JP6762621B2 - Joining tools, joining structures, and joining methods - Google Patents

Joining tools, joining structures, and joining methods Download PDF

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JP6762621B2
JP6762621B2 JP2018156583A JP2018156583A JP6762621B2 JP 6762621 B2 JP6762621 B2 JP 6762621B2 JP 2018156583 A JP2018156583 A JP 2018156583A JP 2018156583 A JP2018156583 A JP 2018156583A JP 6762621 B2 JP6762621 B2 JP 6762621B2
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joining
joint
plate portion
main body
support
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JP2020029733A5 (en
JP2020029733A (en
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義光 中原
義光 中原
裕次郎 中原
裕次郎 中原
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GREEN REBORN CO., LTD.
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GREEN REBORN CO., LTD.
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Priority to JP2018156583A priority Critical patent/JP6762621B2/en
Priority to PCT/JP2019/032839 priority patent/WO2020040252A1/en
Priority to CN201980038114.6A priority patent/CN112236566B/en
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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
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/26Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
    • 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
    • E04B1/58Connections for building structures in general of bar-shaped building elements

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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)

Description

本発明は、接合具、接合構造、および接合方法に関する。更に詳しくは、柱材と横架材を組み合わせる軸組工法において、従来の接合具を使用した接合構造よりも、被接合部材間を高い強度で接合することができる接合具、接合構造、および接合方法に関する。 The present invention relates to joining tools, joining structures, and joining methods. More specifically, in the frame construction method in which the column material and the horizontal member are combined, the joining tool, the joining structure, and the joining capable of joining the members to be joined with higher strength than the joining structure using the conventional joining tool. Regarding the method.

従来から、木造建築において、柱材と、梁、桁等の横架部材を接合するために、金属プレート等の各種の接合具が使用されている。このような接合具としては、例えば、下記非特許文献1に示す、いわゆる羽子板ボルトが提案されている。 Conventionally, in wooden construction, various joining tools such as metal plates have been used to join columns and horizontal members such as beams and girders. As such a joining tool, for example, a so-called feather plate bolt shown in Non-Patent Document 1 below has been proposed.

図17に示す羽子板ボルト9は、ボルト91を介して相互に引き寄せあうことが可能な接合具であり、本体92に設けられた孔にコーチスクリュー93を通し、コーチスクリュー93を柱材94あるいは横架部材95に螺挿することで、柱材94と横架部材95の組み合わせからなる軸組(接合構造)が外れないように固定するものである。 The gastropod bolt 9 shown in FIG. 17 is a fitting that can be attracted to each other via a bolt 91. A coach screw 93 is passed through a hole provided in the main body 92, and the coach screw 93 is passed through a pillar member 94 or a lateral member. By screwing it into the frame member 95, the framework (joint structure) composed of the combination of the column member 94 and the horizontal member 95 is fixed so as not to come off.

ウィキペディア 羽子板ボルト インターネット<URL:https://ja.wikipedia.org/wiki/%E7%BE%BD%E5%AD%90%E6%9D%BF%E3%83%9C%E3%83%AB%E3%83%88>Wikipedia Feather board bolt Internet <URL: https://ja.wikipedia.org/wiki/%E7%BE%BD%E5%AD%90%E6%9D%BF%E3%83%9C%E3%83%AB% E3% 83% 88 >

ところで、近年、日本では比較的大きな地震が頻発しており、前述の羽子板ボルト9程度の簡易な接合具では、強い横揺れの際に接合具が破損する、あるいは、ボルト91やコーチスクリュー93が周囲の柔組織ごと剥脱する、といった事例が見受けられる。 By the way, in recent years, relatively large earthquakes have frequently occurred in Japan, and with the above-mentioned simple joints of about wing plate bolts 9, the joints are damaged during strong rolling, or the bolts 91 and coach screws 93 are used. There are cases where the surrounding soft tissue is exfoliated.

一方、平成28年度の国内戸建住宅・工法別シェアでは、「木造軸組工法等」の割合が70.9%であると共に、「2×4工法」割合が11.0%である。すなわち、両工法を合わせた木造住宅の割合は81.9%にも達しており、特殊な事情が無い限り、今後も多くの木造住宅が建造されることが予想される。 On the other hand, in the share of domestic detached houses and construction methods in FY2016, the ratio of "wooden frame construction method, etc." was 70.9%, and the ratio of "2x4 construction method" was 11.0%. That is, the ratio of wooden houses that combine both construction methods has reached 81.9%, and it is expected that many wooden houses will be built in the future unless there are special circumstances.

今後も地震活動が活発化するおそれが指摘されている現況下においては、木造を含む軸組工法において、耐震性を向上させた新たな接合具や接合構造の早急な開発が望まれていた。 Under the current situation where it has been pointed out that seismic activity may continue to increase in the future, it has been desired to urgently develop new joints and joint structures with improved earthquake resistance in the frame construction method including wooden construction.

本発明は、以上の点を鑑みて創案されたものであり、柱材と横架材を組み合わせる軸組工法において、従来の接合具を使用した接合構造よりも、被接合部材間を高い強度で接合することができる接合具、接合構造、および接合方法を提供することを目的とする。 The present invention was devised in view of the above points, and in a frame construction method in which a column material and a horizontal member are combined, the strength between the members to be joined is higher than that of a joint structure using a conventional joining tool. It is an object of the present invention to provide a joining tool, a joining structure, and a joining method capable of joining.

上記の目的を達成するために本発明の接合具は、所定の剛性材料で形成され、底板部および底板部から立ち上げて形成された所要数の側板部を有し、底板部の対向方向に側板部で囲まれた開口部が形成されると共に、底板部および側板部の外面に接合部材が接合可能な接合部を有する、中空構造の本体と、所定の剛性材料で形成され、本体の内部に収容可能で、収容状態において外部に露出する外面に接合部材が接合可能な接合部を有し、底板部または側板部、あるいは、その両方に当接して固定可能な支持体とを備える。 In order to achieve the above object, the joint of the present invention is formed of a predetermined rigid material, has a bottom plate portion and a required number of side plate portions formed by rising from the bottom plate portion, and is formed in a direction facing the bottom plate portion. An opening surrounded by a side plate portion is formed, and a hollow structure main body having a joint portion to which a joining member can be joined is formed on the bottom plate portion and the outer surface of the side plate portion, and the inside of the main body is formed of a predetermined rigid material. It has a joint portion to which the joining member can be joined to the outer surface exposed to the outside in the accommodated state, and includes a support that can be fixed by abutting the bottom plate portion and / or the side plate portion.

ここで、本発明の接合具は、本体が、所定の剛性材料で形成された底板部と側板部を有することにより、中空構造の箱型(開口部を有する有底箱型)となり、圧縮力、剪断力、引っ張り力等(以下、「外力」という)による変形が起きにくくすることができる。また、本体が有する接合部としては、例えば、ボルトとナットのような締着具(以下、例示の際には単に「締着具」という)等を介して、底板部あるいは側板部の外面に接合部材を接合することができる。 Here, the joint of the present invention has a hollow structure box type (bottomed box type having an opening) by having a bottom plate portion and a side plate portion formed of a predetermined rigid material in the main body, and has a compressive force. , Shearing force, tensile force, etc. (hereinafter referred to as "external force") can make it difficult for deformation to occur. Further, as the joint portion of the main body, for example, via a fastener such as a bolt and a nut (hereinafter, simply referred to as a “tightening tool” in the example), the joint portion is formed on the outer surface of the bottom plate portion or the side plate portion. Joining members can be joined.

「所定の剛性材料」としては、例えば、ステンレススチール等の金属材料が挙げられるが、これに限定するものではなく、合成樹脂や炭素繊維、セラミックス等の材料であってもよいし、これらを組み合わせた複合材料であってもよい。 Examples of the "predetermined rigid material" include, but are not limited to, metal materials such as stainless steel, and materials such as synthetic resin, carbon fiber, and ceramics may be used, or a combination thereof may be used. It may be a composite material.

「側板部」は、接合する接合部材の数や接合方向に応じて数や形状を適宜設定可能であり、例えば、三面、四面、またはそれ以上の複数面から構成されるものが挙げられるが、これに限定するものではなく、円筒形や楕円筒形等の形状であってもよい。また、「底板部」は、例えば、側板部の形状に合わせて、三角形、四角形、またはそれ以上の多角形、円筒形や楕円筒形等の形状で構成される。 The number and shape of the "side plate portion" can be appropriately set according to the number of joining members to be joined and the joining direction. For example, the "side plate portion" may be composed of a plurality of faces of three, four, or more. The shape is not limited to this, and may be a shape such as a cylinder or an elliptical cylinder. Further, the "bottom plate portion" is composed of, for example, a shape such as a triangle, a quadrangle, or a polygonal shape, a cylindrical shape, or an elliptical cylinder shape, in accordance with the shape of the side plate portion.

「接合部材」としては、接合具の上方または下方に配置される柱材、あるいは、柱材に対して交差方向に配置される梁、桁等の横架材が挙げられ、更には、接合具の一部にパネル材等を接合することもできる。また、接合部材としては、例えば、丸太や角材等の木材が挙げられるが、これに限定するものではなく、金属材、合成樹脂材、竹材、石質材等の素材によるもの、または、これらを組み合わせた複合材料であってもよい。 Examples of the "joining member" include column members arranged above or below the joining tool, or horizontal members such as beams and girders arranged in the intersecting direction with respect to the column material, and further, the joining tool. It is also possible to join a panel material or the like to a part of. Further, examples of the joining member include, but are not limited to, wood such as logs and square timbers, but are made of materials such as metal materials, synthetic resin materials, bamboo materials, and stone materials, or a combination thereof. It may be a composite material.

そして、本発明の接合具は、支持体を備えることにより、本体への収容状態で外部に露出する外面が、開口部(底板の対向方向)への蓋板となり、これにより、本体の開口部が形成された位置にも接合部を設けることができる。この接合部(例えば前述の接続具等)を介して、外面の接合部に接合部材を接合することができ、支持体が本体の内部に収容された収容状態において、接合具の全ての外面(底板部の外面、側板部の外面および、支持体における外面)に接合部材を接合可能な構造にすることができる。 When the joint of the present invention is provided with a support, the outer surface exposed to the outside in the state of being housed in the main body becomes a lid plate to the opening (opposite direction of the bottom plate), whereby the opening of the main body is formed. A joint can also be provided at the position where the is formed. Through this joint (for example, the above-mentioned connector), the joint member can be joined to the joint on the outer surface, and in the housed state in which the support is housed inside the main body, all the outer surfaces of the joiner (for example, the above-mentioned connector). The structure can be such that the joining member can be joined to the outer surface of the bottom plate portion, the outer surface of the side plate portion, and the outer surface of the support.

更に、支持体は、底板部または側板部、あるいは、その両方に当接して固定することができる。この固定の態様としては、例えば、蓋板部の裏面に設けられて本体内に挿入可能な支持部によって、底板部または側板部、あるいは、その両方に当接支持される態様であってもよいし、本体の開口部口縁に形成された切欠部に支持体周縁が嵌着して支持される構造、あるいは、前述の構造の組み合わせ等であってもよい。 Further, the support can be abutted and fixed to the bottom plate portion, the side plate portion, or both of them. As a mode of this fixing, for example, a support portion provided on the back surface of the lid plate portion and which can be inserted into the main body may abut and support the bottom plate portion, the side plate portion, or both of them. However, the structure may be such that the peripheral edge of the support is fitted and supported in the notch formed at the opening edge of the main body, or a combination of the above-mentioned structures and the like.

本体と支持体を組み合わせた立体構造である本発明の接合具は、従来のプレート状の接合具等と比較すると、本体と支持体が一体となって強度が向上している。このため、例えば、柱材と横架材等の2以上の接合部材の間に配設された状態で、地震等による外力が加わったとしても、接合具は容易に変形あるいは破損することがなく、引き続き接合部材間を高い強度で接合することができる。 The joint tool of the present invention, which has a three-dimensional structure in which the main body and the support are combined, has improved strength by integrating the main body and the support as compared with the conventional plate-shaped joint tool and the like. Therefore, for example, even if an external force due to an earthquake or the like is applied in a state where the joint member is arranged between two or more joint members such as a pillar material and a horizontal member, the joint tool is not easily deformed or damaged. , It is possible to continue to join the joining members with high strength.

更に、本発明の接合具は、内部に中空領域を有する構造であるため、中実構造の接合具と比較して重量が軽減されている。このため、本発明の接合具は、接合具が上端に配設された柱材において、生じる長期応力および短期応力を軽減することができる。 Further, since the joining tool of the present invention has a structure having a hollow region inside, the weight is reduced as compared with the joining tool having a solid structure. Therefore, the joining tool of the present invention can reduce the long-term stress and the short-term stress generated in the column material in which the joining tool is arranged at the upper end.

特に短期応力に関しては、一般的に、建築物は、上部の重量が重いほど短期応力の影響が大きく、具体的には、地震時の揺れ(短期応力)が大きくなって破損が起こりやすい傾向があるが、本発明の接合具は、充分な剛性を有しつつも軽量化されているため、配設された柱材において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。 In particular, with regard to short-term stress, in general, the heavier the weight of the upper part of a building, the greater the effect of short-term stress. Specifically, the shaking (short-term stress) during an earthquake tends to increase and damage tends to occur. However, since the joining tool of the present invention has sufficient rigidity and is lightweight, stress in various directions such as the horizontal direction generated by an external force such as an earthquake is applied to the arranged pillar material. Can be mitigated.

更にまた、本発明の接合具は、本体と支持体が分離できるため、施工時において、本体に接合部材を接合させた後に、接合部材を接合させた支持体を取り付けることができ、工程を分けて作業できるため、作業性が良い。 Furthermore, in the joining tool of the present invention, since the main body and the support can be separated, it is possible to attach the support to which the joining member is joined after joining the joining member to the main body at the time of construction, and the process is divided. Workability is good because it can be worked.

また、支持体が、蓋板部、および、蓋板部の裏面に設けられた、本体内に挿入可能な支持部を有し、支持部は、本体内への収容状態で本体の内面で当接支持される形状である場合は、挿入された支持部が本体の内面に当接支持されることによって、接合具の変形抑制力を向上させることができる。なお、「本体の内面」は、本体を構成する底板部または側板部のいずれか一方の内面であってもよいし、両方の内面であってもよい。 Further, the support has a lid plate portion and a support portion provided on the back surface of the lid plate portion and can be inserted into the main body, and the support portion is in contact with the inner surface of the main body in a state of being housed in the main body. In the case of a shape that is tangibly supported, the inserted support portion is abutted and supported on the inner surface of the main body, so that the deformation suppressing force of the joint can be improved. The "inner surface of the main body" may be the inner surface of either one of the bottom plate portion or the side plate portion constituting the main body, or may be the inner surface of both.

例えば、蓋板の外面が上方向を向くように配設した場合、接合部材から加わる鉛直荷重による蓋板の変形を抑制することができる。加えて、この配設態様において、支持部は、水平荷重に対する補強材にもなり、本体、特に側板の変形を抑制することができる。つまり、支持部は、接合具全体の変形抑制力を向上させることができる。 For example, when the outer surface of the lid plate is arranged so as to face upward, the deformation of the lid plate due to the vertical load applied from the joining member can be suppressed. In addition, in this arrangement mode, the support portion also serves as a reinforcing material against a horizontal load, and can suppress deformation of the main body, particularly the side plate. That is, the support portion can improve the deformation suppressing force of the entire joint.

また、接合部が、板厚方向に貫通した接続具挿通孔により構成されている場合は、接続具挿通孔に接続具を挿通することができ、この接続具を以て、接合部材と接合具とを接合することができる。なお、「接続具挿通孔」は、内面に加工が無い孔であってもよいし、雌ネジが螺刻された孔等であってもよい。 Further, when the joint portion is composed of a connector insertion hole penetrating in the plate thickness direction, the connector can be inserted into the connector insertion hole, and the joint member and the joint can be connected by the connector. Can be joined. The "connector insertion hole" may be a hole having no processing on the inner surface, a hole in which a female screw is threaded, or the like.

そして、本発明の接続具の外面を構成する各板に接続具挿通孔が形成されていることよって、締着具等の接続具を挿通することができ、この接続具を以て、各板の外面に接合部材を接合することができる。なお、接合部材の接合は、底板部等の各板の全てに対して行ってもよいし、底板部等の各板の外面の中から選択された外面に対して行ってもよい。 Since the connector insertion holes are formed in each plate constituting the outer surface of the connector of the present invention, a connector such as a fastener can be inserted, and the outer surface of each plate can be inserted with the connector. The joining member can be joined to. The joining members may be joined to all of the bottom plate and the like, or to an outer surface selected from the outer surfaces of the bottom plate and the like.

例えば、本発明の接合具の使用態様としては、底板部の外面に建物の基礎部から起立した柱材を接合し、側板部の外面に横架材を接合し、かつ、支持体の外面へ上方向に配置される他の柱材を接合する態様が挙げられる。一方、他の使用態様として、底板部の外面と支持体の外面に各々柱材を接合した態様、底板部の外面に柱材を接合し、かつ、側板部の外面に横架材を接合した態様、または、複数の側板部を有する場合に、少なくとも2つの側板部の外面の各々に横架材を接合した態様、のように、用途に応じて、接合部材を接合する部分を選択することができる。 For example, as a mode of use of the joining tool of the present invention, a pillar material standing up from the foundation of a building is joined to the outer surface of the bottom plate portion, a horizontal member is joined to the outer surface of the side plate portion, and the outer surface of the support is formed. An aspect of joining other pillar members arranged in the upward direction can be mentioned. On the other hand, as another usage mode, the pillar material is joined to the outer surface of the bottom plate portion and the outer surface of the support, respectively, the pillar material is joined to the outer surface of the bottom plate portion, and the horizontal member is joined to the outer surface of the side plate portion. Select a portion to join the joining members according to the application, such as a mode, or a mode in which a horizontal member is joined to each of the outer surfaces of at least two side plates when having a plurality of side plates. Can be done.

つまり、本発明の接合具は、汎用性が向上しており、一つの形態で様々な用途や施工方法に対応することができ、利便性が良い。 That is, the joining tool of the present invention has improved versatility, and can be applied to various uses and construction methods in one form, which is convenient.

また、本体に、前記支持体を固定する固定具を挿通可能な固定具挿通孔が形成されている場合は、固定具挿通孔に固定具を挿通することができ、この固定具を以て、本体に取り付けた支持体の離脱を抑制することができる。 Further, when the main body is formed with a fixture insertion hole through which the fixture for fixing the support can be inserted, the fixture can be inserted into the fixture insertion hole, and the fixture can be used in the main body. It is possible to suppress the detachment of the attached support.

本体から支持体が離脱しないことで、例えば、地震等による外力が加わったとしても、本発明の接合具を使用した接合構造が破損することを抑制することができる。また、例えば、本体の開口部が側方または下方を向いた態様で使用したとしても、支持体が外れないようにすることができる。つまり、本発明の接合具は、汎用性が更に向上しており、一つの形態で様々な用途や施工方法に対応することができ、利便性が良い。 By not separating the support from the main body, it is possible to prevent the joining structure using the joining tool of the present invention from being damaged even when an external force such as an earthquake is applied. Further, for example, even if the opening of the main body is used in a lateral or downward direction, the support can be prevented from coming off. That is, the joining tool of the present invention has further improved versatility, and can be applied to various uses and construction methods in one form, which is convenient.

上記の目的を達成するために本発明の接合構造は、所定の剛性材料で形成され、底板部および底板部から立ち上げて形成された所要数の側板部を含み、底板部の対向方向に側板部で囲まれた開口部が形成されると共に、底板部および側板部から選択された外面に接合部材が接合可能な接合部を含む、中空構造の本体、および、所定の剛性材料で形成され、本体の内部に収容可能で、収容状態において外部に露出する外面に接合部材が接合可能な接合部を含み、底板部または側板部、あるいは、その両方に当接して固定可能な支持体、を有する接合具と、本体の接合部または支持体の接合部から選択された2以上の接合部を介して接合された、複数の接合部材とを備える。 In order to achieve the above object, the joint structure of the present invention is formed of a predetermined rigid material, includes a bottom plate portion and a required number of side plate portions formed by rising from the bottom plate portion, and side plates in a direction facing the bottom plate portion. An opening surrounded by portions is formed, and a hollow structure body including a joint portion to which a joining member can be joined to an outer surface selected from a bottom plate portion and a side plate portion, and a predetermined rigid material are formed. It has a support that can be accommodated inside the main body, includes a joint portion to which a joining member can be joined to an outer surface exposed to the outside in the accommodated state, and can be fixed by abutting on a bottom plate portion, a side plate portion, or both. It comprises a joint and a plurality of joint members joined via two or more joints selected from a main body joint or a support joint.

ここで、本発明の接合構造は、接合具の本体が、所定の剛性材料で形成された底板部と側板部を有することにより、中空構造の箱型となり、外力による変形が起きにくくすることができる。また、本体は、接合部を介して、底板部あるいは側板部の外面に接合部材を接合することができる。 Here, in the joining structure of the present invention, the main body of the joining tool has a bottom plate portion and a side plate portion formed of a predetermined rigid material, so that the joint structure has a hollow structure and is less likely to be deformed by an external force. it can. Further, the main body can join the joining member to the outer surface of the bottom plate portion or the side plate portion via the joining portion.

そして、本発明の接合構造は、接合具が支持体を有することにより、本体への収容状態で外部に露出する外面が、開口部(底板の対向方向)への蓋板となり、これにより、本体の開口部が形成された位置にも接合部を設けることができる。この接合部(例えば前述の接続具等)を介して、支持体外面の接合部に接合部材を接合することができ、支持体が本体の内部に収容された収容状態において、接合具の全ての外面(底板部の外面、側板部の外面および、支持体における外面)に接合部材を接合可能な構造にすることができる。 In the joining structure of the present invention, since the joining tool has a support, the outer surface exposed to the outside in the state of being housed in the main body becomes a lid plate to the opening (opposite direction of the bottom plate), whereby the main body. A joint can also be provided at the position where the opening is formed. Through this joint (for example, the above-mentioned connector), the joint member can be joined to the joint on the outer surface of the support, and all of the joints are in the housed state in which the support is housed inside the main body. The structure can be such that the joining member can be joined to the outer surface (the outer surface of the bottom plate portion, the outer surface of the side plate portion, and the outer surface of the support).

更に、支持体は、底板部または側板部、あるいは、その両方に当接して固定することができる。なお、この固定の態様については、前述の通り、本体内に挿入可能な支持部によって当接支持される態様等が挙げられる。 Further, the support can be abutted and fixed to the bottom plate portion, the side plate portion, or both of them. As for this fixing mode, as described above, there is a mode in which the support is abutted and supported by a support portion that can be inserted into the main body.

本体と支持体を組み合わせた立体構造である接合具は、従来のプレート状の接合具等と比較すると、本体と支持体が一体となって強度が向上している。このため、例えば、柱材と横架材等の2以上の接合部材の間に配設された状態で、地震等による外力が加わったとしても、接合具は容易に変形あるいは破損することがなく、引き続き接合部材間を高い強度で接合することができる。 Compared with the conventional plate-shaped joints and the like, the joints having a three-dimensional structure in which the main body and the support are combined have improved strength as the main body and the support are integrated. Therefore, for example, even if an external force due to an earthquake or the like is applied in a state where the joint member is arranged between two or more joint members such as a pillar material and a horizontal member, the joint tool is not easily deformed or damaged. , It is possible to continue to join the joining members with high strength.

更に、本発明の接合構造は、接合具が内部に中空領域を有する構造であるため、中実構造の接合具と比較して重量が軽減されている。このため、本発明の接合構造は、接合具が上端に配設された柱材において、生じる長期応力および短期応力を軽減することができる。つまり、接合具が充分な剛性を有しつつも軽量化がなされているため、配設された柱材において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。 Further, in the joining structure of the present invention, since the joining tool has a hollow region inside, the weight is reduced as compared with the joining tool having a solid structure. Therefore, the joining structure of the present invention can reduce the long-term stress and the short-term stress generated in the column material in which the joining tool is arranged at the upper end. In other words, since the joints have sufficient rigidity and are made lighter, it is possible to reduce stress in various directions such as the horizontal direction caused by an external force such as an earthquake in the arranged column material. it can.

更にまた、本発明の接合構造は、接合具の本体と支持体が分離できるため、施工時において、本体に接合部材を接合させた後に、接合部材を接合させた支持体を取り付けることができ、工程を分けて作業できるため、作業性が良い。 Furthermore, in the joining structure of the present invention, since the main body of the joining tool and the support can be separated, it is possible to attach the supporting to which the joining member is joined after joining the joining member to the main body at the time of construction. Workability is good because the work can be divided into separate processes.

そして、本発明の接合構造は、複数の接合部材が、接合具の底板部の外面、側板部の外面、または支持体の外面の中から選択された2以上の外面に接合されることにより、建物における柱梁等のフレームを構成することができる。 Then, in the joining structure of the present invention, a plurality of joining members are joined to two or more outer surfaces selected from the outer surface of the bottom plate portion of the joining tool, the outer surface of the side plate portion, or the outer surface of the support. It is possible to construct a frame such as columns and beams in a building.

「接合部」としては、例えば、接合具と接合部材との間において、いずれか一方に軸部に雄ネジが形成されたネジ部材が設けられ、かつ、他方にネジ部材を螺着可能なネジ孔が設けられた態様が挙げられるが、これに限定するものではなく、各種の公知の接続具を適用することができる。なお、前述の用語「所定の剛性材料」、「側板部、「底板部」および「接合部材」については、先に行った接合具での説明と同じ意味であり、説明を省略する。 As the "joint portion", for example, between the joint tool and the joint member, a screw member having a male screw formed on the shaft portion is provided on one of them, and a screw member can be screwed on the other. An embodiment in which a hole is provided can be mentioned, but the present invention is not limited to this, and various known connectors can be applied. The terms "predetermined rigid material", "side plate portion", "bottom plate portion", and "joining member" have the same meanings as those described above for the joining tool, and the description thereof will be omitted.

また、接合具が、接合部材によって掩蔽されている場合は、接合構造の見た目が良くなり、かつ、耐火性能を向上させることができる。 Further, when the joining tool is covered by the joining member, the appearance of the joining structure can be improved and the fire resistance can be improved.

例えば、本発明の接合構造が、接合具が金属製で接合部材が木材であると共に、室内空間に露出する態様にした場合、接合具が接合部材で掩蔽されることによって、本発明の接合構造は木材のみで組まれたかのような外観となり、設置空間内に、木材の醸し出す落ち着きや癒し、あるいは、優美な外観を提供することができる。 For example, when the joining structure of the present invention is such that the joining tool is made of metal and the joining member is made of wood and is exposed to the indoor space, the joining tool is covered with the joining member, whereby the joining structure of the present invention is formed. Has an appearance as if it were made of only wood, and can provide the calmness, healing, or graceful appearance of wood in the installation space.

ところで、接合構造が金属製の接合具と木材の接合部材からなり、接合具が外面に露出した態様である場合、火災の際に、室内が高温雰囲気下であっても直接炎が当たらなければ、接合部材は表面から徐々に炭化して即時に崩落しないが、接合具は短時間で高温となる。高温となった接合具は、当接する接合部材の接合面およびその近傍を炭化させ、炭化した接合具近傍の接合面は、接合構造全体の荷重を支えきれなくなる。この結果、接合部材の燃焼による全体損壊よりも早く、接合具近傍の損壊が起き、建物の崩落に繋がる傾向があった。 By the way, when the joining structure is composed of a metal joining tool and a wood joining member and the joining tool is exposed to the outer surface, in the event of a fire, even if the room is in a high temperature atmosphere, the flame does not hit directly. , The joining member gradually carbonizes from the surface and does not collapse immediately, but the joining tool becomes hot in a short time. The high temperature joint tool carbonizes the joint surface of the joining member to be in contact with the joint surface and its vicinity thereof, and the joint surface in the vicinity of the carbonized joint tool cannot support the load of the entire joint structure. As a result, damage in the vicinity of the joints occurred earlier than the total damage due to combustion of the joint members, which tended to lead to the collapse of the building.

しかしながら、本発明の接合構造によれば、接合具が接合部材によって掩蔽されていることによって、火災時においても接合具が高温となることを抑制し、接合部材の燃焼による損壊よりも早く接合具近傍部分が損壊することを抑制することができる。 However, according to the joining structure of the present invention, since the joining member is covered by the joining member, it is possible to prevent the joining tool from becoming hot even in the event of a fire, and the joining tool is faster than the damage caused by burning of the joining member. It is possible to prevent the nearby portion from being damaged.

「接合具が接合部材によって掩蔽される」とは、接合部材によって接合具が外観に現れない設計であり、例えば、接合具のサイズを接合部材の接合面よりも小さく設定してもよいし、接合部材同士を接合する面を適宜形状に切欠し、切欠部の縁面を密着させて、接合部に接合具につながる開口が形成されないようにして、この切欠等で接合具が隠れるように設定してもよい。 "The joint tool is covered by the joint member" is a design in which the joint tool does not appear in appearance by the joint member. For example, the size of the joint tool may be set smaller than the joint surface of the joint member. The surface for joining the joining members is notched in an appropriate shape, and the edge surface of the notch is brought into close contact with each other so that an opening connected to the joint is not formed in the joint, and the joint is hidden by this notch or the like. You may.

また、接合部材が、木製の柱材または横架材である場合は、建物に本発明の接合構造による木造軸組工法を適用することができる。そして、例えば、本発明の接合構造が、室内空間に露出する態様にした場合、設置空間内に、木材の醸し出す落ち着きや癒し、あるいは、優美な外観を提供することができる。 When the joining member is a wooden column member or a horizontal member, the wooden frame construction method based on the joining structure of the present invention can be applied to the building. Then, for example, when the joint structure of the present invention is exposed to the indoor space, it is possible to provide the calmness and healing of wood, or the graceful appearance in the installation space.

また、接合部が、板厚方向に貫通した接続具挿通孔が形成され、接続具挿通孔に挿通された接続具を以て、接合部材と接合具とが接合される構造である場合は、接続具挿通孔に挿通した接続具によって、底板部等の外面に接合部材を接合することができる。なお、前述の用語「接続具挿通孔」、「接続具」については、先に行った接合具での説明と同じ意味であり、説明を省略する。また、接合部材の接合は、底板部等の全てに対して行ってもよいし、底板部等の外面の中から選択された2以上の外面に対して行ってもよい。 Further, when the joint portion has a structure in which a connector insertion hole penetrating in the plate thickness direction is formed and the joint member and the joint are joined by the connector inserted through the connector insertion hole, the connector is used. The joining member can be joined to the outer surface of the bottom plate or the like by the connecting tool inserted through the insertion hole. The terms "connector insertion hole" and "connector" have the same meanings as those described above for the joint, and the description thereof will be omitted. Further, the joining members may be joined to all of the bottom plate portion and the like, or to two or more outer surfaces selected from the outer surfaces of the bottom plate portion and the like.

例えば、本発明の接合構造の態様としては、底板部の外面に建物の基礎部から起立した柱材を接合し、側板部の外面に横架材を接合し、かつ、支持体の外面へ上方向に配置される他の柱材を接合する態様が挙げられる。一方、他の使用態様として、底板部と支持体の外面に各々柱材を接合した態様、底板部の外面に柱材を接合し、かつ、側板部の外面に横架材を接合した態様、または、複数の側板部を有する場合に、少なくとも2つの側板部の外面の各々に横架材を接合した態様、のように、用途に応じて、接合部材を接合する部分を選択することができる。 For example, as an aspect of the joining structure of the present invention, a pillar material standing up from the foundation of a building is joined to the outer surface of the bottom plate portion, a horizontal member is joined to the outer surface of the side plate portion, and the support is raised to the outer surface. An aspect of joining other pillar members arranged in the direction can be mentioned. On the other hand, as another usage mode, a pillar material is joined to the outer surface of the bottom plate portion and the support, a pillar material is joined to the outer surface of the bottom plate portion, and a horizontal member is joined to the outer surface of the side plate portion. Alternatively, when a plurality of side plate portions are provided, a portion for joining the joining members can be selected depending on the application, such as a mode in which a horizontal member is joined to each of the outer surfaces of at least two side plate portions. ..

つまり、本発明の接合構造は、用途や施工方法に応じて接合部材を選択的に接合することができる構造であって、汎用性が向上しており、利便性が良い。 That is, the joining structure of the present invention is a structure in which joining members can be selectively joined according to the application and construction method, and the versatility is improved, which is convenient.

また、接続具が、軸部に雄ネジが形成されたネジ部材であり、接合部材が、接合具との接合面にネジ部材を螺着するネジ孔が形成されていると共に、ネジ孔の口縁には、本体あるいは支持体の外面と同程度以上の強度の剛性材料で形成された所定幅の周縁部が、接合面から突出した態様で設けられている場合は、設けられた周縁部によって、接合面における初期剛性が向上すると共に、接続部材の軸方向と交差する方向へ応力が生じた際に、接合部材の接合面の変形を抑制することができる。 Further, the connector is a screw member having a male screw formed on the shaft portion, and the joint member has a screw hole for screwing the screw member on the joint surface with the joint tool, and the mouth of the screw hole. If a peripheral edge having a predetermined width formed of a rigid material having a strength equal to or higher than that of the outer surface of the main body or the support is provided on the edge in a manner protruding from the joint surface, the peripheral edge provided may be used. The initial rigidity of the joint surface is improved, and deformation of the joint surface of the joint member can be suppressed when stress is generated in the direction intersecting the axial direction of the connecting member.

例えば、接合部材として木材を使用する場合の課題として、木材が一般的に圧縮に弱く、所定の剛性を有する接合具との接合面(木口面等であり、比較的軟らかい)において剪断力(接続具の軸方向と交差する方向へ応力)が生じた場合、圧縮応力で接合具が接合部材の接合面を変形させることがあり、初期剛性を上げることが難しかった。 For example, as a problem when wood is used as a joining member, the shearing force (connection) at the joining surface (such as the end surface of the wood, which is relatively soft) with the joining tool in which the wood is generally weak to compression and has a predetermined rigidity. When stress occurs in the direction intersecting the axial direction of the tool), the joint tool may deform the joint surface of the joint member due to compressive stress, and it is difficult to increase the initial rigidity.

しかしながら、前述の構成の周縁部が設けられた本発明の接合構造によれば、接合具の外面には周縁部が当接することになり、これによって、接合部材に剪断力が加わった際にも、硬質な接合具の外面が、軟質な木口面に食い込むこと無く、応力を周縁部で受けるため、当該箇所の剛性が向上し、接合面の変形を抑制することができる。 However, according to the joining structure of the present invention provided with the peripheral edge portion having the above-described configuration, the peripheral edge portion comes into contact with the outer surface of the joining tool, and thereby even when a shearing force is applied to the joining member. Since the outer surface of the hard joint tool receives stress at the peripheral edge portion without biting into the soft wood end surface, the rigidity of the portion is improved and the deformation of the joint surface can be suppressed.

加えて、本発明の接合構造の接合部がネジ部材とネジ孔によるものである場合、前述した周縁部による剛性向上および接合面の変形抑制によって、より高い引き抜き強度が得られる。 In addition, when the joint portion of the joint structure of the present invention is formed by a screw member and a screw hole, higher pull-out strength can be obtained by improving the rigidity and suppressing deformation of the joint surface by the peripheral portion described above.

「軸部に雄ネジが形成されたネジ部材」としては、例えば、ボルトやネジが挙げられるが、これに限定するものではなく、寸切りボルト等であってもよい。 Examples of the "screw member having a male screw formed on the shaft portion" include, but are not limited to, bolts and screws, and may be shredded bolts and the like.

「接合面から突出した態様」としては、例えば、接合部材の接合面(木口面等)から0.5mm突出した態様が挙げられるが、これに限定するものではなく、0.1mm〜1mm程度突き出す態様であってもよい。なお、0.1mm未満であると、接合面の変形抑制効果が現れにくいので、好ましくない。また、1mmを超えると、接合具の外面と離れすぎて、周縁部近傍で応力集中が起きるおそれがあるため、好ましくない。 Examples of the "mode protruding from the joint surface" include, but are not limited to, a mode in which the joint member protrudes 0.5 mm from the joint surface (wood end surface, etc.), and the mode is not limited to this, and projects from about 0.1 mm to 1 mm. It may be an embodiment. If it is less than 0.1 mm, the effect of suppressing deformation of the joint surface is unlikely to appear, which is not preferable. Further, if it exceeds 1 mm, it is not preferable because it may be too far from the outer surface of the joint and stress concentration may occur in the vicinity of the peripheral edge portion.

「本体あるいは支持体と同程度以上の強度の剛性材料で形成」とは、例えば、周縁部の構成材に本体あるいは支持体と同一の構成材を使用することが挙げられるが、これに限定するものではなく、周縁部の構成材として本体あるいは支持体よりも硬質な構成材を採用してもよい。なお、周縁部の構成材として本体あるいは支持体よりも若干軟質な(剛性が低い)構成材を採用することを除外するものではないが、前述した接合面の変形抑制効果を鑑みると、好ましくない。 "Formed with a rigid material having a strength equal to or higher than that of the main body or the support" means, for example, using the same constituent material as the main body or the support for the constituent material of the peripheral portion, but is limited to this. Instead, a constituent material harder than the main body or the support may be adopted as the constituent material of the peripheral portion. It should be noted that it is not excluded to use a constituent material that is slightly softer (less rigid) than the main body or the support as the constituent material of the peripheral portion, but it is not preferable in view of the above-mentioned effect of suppressing deformation of the joint surface. ..

上記の目的を達成するために本発明の接合方法は、所定の剛性材料で形成された底板部と側板部を有し、底板部の対向方向に側板部で囲まれた開口部が形成された中空構造の本体、および、所定の剛性材料で形成され、本体に取り付け可能であると共に、本体への取り付け状態で底板部の対向方向に配置される蓋板部を含む構造の支持体を有する接合具に対し、接合部を介して、底板部の外面、側板部の外面または蓋板部の外面の中から選択された2以上の外面へ複数の接合部材を接合して行うものである。 In order to achieve the above object, the joining method of the present invention has a bottom plate portion and a side plate portion formed of a predetermined rigid material, and an opening surrounded by the side plate portions is formed in the direction opposite to the bottom plate portion. A joint having a hollow structure main body and a support having a structure including a lid plate portion which is formed of a predetermined rigid material and can be attached to the main body and which is arranged in the opposite direction of the bottom plate portion when attached to the main body. A plurality of joining members are joined to the tool via a joining portion to two or more outer surfaces selected from the outer surface of the bottom plate portion, the outer surface of the side plate portion, or the outer surface of the lid plate portion.

ここで、本発明の接合方法は、接合具の本体が、所定の剛性材料で形成された底板部と側板部を有することにより、中空構造の箱型となり、外力による変形が起きにくくすることができる。また、本体は、接合部を介して、底板部あるいは側板部の外面に接合部材を接合することができる。 Here, in the joining method of the present invention, since the main body of the joining tool has a bottom plate portion and a side plate portion formed of a predetermined rigid material, it becomes a box shape having a hollow structure and is less likely to be deformed by an external force. it can. Further, the main body can join the joining member to the outer surface of the bottom plate portion or the side plate portion via the joining portion.

そして、本発明の接合方法は、接合具が支持体を有することにより、本体への取り付け状態で外部に露出する外面が、開口部(底板の対向方向)への蓋板となり、これにより、本体の開口部が形成された位置にも接合部を設けることができる。この接合部(例えば前述の接続具等)を介して、支持体外面の接合部に接合部材を接合することができ、支持体を本体に取り付けた状態において、接合具の全ての外面(底板部の外面、側板部の外面および、支持体における外面)に接合部材を接合可能な構造にすることができる。 Then, in the joining method of the present invention, since the joining tool has a support, the outer surface exposed to the outside in the state of being attached to the main body becomes a lid plate to the opening (opposite direction of the bottom plate), whereby the main body. A joint can also be provided at the position where the opening is formed. The joint member can be joined to the joint portion on the outer surface of the support through this joint portion (for example, the above-mentioned connector), and when the support is attached to the main body, all the outer surfaces (bottom plate portion) of the joint tool can be joined. The structure can be such that the joining member can be joined to the outer surface, the outer surface of the side plate portion, and the outer surface of the support.

更に、支持体は、本体に取り付けることができ、この取り付けの態様については、前述の通り、本体内に挿入可能な支持部によって当接支持される態様等が挙げられる。 Further, the support can be attached to the main body, and as described above, the support can be abutted and supported by a support portion that can be inserted into the main body.

本体と支持体を組み合わせた立体構造である接合具は、従来のプレート状の接合具等と比較すると、本体と支持体が一体となって強度が向上している。このため、本発明の接合方法によれば、例えば、柱材と横架材等の2以上の接合部材の間に配設された状態で、地震等による外力が加わったとしても、接合具は容易に変形あるいは破損することがなく、引き続き接合部材間を高い強度で接合することができる。 Compared with the conventional plate-shaped joints and the like, the joints having a three-dimensional structure in which the main body and the support are combined have improved strength as the main body and the support are integrated. Therefore, according to the joining method of the present invention, for example, even if an external force due to an earthquake or the like is applied in a state of being arranged between two or more joining members such as a pillar material and a horizontal member, the joining tool is It is not easily deformed or damaged, and the joining members can be continuously joined with high strength.

更に、本発明の接合構造は、接合具が内部に中空領域を有する構造であるため、中実構造の接合具と比較して重量が軽減されている。このため、本発明の接合方法によれば、接合具が上端に配設された柱材において、生じる長期応力および短期応力を軽減することができる。つまり、接合具が充分な剛性を有しつつも軽量化がなされているため、配設された柱材において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。 Further, in the joining structure of the present invention, since the joining tool has a hollow region inside, the weight is reduced as compared with the joining tool having a solid structure. Therefore, according to the joining method of the present invention, it is possible to reduce the long-term stress and the short-term stress generated in the column material in which the joining tool is arranged at the upper end. In other words, since the joints have sufficient rigidity and are made lighter, it is possible to reduce stress in various directions such as the horizontal direction caused by an external force such as an earthquake in the arranged column material. it can.

更にまた、本発明の接合方法によれば、接合具の本体と支持体が分離できるため、施工時において、本体に接合部材を接合させた後に、接合部材を接合させた支持体を取り付けることができ、工程を分けて作業できるため、作業性が良い。 Furthermore, according to the joining method of the present invention, since the main body of the joining tool and the support can be separated, it is possible to attach the supporting to which the joining member is joined after joining the joining member to the main body at the time of construction. Workability is good because the work can be done in separate processes.

そして、本発明の接合方法によれば、複数の接合部材が、接合具の底板部の外面、側板部の外面または支持体(蓋板部)の外面の中から選択された2以上の外面に接合されることにより、建物における柱梁等のフレームを構成することができる。 Then, according to the joining method of the present invention, a plurality of joining members are formed on two or more outer surfaces selected from the outer surface of the bottom plate portion of the joining tool, the outer surface of the side plate portion, or the outer surface of the support (lid plate portion). By joining, it is possible to form a frame such as columns and beams in a building.

なお、前述の用語「所定の剛性材料」、「側板部」、「底板部」「接合部材」、および「接合部」については、先に行った接合具および接合構造での説明と同じ意味で使用しており、説明を省略する。 The terms "predetermined rigid material", "side plate portion", "bottom plate portion", "joining member", and "joining portion" have the same meanings as those described above in the joining tool and joining structure. It is used, and the description is omitted.

本発明によれば、柱材と横架材を組み合わせる軸組工法において、従来の接合具を使用した接合構造よりも、被接合部材間を高い強度で接合することができる接合具、接合構造、および接合方法を提供することができる。 According to the present invention, in a frame construction method in which a column member and a horizontal member are combined, a joining tool, a joining structure, which can join members to be joined with higher strength than a joining structure using a conventional joining tool, And a joining method can be provided.

本発明に係る接合具の一実施の形態を示し、(a)は上方から見た斜視図、(b)は分解斜視説明図である。An embodiment of the joining tool according to the present invention is shown, (a) is a perspective view seen from above, and (b) is an exploded perspective explanatory view. 図1に示す接合具の本体であり、(a)は上方から見た斜視図、(b)は下方から見た斜視図である。The main body of the joint shown in FIG. 1, (a) is a perspective view seen from above, and (b) is a perspective view seen from below. 図2に示す本体であり、(a)は平面図、(b)は図2(b)におけるA−A断面図である。The main body is shown in FIG. 2, (a) is a plan view, and (b) is a sectional view taken along the line AA in FIG. 2 (b). 図2に示す本体であり、(a)は図2(b)におけるB−B断面図、(b)は図2(b)におけるC−C断面図である。The main body is shown in FIG. 2, where FIG. 2A is a sectional view taken along line BB in FIG. 2B, and FIG. 2B is a sectional view taken along line CC in FIG. 2B. 図1に示す接合具の支持体であり、(a)は上方から見た斜視図、(b)は下方から見た斜視図である。It is a support of the joint shown in FIG. 1, (a) is a perspective view seen from above, and (b) is a perspective view seen from below. 図1に示す接合具における本体と支持体の固定構造を示すと共に、接合具と接合部材との取り付け態様を示す正面視説明図である。It is a front view explanatory view which shows the fixing structure of a main body and a support in the joint tool shown in FIG. 1, and also shows the attachment mode of a joint tool and a joint member. 本発明の接合構造を示す斜視図であり、(a)は6面全てに接合部材が接合された態様、(b)は3つの側面と上下面の合計5面に接合部材が接合された態様、(c)は2つの側面と下面の合計3面に接合部材が接合された態様である。It is a perspective view which shows the bonding structure of this invention, (a) is a mode in which a bonding member is bonded to all 6 surfaces, (b) is a mode in which a bonding member is bonded to a total of 5 surfaces of 3 side surfaces and upper and lower surfaces. , (C) is an embodiment in which the joining member is joined to a total of three surfaces, two side surfaces and a lower surface. 図7(a)に示す接合構造であり、(a)は上方から見た分解斜視説明図、(b)は下方から見た分解斜視説明図である。7A shows a joint structure, FIG. 7A is an explanatory view of an exploded perspective view seen from above, and FIG. 7B is an explanatory view of an exploded perspective view seen from below. 図7(a)に示す接合部材を接合面側から見た斜視図である。FIG. 7 is a perspective view of the joining member shown in FIG. 7A as viewed from the joining surface side. 図9に示す接合部材の構造を示す断面視説明図である。It is sectional drawing explanatory view which shows the structure of the joint member shown in FIG. 図6に示す蓋板部と接合部材の接合箇所の一部拡大説明図である。It is a partially enlarged explanatory view of the joint portion of the lid plate portion and the joint member shown in FIG. 図9に示す接合部材の接合面側の加工手順を示す説明図である。It is explanatory drawing which shows the processing procedure of the joint surface side of the joint member shown in FIG. 接合部材の接合面の形成手順を示すフローチャートである。It is a flowchart which shows the formation procedure of the joint surface of a joint member. 本発明の変形例を示し、(a)は接合具の側板部の配置が平面視三角形である態様(変形例1)であり、(b)は接合具の側板部の配置が平面視五角形である態様(変形例2)である。A modification of the present invention is shown, (a) is an embodiment in which the side plate portion of the joint is arranged in a triangular shape in a plan view (modification example 1), and (b) is a pentagon in a plan view in which the side plate portion of the joint is arranged in a pentagonal view. It is a certain aspect (modification example 2). 本発明の変形例を示し、接合具の側板部の配置が平面視円形である態様(変形例3)である。A modification of the present invention is shown, and the arrangement of the side plate portion of the joint is circular in a plan view (modification example 3). 本発明の変形例を示し、接合部材の接合面の他の態様(変形例4)である。A modification of the present invention is shown, which is another aspect of the joint surface of the joining member (modification example 4). 非特許文献1記載の従来技術を示しており、(a)は羽子板ボルトの斜視図、(b)は羽子板ボルトの使用状態説明図である。The prior art described in Non-Patent Document 1 is shown, (a) is a perspective view of a wing plate bolt, and (b) is an explanatory view of a usage state of the wing plate bolt.

図1ないし図16を参照して、本発明の実施の形態を更に詳細に説明する。なお、以下の説明は、〔接合構造〕、〔接合具〕、〔接合部材〕、〔接合方法〕、〔接合部材の接合面の加工方法〕の順序により行う。また、各図における符号は、煩雑さを軽減し理解を容易にする必要な範囲内で付しており、同一符号が付される複数の同等物についてはその一部にのみ符号を付す場合がある。 Embodiments of the present invention will be described in more detail with reference to FIGS. 1 to 16. The following description will be given in the order of [joining structure], [joining tool], [joining member], [joining method], and [processing method of the joining surface of the joining member]. In addition, the reference numerals in each figure are attached to the extent necessary to reduce complexity and facilitate understanding, and in some cases, only a part of the plurality of equivalents having the same reference numeral is attached. is there.

〔接合構造〕
図6乃至図8に示すように、接合構造1は、接合具2と接合部材3により構成されている。接合具2と接合部材3については、以下詳述する。
[Joined structure]
As shown in FIGS. 6 to 8, the joining structure 1 is composed of a joining tool 2 and a joining member 3. The joining tool 2 and the joining member 3 will be described in detail below.

〔接合具〕
図1(a)を参照する。接合具2は、立方体であって角部が面取りされた形状であり、本体21と、支持体23を備える。接合具2は、ステンレススチール製であるが、前述の通り他の剛性材料であってもよく、その場合「剛性材料」は難変形性を有すると共に、耐候性を有する材料であることが好ましい。
[Joining tool]
See FIG. 1 (a). The joint 2 is a cube and has a chamfered corner, and includes a main body 21 and a support 23. The joint tool 2 is made of stainless steel, but may be made of another rigid material as described above. In that case, the "rigid material" is preferably a material having resistance to deformation and weather resistance.

図1乃至図4、図6を参照し、本体21について説明する。本体21は、底板部211と、底板部211の周縁から立設した4面の側板部212a、212b、212c、212d(以下、まとめて説明する際には「212a〜d」という)とにより構成され、そして、底板部211の対抗方向が開口した(当該部分を以下「開口部215」という)中空構造である。 The main body 21 will be described with reference to FIGS. 1 to 4 and 6. The main body 21 is composed of a bottom plate portion 211 and four side plate portions 212a, 212b, 212c, 212d (hereinafter, referred to as “212a to d” when collectively described) erected from the peripheral edge of the bottom plate portion 211. It is a hollow structure in which the bottom plate portion 211 is opened in the opposite direction (the portion is hereinafter referred to as "opening 215").

なお、底板部211および側板部212a〜dは、面取りされた角部を除き、外面が平坦に構成されている。 The bottom plate portions 211 and the side plate portions 212a to 212a to d have flat outer surfaces except for the chamfered corners.

側板部212a〜dの開口部215に沿った領域には、上部面取り部分216a、216b、216c、216d(以下、まとめて説明する際には「216a〜d」という)が形成されている。より詳しくは、側板部212aには上部面取り部分216aが、側板部212bには上部面取り部分216bが、側板部212cには上部面取り部分216cが、側板部212dには上部面取り部分216dが、それぞれ形成されている。 Upper chamfered portions 216a, 216b, 216c, and 216d (hereinafter, referred to as "216a to d" when collectively described) are formed in the region along the opening 215 of the side plate portions 212a to d. More specifically, the side plate portion 212a has an upper chamfered portion 216a, the side plate portion 212b has an upper chamfered portion 216b, the side plate portion 212c has an upper chamfered portion 216c, and the side plate portion 212d has an upper chamfered portion 216d. Has been done.

側板部212a〜dの底板部211に沿った辺部には、下部面取り部分217a、217b、217c、217d(以下、まとめて説明する際には「217a〜d」という)が形成されている。より詳しくは、側板部212aには下部面取り部分217aが、側板部212bには下部面取り部分217bが、側板部212cには下部面取り部分217cが、側板部212dには下部面取り部分217dが、それぞれ形成されている。 Lower chamfered portions 217a, 217b, 217c, and 217d (hereinafter, referred to as "217a to d" when collectively described) are formed on the side portions of the side plate portions 212a to d along the bottom plate portions 211. More specifically, the side plate portion 212a has a lower chamfered portion 217a, the side plate portion 212b has a lower chamfered portion 217b, the side plate portion 212c has a lower chamfered portion 217c, and the side plate portion 212d has a lower chamfered portion 217d. Has been done.

上部面取り部分216a〜dの幅方向略中央と下部面取り部分217a〜dの幅方向略中央には、後述する固定具5を取り付け可能な固定具用ネジ孔218(前述の「固定具挿通孔」に相当)が各々1つ(合計8つ)形成されている(図2参照)。なお、固定具5は、本体21から支持体23が離脱しないように固定する部材であり、本実施形態ではイモネジを採用している(図6参照)が、これに限定するものではなく、支持体23を離脱不能に固定可能であれば、各種の止めネジ等の部材であってもよい。 Screw holes 218 for fixtures to which the fixture 5 described later can be attached are substantially in the center of the upper chamfered portions 216a to 216 in the width direction and substantially in the width direction of the lower chamfered portions 217a to 217 (the above-mentioned "fixing fixture insertion hole"). (Equivalent to) are formed one by one (eight in total) (see FIG. 2). The fixture 5 is a member that fixes the support 23 so as not to separate from the main body 21, and in the present embodiment, a set screw is adopted (see FIG. 6), but the present invention is not limited to this, and the support 5 is supported. As long as the body 23 can be fixed so as not to be detached, it may be a member such as various set screws.

固定具用ネジ孔218は、孔壁に雌ネジが螺刻された孔であり、側板部212a〜dの外面から内面まで貫通し、後述するリブ214a等に重複する位置に穿設されている(特に図2(a)、図3(a)参照)。また、固定具用ネジ孔218の各々は、上部面取り部分216a〜dあるいは下部面取り部分217a〜dと直交する方向に穿設されており、上部面取り部分216a〜dの設けられた孔の方向は、本体21の中心に向かって下り傾斜しており、下部面取り部分217a〜dの設けられた孔の方向は、本体21の中心に向かって上り傾斜している(特に図4(a)参照)。 The screw hole 218 for the fixture is a hole in which a female screw is screwed into the hole wall, penetrates from the outer surface to the inner surface of the side plate portions 212a to d, and is bored at a position overlapping the rib 214a or the like described later. (In particular, see FIGS. 2 (a) and 3 (a)). Further, each of the screw holes 218 for the fixture is bored in a direction orthogonal to the upper chamfered portions 216a to d or the lower chamfered portions 217a to d, and the direction of the holes provided in the upper chamfered portions 216a to d is , The direction of the holes provided in the lower chamfered portions 217a to 217 is inclined upward toward the center of the main body 21 (see particularly FIG. 4A). ..

なお、固定具用ネジ孔218は、接合具2と接合部材3の接合に使用するほか、例えば、接合構造1において対角位置にある他の接合具2との間で、必要に応じて、垂直ブレースのような補強材等の接続部分を取り付けることも可能であり、接合構造1の補強等のために使用することができる。 The fixing screw holes 218 are used for joining the joining tool 2 and the joining member 3, and for example, between the joining tool 2 and another joining tool 2 at a diagonal position in the joining structure 1, if necessary. It is also possible to attach a connecting portion such as a reinforcing material such as a vertical brace, and it can be used for reinforcing the joint structure 1.

側板部212aと側板部212bが接合する角部、側板部212bと側板部212cが接合する角部、側板部212cと側板部212dが接合する角部、および、側板部212dと側板部212aが接合する角部、には縦方向の面取り部分(符号省略)が、それぞれ形成されている。 The corner where the side plate 212a and the side plate 212b are joined, the corner where the side plate 212b and the side plate 212c are joined, the corner where the side plate 212c and the side plate 212d are joined, and the side plate 212d and the side plate 212a are joined. A chamfered portion (reference numeral omitted) in the vertical direction is formed at each of the corner portions.

各縦方向の面取り部分の高さ方向略中央には、本体21の内外方向に貫通すると共に、孔壁に雌ネジが螺刻された、予備孔219が穿設されている。なお、予備孔219は、接合具2と接合部材3の接合に直接的に使用するものではないが、例えば、接合構造1において対角位置にある他の接合具2との間で、必要に応じて、水平ブレースのような補強材等の接続部分を取り付け可能な孔であり、接合構造1の補強等のために使用することができる。また、長尺なイモネジ等を、その先端が支持部232に当たるまで螺挿することで、後述する支持体23の支持部232を斜め方向から支持することも可能である。 A spare hole 219 is formed in the substantially center of each vertical chamfered portion in the height direction, which penetrates the main body 21 in the inner and outer directions and has a female screw screwed into the hole wall. The spare hole 219 is not directly used for joining the joining tool 2 and the joining member 3, but is required, for example, between the joining tool 2 and another joining tool 2 at a diagonal position in the joining structure 1. Correspondingly, it is a hole to which a connecting portion such as a reinforcing material such as a horizontal brace can be attached, and can be used for reinforcing the joint structure 1 or the like. Further, it is also possible to support the support portion 232 of the support body 23, which will be described later, from an oblique direction by screwing in a long set screw or the like until the tip thereof hits the support portion 232.

底板部211および側板部212a〜dには、板厚方向に貫通した接続具挿通孔213が形成されている。接続具挿通孔213は、底板部211等において、各角方向寄りに1つずつ(合計4箇所)形成されている。そして、各接続具挿通孔213は、内面に加工が無い孔であって、後述する接続ボルトの軸部よりも僅かに径大な孔径に形成され、挿通した軸部との間でガタつきが出ないようにしてある。 The bottom plate portions 211 and the side plate portions 212a to 212a to d are formed with connector insertion holes 213 penetrating in the plate thickness direction. The connector insertion holes 213 are formed in the bottom plate portion 211 and the like, one at each angle direction (four locations in total). Each connector insertion hole 213 is a hole with no processing on the inner surface, and is formed to have a hole diameter slightly larger than the shaft portion of the connection bolt described later, so that there is rattling between the connector and the inserted shaft portion. I try not to come out.

本体21の内部空間には、側板部212a〜dの各々の内面から底板部211上面の一部に沿ってリブ214a、214b、214c、214d(以下、まとめて説明する際には「214a〜d」等という)が形成されている。すなわち、本体21の内部空間に形成されたリブは、側板部毎に1条(合計4条)形成されている。 In the internal space of the main body 21, ribs 214a, 214b, 214c, 214d along a part of the upper surface of the bottom plate portion 211 from the inner surface of each of the side plate portions 212a to d (hereinafter, "214a to d" will be described collectively. "Etc.) is formed. That is, one rib (four in total) is formed for each side plate portion of the rib formed in the internal space of the main body 21.

更に詳しくは、リブ214aは、側板部214aの内面の高さ方向(開口部215から底板部211上面)に亘って形成された略L字状である。また、リブ214aにおいて、本体21の内部空間中央側に面した端面は、鉛直方向に垂下し、途中から底板部211の中央方向へ下り傾斜した形状である。なお、リブ214b〜dについては、同様の構成であるため、個別の説明は省略する。 More specifically, the rib 214a has a substantially L-shape formed over the height direction of the inner surface of the side plate portion 214a (from the opening 215 to the upper surface of the bottom plate portion 211). Further, in the rib 214a, the end surface of the main body 21 facing the center side of the internal space hangs down in the vertical direction and is inclined downward from the middle toward the center of the bottom plate portion 211. Since the ribs 214b to d have the same configuration, individual description thereof will be omitted.

図1、図4および図6を参照し、支持体23について説明する。支持体23は、蓋板部231と、蓋板部231の内面に設けられ、本体21の内部空間(中空領域)に挿入可能な大きさの支持部232を有する。 The support 23 will be described with reference to FIGS. 1, 4 and 6. The support 23 is provided on the inner surface of the lid plate portion 231 and the lid plate portion 231 and has a support portion 232 having a size that can be inserted into the internal space (hollow region) of the main body 21.

蓋板部231は、外面が平坦であり、本体21の開口部215(すなわち、底板部211の対向方向)を閉塞可能な大きさ、かつ、底板部211および側板部212a〜dよりも僅かに厚い厚さ(底板部等の厚さの1.5〜1.6倍程度)に形成されている。 The lid plate portion 231 has a flat outer surface, has a size capable of closing the opening 215 of the main body 21 (that is, the direction facing the bottom plate portion 211), and is slightly larger than the bottom plate portion 211 and the side plate portions 212a to 212a to d. It is formed to have a thick thickness (about 1.5 to 1.6 times the thickness of the bottom plate and the like).

蓋板部231は、平面視で概略正方形であり、各辺の略中央部分に、蓋板部の中心方向に窪んだ形状の第1切欠部233が形成され、各第1切欠部233が、本体21の開口部215に形成されたリブ214a〜dの上端と係合可能に構成されている。 The lid plate portion 231 is substantially square in a plan view, and a first notch portion 233 having a shape recessed in the central direction of the lid plate portion is formed in a substantially central portion of each side, and each first notch portion 233 is formed. It is configured to be engageable with the upper ends of the ribs 214a to 214 formed in the opening 215 of the main body 21.

蓋板部231には、板厚方向に貫通した接続具挿通孔234が形成されている。接続具挿通孔234は、蓋板部231において、中央から各角方向寄りに1つずつ(合計4箇所)形成されている。また、接続具挿通孔234は、各孔の軸心方向と支持部232が重ならないように配設されている。 The lid plate portion 231 is formed with a connector insertion hole 234 penetrating in the plate thickness direction. The connector insertion holes 234 are formed in the lid plate portion 231 one by one (a total of four locations) from the center toward each angle direction. Further, the connector insertion hole 234 is arranged so that the axial direction of each hole and the support portion 232 do not overlap.

各接続具挿通孔213は、内面に加工が無い孔であって、後述する接続ボルトの軸部よりも僅かに径大な孔径に形成され、挿通した軸部との間でガタつきが出ないようにしてある。 Each connector insertion hole 213 is a hole with no processing on the inner surface, and is formed to have a hole diameter slightly larger than the shaft portion of the connection bolt described later, so that there is no rattling with the inserted shaft portion. It is done like this.

支持部232は、隣接する片部が軸心部分で直交する、略十字柱形状である。支持部232は、先端面235が底板部211の上面に当接する長さであると共に、各側端面(側端面236)がリブ214a〜dの端面と当接する幅に設けられている。 The support portion 232 has a substantially cross-shaped column shape in which adjacent pieces are orthogonal to each other at the axial center portion. The support portion 232 is provided with a length such that the tip surface 235 abuts on the upper surface of the bottom plate portion 211 and a width at which each side end surface (side end surface 236) abuts on the end faces of the ribs 214a to d.

支持部232は、各片部において、軸方向に傾斜して形成された、第2切欠部237と第3切欠部238を有している。 The support portion 232 has a second notch portion 237 and a third notch portion 238 formed so as to be inclined in the axial direction in each one portion.

第2切欠部237は、蓋板部231との固着箇所近傍に形成されている。支持部232の中心軸方向へ切り欠かれた形状で、第2切欠部の一番深い隅部分が略直角に形成されている。 The second notch portion 237 is formed in the vicinity of the portion where the lid plate portion 231 is fixed. The shape is cut out in the direction of the central axis of the support portion 232, and the deepest corner portion of the second cutout portion is formed at a substantially right angle.

第3切欠部238は、支持部232の軸方向先部に形成されており、側端面236から先端面235方向へ傾斜している。つまり、第3切欠部は、本体21内に支持部232が挿入した状態において、リブ214a〜dの下方にある傾斜した端面(換言すると、本体21の内面)に当接支持される形状に設けられている。 The third notch 238 is formed at the axially tip portion of the support portion 232, and is inclined from the side end surface 236 toward the tip surface 235. That is, the third notch is provided in a shape that abuts and supports the inclined end surface (in other words, the inner surface of the main body 21) below the ribs 214a to d when the support portion 232 is inserted into the main body 21. Has been done.

本実施の形態では、前述の「接続具」として、長手方向に雄ネジが螺刻された軸部41を有し、六角のネジ頭を有する接続ボルト4を使用している。 In the present embodiment, as the above-mentioned "connector", a connection bolt 4 having a shaft portion 41 in which a male screw is threaded in the longitudinal direction and having a hexagonal screw head is used.

〔接合部材〕
接合部材3は、無垢材の磨き丸太である柱材31a、31b(以下、まとめて説明する際には「31a〜b」という)と横架材32a、32b、32c、32d(以下、まとめて説明する際には「32a〜d」という)により構成され、接合具2と組み合わせることで、建物に木造軸組工法を適用することができる。接合部材3は、両方の端面(すなわち木口面)が接合面35を構成し、接合具2との接合箇所となる。接合面35については以下で詳述する。
[Joining member]
The joining member 3 includes pillar members 31a and 31b (hereinafter, collectively referred to as “31a to b”) and horizontal members 32a, 32b, 32c and 32d (hereinafter collectively referred to as “31a to” b), which are polished logs made of solid wood. In the description, it is composed of "32a to d"), and by combining with the joint tool 2, the wooden frame construction method can be applied to the building. In the joining member 3, both end faces (that is, the end faces) form the joining surface 35, which serves as a joining portion with the joining tool 2. The joint surface 35 will be described in detail below.

また、柱材31a〜bと横架材32a〜dは、無垢材の磨き丸太であり、乾燥による割れ防止のため、木口面から所定の深さ、および長さの背割り33が形成されている。 Further, the pillar members 31a to 31b and the horizontal members 32a to d are solid wood polished logs, and a back split 33 having a predetermined depth and length is formed from the end surface of the wood to prevent cracking due to drying. ..

なお、図6、図7(a)、図8においては、接合具2の全ての面に接合部材3が接合された態様であるが、前述の通り、接合部材3は、接合具2の底板部211の外面、側板部212a〜dの外面または蓋板部231の外面の中から、施工者等が所望し選択する2〜5つの外面に接合することができる。 In addition, in FIG. 6, FIG. 7A, and FIG. 8, the joining member 3 is joined to all the surfaces of the joining tool 2, but as described above, the joining member 3 is the bottom plate of the joining tool 2. It can be joined to 2 to 5 outer surfaces desired and selected by the installer or the like from the outer surface of the portion 211, the outer surfaces of the side plate portions 212a to d, or the outer surface of the lid plate portion 231.

これによって、所望する接合構造で柱梁等を構成することができ、構成例としては、例えば、図7(b)に示すように、接合具2の3つの側面と上下面の合計5面に接合部材3が接合された態様、または、図7(c)に示すように、接合具2の2つの側面と下面の3面に接合部材3が接合された態様が挙げられる。 As a result, a column beam or the like can be configured with a desired joint structure, and as a configuration example, for example, as shown in FIG. 7B, the three side surfaces of the joint tool 2 and the upper and lower surfaces are formed on a total of five surfaces. Examples thereof include a mode in which the joining member 3 is joined, or a mode in which the joining member 3 is joined to two side surfaces and three lower surfaces of the joining tool 2 as shown in FIG. 7C.

より詳しくは、図7(b)では、側板部212aに横架材32aが、側板部212bに横架材32bが、側板部212cに横架材32cが、蓋板部231に柱材31aが、底板部211に柱材31bが、各々接合されている。また、図7(c)では、側板部212bに横架材32bが、側板部212cに横架材32cが、底板部211に柱材31bが、各々接合されている。 More specifically, in FIG. 7B, the side plate portion 212a has a horizontal member 32a, the side plate portion 212b has a horizontal member 32b, the side plate portion 212c has a horizontal member 32c, and the lid plate portion 231 has a pillar material 31a. , The pillar member 31b is joined to the bottom plate portion 211, respectively. Further, in FIG. 7C, a horizontal member 32b is joined to the side plate portion 212b, a horizontal member 32c is joined to the side plate portion 212c, and a pillar member 31b is joined to the bottom plate portion 211.

柱材31a〜bと横架材32a〜dは、木口面近傍の周面から、接合面となる木口面に向かって所定角度でカットしたカット面34が形成されている。本実施の形態では、カット面34は、接合面が正方形になるように四方向から、合計4面が形成されている。なお、各カット面34は、幅方向略中央に、傾斜に沿ってカット面34の全長に亘る、1条の切欠溝341が形成されている(図9参照)。 The pillar members 31a to 31b and the horizontal members 32a to 32d have a cut surface 34 cut at a predetermined angle from the peripheral surface near the end surface to the end surface to be the joint surface. In the present embodiment, the cut surface 34 is formed with a total of four surfaces from four directions so that the joint surface becomes a square. In addition, each cut surface 34 is formed with one notch groove 341 along the inclination along the entire length of the cut surface 34 at substantially the center in the width direction (see FIG. 9).

カット面34が形成されていることにより、柱材31a〜bあるいは横架材32a〜dを接合具2に接合した際に、柱材31a〜bおよび横架材32a〜dの隣接するカット面34が略相対し、先端側が密着することで、組み継ぎ工法のように接合面近傍を見えなくする(すなわち、接合部材3によって接合具2を掩蔽する)ことができる。 Since the cut surface 34 is formed, when the column members 31a to 31a to b or the horizontal members 32a to d are joined to the joint tool 2, the adjacent cut surfaces of the column members 31a to b and the horizontal members 32a to d are adjacent to each other. When the 34s are substantially opposed to each other and the tip side is in close contact with each other, the vicinity of the joint surface can be made invisible (that is, the joint member 2 covers the joint tool 2) as in the joint joint method.

切欠溝341は、事前に、または、接合具2と接合した後に形成され、柱材31a〜bあるいは横架材32a〜dの接合によって隠れる接合具2の固定具用ネジ孔218および予備孔219の孔口が利用できる(すなわち、固定具5を螺挿できる)位置、深さであり、かつ、柱材31a等の美観を損ねないように極力狭い幅(固定具5よりも僅かに幅広)に形成されている(特に図6、図8および図9参照)。 The notch groove 341 is formed in advance or after joining with the joining tool 2, and is hidden by joining the column members 31a to 31a to the horizontal members 32a to d, and the screw holes 218 and the spare holes 219 for the fixing tool of the joining tool 2 are hidden. The position and depth at which the hole can be used (that is, the fixture 5 can be screwed in), and the width is as narrow as possible so as not to spoil the aesthetic appearance of the pillar 31a or the like (slightly wider than the fixture 5). (See especially FIGS. 6, 8 and 9).

なお、接合具2が接合部材3によって外観に現れないようにするため、接合部材3は、その木口の直径が接合具2の縦横の寸法の1.2〜2倍程度であることが好ましい。なお、1.2倍未満であると、接合部材3で接合具2が掩蔽されにくくなるため、好ましくない。また、2倍を超えると、接合部材3の接合面全体に対して、接合具2と接合部材3との接合面の面積比の差が大きくなって剪断力等の外力に対抗しきれなくなり、接合強度が低下するおそれがあるためである。 In order to prevent the joining member 2 from appearing in the appearance by the joining member 3, it is preferable that the diameter of the end of the joining member 3 is about 1.2 to 2 times the vertical and horizontal dimensions of the joining member 2. If it is less than 1.2 times, it is difficult for the joining member 2 to cover the joining tool 2, which is not preferable. On the other hand, if it exceeds twice, the difference in the area ratio of the joint surface between the joint tool 2 and the joint member 3 becomes large with respect to the entire joint surface of the joint member 3, and it becomes impossible to withstand the external force such as shearing force. This is because the joint strength may decrease.

図6、図8および図9を参照して、接合面35について説明する。なお、図9では、横架材32aの接合面35を示しているが、柱材31a〜bと横架材32a〜dの両端面に構成された接合面は、概ね共通する構成であるため、個別の説明を省略する。横架材32aは自然物であるため、太さ等の多少の大小はあるが、後述する接続ボルト4を螺挿する接続具用ネジ孔36等の配置は同じである。 The joint surface 35 will be described with reference to FIGS. 6, 8 and 9. In addition, although FIG. 9 shows the joint surface 35 of the horizontal member 32a, since the joint surfaces formed on both end faces of the column members 31a to 31a and the horizontal members 32a to d are generally the same structure. , Individual description is omitted. Since the horizontal member 32a is a natural object, there are some differences in thickness and the like, but the arrangement of the screw holes 36 for the connector for screwing the connection bolt 4 described later is the same.

接合面35は、正面視で概略正方形であり、各辺の略中央に、切欠溝341の端部が現れている。また、図9で接合面35の上辺から接合面35中央に掛けて、鉛直方向に背割り33の端部が現れている。 The joint surface 35 is substantially square when viewed from the front, and the end portion of the notch groove 341 appears at substantially the center of each side. Further, in FIG. 9, the end portion of the back split 33 appears in the vertical direction from the upper side of the joint surface 35 to the center of the joint surface 35.

接合面35には、横架材32aの軸方向に沿った接続具用ネジ孔36が形成されている。接続具用ネジ孔36は、接合面35において、各角方向寄りに1つずつ(合計4箇所)形成されている。そして、各接続具用ネジ孔36の配置は、接合具2の側板部212aに形成された各接続具挿通孔213と重複し連通するようになっている(特に図6、図9を参照)。 A screw hole 36 for a connector is formed on the joint surface 35 along the axial direction of the horizontal member 32a. One screw hole 36 for a connector is formed on the joint surface 35 toward each corner direction (four locations in total). The arrangement of the screw holes 36 for each connector overlaps with each connector insertion hole 213 formed in the side plate portion 212a of the connector 2 (see particularly FIGS. 6 and 9). ..

接続具用ネジ孔36は、接合面35に穿設された固定孔351に嵌挿した長ナット361で構成されている。そして、長ナット361は、その基端が接合面35から約0.5mm突出した態様で取り付けられ、突出した長ナット361の端面が前述の「所定幅の周縁部」を構成している(以後、接合面35に現れた長ナット361の端面を「周縁部362」という)。なお、長ナット361はステンレススチール製であり、本体を構成するステンレススチールと同程度の強度の剛性材料である。 The screw hole 36 for a connector is composed of a long nut 361 fitted into a fixing hole 351 formed in a joint surface 35. The long nut 361 is attached so that its base end protrudes from the joint surface 35 by about 0.5 mm, and the protruding end face of the long nut 361 constitutes the above-mentioned "peripheral portion having a predetermined width" (hereinafter, , The end face of the long nut 361 appearing on the joint surface 35 is referred to as "peripheral portion 362"). The long nut 361 is made of stainless steel, and is a rigid material having the same strength as the stainless steel constituting the main body.

更に、接続具用ネジ孔36は、周縁部362と反対側に、周面に雄ネジが螺刻された長軸部363が連設されている。長軸部363は、固定孔351の奥まで挿入され、かつ、長軸部363の外面と固定孔351の内面との間を接着剤Pで固着してある。固定孔351は、少なくとも長軸部363が挿通される領域における内面を、木繊維を切断しない程度の押圧力を以て螺旋状に窪ませて形成した、窪み部352を有している。 Further, the screw hole 36 for the connector is provided with a long shaft portion 363 having a male screw screwed on the peripheral surface on the opposite side to the peripheral edge portion 362. The long shaft portion 363 is inserted all the way into the fixing hole 351 and is fixed between the outer surface of the long shaft portion 363 and the inner surface of the fixing hole 351 with an adhesive P. The fixing hole 351 has a recessed portion 352 formed by spirally recessing the inner surface at least in the region through which the long shaft portion 363 is inserted with a pressing force that does not cut the wood fiber.

〔接合方法〕
図6乃至図8を参照して、接合構造1の作用および接合方法について説明する。
(1)接合具2の本体21の底板部211と4面の側板部212a〜dに対し、接合部材3(具体的には、底板部211には柱材31aを、横架材32a〜dには側板部212a〜dを)の接合面35を当接させる。
[Joining method]
The operation of the joining structure 1 and the joining method will be described with reference to FIGS. 6 to 8.
(1) With respect to the bottom plate portions 211 of the main body 21 of the joining tool 2 and the side plate portions 212a to 212a to four surfaces, the joining member 3 (specifically, the pillar material 31a is provided on the bottom plate portion 211 and the horizontal members 32a to d). The joint surfaces 35 of the side plate portions 212a to d) are brought into contact with each other.

(2)接続ボルト4および接続具用ネジ孔36からなる接続構造部を介して、接合具2と接合部材3を接合する。具体的には、本体21内に接続ボルト4を入れ、軸部41を接続具挿通孔213に挿通させて軸部41を本体21外に出す。 (2) The joining tool 2 and the joining member 3 are joined via a connecting structure portion including the connecting bolt 4 and the screw hole 36 for the connecting tool. Specifically, the connection bolt 4 is inserted into the main body 21, the shaft portion 41 is inserted into the connector insertion hole 213, and the shaft portion 41 is taken out of the main body 21.

(3)そして、本体21外に出した軸部41を、接合部材3の接合面35の接続具用ネジ孔36に螺着し、本体21の底板部211等の外面と、接合部材3の接合面35が当接するまで接続ボルト4を締める。このとき、接合面35の周縁部362が、底板部211等の外面に当たって止まる。 (3) Then, the shaft portion 41 exposed to the outside of the main body 21 is screwed into the screw hole 36 for the connector on the joint surface 35 of the joint member 3, and the outer surface of the bottom plate portion 211 of the main body 21 and the joint member 3 Tighten the connection bolt 4 until the joint surfaces 35 come into contact with each other. At this time, the peripheral edge portion 362 of the joint surface 35 hits the outer surface of the bottom plate portion 211 or the like and stops.

(4)このようにして、本体2の底板部211および側板部212a〜dの全ての外面と、接合部材3の柱材31aおよび横架材32a〜dとを接合する。 (4) In this way, all the outer surfaces of the bottom plate portions 211 and the side plate portions 212a to 212 of the main body 2 are joined to the pillar members 31a and the horizontal members 32a to d of the joining member 3.

(5)次に、同様の方法で、支持体23の蓋板部231の外面に接合部材3(具体的には柱材31b)を接合する。そして、接合部材3を接合した支持体23は、支持部232を本体21の開口部215から本体21の内部空間の奥まで挿入させる。 (5) Next, the joining member 3 (specifically, the pillar member 31b) is joined to the outer surface of the lid plate portion 231 of the support 23 by the same method. Then, the support 23 to which the joining member 3 is joined inserts the support portion 232 from the opening 215 of the main body 21 to the depth of the internal space of the main body 21.

(6)挿入した支持部232は、本体21内において、先端面235および側端面236が当接支持される。更に詳しくは、本体21内において、底板部211上面に支持部232の先端面235が当接すると共に、本体21内のリブ214a〜dの端面に、支持部232の側端面236および第3切欠部238が当接する。 (6) In the inserted support portion 232, the front end surface 235 and the side end surface 236 are abutted and supported in the main body 21. More specifically, in the main body 21, the tip surface 235 of the support portion 232 comes into contact with the upper surface of the bottom plate portion 211, and the side end surfaces 236 and the third notch portion of the support portion 232 are brought into contact with the end faces of the ribs 214a to d in the main body 21. 238 comes into contact.

(7)更に、支持部232を本体21内の奥まで挿入すると、開口部215口縁のリブ214a〜dの各上端と、蓋板部231周縁の各第1切欠部233とが嵌合する。 (7) Further, when the support portion 232 is inserted all the way into the main body 21, the upper ends of the ribs 214a to d on the edge of the opening 215 and the first notch 233 on the periphery of the lid plate portion 231 are fitted. ..

(8)本体21と支持体23を取り付けた後、本体21の固定具用ネジ孔218の各々に固定具5を螺挿し、奥まで締める。これにより、各固定具5の先部が、支持部232の第2切欠部237あるいは第3切欠部238に当接し、支持体23は本体21から離脱しないように固定される。加えて、固定具5で押さえたことにより、本体21と支持部232との間でガタつきが出ないようにしてある。 (8) After attaching the main body 21 and the support 23, the fixing tool 5 is screwed into each of the fixing tool screw holes 218 of the main body 21 and tightened to the back. As a result, the tip of each fixture 5 comes into contact with the second notch 237 or the third notch 238 of the support 232, and the support 23 is fixed so as not to separate from the main body 21. In addition, by pressing with the fixture 5, there is no rattling between the main body 21 and the support portion 232.

〔接合部材の接合面の加工方法〕
接合部材の接合面の加工方法は、「固定孔の形成工程S1」および「接合部の形成工程S2」を備える。そして、固定孔の形成工程S1には「収容部形成工程」を含まれるため、以下「固定孔の形成工程S1/収容部形成工程」と記載する。各工程について、主に図10〜図13を参照して、以下詳述する。
[Processing method for joint surfaces of joint members]
The method for processing the joint surface of the joint member includes "fixing hole forming step S1" and "joining portion forming step S2". Since the fixing hole forming step S1 includes the “accommodating portion forming step”, it is hereinafter referred to as “fixing hole forming step S1 / accommodating portion forming step”. Each step will be described in detail below, mainly with reference to FIGS. 10 to 13.

(固定孔の形成工程S1/収容部形成工程)
固定孔の形成工程S1/収容部形成工程は、固定孔351を形成するための、基礎孔部形成ステップS1−1と、窪み部形成ステップS1−2からなる(図13参照)。
(Fixing hole forming step S1 / accommodating part forming step)
The fixing hole forming step S1 / accommodating portion forming step includes a basic hole forming step S1-1 and a recess forming step S1-2 for forming the fixing hole 351 (see FIG. 13).

<基礎孔部形成ステップS1−1>
基礎孔部形成ステップS1−1では、接合部材3の接合面35に、所定深さの基礎孔部353を木材の繊維方向D1と略同じ方向で形成する。そして、基礎孔部353は、接合面35寄りとなる部分に、孔径を拡張した収容部354を形成する(図12(a)、図13参照)。
<Basic hole forming step S1-1>
In the foundation hole forming step S1-1, a foundation hole 353 having a predetermined depth is formed on the joining surface 35 of the joining member 3 in substantially the same direction as the fiber direction D1 of the wood. Then, the foundation hole portion 353 forms an accommodating portion 354 with an expanded hole diameter in a portion closer to the joint surface 35 (see FIGS. 12A and 13).

基礎孔部353および収容部354は、ドリル刃61を備えたハンマードリル6によって穿設する。ドリル刃61は、長軸方向に挿通孔(図示省略)を有する筒状の大径ドリル刃612と小径ドリル錐611の組み合わせによるものである。そして、ドリル刃61は、大径ドリル刃612の挿通孔に小径ドリル錐611を挿通させ、大径ドリル刃612を小径ドリル錐611の基端側(ハンマードリル6側)に固定される。 The foundation hole portion 353 and the accommodating portion 354 are drilled by a hammer drill 6 provided with a drill blade 61. The drill blade 61 is a combination of a cylindrical large-diameter drill blade 612 having an insertion hole (not shown) in the long axis direction and a small-diameter drill drill 611. Then, the drill blade 61 is made to insert the small-diameter drill drill 611 into the insertion hole of the large-diameter drill blade 612, and the large-diameter drill blade 612 is fixed to the base end side (hammer drill 6 side) of the small-diameter drill drill 611.

なお、大径ドリル刃612と小径ドリル錐611は着脱可能であり、最初に小径ドリル錐611のみで基礎孔部353を形成し、次いで、大径ドリル刃612を取り付けて収容部354を形成する使用方法、あるいは、大径ドリル刃612と小径ドリル錐611を一体に固定した状態で、基礎孔部353と収容部354を同時に形成する使用方法、のいずれかの方法を選択することができる。 The large-diameter drill bit 612 and the small-diameter drill drill 611 are removable. First, the base hole portion 353 is formed only by the small-diameter drill drill 611, and then the large-diameter drill blade 612 is attached to form the accommodating portion 354. Either a usage method or a usage method in which the foundation hole portion 353 and the accommodating portion 354 are formed at the same time with the large-diameter drill blade 612 and the small-diameter drill drill 611 fixed integrally can be selected.

<窪み部形成ステップS1−2>
図13に示す窪み部形成ステップS1−2では、基礎孔部353に固定孔形成具7を順回転させながら押し込み、固定孔形成具7を逆回転させて抜き取ることで、基礎孔部353の内面を螺旋状に窪ませた窪み部352を形成する。窪み部352の形成は、固定孔形成具7を取り付けたハンマードリル6によって行う(図12(b)参照)。固定孔形成具7の抜き取り後、固定孔351内を金属製のロールブラシ(図示省略)等で清掃し、更にエアガン(図示省略)等により固定孔351内に圧縮空気を吹き込んで、木屑を除去する。
<Dent formation step S1-2>
In the recessed portion forming step S1-2 shown in FIG. 13, the fixing hole forming tool 7 is pushed into the base hole forming tool 7 while rotating forward, and the fixing hole forming tool 7 is rotated in the reverse direction to be pulled out, thereby pulling out the inner surface of the base hole portion 353. Is formed in a spirally recessed portion 352. The recessed portion 352 is formed by a hammer drill 6 to which the fixing hole forming tool 7 is attached (see FIG. 12B). After removing the fixing hole forming tool 7, the inside of the fixing hole 351 is cleaned with a metal roll brush (not shown) or the like, and compressed air is blown into the fixing hole 351 with an air gun (not shown) to remove wood chips. To do.

前述の固定孔形成具7は、図12(b)に示すように、軸部71と、軸部71の周面に所定ピッチで形成された螺旋状の突条部72とを備える。そして、突条部72は、断面形状が山型であると共に、先端が非尖鋭形状で稜線方向に円滑に形成されている。なお、「非尖鋭形状」として、先端を平らにして面取りを行っているが、例えば、先端を丸めたものであってもよい。 As shown in FIG. 12B, the above-mentioned fixing hole forming tool 7 includes a shaft portion 71 and a spiral ridge portion 72 formed on the peripheral surface of the shaft portion 71 at a predetermined pitch. The ridge portion 72 has a mountain-shaped cross section and a non-sharp tip, which is smoothly formed in the ridgeline direction. In addition, although the tip is flattened and chamfered as a "non-sharp shape", for example, the tip may be rounded.

固定孔形成具7の使用により、基礎孔部無しでラグスクリューを木材に螺挿する場合と異なり、接合部材3の繊維を切断しない程度の押圧力を以て、基礎孔部353の内面に螺旋状に窪んだ窪み部352を有する、固定孔351を形成することができる。そして、突条部72の先端が非尖鋭かつ円滑な形状に形成されているので、前述の木組織への食い込みの際に、木繊維に沿って突条部72の先端が滑り、木繊維の切断が起こりにくくなる。 By using the fixing hole forming tool 7, unlike the case where the lug screw is screwed into the wood without the foundation hole, the pressing force that does not cut the fiber of the joining member 3 is applied to spirally on the inner surface of the foundation hole 353. A fixing hole 351 having a recessed recessed portion 352 can be formed. Since the tip of the ridge 72 is formed in a non-sharp and smooth shape, the tip of the ridge 72 slides along the wood fiber when biting into the above-mentioned wood structure, and the wood fiber Cutting is less likely to occur.

固定孔形成具7は、軸部71の長さが380mmであり、突条部72のピッチが11mmで、山側が直径22mm、谷側が直径16mmであるが、この寸法に限定するものではなく、接合部材や接合具の大きさに応じて適宜変更することができる。なお、突条部72のピッチは10mm〜12mmの範囲内であることが好ましい。 The fixing hole forming tool 7 has a shaft portion 71 having a length of 380 mm, a ridge portion 72 having a pitch of 11 mm, a peak side having a diameter of 22 mm, and a valley side having a diameter of 16 mm, but the dimensions are not limited to this. It can be appropriately changed according to the size of the joining member and the joining tool. The pitch of the ridges 72 is preferably in the range of 10 mm to 12 mm.

また、軸部は、山側(突条部)の直径と谷側の直径の比が、12:9〜10:7の範囲内であることが好ましく、11:8であることがより好ましい。この理由としては、山側の直径と谷側の直径の差が大きくなると、基礎孔部内面に対する突条部の食い込みが大きくなって木繊維を切断してしまうため好ましくなく、他方、差が小さいとアンカー効果が低下するため好ましくないためである。 Further, in the shaft portion, the ratio of the diameter on the mountain side (protruding portion) to the diameter on the valley side is preferably in the range of 12: 9 to 10: 7, and more preferably 11: 8. The reason for this is that if the difference between the diameter on the mountain side and the diameter on the valley side is large, the bite of the ridge portion into the inner surface of the foundation hole becomes large and the wood fiber is cut, which is not preferable. On the other hand, if the difference is small. This is not preferable because the anchor effect is reduced.

前述の固定孔の形成工程S1/収容部形成工程によれば、固定孔351を接合面35に形成することができ、加えて、固定孔351の基礎孔部353が、木材の繊維方向D1に沿うように形成されたことで、加工後に最も高い引っ張り強度が得られるようになる。 According to the fixing hole forming step S1 / accommodating portion forming step described above, the fixing hole 351 can be formed on the joint surface 35, and in addition, the base hole portion 353 of the fixing hole 351 is set in the fiber direction D1 of the wood. Since it is formed along the line, the highest tensile strength can be obtained after processing.

更に、固定孔351は、基礎孔部353と、木繊維方向と交差する方向に形成された窪み部352とが連通し、窪み部352に入り込んだ接着剤が硬化することで、後述するアンカー効果が生じる。 Further, in the fixing hole 351, the foundation hole portion 353 and the recessed portion 352 formed in the direction intersecting the wood fiber direction communicate with each other, and the adhesive that has entered the recessed portion 352 is cured, so that the anchor effect described later is obtained. Occurs.

加えて、窪み部352は、前述の押圧力を以て形成されたことにより、固定孔351周辺の木組織に亀裂が生じないか、生じにくくなっている。更にまた、木組織が圧縮されて密になり、窪み部352の強度を向上させている。 In addition, since the recessed portion 352 is formed by the above-mentioned pressing force, the wood structure around the fixing hole 351 is not cracked or is less likely to be cracked. Furthermore, the wood structure is compressed and becomes denser, improving the strength of the recessed portion 352.

なお、本実施形態では、前述のドリル刃61を備えたハンマードリル6を使用しているが、これに限定するものではなく、例えば、段付きドリル刃等の他の公知機材を使用し、基礎孔部と収容部の形成ステップを同時に行う等、基礎孔部353および収容部354を形成可能であれば、他の機材の使用あるいはステップを採用してもよい。また、固定孔形成具2を押し込む機材についても同様である。 In the present embodiment, the hammer drill 6 provided with the above-mentioned drill blade 61 is used, but the present invention is not limited to this, and for example, other known equipment such as a stepped drill blade is used to form a foundation. If the foundation hole portion 353 and the accommodating portion 354 can be formed, such as performing the forming step of the hole portion and the accommodating portion at the same time, the use of other equipment or the step may be adopted. The same applies to the equipment for pushing the fixing hole forming tool 2.

(接合部の形成工程S2)
接合部の形成工程S2は、接着剤注入ステップS2−1、長軸部挿入ステップS2−2、および接着剤硬化ステップS2−3からなる(図13参照)。なお、図13では、接着剤注入ステップS2−1、長軸部挿入ステップS2−2のフローで記載しているが、各ステップはいずれが先であってもよく、各ステップの順番を入れ替えてもよい。
(Joint formation step S2)
The joint forming step S2 includes an adhesive injection step S2-1, a semimajor axis insertion step S2-2, and an adhesive curing step S2-3 (see FIG. 13). In FIG. 13, the flow of the adhesive injection step S2-1 and the semimajor axis insertion step S2-2 is described, but each step may come first, and the order of each step is changed. May be good.

<接着剤注入ステップS2−1>
図13で示す接着剤注入ステップS2−1は、固定孔10に所定量の接着剤Pを注入して行われ、これにより、後述する長軸部363を固定孔351に固着するための前準備が整う。接着剤Pの注入は、固定孔351の孔奥に至る長さのノズル81を有するコーキングガン8等を使用して行い、固定孔351の孔奥に注入することが好ましい(図12(c)参照)。
<Adhesive injection step S2-1>
The adhesive injection step S2-1 shown in FIG. 13 is performed by injecting a predetermined amount of the adhesive P into the fixing hole 10, and thereby, the preparation for fixing the long shaft portion 363, which will be described later, to the fixing hole 351. Is ready. The adhesive P is preferably injected into the depth of the fixing hole 351 by using a caulking gun 8 or the like having a nozzle 81 having a length extending to the depth of the fixing hole 351 (FIG. 12 (c)). reference).

接着剤Pは、エポキシ樹脂を主剤として硬化剤と混合するもの(木材に浸透し浸透部を硬化させる効果がある)を使用するが、他の公知の接着剤を使用してもよい。そして「所定量」は、固定孔351の大きさの場合、注入する接着剤Pの量は100cc程度であることが好ましい。発明者の知見によれば、この量であれば、挿入した長軸部363と固定孔351との隙間に充分に行き渡り、かつ、固定孔351の口から多量に漏れ出ることはない。 As the adhesive P, one that uses an epoxy resin as a main component and is mixed with a curing agent (has the effect of penetrating into wood and curing the penetrating portion) is used, but other known adhesives may be used. As for the "predetermined amount", when the size of the fixing hole 351 is used, the amount of the adhesive P to be injected is preferably about 100 cc. According to the inventor's knowledge, this amount is sufficient to reach the gap between the inserted long shaft portion 363 and the fixing hole 351 and does not leak a large amount from the mouth of the fixing hole 351.

<長軸部挿入ステップS2−2>
図13に示す長軸部挿入ステップS2−2は、長軸部363を固定孔351に挿入して行われ、これにより、長ナット361と長軸部363を接合部材3に固定するための前準備が整う。なお、当然に、長軸部363は固定孔351よりも径小であり、長軸部363の挿入により、長軸部363と固定孔351内面の間に、接着剤Pを充填する隙間が生じる(図10、図11参照)。
<Semi-major axis insertion step S2-2>
The long shaft portion insertion step S2-2 shown in FIG. 13 is performed by inserting the long shaft portion 363 into the fixing hole 351 and thereby fixing the long nut 361 and the long shaft portion 363 to the joining member 3. Ready. As a matter of course, the long shaft portion 363 has a smaller diameter than the fixing hole 351, and the insertion of the long shaft portion 363 creates a gap for filling the adhesive P between the long shaft portion 363 and the inner surface of the fixing hole 351. (See FIGS. 10 and 11).

接続具用ネジ孔36は長ナット361により構成され、長ナット361の先部には長軸部363が螺着して連設されている。長ナット361の先部側にはナット(符号省略)が螺着され、ダブルナット法により各ナットが緩まないように締結されている。 The screw hole 36 for the connector is composed of a long nut 361, and a long shaft portion 363 is screwed to the tip of the long nut 361 to be continuously provided. A nut (reference numeral omitted) is screwed to the tip side of the long nut 361, and each nut is fastened by the double nut method so as not to loosen.

連設した長ナット361と長軸部363は、以下の手順で挿着する。また、下記手順による作業によれば、回転による遠心力で、長軸部363のネジ凹凸部分や窪み部352に接着剤Pが満遍なく充填される。 The long nut 361 and the long shaft portion 363 that are connected in series are inserted and attached in the following procedure. Further, according to the work according to the following procedure, the adhesive P is evenly filled in the screw uneven portion and the recessed portion 352 of the long shaft portion 363 by the centrifugal force due to the rotation.

(1)長ナット361をインパクトレンチ等に取り付け、高速回転させながら、30〜60秒程かけてゆっくりと押し込み、長ナット361の基端が接合面35から10mm程出た位置で一度止め、
(2)高さ調整板(図示省略)を使用して、長ナット361の基端が接合面35から0.5mm突出した位置になるまで、長ナット361を押し込む。
(1) Attach the long nut 361 to an impact wrench, etc., and while rotating it at high speed, slowly push it in for about 30 to 60 seconds, and stop it once when the base end of the long nut 361 protrudes about 10 mm from the joint surface 35.
(2) Using a height adjusting plate (not shown), push in the long nut 361 until the base end of the long nut 361 protrudes 0.5 mm from the joint surface 35.

このとき、突出した長ナット361の端面が、周縁部362を構成する。なお、高さ調整版は、0.5mmの厚み(つまり、所望する突出高さと同じ厚み)で、所要数の孔が設けてあり、各孔は長ナット361よりもやや径大な直径に形成されたものである。 At this time, the end face of the protruding long nut 361 constitutes the peripheral edge portion 362. The height adjustment plate has a thickness of 0.5 mm (that is, the same thickness as the desired protrusion height) and is provided with a required number of holes, and each hole is formed to have a diameter slightly larger than that of the long nut 361. It was done.

<接着剤硬化ステップS2−3>
図13に示す接着剤硬化ステップS2−3は、固定孔351の内面と、長軸部363および長ナット361の外面との間に充填された接着剤Pが、所定時間経過後に硬化すること(養生)により行われる。
<Adhesive curing step S2-3>
In the adhesive curing step S2-3 shown in FIG. 13, the adhesive P filled between the inner surface of the fixing hole 351 and the outer surface of the long shaft portion 363 and the long nut 361 is cured after a lapse of a predetermined time ( It is done by curing).

これにより、固定孔10に長軸部363および長ナット361が固着され、特に、螺旋状の窪み部352に入り込んで硬化した接着剤Pが、固定孔351周辺の木組織に対するアンカー効果を発揮することができる。加えて、長軸部363の周面に形成されたネジの凹凸が、硬化した接着剤Pとの間でアンカー効果を発揮し、引き抜き強度が更に向上する(図10、図11参照)。そして、嵌挿した長ナット361によって、接合面35に、接続具用ネジ孔36が設けられると共に、接続具用ネジ孔36の周囲に周縁部362を設けることができる。 As a result, the long shaft portion 363 and the long nut 361 are fixed to the fixing hole 10, and in particular, the adhesive P that has entered the spiral recessed portion 352 and hardened exerts an anchor effect on the wood structure around the fixing hole 351. be able to. In addition, the unevenness of the screw formed on the peripheral surface of the long shaft portion 363 exerts an anchor effect with the cured adhesive P, and the pull-out strength is further improved (see FIGS. 10 and 11). Then, the screw hole 36 for the connector can be provided on the joint surface 35 by the inserted long nut 361, and the peripheral edge portion 362 can be provided around the screw hole 36 for the connector.

このように、接合部の形成工程S2によれば、各ステップにより、接続具用ネジ孔3を有する接合面35を形成することができる。 As described above, according to the joint forming step S2, the joint surface 35 having the screw hole 3 for the connector can be formed by each step.

前述の通り、一般的に木材の木口面は圧縮に弱く、生じた圧縮応力で接合金物が木口面を変形させることがあり、初期剛性を上げることが難しかった。しかしながら、接合部材3は、接合面35よりも僅かに高く突出した前述の周縁部362を有することで、接合具2と接合部材2の接合箇所において、接合具2の各外面に当接する部分が、接合面35ではなく、周縁部362になる。 As described above, the wood end surface is generally vulnerable to compression, and the metal joint may deform the end surface due to the generated compressive stress, making it difficult to increase the initial rigidity. However, since the joining member 3 has the above-mentioned peripheral edge portion 362 that protrudes slightly higher than the joining surface 35, the portion that comes into contact with each outer surface of the joining tool 2 at the joining portion between the joining tool 2 and the joining member 2 , Not the joint surface 35, but the peripheral edge portion 362.

これによって、図11に示すような、木材の長軸方向と交差する方向D2への外力(剪断力)が加わった際に、硬質な接合具2の外面が、軟質な木口面W1に食い込むこと無く、応力を接合具2の表面で受けるため、当該箇所の剛性が向上し、接合面35の変形が抑制されて、より高い引き抜き強度が得られる。 As a result, when an external force (shearing force) in the direction D2 intersecting the long axis direction of the wood as shown in FIG. 11 is applied, the outer surface of the hard joint 2 bites into the soft end surface W1. Since the stress is received on the surface of the joint tool 2 without any stress, the rigidity of the portion is improved, the deformation of the joint surface 35 is suppressed, and a higher pull-out strength can be obtained.

前述の長軸部363では、周面の長手方向に亘って雄ネジが形成された態様であるが、長軸部から放射状に突起を多数設けた態様、あるいは、長軸部に窪みを多数設けたような、各種態様等であって、長軸部の周面に凹凸が形成されるものであればよく、また、長軸部の表面の周面に凹凸が無い円滑な形状を除外するものではない。また、前述の長ナット361は、ダブルナット法により緩まないように締結されているが、例えば、ネジ孔に緩み止め用の樹脂を付した長ナットや、基端側がフランジ状に更に拡径したナット等、長軸部363と長ナット361の連結が外れないものであればよい。 In the above-mentioned long shaft portion 363, a male screw is formed in the longitudinal direction of the peripheral surface, but a large number of protrusions are provided radially from the long shaft portion, or a large number of depressions are provided in the long shaft portion. As described above, any aspect such as that in which irregularities are formed on the peripheral surface of the long shaft portion is sufficient, and a smooth shape having no irregularities on the peripheral surface of the surface of the long shaft portion is excluded. is not. Further, the above-mentioned long nut 361 is fastened so as not to be loosened by the double nut method. For example, a long nut having a screw hole with a resin for preventing loosening or a flange-shaped diameter at the base end side is further expanded. Any nut or the like that does not disconnect the long shaft portion 363 and the long nut 361 may be used.

以上の構成を有することにより、接合構造1は以下の優れた効果を奏する。すなわち、接合構造1は、接合具2の本体21を構成する底板部と側板部が剛性を有すると共に、内部に中空領域を有する有底箱状であることから、接合部材3を介して伝わる外力による変形を抑制することができる。更に、本体21に支持体23を取り付けることで、全面に板体が配置された立体構造の接合具2となり、従来のプレート状の接合具等と比較すると、底板部211、側板部212a〜dおよび蓋板部231が一体となって、剛性が向上している。 By having the above structure, the joint structure 1 has the following excellent effects. That is, since the joint structure 1 has a bottom plate portion and a side plate portion constituting the main body 21 of the joint tool 2 and has a bottomed box shape having a hollow region inside, an external force transmitted through the joint member 3 is transmitted. Deformation due to Further, by attaching the support 23 to the main body 21, it becomes a three-dimensional structure joining tool 2 in which the plate body is arranged on the entire surface, and compared with the conventional plate-shaped joining tool and the like, the bottom plate portion 211 and the side plate portions 212a to 212a to d. And the lid plate portion 231 are integrated to improve the rigidity.

加えて、支持体23が本体21内に挿入可能な支持部232を有し、挿入状態の支持部232が、本体23内のリブ214a〜dに当接支持される構造であるため、当接後のリブ214a〜dと支持部232が、本体21内において十字状の支柱構造物となり、側板部212a〜dを板面と交差方向から支えると共に、底板部211と蓋板部231の間を支えることができる。 In addition, the support 23 has a support portion 232 that can be inserted into the main body 21, and the support portion 232 in the inserted state has a structure in which the support portions 232 are abutted and supported by the ribs 214a to d in the main body 23. The rear ribs 214a to 232 and the support portion 232 form a cross-shaped strut structure in the main body 21, support the side plate portions 212a to d from the plate surface and the crossing direction, and between the bottom plate portion 211 and the lid plate portion 231. Can support.

また、支持体23の外面が上方向を向くように配設した場合、接合部材3から加わる鉛直荷重による支持体23の変形を抑制することができる。加えて、この配設態様において、支持部232は、水平荷重に対する補強材にもなり、本体23、特に側板部212a〜dの変形を抑制することができる。つまり、支持部232は、接合具2全体の変形抑制力を向上させることができる。 Further, when the support 23 is arranged so that the outer surface faces upward, the deformation of the support 23 due to the vertical load applied from the joining member 3 can be suppressed. In addition, in this arrangement mode, the support portion 232 also serves as a reinforcing material against a horizontal load, and can suppress deformation of the main body 23, particularly the side plate portions 212a to 212a to d. That is, the support portion 232 can improve the deformation suppressing force of the entire joint tool 2.

この結果、接合構造1は、柱材31a〜bと横架材32a〜dの2以上の接合部材3の間に接合具2が配設された状態で、地震等による外力が加わったとしても、接合具2は容易に変形あるいは破損せず、引き続き接合部材3の間を高い強度で接合することができる。 As a result, in the joining structure 1, even if an external force due to an earthquake or the like is applied in a state where the joining tool 2 is arranged between two or more joining members 3 of the column members 31a to 31b and the horizontal members 32a to d. , The joining tool 2 is not easily deformed or damaged, and the joining members 3 can be continuously joined with high strength.

そして、接合構造1は、接合具2が本体21と支持体23とに分離できるため、施工時において、本体21と接合部材3の接合作業の後に、接合部材3を接合させた支持体23を本体21に取り付けることができ、工程を分けて作業できるため、作業性が良い。 Since the joining tool 2 can be separated into the main body 21 and the support 23 in the joining structure 1, the support 23 to which the joining member 3 is joined is formed after the joining work of the main body 21 and the joining member 3 at the time of construction. Workability is good because it can be attached to the main body 21 and the work can be performed separately.

更に、接合具2が内部に中空領域を有する構造であるため、中実構造の接合具と比較して重量が軽減されている。このため、接合構造1は、接合具2が中間または上端に配設された柱材31a等において、生じる長期応力および短期応力を軽減することができる。つまり、接合具2は充分な剛性を有しつつも軽量化がなされているため、配設された柱材31a等において、地震等の外力で生じる水平方向等の様々な方向への応力を軽減することができる。
Further, since the joining tool 2 has a structure having a hollow region inside, the weight is reduced as compared with the joining tool having a solid structure. Therefore, the joining structure 1 can reduce the long-term stress and the short-term stress generated in the column member 31a or the like in which the joining tool 2 is arranged at the middle or the upper end. That is, since the joining tool 2 has sufficient rigidity and is made lighter, stress in various directions such as the horizontal direction generated by an external force such as an earthquake is reduced in the arranged column member 31a or the like. can do.

更にまた、接合構造1は、複数の接合部材3が、接合具2の底板部211の外面、側板部212a〜dの外面または蓋板部231の外面の中から選択された2以上の外面に接合されることにより、建物における柱梁等のフレームを構成することができる。 Furthermore, in the joining structure 1, a plurality of joining members 3 are formed on two or more outer surfaces selected from the outer surface of the bottom plate portion 211 of the joining tool 2, the outer surface of the side plate portions 212a to d, or the outer surface of the lid plate portion 231. By joining, it is possible to form a frame such as columns and beams in a building.

また、接合構造1は、接続構造部が、接続ボルト4と、底板部211、側板部212a〜dに形成された接続具挿通孔213および蓋板部231に形成された接続具挿通孔234からなる簡素な構造であるため、生産性が良く、また、設置時においても作業性が良い。そして、用途や施工方法に応じて、接合部材3の取り付け位置を選択的に接合することができる構造であるため、汎用性が高く、利便性が良い。 Further, in the joint structure 1, the connection structure portion is formed from the connection bolt 4, the connection tool insertion hole 213 formed in the bottom plate portion 211, the side plate portions 212a to d, and the connection tool insertion hole 234 formed in the lid plate portion 231. Due to its simple structure, productivity is good and workability is good even at the time of installation. Further, since the structure is such that the attachment position of the joining member 3 can be selectively joined according to the application and the construction method, it is highly versatile and convenient.

そして、接合構造1は、本体21に形成された固定具用ネジ孔218と、固定具用ネジ孔218に螺着する固定具5によって、本体21に取り付けた支持体23の離脱を抑制され、そして、本体21と支持部232との間に生じるガタつきも抑制することができる。このような固定構造を有することによって、地震等による外力が加わった際の破損抑制効果が期待でき、加えて、本体23の開口部215の向きを選ばずに使用できることから、一つの形態で様々な用途や施工方法に対応可能で汎用性が高く、利便性が良い。 Then, in the joint structure 1, the fixture screw hole 218 formed in the main body 21 and the fixture 5 screwed into the fixture screw hole 218 suppress the detachment of the support 23 attached to the main body 21. Then, the rattling that occurs between the main body 21 and the support portion 232 can be suppressed. By having such a fixed structure, it can be expected to have an effect of suppressing damage when an external force due to an earthquake or the like is applied, and in addition, since it can be used regardless of the orientation of the opening 215 of the main body 23, it can be used in various forms. It is highly versatile and convenient because it can be used for various purposes and construction methods.

更に、接合構造1は、接合部材3が無垢材の磨き丸太であり、接合構造1による木造軸組工法を建物に適用することができる。そして、接合構造1は、接合具2が、無垢材の磨き丸太である接合部材3によって掩蔽されているため、接合構造1が室内空間に露出する態様であっても、接合具2が外観に現れず、丸太のみで組まれたかのような外観となり、設置空間内に、木材の醸し出す落ち着きや癒し、あるいは、優美な外観を提供することができる。 Further, in the joint structure 1, the joint member 3 is a polished log made of solid wood, and the wooden frame construction method by the joint structure 1 can be applied to a building. In the joining structure 1, since the joining tool 2 is covered with the joining member 3 which is a polished log made of solid wood, the joining tool 2 has an appearance even if the joining structure 1 is exposed to the indoor space. It does not appear and looks as if it was assembled only with logs, and it is possible to provide the calmness and healing of wood, or the elegant appearance in the installation space.

更にまた、接合構造1は、接合具2が無垢材の磨き丸太である接合部材3で掩蔽されていることによって、火災時においても接合具2が高温となることを抑制し、接合部材3の燃焼による損壊よりも早く接合具2の近傍部分が損壊することを抑制することができ、すなわち、従来の接合金具による木造軸組工法と比較して、耐火性能が向上している。 Furthermore, in the joining structure 1, the joining tool 2 is covered with a joining member 3 which is a polished log made of solid wood, so that the joining tool 2 is prevented from becoming hot even in the event of a fire, and the joining member 3 is prevented from becoming hot. It is possible to prevent the vicinity portion of the joint tool 2 from being damaged earlier than the damage due to combustion, that is, the fire resistance performance is improved as compared with the conventional wooden frame construction method using joint fittings.

加えて、接合構造1は、接合部材3の接合面35に周縁部362が設けられていることによって、剪断力等の接続部材3の軸方向と交差する方向へ応力が生じた際に、接合具2の外面には周縁部362が当接して応力を受けることになり、接合面35における初期剛性が向上すると共に、接合面35の変形を抑制することができる。 In addition, the joining structure 1 is joined when a peripheral portion 362 is provided on the joining surface 35 of the joining member 3 and a stress such as a shearing force is generated in a direction intersecting the axial direction of the connecting member 3. The peripheral edge portion 362 comes into contact with the outer surface of the tool 2 and receives stress, so that the initial rigidity of the joint surface 35 can be improved and the deformation of the joint surface 35 can be suppressed.

〔変形例〕
図14と図15を参照して、接合構造1の構成部材の変形例1〜4について説明する。
なお、変形例1〜3で示す接合具2a〜cは、側板部の構成を除いて、前述の接合具2とほぼ同じであるため、重複する構成および作用効果の説明は省略する。また、変形例4で示す接合面35aについても、接合面35と重複する構成および作用効果の説明は省略する。
[Modification example]
With reference to FIGS. 14 and 15, modifications 1 to 4 of the constituent members of the joint structure 1 will be described.
Since the joining tools 2a to 2c shown in the modified examples 1 to 3 are almost the same as the joining tools 2 described above except for the structure of the side plate portion, the description of the overlapping structure and the action and effect will be omitted. Further, with respect to the joint surface 35a shown in the modified example 4, the description of the configuration and the action and effect overlapping with the joint surface 35 will be omitted.

(変形例1)
図14(a)に示す接合具2aは、前述の接合具2の変形例であり、側板部(符号省略)が3面で構成され、底板部(符号省略)および蓋板部(符号省略)が略正三角形である態様である。接合具2aは、上下方向に柱材31a、31bを接合できると共に、側方に横架材32a、32b、32cを接合することができる。
(Modification example 1)
The joining tool 2a shown in FIG. 14A is a modification of the above-mentioned joining tool 2, in which the side plate portion (reference numeral omitted) is composed of three surfaces, and the bottom plate portion (reference numeral omitted) and the lid plate portion (reference numeral omitted). Is a substantially equilateral triangle. The joining tool 2a can join the pillar members 31a and 31b in the vertical direction and can join the horizontal members 32a, 32b and 32c to the sides.

(変形例2)
図14(b)に示す接合具2bは、前述の接合具2の変形例であり、側板部(符号省略)が5面で構成され、底板部(符号省略)および蓋板部(符号省略)が略正五角形である態様である。接合具2bは、上下方向に柱材31a、31bを接合できると共に、側方に横架材32a、32b、32c、32d、32eを接合することができる。
(Modification 2)
The joining tool 2b shown in FIG. 14B is a modification of the above-mentioned joining tool 2, and the side plate portion (reference numeral omitted) is composed of five surfaces, and the bottom plate portion (reference numeral omitted) and the lid plate portion (reference numeral omitted). Is a mode in which is a substantially regular pentagon. The joining tool 2b can join the pillar members 31a and 31b in the vertical direction, and can join the horizontal members 32a, 32b, 32c, 32d and 32e to the sides.

接合具2aと接合具2bは、ともに木造軸組工法として建物における柱梁等のフレームを構成することができるが、接合構造が室内空間に露出する態様である場合、例えば、接合具2aまたは接合具2bを用いた接合構造を室内中央等の目に付きやすいところに位配置することで、通常の柱梁等とは一風異なり、かつ、優美な外観を提供することができる。 Both the joint tool 2a and the joint tool 2b can form a frame such as a column beam in a building as a wooden frame construction method, but when the joint structure is exposed to the indoor space, for example, the joint tool 2a or the joint By arranging the joint structure using the tool 2b in a conspicuous place such as the center of the room, it is possible to provide an elegant appearance that is different from ordinary columns and beams.

(変形例3)
図15に示す接合具2cは、前述の接合具2の変形例であり、円筒形の側板部(符号省略)で構成され、底板部(符号省略)および蓋板部(符号省略)が略円形である態様である。接合具2cは、上下方向に柱材31a、31bを接合できると共に、側方に横架材32a、32b、32c、32dを接合することができる。なお、接合具2cは、側板部が円筒形であるため、側板部に形成する接続具挿通孔213の配置や間隔、数を比較的自由に設定することができ、設計の自由度が高い。
(Modification 3)
The joining tool 2c shown in FIG. 15 is a modification of the above-mentioned joining tool 2, and is composed of a cylindrical side plate portion (reference numeral omitted), and a bottom plate portion (reference numeral omitted) and a lid plate portion (reference numeral omitted) are substantially circular. Is the embodiment. The joining tool 2c can join the pillar members 31a and 31b in the vertical direction, and can join the horizontal members 32a, 32b, 32c and 32d to the sides. Since the side plate portion of the joint tool 2c is cylindrical, the arrangement, spacing, and number of the connector insertion holes 213 formed in the side plate portion can be set relatively freely, and the degree of freedom in design is high.

(変形例4)
図16に示す接合面35aは、前述の接合面35の変形例である。接合面35aでは、横架材32aの軸方向に沿った接続軸37が複数設けられている。接続軸37は、周面の長手方向に亘って雄ネジが螺刻されており、接合面35aにおいて、中央から各角方向寄りに1つずつ(合計4箇所)形成されている。そして、各接続軸37の配置は、接合具2の側板部212aに形成された各接続具挿通孔213と重複し挿通可能にしてある。
(Modification example 4)
The joint surface 35a shown in FIG. 16 is a modification of the above-mentioned joint surface 35. The joint surface 35a is provided with a plurality of connecting shafts 37 along the axial direction of the horizontal member 32a. Male threads are threaded on the connecting shaft 37 in the longitudinal direction of the peripheral surface, and one male screw is formed on the joint surface 35a from the center toward each angular direction (four locations in total). The arrangement of the connecting shafts 37 overlaps with the connecting tool insertion holes 213 formed in the side plate portion 212a of the joining tool 2 so that they can be inserted.

接続軸37は、接合面35aに穿設された固定孔351aに挿入され、周面と固定孔351aの内面との間を接着剤Pで固着された、寸切りボルトで構成されている。なお、固定孔351aの内面には、前述した窪み部352が形成されている。 The connecting shaft 37 is composed of a shredded bolt that is inserted into a fixing hole 351a formed in the joint surface 35a and fixed between the peripheral surface and the inner surface of the fixing hole 351a with an adhesive P. The recessed portion 352 described above is formed on the inner surface of the fixing hole 351a.

接合面35aによれば、接続軸37が単なる寸切りボルトであるため、安価で簡易な構造の接合面を構成することができる。また、接合面35aを有する接合部材3を使用した接合構造1では、接合具2に設けられた接続具挿通孔213、234に接合軸37を通し、接合具2の内面側からナット42を取り付けて締めるだけで接合できる簡易な構造にすることができる。 According to the joint surface 35a, since the connecting shaft 37 is merely a shredded bolt, it is possible to form a joint surface having an inexpensive and simple structure. Further, in the joint structure 1 using the joint member 3 having the joint surface 35a, the joint shaft 37 is passed through the connector insertion holes 213 and 234 provided in the joint tool 2, and the nut 42 is attached from the inner surface side of the joint tool 2. It can be made into a simple structure that can be joined simply by tightening.

本明細書および特許請求の範囲で使用している用語と表現は、あくまでも説明上のものであって、なんら限定的なものではなく、本明細書および特許請求の範囲に記述された特徴およびその一部と等価の用語や表現を除外する意図はない。また、本発明の技術思想の範囲内で、種々の変形態様が可能であるということは言うまでもない。 The terms and expressions used in the present specification and the claims are for explanatory purposes only and are not limited in any way. The features described in the present specification and the claims and the features thereof and the like thereof. There is no intention to exclude terms or expressions equivalent to some. In addition, it goes without saying that various modifications are possible within the scope of the technical idea of the present invention.

1 接合構造
2 接合具
21 本体
211 底板部
212a、212b、212c、212d 側板部
213 接続具挿通孔
214a、214b、214c、214d リブ
215 開口部
216a、216b、216c、216d 上部面取り部分
217a、217b、217c、217d 下部面取り部分
218 固定具用ネジ孔
219 予備孔
23 支持体
231 蓋板部
232 支持部
233 第1切欠部
234 接続具挿通孔
235 先端面
236 側端面
237 第2切欠部
238 第3切欠部
3 接合部材
31a、31b 柱材
32a、32b、32c、32d、32e 横架材
33 背割り
34 カット面
341 切欠溝
35、35a 接合面
351、351a 固定孔
352 窪み部
353 基礎孔部
354 収容部
36 接続具用ネジ孔
361 長ナット
362 周縁部
363 長軸部
37 接続軸
4 接続ボルト
41 軸部
42 ナット
5 固定具
6 ハンマードリル
61 ドリル刃
611 小径ドリル錐
612 大径ドリル刃
7 固定孔形成具
71 軸部
72 突条部
8 コーキングガン
81 ノズル
D1 木材の繊維方向
D2 木材の長軸方向と交差する方向
P 接着剤
S1 固定孔の形成工程
S1−1 基礎孔部形成ステップ
S1−2 窪み部形成ステップ
S2 接合部の形成工程
S2−1 接着剤注入ステップ
S2−2 長軸部挿入ステップ
S2−3 接着剤硬化ステップ
9 羽子板ボルト
91 ボルト
92 本体
93 コーチスクリュー
94 柱材
95 横架部材
1 Joining structure 2 Joining tool 21 Main body 211 Bottom plate part 212a, 212b, 212c, 212d Side plate part 213 Connecting tool Insertion hole 214a, 214b, 214c, 214d Rib 215 Opening 216a, 216b, 216c, 216d Upper chamfered part 217a, 217b, 217c, 217d Lower chamfered part 218 Screw hole for fixture 219 Spare hole 23 Support body 231 Lid plate part 232 Support part 233 First notch 234 Connection tool insertion hole 235 Tip surface 236 Side end surface 237 Second notch 238 Third notch Part 3 Joint member 31a, 31b Pillar material 32a, 32b, 32c, 32d, 32e Horizontal member 33 Back split 34 Cut surface 341 Notch groove 35, 35a Joint surface 351, 351a Fixing hole 352 Recessed part 353 Basic hole part 354 Accommodating part 36 Screw holes for fittings 361 Long nuts 362 Peripherals 363 Long shafts 37 Connecting shafts 4 Connecting bolts 41 Shafts 42 Nuts 5 Fixtures 6 Hammer drills 61 Drill blades 611 Small diameter drill drills 612 Large diameter drill blades 7 Fixing hole forming tools 71 Shaft 72 Protruding 8 Coking gun 81 Nozzle D1 Wood fiber direction D2 Direction intersecting the long axis direction of wood P Adhesive S1 Fixing hole forming process S1-1 Basic hole forming step S1-2 Depressing part forming step S2 Joint forming process S2-1 Adhesive injection step S2-2 Long shaft part insertion step S2-3 Adhesive hardening step 9 Feather plate bolt 91 Bolt 92 Main body 93 Coach screw 94 Pillar material 95 Horizontal member

Claims (8)

所定の剛性材料で形成され、底板部、および、該底板部から一体的に立設した所要数の側板部を有し、前記底板部の対向方向に前記側板部で囲まれた開口部が形成されると共に、前記底板部および前記側板部の外面に接合部材接合可能な接合部が設けられ、前記側板部には、その外面から中心方向へ下り傾斜し、固定具を挿通可能に貫通した固定具挿通孔が形成された、有底箱型で中空構造の本体と、
所定の剛性材料で形成され、前記本体の開口部を閉塞可能であると共に、外面に接合部材を接合可能な接合部が設けられた蓋板部、および、該蓋板部の前記外面の裏となる部分に設けられて前記本体内に収容可能であると共に、同本体内への収容状態で同本体の内面に当接して支持される形状であり、前記固定具挿通孔を介して挿入された固定具の先部が当接可能な傾斜面が形成された支持部、を有する支持体と、を備え
該支持部が前記本体内に収容された収容状態において、前記固定具挿通孔に挿入する固定具の先部が前記傾斜面に当接することで、同本体から前記支持体が離脱することを抑制可能な構造である
接合具。
It is formed of a predetermined rigid material, has a bottom plate portion, and a required number of side plate portions integrally erected from the bottom plate portion, and an opening surrounded by the side plate portions is formed in a direction facing the bottom plate portion. with the said bottom plate portion and the side plate portion bonding portion bondable bonding member to the outer surface is provided with, on the side plate portion is inclined downward from the outer surface toward the center, and through the fastener can be inserted in A bottomed box-shaped hollow structure body with a fixture insertion hole ,
A lid plate portion formed of a predetermined rigid material, capable of closing the opening of the main body, and provided with a joint portion capable of joining a joining member on the outer surface, and a back surface of the outer surface of the lid plate portion. It has a shape that is provided in a portion thereof and can be accommodated in the main body, and is supported by abutting against the inner surface of the main body in a state of being accommodated in the main body, and is inserted through the fixture insertion hole. comprising a support tip portion of the fixture to have a support part, which can abut inclined surface is formed, a,
In the housed state in which the support portion is housed in the main body, the tip portion of the fixing tool to be inserted into the fixing tool insertion hole abuts on the inclined surface, thereby suppressing the support from being detached from the main body. A joint that is a possible structure .
前記接合部が、板厚方向に貫通した接続具挿通孔により構成されている
請求項1に記載の接合具。
The joint according to claim 1, wherein the joint is formed of a connector insertion hole penetrating in the plate thickness direction .
所定の剛性材料で形成され、底板部、および、該底板部から一体的に立設した所要数の側板部を含み、前記底板部の対向方向に前記側板部で囲まれた開口部が形成されると共に、前記底板部および前記側板部の外面に接合部材を接合可能な接合部が設けられ、前記側板部には、その外面から中心方向へ下り傾斜し、固定具を挿通可能に貫通した固定具挿通孔が形成された、有底箱型で中空構造の本体、および、所定の剛性材料で形成され、前記本体の開口部を閉塞可能であると共に、外面に接合部材を接合可能な接合部が設けられた蓋板部、および、該蓋板部の前記外面の裏となる部分に設けられて前記本体内に収容可能であると共に、同本体内への収容状態で同本体の内面に当接して支持される形状であり、前記固定具挿通孔を介して挿入された固定具の先部が当接可能な傾斜面が形成された支持部を含む支持体、を有し、該支持部が前記本体内に収容された収容状態において、前記固定具挿通孔に挿入する固定具の先部が前記傾斜面に当接することで、同本体から前記支持体が離脱することを抑制可能な構造である接合具と、An opening is formed which is formed of a predetermined rigid material, includes a bottom plate portion and a required number of side plate portions integrally erected from the bottom plate portion, and is surrounded by the side plate portions in a direction facing the bottom plate portion. At the same time, a joint portion capable of joining the joining member is provided on the outer surface of the bottom plate portion and the side plate portion, and the side plate portion is fixed by inclining downward from the outer surface toward the center and penetrating the fixture so as to be insertable. A bottomed box-shaped hollow structure body in which a tool insertion hole is formed, and a joint portion formed of a predetermined rigid material and capable of closing the opening of the main body and joining a joining member to the outer surface. Is provided on the lid plate portion provided with the lid plate portion and the portion of the lid plate portion that is behind the outer surface of the lid plate portion so that the lid plate portion can be accommodated in the main body and hits the inner surface of the main body in a state of being accommodated in the main body. The support has a shape that is in contact with the support and includes a support having an inclined surface on which the tip of the fixture inserted through the fixture insertion hole can be contacted. A structure capable of suppressing the support from being detached from the main body by abutting the tip of the fixture to be inserted into the fixture insertion hole in the inclined surface in the housed state in which the lid is housed in the main body. With the joints that are
前記本体の接合部または前記支持体の接合部から選択された2以上の接合部を介して接合された、複数の接合部材と、With a plurality of joining members joined via two or more joinings selected from the joining of the main body or the joining of the support.
を備えるTo prepare
接合構造。Joint structure.
前記接合具が、前記接合部材によって掩蔽されているThe joining tool is covered by the joining member.
請求項3に記載の接合構造。The joining structure according to claim 3.
前記接合部材が、木製の柱材または横架材であるThe joining member is a wooden pillar or horizontal member.
請求項3または請求項4に記載の接合構造。The joint structure according to claim 3 or 4.
前記接合部が、板厚方向に貫通した接続具挿通孔が形成され、該接続具挿通孔に挿通された接続具を以て、前記接合部材と前記接合具とが接合される構造であるThe joint portion has a structure in which a connector insertion hole penetrating in the plate thickness direction is formed, and the joint member and the joint tool are joined by the connector inserted through the connector insertion hole.
請求項3、請求項4または請求項5に記載の接合構造。The joining structure according to claim 3, claim 4 or claim 5.
前記接続具が、軸部に雄ネジが形成されたネジ部材であり、The connector is a screw member having a male screw formed on the shaft portion.
前記接合部材が、前記接合具との接合面に前記ネジ部材を螺着するネジ孔が形成されていると共に、該ネジ孔の口縁には、前記本体あるいは前記支持体の外面と同程度以上の強度の剛性材料で形成された所定幅の周縁部が、前記接合面から突出した態様で設けられているThe joint member has a screw hole for screwing the screw member on the joint surface with the joint tool, and the mouth edge of the screw hole has a degree equal to or higher than the outer surface of the main body or the support. A peripheral edge portion having a predetermined width formed of a rigid material having the strength of the above is provided so as to project from the joint surface.
請求項6に記載の接合構造。The joining structure according to claim 6.
所定の剛性材料で形成され、底板部、および、該底板部から一体的に立設した所要数の側板部を有し、前記底板部の対向方向に前記側板部で囲まれた開口部が形成されると共に、前記底板部および前記側板部の外面に接合部材を接合可能な接合部が設けられ、前記側板部には、その外面から中心方向へ下り傾斜し、固定具を挿通可能に貫通した固定具挿通孔が形成された、有底箱型で中空構造の本体と、所定の剛性材料で形成され、前記本体の開口部を閉塞可能であると共に、外面に接合部材を接合可能な接合部が設けられた蓋板部、および、該蓋板部の前記外面の裏となる部分に設けられて前記本体内に収容可能であると共に、同本体内への収容状態で同本体の内面に当接して支持される形状であり、前記固定具挿通孔を介して挿入された固定具の先部が当接可能な傾斜面が形成された支持部、を有する支持体と、を備え、該支持部が前記本体内に収容された収容状態において、前記固定具挿通孔に挿入する固定具の先部が前記傾斜面に当接することで、同本体から前記支持体が離脱することを抑制可能な構造である接合具を使用し、It is formed of a predetermined rigid material, has a bottom plate portion and a required number of side plate portions integrally erected from the bottom plate portion, and an opening surrounded by the side plate portions is formed in a direction facing the bottom plate portion. At the same time, a joint portion capable of joining the joining member is provided on the outer surface of the bottom plate portion and the side plate portion, and the side plate portion is inclined downward from the outer surface toward the center and penetrates the fixture so as to be insertable. A bottomed box-shaped hollow structure body in which a fixture insertion hole is formed, and a joint portion formed of a predetermined rigid material and capable of closing the opening of the main body and joining a joining member to the outer surface. Is provided on the lid plate portion provided with the lid plate portion and the portion of the lid plate portion that is behind the outer surface of the lid plate portion and can be accommodated in the main body. The support is provided with a support having a shape of being abutted and supported, and having an inclined surface formed with an inclined surface on which the tip of the fixture inserted through the fixture insertion hole can be contacted. When the portion is housed in the main body, the tip of the fixing tool to be inserted into the fixing tool insertion hole comes into contact with the inclined surface, so that the support can be prevented from being separated from the main body. Using a structural joint,
前記接合具の各接合部の中から選択された2以上の接合部を介して、同接合具の外面へ複数の接合部材を接合して行うA plurality of joint members are joined to the outer surface of the joint through two or more joints selected from the joints of the joint.
接合方法。Joining method.
JP2018156583A 2018-08-23 2018-08-23 Joining tools, joining structures, and joining methods Active JP6762621B2 (en)

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