に建築部材が3つの建築部材2,3,4からなっている。   In the modification shown in FIG. 6, the building member is composed of three building members 2, 3, and 4 as in the first modification shown in FIG. 4.

この接合構造1では、第1建築部材2に設けられる第1治具挿入孔9の端部に開口するようにして接着剤注入孔11が設けられている。また、本変形例の接合治具5の第1ネジ端部21a側の中間軸部23にもスリット部29が形成されている。   In the joint structure 1, an adhesive injection hole 11 is provided so as to open at an end portion of the first jig insertion hole 9 provided in the first building member 2. Moreover, the slit part 29 is formed also in the intermediate shaft part 23 by the side of the 1st screw end part 21a of the joining jig 5 of this modification.

この変形例では、第1建築部材2の第1治具挿入孔9と第2建築部材3の第2治具挿入孔13を連通するように配置するとともに、接合治具5を第2治具挿入孔13と第1治具挿入孔9へ挿入する。この状態では、接合治具5の第2ネジ端部21bが第2建築部材3の一面側から突出している。   In this modification, the first jig insertion hole 9 of the first building member 2 and the second jig insertion hole 13 of the second building member 3 are arranged to communicate with each other, and the joining jig 5 is used as the second jig. Insert into the insertion hole 13 and the first jig insertion hole 9. In this state, the second screw end portion 21 b of the joining jig 5 protrudes from the one surface side of the second building member 3.

なお、このとき、第1ネジ端部21aは、アダプタ12が取り付けられた状態で第1治具挿入孔9へ挿入されている。   At this time, the first screw end 21a is inserted into the first jig insertion hole 9 with the adapter 12 attached.

この状態において、第1建築部材2に形成された接着剤注入孔11から管14を挿入し、アダプタ12に連結する。   In this state, the tube 14 is inserted from the adhesive injection hole 11 formed in the first building member 2 and connected to the adapter 12.

そして、第3建築部材4の第3治具挿入孔15に第2建築部材3の一面側から突出している第2ネジ端部21bを挿入する。   Then, the second screw end portion 21 b protruding from the one surface side of the second building member 3 is inserted into the third jig insertion hole 15 of the third building member 4.

接合治具5が第1,2,3治具挿入孔9,13,15内へ挿入された状態において、管14を介し接着剤10を接合治具5の内周へ注入する。   In a state where the joining jig 5 is inserted into the first, second and third jig insertion holes 9, 13, and 15, the adhesive 10 is injected into the inner periphery of the joining jig 5 through the pipe 14.

接合治具5の内周へ注入された接着剤10は、第2ネジ端部21bの開口端28から吐出されて、第3治具挿入孔15と第2治具挿入孔13を充填し、第1治具挿入孔9へと注入され、接着剤注入孔11から接着剤10が吐出されることで接着剤10の充填が完了する。   The adhesive 10 injected into the inner periphery of the joining jig 5 is discharged from the opening end 28 of the second screw end portion 21b and fills the third jig insertion hole 15 and the second jig insertion hole 13, The filling of the adhesive 10 is completed by being injected into the first jig insertion hole 9 and discharging the adhesive 10 from the adhesive injection hole 11.

本変形例においても、接着剤注入孔11を木栓等によって塞ぐことにより、美的外観を損ねることなく、第1,2,3建築部材2,3,4の接合を行うことができる。   Also in the present modification, the first, second, and third building members 2, 3, and 4 can be joined without impairing the aesthetic appearance by closing the adhesive injection hole 11 with a wooden plug or the like.

〔第4変形例〕
次に、図7を用いて、第4変形例について説明する。
[Fourth Modification]
Next, a fourth modification will be described with reference to FIG.

本変形例は、木質からなる第1建築部材2と鉄筋コンクリート等からなる基礎材6との接合である。   This modification is a joint between the first building member 2 made of wood and the base material 6 made of reinforced concrete or the like.

図7に示すように、基礎材6には、接合治具5が挿入される第4治具挿入孔16が形成されている。   As shown in FIG. 7, a fourth jig insertion hole 16 into which the joining jig 5 is inserted is formed in the base material 6.

また、本変形例においても、第1建築部材2に接着剤注入孔11が設けられている。   Also in this modification, the first building member 2 is provided with an adhesive injection hole 11.

本変形例では、第1ネジ端部21aのアダプタ取付部27にアダプタ12を取り付け、第1建築部材2の第1治具挿入孔9へ接合治具5を挿入し、接着剤注入孔11から管14を挿入してアダプタ12に連結する。そして、第1建築部材2から突出している接合治具5を基礎材6の第4治具挿入孔16に挿入する。   In this modification, the adapter 12 is attached to the adapter attachment portion 27 of the first screw end portion 21a, the joining jig 5 is inserted into the first jig insertion hole 9 of the first building member 2, and the adhesive injection hole 11 Tube 14 is inserted and connected to adapter 12. Then, the joining jig 5 protruding from the first building member 2 is inserted into the fourth jig insertion hole 16 of the base material 6.

第1,4治具挿入孔9,16へ挿入された接合治具5のアダプタ12に取り付けられた管14より接着剤10を接合治具5の内周へ注入する。   The adhesive 10 is injected into the inner periphery of the joining jig 5 from the pipe 14 attached to the adapter 12 of the joining jig 5 inserted into the first and fourth jig insertion holes 9 and 16.

接合治具5の内周へ注入された接着剤10は、第2ネジ端部21bの開口端28から吐出されて、第4治具挿入孔16と第1治具挿入孔9とを充填し、接着剤注入孔11から接着剤10が吐出されることで接着剤10の充填が完了する。   The adhesive 10 injected into the inner periphery of the joining jig 5 is discharged from the opening end 28 of the second screw end portion 21 b and fills the fourth jig insertion hole 16 and the first jig insertion hole 9. The filling of the adhesive 10 is completed by discharging the adhesive 10 from the adhesive injection hole 11.

本実施例においても、接着剤注入孔11を木栓等によって塞ぐことにより、美的外観を損ねることなく、第1建築部材2と基礎材6との接合を行うことができる。   Also in this embodiment, the first building member 2 and the base material 6 can be joined without impairing the aesthetic appearance by closing the adhesive injection hole 11 with a wooden plug or the like.

なお、上述した第1〜4変形例においても、上記した第1実施例と同様の効果を得ることができる。   In addition, also in the 1st-4th modification mentioned above, the effect similar to the above-mentioned 1st Example can be acquired.

〔実施例2〕
次に、図8,9を用いて、第2実施例について説明する。なお、上述した第1実施例と同様の構成については説明を省略する。
[Example 2]
Next, a second embodiment will be described with reference to FIGS. The description of the same configuration as that of the first embodiment described above is omitted.

本実施例の接合構造1では、接合治具5の第1ネジ端部21aの長さL3が第2ネジ端部21bの長さL2よりも短く設定されている。   In the joining structure 1 of the present embodiment, the length L3 of the first screw end 21a of the joining jig 5 is set shorter than the length L2 of the second screw end 21b.

このような接合構造1は、図9に示すように、第1建築部材2と基礎材6とを接合する際に、第1建築部材2と基礎材6の間にベースプレート7を介して接合する場合等に適用される。   As shown in FIG. 9, such a joining structure 1 is joined via a base plate 7 between the first building member 2 and the foundation material 6 when the first building member 2 and the foundation material 6 are joined. Applies to cases.

図9に示すように、基礎材6には、ベースプレート7を基礎材6に固定するための埋設部31が一端側が基礎材6から突出するように埋設されている。この基礎材6から突出した埋設部31には、ベースプレート7がナット8によって固定されている。   As shown in FIG. 9, an embedded portion 31 for fixing the base plate 7 to the base material 6 is embedded in the base material 6 so that one end side protrudes from the base material 6. A base plate 7 is fixed to the embedded portion 31 protruding from the base material 6 by a nut 8.

このベースプレート7は、断面略H状に形成された金物であり、接合治具5を固定する開口部18が形成されている。   The base plate 7 is a metal object having a substantially H-shaped cross section, and an opening 18 for fixing the joining jig 5 is formed.

この開口部18には、接合治具5の第1ネジ端部21aが挿入されるとともに、ナット8によって接合治具5をベースプレート7に固定している。   The first screw end 21 a of the joining jig 5 is inserted into the opening 18, and the joining jig 5 is fixed to the base plate 7 by the nut 8.

本実施例では、まず第1建築部材2の第1治具挿入孔9に接合治具5を挿入し、第1治具挿入孔9に接着剤10を注入して第1治具挿入孔9を接着剤10にて充填し、第1建築部材2と接合治具5を固定する。   In this embodiment, first, the joining jig 5 is inserted into the first jig insertion hole 9 of the first building member 2, the adhesive 10 is injected into the first jig insertion hole 9, and the first jig insertion hole 9. Is filled with the adhesive 10, and the first building member 2 and the joining jig 5 are fixed.

そして、第1建築部材2に固定された接合治具5の第1ネジ端部21aをベースプレート7の開口部18に挿入し、ナット8によって接合治具5とベースプレート7を固定している。   Then, the first screw end 21 a of the joining jig 5 fixed to the first building member 2 is inserted into the opening 18 of the base plate 7, and the joining jig 5 and the base plate 7 are fixed by the nut 8.

本実施例によれば、上述した第1実施例の効果に加え、建築部材を接合する際、間にベースプレート等を介在させた場合であっても、ネジ端部の長さを適宜変更することができる。   According to the present embodiment, in addition to the effects of the first embodiment described above, the length of the screw end portion is appropriately changed even when a base plate or the like is interposed between the building members. Can do.

〔実施例3〕
次に、図10,11を用いて第3実施例について説明する。なお、上述した第1及び第2実施例と同様の構成については説明を省略する。
Example 3
Next, a third embodiment will be described with reference to FIGS. Note that a description of the same configurations as those of the first and second embodiments described above will be omitted.

本実施例の接合構造1では、3つの建築部材からなり、上述した接合治具50が連結したものである。   In the joining structure 1 of the present embodiment, it consists of three building members, and the joining jig 50 described above is connected.

図10に示すように、本実施例の接合治具50は、円筒状の本体部19と、転造によって形成されるネジ端部21と、曲面形状を有する中間軸部23とを備えている。   As shown in FIG. 10, the joining jig 50 of the present embodiment includes a cylindrical main body portion 19, a screw end portion 21 formed by rolling, and an intermediate shaft portion 23 having a curved shape. .

ネジ端部21は、第1建築部材2に挿入される第1ネジ端部52aと、第2建築部材3に挿入される第2,3ネジ端部52b,52cと、第3建築部材4に挿入される第4ネジ端部52dとを有している。   The screw end 21 includes a first screw end 52 a inserted into the first building member 2, second and third screw ends 52 b and 52 c inserted into the second building member 3, and the third building member 4. And a fourth screw end 52d to be inserted.

また、第2ネジ端部52bと第3ネジ端部52cとの間には、アダプタ12が形成されており、このアダプタ12に管14を挿入し、管14を通して接着剤を注入することによって、接着剤10を接合治具50の内周側へ注入する。   An adapter 12 is formed between the second screw end 52b and the third screw end 52c. By inserting the tube 14 into the adapter 12 and injecting an adhesive through the tube 14, The adhesive 10 is injected into the inner peripheral side of the joining jig 50.

中間軸部23は、第1中間軸部23aと、第2中間軸部23bとを有しており、第1中間軸部23aと第2中間軸部23bにはそれぞれスリット部29が形成されている。   The intermediate shaft portion 23 includes a first intermediate shaft portion 23a and a second intermediate shaft portion 23b. A slit portion 29 is formed in each of the first intermediate shaft portion 23a and the second intermediate shaft portion 23b. Yes.

図11に示すように、第2建築部材3には、接着剤10を注入する接着剤注入孔11が設けられており、上述したアダプタ12が配置される位置に接着剤注入孔11が開口している。   As shown in FIG. 11, the second building member 3 is provided with an adhesive injection hole 11 for injecting the adhesive 10, and the adhesive injection hole 11 is opened at a position where the adapter 12 is disposed. ing.

本実施例では、第1建築部材2の第1治具挿入孔9に接合治具50を挿入し、第1建築部材2から第1ネジ端部52aと第4ネジ端部52dが突出するように位置させる。   In this embodiment, the joining jig 50 is inserted into the first jig insertion hole 9 of the first building member 2 so that the first screw end portion 52a and the fourth screw end portion 52d protrude from the first building member 2. To be located.

第1建築部材2から突出した第1ネジ端部52a及び第4ネジ端部52dにそれぞれ第2建築部材3の第2治具挿入孔13と、第3建築部材4の第3治具挿入孔15とを挿入する。   The second jig insertion hole 13 of the second building member 3 and the third jig insertion hole of the third building member 4 in the first screw end 52a and the fourth screw end 52d protruding from the first building member 2, respectively. 15 and insert.

そして、アダプタ12に管14を連結し、接合治具50の内周側に接着剤10を注入する。接合治具50の内周側に注入された接着剤10は、接合治具50の内周側を通り第1ネジ端部52aの開口端53と、第4ネジ端部52dの開口端54から吐出され、第2治具挿入孔13及び第3治具挿入孔15を充填し、第1治具挿入孔9へ流入し、第1建築部材2の接着剤注入孔11から吐出されることで接着剤10の充填が完了する。   Then, the pipe 14 is connected to the adapter 12, and the adhesive 10 is injected into the inner peripheral side of the joining jig 50. The adhesive 10 injected into the inner peripheral side of the bonding jig 50 passes through the inner peripheral side of the bonding jig 50 from the opening end 53 of the first screw end 52a and the opening end 54 of the fourth screw end 52d. By being discharged, filling the second jig insertion hole 13 and the third jig insertion hole 15, flowing into the first jig insertion hole 9, and being discharged from the adhesive injection hole 11 of the first building member 2. The filling of the adhesive 10 is completed.

本実施例においても、接着剤注入孔11を木栓等によって塞ぐことにより、美的外観を損ねることなく、第1,2,3建築部材2,3,4の接合を行うことができる。   Also in the present embodiment, the first, second, and third building members 2, 3, and 4 can be joined without impairing the aesthetic appearance by closing the adhesive injection hole 11 with a wooden plug or the like.

本実施例によれば、上述した第1実施例、第2実施例の効果に加え、建築部材の厚さが厚い建築部材を接合する場合であっても、接合治具の長さを適宜変更することができる。   According to the present embodiment, in addition to the effects of the first embodiment and the second embodiment described above, the length of the joining jig is appropriately changed even when a building member having a thick building member is joined. can do.

なお、上述した第1実施例及び変形例、第2実施例、第3実施例において接合治具が挿入される治具挿入孔は、建築部材に複数箇所に設けられていることが好ましい。   In addition, it is preferable that the jig | tool insertion hole in which a joining jig | tool is inserted in the 1st Example mentioned above, a modification, 2nd Example, and 3rd Example is provided in the construction member in multiple places.

また、上述した第1実施例及び変形例、第2実施例、第3実施例の接合治具の本体部の厚みは、ネジ端部と接着剤との接合強度以下で鋼材の降伏が生じる厚みに設定されることが好ましい。   Moreover, the thickness of the main body part of the joining jigs of the first embodiment, the modified example, the second embodiment, and the third embodiment described above is a thickness at which yielding of the steel material occurs below the joining strength between the screw end and the adhesive. It is preferable to set to.

さらに、本発明の接合治具は、普通鋼又は低降伏点鋼など、降伏比が80パーセント以下となるような鋼材を用いることで、破断強度の安定した接合治具を提供することができる。   Furthermore, the joining jig of the present invention can provide a joining jig having a stable breaking strength by using a steel material having a yield ratio of 80% or less, such as ordinary steel or low yield point steel.

加えて、本発明の接合構造は、上述した数値に限定されるものではなく、適宜変更可能であることはもちろんである。   In addition, the joining structure of the present invention is not limited to the numerical values described above, and can be changed as appropriate.

1 接合構造
2,3,4 建築部材
5 接合治具
9,13,15,16 治具挿入孔
10 接着剤
21 ネジ端部
25 中空部
DESCRIPTION OF SYMBOLS 1 Joining structure 2, 3, 4 Building member 5 Joining jig | tool 9, 13, 15, 16 Jig insertion hole 10 Adhesive 21 Screw end part 25 Hollow part

Claims (5)

少なくとも2つ以上の建築部材を接合する接合構造であって、
前記建築部材には、接合治具が挿入される治具挿入孔が設けられ、
前記治具挿入孔には、接合治具が挿入されるとともに、接合治具と建築部材とを固定する接着剤が充填され、
前記治具挿入孔に挿入される接合治具は、円筒状の本体部と、中間軸部と、ネジ端部とを備え、
前記ネジ端部は、転造ネジによって設けられていることを特徴とする接合構造。
A joining structure for joining at least two building members,
The building member is provided with a jig insertion hole into which a joining jig is inserted,
The jig insertion hole is inserted with a bonding jig and filled with an adhesive for fixing the bonding jig and the building member,
The joining jig inserted into the jig insertion hole includes a cylindrical main body, an intermediate shaft, and a screw end.
The screw structure is provided with a rolled screw, and the screw structure is a joining structure.
請求項1記載の接合構造であって、
前記接合治具の内周には、接着剤が注入可能な中空部を有していることを特徴とする接合構造。
The joint structure according to claim 1,
A joining structure characterized in that an inner periphery of the joining jig has a hollow portion into which an adhesive can be poured.
請求項1又は請求項2に記載の接合構造であって、
前記接合治具の中間軸部には、スリット部が設けられ、
前記スリット部の外径は、前記ネジ端部よりも小径に形成されていることを特徴とする接合構造。
The joint structure according to claim 1 or 2,
A slit portion is provided in the intermediate shaft portion of the joining jig,
The joint structure according to claim 1, wherein an outer diameter of the slit portion is smaller than that of the screw end portion.
請求項1に記載の接合構造であって、
前記建築部材には、治具挿入孔へ接着剤を注入する接着剤注入孔が形成されていることを特徴とする接合構造。
The joint structure according to claim 1,
An adhesive injection hole for injecting an adhesive into the jig insertion hole is formed in the building member.
請求項4に記載の接合構造であって、
前記建築部材には、接着剤注入孔から治具挿入孔へ注入された接着剤が排出される接着剤排出孔が形成されていることを特徴とする接合構造。
The joint structure according to claim 4,
An adhesive discharge hole for discharging the adhesive injected from the adhesive injection hole to the jig insertion hole is formed in the building member.
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US9644367B2 (en) * 2014-11-24 2017-05-09 Scrimtec Japan Inc. Co., Ltd. Joining structure
JP2019044400A (en) * 2017-08-31 2019-03-22 住友林業株式会社 Member joining method, member joining structure, and joint member
JP2020084500A (en) * 2018-11-21 2020-06-04 株式会社スクリムテックジャパン Joint structure and joint metal fitting of building member
JP2021139125A (en) * 2020-03-03 2021-09-16 株式会社大林組 Structure
JP2022099247A (en) * 2020-12-22 2022-07-04 コマディール・エス アー Assembly of elements such as links of wristlet

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JPH05331919A (en) * 1992-05-30 1993-12-14 Houmu:Kk Joint jig and joint method for structural member thereof and joint structure between structural members
JPH11172781A (en) * 1997-10-09 1999-06-29 Tanaka:Kk Joint coupling tool and device
JP3364196B2 (en) * 2000-06-07 2003-01-08 株式会社サンケンホーム Connecting pins for interconnecting structural materials for wooden buildings and their manufacturing method

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JPH05331919A (en) * 1992-05-30 1993-12-14 Houmu:Kk Joint jig and joint method for structural member thereof and joint structure between structural members
JPH11172781A (en) * 1997-10-09 1999-06-29 Tanaka:Kk Joint coupling tool and device
JP3364196B2 (en) * 2000-06-07 2003-01-08 株式会社サンケンホーム Connecting pins for interconnecting structural materials for wooden buildings and their manufacturing method

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US9644367B2 (en) * 2014-11-24 2017-05-09 Scrimtec Japan Inc. Co., Ltd. Joining structure
JP2019044400A (en) * 2017-08-31 2019-03-22 住友林業株式会社 Member joining method, member joining structure, and joint member
JP7025832B2 (en) 2017-08-31 2022-02-25 住友林業株式会社 Member joining method
JP2020084500A (en) * 2018-11-21 2020-06-04 株式会社スクリムテックジャパン Joint structure and joint metal fitting of building member
JP7193127B2 (en) 2018-11-21 2022-12-20 株式会社スクリムテックジャパン Joining structure and joining fittings for building members
JP2021139125A (en) * 2020-03-03 2021-09-16 株式会社大林組 Structure
JP7428014B2 (en) 2020-03-03 2024-02-06 株式会社大林組 Structure
JP2022099247A (en) * 2020-12-22 2022-07-04 コマディール・エス アー Assembly of elements such as links of wristlet

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