JP4705068B2 - Member joining structure and member joining method - Google Patents

Member joining structure and member joining method Download PDF

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JP4705068B2
JP4705068B2 JP2007110711A JP2007110711A JP4705068B2 JP 4705068 B2 JP4705068 B2 JP 4705068B2 JP 2007110711 A JP2007110711 A JP 2007110711A JP 2007110711 A JP2007110711 A JP 2007110711A JP 4705068 B2 JP4705068 B2 JP 4705068B2
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hole
core material
core
stigma
end bracket
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JP2008267482A (en
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正之 小嶋
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Misawa Homes Co Ltd
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Description

本発明は、2つの部材の端面同士を接合する部材の接合構造及びその接合方法に関する。 The present invention relates to a joining structure of members for joining end faces of two members and a joining method thereof.

従来は、2つの構造材を接合する際は、例えば、特許文献1にある様に、一方の接合面にほぞを設け、他方の接合面にほぞが嵌るほぞ穴を設けて、ほぞをほぞ穴に嵌め込むことで両者を接合していた。しかし、特許文献1の接合構造では、ほぞ穴に対するほぞの嵌め込む方向が正確に一致するように、両者を支持しながら接合作業を行う必要があり、接合の際に両者を安定させていないと、両者の接合面同士を密着させた状態で確実に接合することは困難であるという問題があった。   Conventionally, when two structural materials are joined, for example, as disclosed in Patent Document 1, a tenon is provided on one joining surface, and a tenon that fits a tenon is provided on the other joining surface. The two were joined by being fitted in. However, in the joining structure of Patent Document 1, it is necessary to perform joining work while supporting both so that the direction in which the tenon fits into the mortise matches exactly, and both are not stabilized at the time of joining. In addition, there is a problem that it is difficult to reliably bond the two bonded surfaces in a state of being in close contact with each other.

このような問題に関し、本出願人は、座部及び脚部のそれぞれの内部に、端面側から挿入されて係合される係合部と、座部及び脚部の外面に当接される当接部と、係合部と当接部とを引き寄せ可能に連結したボルト部とを備える接合金物を介して座部と脚部とを突き合わせて、接合金物を介して端面同士が密着した状態で接合される部材の接合構造を特許文献2において提案した。
特許第2729893号公報 特開2004−125118号公報
With regard to such a problem, the applicant of the present invention has an engagement portion inserted into and engaged with each of the seat portion and the leg portion from the end surface side, and an abutment against the outer surface of the seat portion and the leg portion. In a state where the seat part and the leg part are brought into contact with each other through the joint metal fitting provided with the joint part and the bolt part in which the engagement part and the contact part are connected so as to be drawable, and the end surfaces are in close contact with each other through the joint metal part. Patent document 2 proposed a joining structure of members to be joined.
Japanese Patent No. 2729893 JP 2004-125118 A

しかし、特許文献2で提案された部材の接合構造では座部及び脚部の接合強度を保証できるとしても、例えば菜園に構築される大がかりな構造体については接合構造部分が頭上に位置する場合もあり、さらに大なる強度及び良好な外観が構造的に保証される必要があった。
本発明は以上の従来技術における問題に鑑み、外装材内側に芯材が設けられた同一構造の複合材を用いてなる2つの部材をその端面同士で接合する際に、両部材が安定していない状態でも十分な強度で効率的に両者を接合することができる部材の接合構造及び部材の接合方法を提供することを目的とする。
However, even if the joint structure of the member proposed in Patent Document 2 can guarantee the joint strength of the seat and the leg, for example, for a large structure constructed in a vegetable garden, the joint structure part may be located overhead. In addition, greater strength and good appearance had to be guaranteed structurally.
In the present invention, in view of the above problems in the prior art, when two members using a composite material having the same structure in which a core material is provided on the inner side of the exterior material are joined at their end surfaces, both members are stable. It is an object of the present invention to provide a member joining structure and a member joining method capable of efficiently joining the two members with sufficient strength even in the absence of the members.

すなわち本発明の部材の接合構造は、外装材内側に芯材が設けられた同一構造の複合材を用いてなる2つの部材の一の部材の芯材側面に形成された貫通孔に芯材の内側から外側に向けて挿通されたボルト軸部によって芯材の外側に取り付けられた柱頭接合プレートと、他の部材の端面に装着される端部ブラケットとを備えてなる接合構造部を有し、端部ブラケットは連通溝部を有し、端部ブラケットを柱頭接合プレートが取り付けられた一の部材の芯材の側面と柱頭接合プレート間に挿入し、ボルト軸部が芯材側面の貫通孔と端部ブラケットの連通溝部とを連通して端部ブラケットが一の部材の芯材の側面と柱頭接合プレート間に挟持されて、一の部材の端部が他の部材の端面部に、一の部材と他の部材とが直交した状態で接合されることを特徴とする。   That is, the joining structure of the members of the present invention is such that the core material is inserted into the through hole formed on the side surface of the core material of one member of the two members using the composite material having the same structure in which the core material is provided inside the exterior material. It has a joining structure part comprising a stigma joining plate attached to the outside of the core material by a bolt shaft part inserted from the inside to the outside, and an end bracket attached to the end face of another member, The end bracket has a communication groove, and the end bracket is inserted between the side surface of the core material of the one member to which the stigma joining plate is attached and the stigma joining plate, and the bolt shaft portion is connected to the through hole on the side surface of the core material. The end bracket is sandwiched between the side surface of the core material of one member and the stigma joining plate, and the end portion of one member is connected to the end surface portion of the other member. And that other members are joined in an orthogonal state And butterflies.

端部ブラケットは係止部を有し、連通溝部は係止部の両側面を連通すると共に係止部の一の側辺に開口する開口部を有する様にすることができる。   The end bracket may include a locking portion, and the communication groove may communicate with both side surfaces of the locking portion and have an opening that opens on one side of the locking portion.

係止部を柱頭接合プレートが取り付けられた一の部材の芯材の側面と柱頭接合プレート間に挿入し、ボルト軸部が端部ブラケットの係止部の一の側辺に開口する開口部から挿入されて芯材側面の貫通孔と係止部に形成された連通溝部とを連通し、端部ブラケットの係止部が一の部材の芯材の側面と柱頭接合プレート間に位置決めされて配置された状態で柱頭接合プレートと一の部材の芯材の側面との間に密着して挟持されてなる様にしてもよい。   Insert the locking part between the side surface of the core of the one member to which the stigma joining plate is attached and the stigma joining plate, and from the opening where the bolt shaft part opens on one side of the locking part of the end bracket The inserted through hole on the side surface of the core material communicates with the communication groove formed in the locking portion, and the locking portion of the end bracket is positioned between the side surface of the core material of one member and the stigma joining plate. In this state, the stigma joining plate and the side surface of the core member of one member may be tightly sandwiched.

前記連通溝部は長さが異なる長短に形成された一対の連通溝部であり、一の部材の芯材側面に形成された一対の貫通孔と柱頭接合プレートの平板部に設けられた一対の連通孔と端部ブラケットに設けられた一対の連通溝部はボルト軸部を一連に挿通することができる相互に対応した位置に設けられ、かつ一の部材の芯材側面に形成された一対の貫通孔の間隔及び柱頭接合プレートの平板部に設けられた一対の連通孔の間隔は端部ブラケットに設けられた一対の連通溝部の最短間隔よりも大なる間隔とされる様にしてもよい。   The communication groove portions are a pair of communication groove portions formed in different lengths, and a pair of communication holes provided in a flat plate portion of the stigma-connecting plate and a pair of through holes formed in a side surface of the core member of one member. And a pair of communication groove portions provided in the end bracket are provided at mutually corresponding positions where the bolt shaft portion can be inserted in series, and a pair of through holes formed on the side surface of the core member of one member. The interval and the interval between the pair of communication holes provided in the flat plate portion of the stigma joining plate may be set to be larger than the shortest interval between the pair of communication groove portions provided in the end bracket.

柱頭接合プレートは一体成形された平板部と曲折部とを有する様にしてもよい。   The stigma joining plate may have a flat plate portion and a bent portion that are integrally formed.

また本発明の部材の接合方法は、外装材内側に芯材が設けられた同一構造の複合材を用いた2つの部材の一の部材の芯材側面に貫通孔を形成する工程と、その貫通孔に芯材の内側から挿通されたボルト軸によって芯材の外側に柱頭接合プレートを取り付ける工程と、他の部材の端面部に端部ブラケットを取り付ける工程と、接合構造部を介して一の部材と他の部材とを接合する工程とよりなり、端部ブラケットの連通溝部を柱頭接合プレートが取り付けられた一の部材の芯材の側面と柱頭接合プレート間に挿入し、芯材側面に貫通孔を貫通したボルト軸が端部ブラケットの連通溝部に挿通され、端部ブラケットが一の部材の芯材の側面と柱頭接合プレート間に所定に位置決めされて配置された状態でボルトを回動させ、ボルトの回動により一の部材の芯材外側に装着された柱頭接合プレートと一の部材の芯材の側面とを近接させることによって端部ブラケットを柱頭接合プレートと一の部材の芯材の側面との間に挟持し、もって他の部材の端面部と一の部材の芯材の側面とを引き寄せて接合することを特徴とする。   Further, the method of joining members according to the present invention includes a step of forming a through hole in a side surface of a core member of one member using a composite material having the same structure in which a core material is provided inside the exterior material, A step of attaching the stigma joining plate to the outside of the core material by a bolt shaft inserted into the hole from the inside of the core material, a step of attaching an end bracket to the end surface portion of another member, and one member via the joining structure portion And the other member are joined to each other, and the connecting groove portion of the end bracket is inserted between the side surface of the core material of the one member to which the stigma joining plate is attached and the stigma joining plate, and a through hole is formed in the side surface of the core material. The bolt shaft penetrating the end bracket is inserted into the communication groove portion of the end bracket, and the end bracket is rotated with the bolt positioned in a predetermined position between the side surface of the core member and the stigma joining plate, One by rotating the bolt The end bracket is sandwiched between the stigma joining plate and the side surface of the core member of one member by bringing the stigma joining plate mounted on the outside of the core member of the member close to the side surface of the core member of one member, Therefore, it is characterized in that the end surface portion of the other member and the side surface of the core material of the one member are pulled and joined.

端部ブラケットの連通溝部を端部ブラケットの有する係止部に係止部の両側面を連通すると共に係止部の一の側辺に開口する開口部を有する様に形成し、その係止部を芯材の側面と柱頭接合プレート間に挿入し、係止部の一の側辺に開口する開口部を介してボルト軸が連通溝部に挿入されてボルト軸に干渉させることなく係止部を芯材の側面と柱頭接合プレート間に配置する様にしてもよい。   The communicating groove portion of the end bracket is formed so as to communicate with both side surfaces of the engaging portion with the engaging portion of the end bracket and to have an opening opening on one side of the engaging portion. Is inserted between the side surface of the core material and the stigma joining plate, and the bolt shaft is inserted into the communication groove portion through an opening opening on one side of the locking portion, so that the locking portion is not interfered with the bolt shaft. You may make it arrange | position between the side surface of a core material, and a stigma joining plate.

柱頭接合プレートを弾性素材により形成して柱頭接合プレートを端部ブラケットに弾性的に密着させて端部ブラケットを柱頭接合プレートと一の部材の芯材の側面との間に挟持する様にしてもよい。   The stigma joining plate is formed of an elastic material, and the stigma joining plate is elastically adhered to the end bracket so that the end bracket is sandwiched between the stigma joining plate and the side surface of the core of one member. Good.

一の部材の芯材側面に貫通孔を形成する工程は、現場下穴加工用貫通孔を有する下穴加工テンプレートを備えた芯材加工治具を一の部材の芯材頂端部に装着し、その状態で下穴加工テンプレートの現場下穴加工用貫通孔に孔空け治具を挿入し、現場下穴加工用貫通孔によって位置決めされた一の部材の芯材側面に貫通孔を形成する工程によって行われ、現場下穴加工用貫通孔によって位置決めして形成された芯材側面貫通孔と柱頭接合プレートに設けられた連通孔と端部ブラケットに設けられた連通溝部をボルト軸部を一連に挿通することができる相互に対応した位置に設ける様にすることができる。   The step of forming a through-hole on the side surface of the core material of one member is to attach a core material processing jig provided with a prepared hole processing template having a through-hole for on-site pilot hole processing to the top end portion of the core material of one member, In this state, by inserting a drilling jig into the through hole for on-site pilot hole machining in the prepared hole machining template, and forming a through hole on the core material side surface of one member positioned by the through hole for on-site pilot hole machining Bolt shafts are inserted in series through the core side face through holes formed by positioning through the on-site pilot hole machining through holes, the communication holes provided in the stigma connection plate, and the communication grooves provided in the end brackets. They can be provided at positions corresponding to each other.

本発明によれば、外装材内側に芯材が設けられた同一構造の複合材を用いてなる2つの部材をその端面同士で接合する際に、両部材が安定していない状態でも十分な強度で効率的に接合構造部を介して、互いの端部が密着した状態で確実に且つ容易に両者が接合した状態にすることができる。   According to the present invention, when two members made of a composite material having the same structure in which the core material is provided on the inner side of the exterior material are joined together at the end surfaces, sufficient strength is obtained even when both the members are not stable. Thus, both can be reliably and easily joined with the end portions in close contact with each other via the joining structure portion.

以下、図を参照して本発明を実施するための最良の形態を詳細に説明する。
図1には、本発明に係る部材の接合構造を有する菜園構造体1を示す。
菜園構造体1は、主として押出材からなる部材を用いて築造され、略矩形板状の平面部を備えて延在する中空部を有する底盤部11と、底盤部11の四隅部から鉛直上方に延在して取りつけられた柱12,12とを有する。
また、柱12,12の上端部間には横梁13,13が差し渡され、横梁13,13の各両端部が柱12の上端部と接合構造部2を介して接合される。
Hereinafter, the best mode for carrying out the present invention will be described in detail with reference to the drawings.
In FIG. 1, the vegetable garden structure 1 which has the joining structure of the member which concerns on this invention is shown.
The vegetable garden structure 1 is constructed mainly using a member made of an extruded material, and has a bottom board part 11 having a hollow part extending with a substantially rectangular plate-like flat part, and vertically upward from four corners of the bottom board part 11. It has the pillars 12 and 12 extended and attached.
Further, the cross beams 13 and 13 are passed between the upper ends of the columns 12 and 12, and both end portions of the cross beams 13 and 13 are joined to the upper end of the column 12 via the joint structure portion 2.

また、横梁13,13の上面間に差し渡す態様で横梁13,13と交差する方向に定間隔に複数の縦梁14,14・・・が差し渡され、その縦梁14,14・・・の端部は横梁13,13上面からさらに側方に延出して、底盤部11の鉛直上方の空間に形成される略矩形状の領域よりも外方に突出される。さらにこれらの複数の縦梁14,14・・・の中には、他の縦梁14,14・・・よりもさらに延長されて外方に突出する縦梁14a,14bが設けられる。
一方、底盤部11の外側において地盤から鉛直上方に延在する様に1対の柱15,15が地上に直接立設されており、この柱15,15の上端部と縦梁14a,14bの先端部とが接合構造部2を介して接合される。
Further, a plurality of vertical beams 14, 14... Are passed at regular intervals in a direction crossing the horizontal beams 13, 13 in a manner of passing between the upper surfaces of the horizontal beams 13, 13. The vertical beams 14, 14. The ends of the horizontal beams 13 and 13 extend further laterally from the upper surfaces of the horizontal beams 13 and protrude outward from the substantially rectangular region formed in the space vertically above the bottom plate 11. Further, in the plurality of vertical beams 14, 14,..., Vertical beams 14a, 14b that extend further than the other vertical beams 14, 14.
On the other hand, a pair of pillars 15 and 15 are erected directly on the ground so as to extend vertically upward from the ground outside the bottom base part 11, and the upper ends of the pillars 15 and 15 and the vertical beams 14a and 14b The tip portion is joined via the joint structure portion 2.

平板状の底盤部11は廃材樹脂を粉砕することによって得られた廃材樹脂粉砕物と、木質廃材を粉砕することによって得られた木質廃材粉砕粉と、木質廃材粉と廃材樹脂粉砕物との接着助剤としての無水マレイン酸と、顔料と、を混合し混合材料とし、この混合材料を溶融させて押出成形してなる押出材から形成されている。   The plate-like bottom plate part 11 is an adhesive between the waste resin pulverized material obtained by pulverizing the waste material resin, the wooden waste material pulverized powder obtained by pulverizing the wood waste material, and the wood waste material powder and the waste resin pulverized material. It is formed from an extruded material obtained by mixing maleic anhydride as an auxiliary agent and a pigment into a mixed material, melting the mixed material, and extrusion molding.

廃材樹脂は、食品等の包装に用いられた後回収されたトレイ、食品コンテナ等のポリプロピレン包装部材や、ポリプロピレン包装部材を形成した際に出るポリプロピレンの端材を粉砕したものである。
木質廃材は、住宅等の建物を解体した際に排出される木質廃材や家具を解体した際に排出される木質廃材、建物建築中に排出される木材の端材、おが屑等を使用する。そして、木質廃材、廃材樹脂、無水マレイン酸、顔料は、押出材全体に対してそれぞれ10〜60wt%、36〜86wt%、2wt%以下、2wt%以下含まれている。
The waste material resin is obtained by pulverizing a polypropylene packaging member such as a tray and a food container collected after being used for packaging of food or the like, and a polypropylene scrap material produced when the polypropylene packaging member is formed.
Wood waste materials include wood waste materials that are discharged when a building such as a house is dismantled, wood waste materials that are discharged when a furniture is dismantled, wood scraps that are discharged during building construction, sawdust, and the like. The wood waste material, waste material resin, maleic anhydride, and pigment are contained in an amount of 10 to 60 wt%, 36 to 86 wt%, 2 wt% or less, and 2 wt% or less, respectively, with respect to the entire extruded material.

ここで、木質廃材を平板状部材全体に対して10〜60wt%含ませたのは、10wt%未満では本物の木材により近い手触り等の風合いを出すことが難しく、また、60wt%を越えると木質廃材が過多となって押出材の成形性が低下するためである。
また、廃材樹脂を平板状部材全体に対して36〜86wt%含ませたのは、36wt%未満では、廃材の再利用率を向上させることが難しく、86wt%を越えると溶融しづらい廃材樹脂を多く含むので押出材の成形性が低下するためである。さらに、無水マレイン酸および顔料を押出材全体に対して2wt%以下含ませたのは、押出材の成形性が低下するのを防ぐためである。
Here, the reason why 10 to 60 wt% of the wood waste material is included in the entire plate-shaped member is that it is difficult to give a texture such as a touch closer to real wood if it is less than 10 wt%, and if it exceeds 60 wt%, This is because the waste material becomes excessive and the moldability of the extruded material is lowered.
The reason why the waste resin is included in the plate member in the range of 36 to 86 wt% is that if it is less than 36 wt%, it is difficult to improve the recycling rate of the waste material, and if it exceeds 86 wt%, it is difficult to melt the waste resin. It is because the moldability of the extruded material is lowered because it is contained in a large amount. Further, the reason why the maleic anhydride and the pigment are contained in an amount of 2 wt% or less with respect to the entire extruded material is to prevent deterioration of the moldability of the extruded material.

柱12、横梁13,13及び縦梁14,14・・・には図2(a)(b)に示す複合材16が用いられる。
複合材16は、外装材161と芯材162とを備えている。外装材161は、筒状をなし、その内壁面から内側に突出する突条163,163…が所定間隔をもって形成され、その突条163,163…が外装材161内側に挿入される芯材162外側面に当接して、芯材162を外装材161内側にて支持している。芯材162はその四隅に婉曲なアール部162aが設けられてなり、その各アール部162aの内側にはビス孔162bが設けられる。
A composite material 16 shown in FIGS. 2A and 2B is used for the column 12, the horizontal beams 13, 13, and the vertical beams 14, 14...
The composite material 16 includes an exterior material 161 and a core material 162. The exterior material 161 has a cylindrical shape, and protrusions 163, 163... Projecting inward from the inner wall surface are formed at a predetermined interval, and the protrusions 163, 163... Are inserted inside the exterior material 161. The core material 162 is supported inside the exterior material 161 in contact with the outer surface. The core material 162 is provided with curved round portions 162a at the four corners thereof, and screw holes 162b are provided inside the round portions 162a.

外装材161と芯材162との間には、四隅のアール部162a間の四側面に各一づつ複数の装着部164,…が設けられている。この装着部164は、芯材162の内側方に向けて凹で、かつ芯材162の外側方に向けて開口部分164aを有する断面略長方形状にされてなる。   Between the exterior material 161 and the core material 162, a plurality of mounting portions 164,... Are provided on each of the four side surfaces between the rounded portions 162a at the four corners. The mounting portion 164 has a substantially rectangular cross section that is concave toward the inner side of the core member 162 and has an opening portion 164a toward the outer side of the core member 162.

外装材161は、セルロース系微粉粒と樹脂とを混合し、かつ、溶融させて成形してなるものである。セルロース系微粉粒は、例えば、住宅等の建物を解体した際に排出される木質廃材、建物建築中に排出される端材、おが屑等の木質廃材を周知の粉砕機により粉砕することによって得られる木粉や、木材、バカス、稲藁等の天然木材を粉砕することによって得られる木粉が挙げられる。   The exterior material 161 is formed by mixing and melting cellulose-based fine particles and a resin. Cellulose-based fine particles can be obtained, for example, by crushing wood waste materials discharged when a building such as a house is demolished, scrap materials discharged during building construction, and wood waste materials such as sawdust with a known crusher. Examples thereof include wood flour and wood flour obtained by pulverizing natural wood such as wood, bacas, and rice straw.

樹脂は、例えば、食品等の包装に用いられた後回収されたトレー、食品コンテナ等の包装部材を周知の粉砕機により粉砕することによって得られる樹脂や、天然木材から得られる樹脂等が挙げられる。すなわち、塩化ビニル樹脂、発泡塩化ビニル樹脂、ポリエチレン樹脂、フェノール樹脂、ウレタン樹脂、ポリウレタン樹脂、ABS樹脂、ポリスチレン樹脂等である。そして、セルロース系微粉粒と樹脂とを均一に混合し、混合材料としたうえで、この混合材料を押出成形機で加熱溶融させて押出成形することによって、外装材161が製造されている。なお、このようにして得られた外装材161の表面は、例えば、サンディングペーパー等で木目模様(図示しない)を施したり、塗装を施すことによって仕上げられている。   Examples of the resin include a resin obtained by pulverizing a tray and a packaging member such as a food container collected after being used for packaging of food with a known pulverizer, a resin obtained from natural wood, and the like. . That is, vinyl chloride resin, foamed vinyl chloride resin, polyethylene resin, phenol resin, urethane resin, polyurethane resin, ABS resin, polystyrene resin, and the like. The exterior material 161 is manufactured by uniformly mixing the cellulose fine particles and the resin to obtain a mixed material, and then heating and melting the mixed material with an extruder to perform extrusion molding. The surface of the exterior material 161 obtained in this way is finished by, for example, applying a grain pattern (not shown) or painting with sanding paper or the like.

芯材162は、断面略矩形状の金属製素材よりなり、外装材161の内壁面と隙間を隔てて挿入されている。すなわち、この芯材162はその四隅に形成された柱頭接合プレート162aが外装材161の突条163に支持された状態で外装材161内側に収納される。   The core material 162 is made of a metal material having a substantially rectangular cross section, and is inserted with a gap from the inner wall surface of the exterior material 161. That is, the core material 162 is accommodated inside the exterior material 161 in a state where the stigma joining plates 162 a formed at the four corners are supported by the protrusions 163 of the exterior material 161.

次に接合構造部2について説明する。以下の発明を実施するための最良の形態の説明では柱12と横梁13との接合構造部2に着目して、その説明を行う。
しかし、接合構造部2は、柱12,12及び横梁13,13及び縦梁14,14のうちの任意の二の部材の接合のいずれについても適用され、図1に示す菜園構造体1では横梁13,13の各両端部が柱12の上端部と接合構造部2を介して接合され、柱15,15の上端部と縦梁14a,14bの先端部とが接合構造部2を介して接合される。
Next, the junction structure 2 will be described. In the following description of the best mode for carrying out the invention, the description will be given focusing on the joint structure portion 2 between the column 12 and the cross beam 13.
However, the joining structure portion 2 is applied to any joining of any two members of the columns 12, 12 and the transverse beams 13, 13 and the longitudinal beams 14, 14, and the vegetable garden structure 1 shown in FIG. Both end portions of 13 and 13 are joined to the upper end portion of the column 12 via the joining structure portion 2, and the upper end portions of the columns 15 and 15 and the distal end portions of the vertical beams 14 a and 14 b are joined via the joining structure portion 2. Is done.

外装材161内側に芯材162を収納した状態で、柱12の上端面部は横梁13の端面部に、横梁13と柱12とが直交した状態で接合構造部2を介して接合される。
図3に示す様に接合構造部2は、柱12と接合される横梁13の端面部に装着される端部ブラケット21と、柱12の芯材162の装着部164にボルト22によって装着される板状の柱頭接合プレート23と、接合構造部2全体をカバーする柱キャップ24とを備える。
In a state where the core material 162 is housed inside the exterior material 161, the upper end surface portion of the column 12 is joined to the end surface portion of the lateral beam 13 via the joint structure portion 2 in a state where the lateral beam 13 and the column 12 are orthogonal to each other.
As shown in FIG. 3, the joining structure portion 2 is attached by bolts 22 to the end bracket 21 attached to the end face portion of the cross beam 13 joined to the column 12 and the attaching portion 164 of the core member 162 of the column 12. A plate-like stigma joining plate 23 and a pillar cap 24 that covers the entire joining structure 2 are provided.

図3〜図6に示す様に、端部ブラケット21は柱12と接合される横梁13の端面部に直接当接する一対の当接部211と、一対の当接部211間にあって当接部211と一体に形成された係止部212とを有してなる。一対の当接部211の各々には横梁13を構成する複合材16の各アール部162aに設けられた各ビス孔162bに対応する位置に、ビス孔211bが設けられ、ビス孔162bと端部ブラケット21のビス孔211bとにビス25が挿通されて、横梁13の端面部に端部ブラケット21が装着される。   As shown in FIGS. 3 to 6, the end bracket 21 is located between the pair of contact portions 211 that directly contact the end surface portion of the cross beam 13 joined to the column 12 and the pair of contact portions 211. And a locking portion 212 formed integrally. Each of the pair of abutting portions 211 is provided with a screw hole 211b at a position corresponding to each screw hole 162b provided in each rounded portion 162a of the composite material 16 constituting the cross beam 13, and the screw hole 162b and the end portion Screws 25 are inserted into the screw holes 211 b of the bracket 21, and the end bracket 21 is attached to the end surface portion of the cross beam 13.

一対の当接部211間の係止部212には連通溝部212a及び連通溝部212bが形成される。連通溝部212a及び連通溝部212bは当接部211の長手方向に沿って係止部212の一側から切り込んだ態様で設けられ、それぞれ切り込み開口部212Aと切り込み開口部212Bとを有する。   A communication groove 212 a and a communication groove 212 b are formed in the locking portion 212 between the pair of contact portions 211. The communication groove portion 212a and the communication groove portion 212b are provided in a manner of being cut from one side of the locking portion 212 along the longitudinal direction of the contact portion 211, and each have a cut opening portion 212A and a cut opening portion 212B.

また連通溝部212a及び連通溝部212bは長さの異なる長短に形成され、かつ連通溝部212a及び連通溝部212bのうち連通溝部212aは、一対の当接部211の一方側に偏寄した位置に形成され、連通溝部212bは他方に偏寄した位置に形成される。 その結果、連通溝部212a及び連通溝部212b各々の切り込み開口部212Aと切り込み開口部212Bから最遠に位置する最深部212α及び212β間の間隔D1は、連通溝部212a及び連通溝部212b間の最短間隔D2に対し約2倍の間隔となる。なお、この最深部212α及び212βを結んで形成される仮想斜行線Xは係止部212の四隅によって構成される一対の対角線の内、一の対角線Yとほぼ一致し、若しくは近似する斜行線となる。   The communication groove 212a and the communication groove 212b are formed to have different lengths, and the communication groove 212a of the communication groove 212a and the communication groove 212b is formed at a position offset to one side of the pair of contact portions 211. The communication groove 212b is formed at a position offset to the other side. As a result, the distance D1 between the deepest portions 212α and 212β located farthest from the cut opening 212A and the cut opening 212B of each of the communication groove 212a and the communication groove 212b is the shortest distance D2 between the communication groove 212a and the communication groove 212b. The interval is about twice as large. Note that the virtual oblique line X formed by connecting the deepest portions 212α and 212β substantially coincides with or approximates one diagonal line Y of a pair of diagonal lines formed by the four corners of the locking portion 212. Become a line.

図3、図5〜図7に示す様に、柱頭接合プレート23は柱12の芯材162の装着部164の外側に装着部164の開口部164aに近接して位置する様に、ボルト22によって装着され、横梁13の端面部に装着された端部ブラケット21は柱12の芯材162と柱頭接合プレート23との間に挟持される態様でボルト22によって装着される。
この柱頭接合プレート23は一体成形された平板部23aと曲折部23bとを有し、平板部23aには連通孔23c及び連通孔23dが設けられる。
この柱頭接合プレート23の平面形状は端部ブラケット21における一対の当接部211間の係止部212と相似形であって、かつ小なる大きさにされており、その結果柱頭接合プレート23は端部ブラケット21における一対の当接部211間の係止部212の内側に配置可能にされている。
As shown in FIG. 3 and FIG. 5 to FIG. 7, the stigma joining plate 23 is secured by bolts 22 so as to be positioned outside the mounting portion 164 of the core member 162 of the column 12 and in the vicinity of the opening 164 a of the mounting portion 164. The end bracket 21 that is attached and attached to the end face portion of the cross beam 13 is attached by the bolt 22 in such a manner that it is sandwiched between the core member 162 of the column 12 and the stigma joining plate 23.
This stigma joining plate 23 has a flat plate portion 23a and a bent portion 23b which are integrally formed, and the flat plate portion 23a is provided with a communication hole 23c and a communication hole 23d.
The planar shape of the stigma joining plate 23 is similar to the locking portion 212 between the pair of abutting portions 211 in the end bracket 21, and is small in size. The end bracket 21 can be disposed inside the locking portion 212 between the pair of contact portions 211.

また平板部23aに設けられた連通孔23c及び連通孔23dは、端部ブラケット21の連通溝部212a及び連通溝部212b各々の最深部212α及び212βに対応する位置に設けられ、その結果連通孔23cと連通孔23dとの間隔は端部ブラケット21における連通溝部212a及び連通溝部212b各々の最深部212α及び212β間の間隔D1と一致し、連通溝部212a及び連通溝部212b間の最短間隔D2に対し約2倍の間隔となる。なお、この連通孔23c及び連通孔23dの配置位置を結んで形成される仮想斜行線Xは柱頭接合プレート23の四隅によって構成される一対の対角線の内、一の対角線Yとほぼ一致し、若しくは近接する斜行線となる。   Further, the communication hole 23c and the communication hole 23d provided in the flat plate portion 23a are provided at positions corresponding to the deepest portions 212α and 212β of the communication groove portion 212a and the communication groove portion 212b of the end bracket 21, respectively. The distance from the communication hole 23d coincides with the distance D1 between the deepest portions 212α and 212β of each of the communication groove 212a and the communication groove 212b in the end bracket 21, and is about 2 with respect to the shortest distance D2 between the communication groove 212a and the communication groove 212b. Double spacing. The virtual oblique line X formed by connecting the arrangement positions of the communication hole 23c and the communication hole 23d substantially coincides with one diagonal line Y of the pair of diagonal lines formed by the four corners of the stigma joining plate 23, Or it becomes an adjacent oblique line.

ボルト22は、図6に示すようにボルト軸22bの先端部にナット部22cに螺合する雄ネジ部が形成され、ボルト軸22bの基端部にボルト軸22bの直径より径が大きい頭部22aを備える。   As shown in FIG. 6, the bolt 22 has a male screw portion that is screwed into the nut portion 22c at the distal end portion of the bolt shaft 22b, and a head portion having a diameter larger than the diameter of the bolt shaft 22b at the proximal end portion of the bolt shaft 22b. 22a.

図8は、以上のように構成された接合構造部2によって横梁13の端面部に接合される柱12の芯材162に芯材加工治具3を用いて接合作業の前に施される現場下穴加工の手順を示す。
芯材加工治具3は嵌合平面部3aとこの嵌合平面部3aと一体に形成され嵌合平面部3aの一端からほぼ90°に曲折して連続する下穴加工テンプレート3bと、嵌合平面部3aの他端からほぼ90°に曲折して連続する保持片3cとを有してなる。下穴加工テンプレート3bには下穴加工用の貫通孔3dと貫通孔3eとが設けられる。
FIG. 8 shows the work site applied to the core member 162 of the column 12 joined to the end surface portion of the cross beam 13 by the joining structure portion 2 configured as described above before the joining work using the core material processing jig 3. Shows the procedure for drilling pilot holes.
The core material processing jig 3 is fitted with a fitting flat surface portion 3a and a prepared pilot hole processing template 3b formed integrally with the fitting flat surface portion 3a and bent continuously from one end of the fitting flat surface portion 3a to approximately 90 °. It has a holding piece 3c which is bent at approximately 90 ° from the other end of the flat portion 3a and is continuous. The prepared hole processing template 3b is provided with a through hole 3d and a through hole 3e for processing a prepared hole.

この貫通孔3dと貫通孔3eは、柱頭接合プレート23の平板部23aに設けられた連通孔23c及び連通孔23d及び端部ブラケット21の連通溝部212a及び連通溝部212b各々の最深部212α及び212βに対応する位置に設けられ、その結果貫通孔3dと貫通孔3eとの間隔は端部ブラケット21における連通溝部212a及び連通溝部212b各々の最深部212α及び212β間の間隔D1と一致し、連通溝部212a及び連通溝部212b間の最短間隔D2に対し約2倍の間隔となる。なお、この貫通孔3dと貫通孔3eとの配置位置を結んで形成される仮想斜行線X’は下穴加工テンプレート3bの四隅によって構成される一対の対角線の内、一の対角線Y’とほぼ一致し、若しくは近接する方向の斜行線となる。   The through hole 3d and the through hole 3e are formed in the deepest portions 212α and 212β of the communication hole 23c and the communication hole 23d provided in the flat plate portion 23a of the stigma junction plate 23 and the communication groove 212a and the communication groove 212b of the end bracket 21, respectively. As a result, the interval between the through-hole 3d and the through-hole 3e coincides with the interval D1 between the deepest portions 212α and 212β of each of the communication groove 212a and the communication groove 212b in the end bracket 21, and the communication groove 212a. In addition, the distance is about twice as short as the shortest distance D2 between the communication grooves 212b. Note that a virtual oblique line X ′ formed by connecting the arrangement positions of the through holes 3d and the through holes 3e is one diagonal line Y ′ of a pair of diagonal lines formed by the four corners of the pilot hole processing template 3b. The lines are almost coincident or close to each other.

芯材加工治具3を用いた柱12の芯材162側面への現場下穴加工は次の様にして行われる。
図8に示す様に、柱12の芯材162の四隅のアール部162a間の四側面に各一づつ設けられた装着部164の対向する壁面間に芯材加工治具3の嵌合平面部3a内側をあてがい、対向する装着部164の2壁面を下穴加工テンプレート3bと、保持片3cとによって把持する態様で芯材162の頂端部に芯材加工治具3を装着する。
その状態で下穴加工テンプレート3bの貫通孔3dと貫通孔3eにキリ等の孔空け治具を挿入し、貫通孔3dと貫通孔3eによって位置決めされた位置の柱12の芯材162側面に貫通孔を形成する。
On-site pilot hole machining on the side surface of the core material 162 of the column 12 using the core material processing jig 3 is performed as follows.
As shown in FIG. 8, the fitting plane portion of the core material processing jig 3 is disposed between the opposing wall surfaces of the mounting portions 164 provided on the four side surfaces between the rounded portions 162 a at the four corners of the core material 162 of the column 12. The core material processing jig 3 is mounted on the top end portion of the core material 162 in such a manner that the two wall surfaces of the mounting portion 164 facing each other are gripped by the pilot hole processing template 3b and the holding piece 3c.
In this state, a drilling tool such as a drill is inserted into the through hole 3d and the through hole 3e of the pilot hole processing template 3b, and penetrates into the side surface of the core material 162 of the column 12 positioned by the through hole 3d and the through hole 3e. Form holes.

次に、以上の様にして柱12の芯材162側面への現場下穴加工が施工された後に、接合構造部2を介して柱12と横梁13とを接合する方法について説明する。
端部ブラケット21の横梁13への取り付けは、まず横梁13を構成する複合材16の各アール部162aに設けられた各ビス孔162bに整合する様に端部ブラケット21の各当接部211の各ビス孔211bを配置し、その横梁13のビス孔162bと端部ブラケット21のビス孔211bとにビス25を挿通し、締結することによって横梁13の端面部に端部ブラケット21を固定し、装着する。
Next, a method of joining the column 12 and the cross beam 13 via the joint structure 2 after the on-site pilot hole processing on the side surface of the core material 162 of the column 12 is performed as described above will be described.
The attachment of the end bracket 21 to the cross beam 13 is first performed by the contact portions 211 of the end bracket 21 so as to be aligned with the screw holes 162b provided in the round portions 162a of the composite material 16 constituting the cross beam 13. Each screw hole 211b is disposed, the screw 25 is inserted into the screw hole 162b of the lateral beam 13 and the screw hole 211b of the end bracket 21 and fastened to fix the end bracket 21 to the end surface portion of the lateral beam 13, Installing.

一方、柱12の芯材162の側面に現場下穴加工によって形成された貫通孔に一対のボルト22のボルト軸22bを芯材162の内側から挿通し、挿通したボルト軸22bの先端部の雄ネジ部を柱頭接合プレート23の連通孔23c及び連通孔23dに挿通させ、さらに挿通端部にナット部22cを螺合して、柱頭接合プレート23を柱12の側面に配置する。   On the other hand, a bolt shaft 22b of a pair of bolts 22 is inserted from the inside of the core material 162 into a through hole formed on the side surface of the core material 162 of the column 12 by on-site pilot hole machining. The threaded portion is inserted into the communication hole 23 c and the communication hole 23 d of the stigma joining plate 23, and the nut portion 22 c is screwed to the insertion end part, so that the stigma joining plate 23 is disposed on the side surface of the column 12.

次に、以上の様に各々準備された柱12及び横梁13を接合構造部2を介して次の様に接合する。
横梁13の端面部に装着された端部ブラケット21の連通溝部212a及び連通溝部212bが形成された係止部212を柱12の芯材162の側面と柱頭接合プレート23間の柱12の芯材162の中空部12に挿入していく。
その際、芯材162の側面と柱頭接合プレート23とはボルト22によって連結されており、芯材162の側面と柱頭接合プレート23間に係止部212を挿入するとボルト22のボルト軸22bに係止部212が干渉する相互の配置関係となる。
Next, the columns 12 and the cross beams 13 prepared as described above are joined through the joint structure 2 as follows.
The connecting groove portion 212 a of the end bracket 21 attached to the end face portion of the cross beam 13 and the engaging portion 212 formed with the connecting groove portion 212 b are used as the core material of the column 12 between the side surface of the core member 162 of the column 12 and the stigma joining plate 23. It is inserted into the hollow portion 12 of 162.
At this time, the side surface of the core member 162 and the stigma joining plate 23 are connected by the bolt 22, and when the engaging portion 212 is inserted between the side surface of the core member 162 and the stigma joining plate 23, the bolt shaft 22 b of the bolt 22 is engaged. It becomes the mutual arrangement | positioning relationship which the stop part 212 interferes.

一対の当接部211間の係止部212には連通溝部212a及び連通溝部212bが形成される。
しかし係止部212には連通溝部212a及び連通溝部212bが形成されており、連通溝部212a及び連通溝部212bはそれぞれ切り込み開口部212Aと切り込み開口部212Bとを有し、さらにその連通溝部212a及び連通溝部212b各々の最深部212α及び212βの位置は、ボルト22のボルト軸22bが挿通された柱頭接合プレート23の連通孔23c及び連通孔23d及び芯材162に予め形成された貫通孔3dと貫通孔3eに対応する位置に設けられており、したがってボルト22のボルト軸22bが切り込み開口部212Aと切り込み開口部212B各々を介して連通溝部212a及び連通溝部212b各々の最深部212α及び212βに到達するまで、ボルト22のボルト軸22bに干渉することなく係止部212を柱12の芯材162の側面と柱頭接合プレート23間に挿入することができる。
A communication groove 212 a and a communication groove 212 b are formed in the locking portion 212 between the pair of contact portions 211.
However, the engaging portion 212 is formed with a communication groove portion 212a and a communication groove portion 212b. The communication groove portion 212a and the communication groove portion 212b have a cut opening portion 212A and a cut opening portion 212B, respectively, and the communication groove portion 212a and the communication groove portion 212b. The positions of the deepest portions 212α and 212β of each of the groove portions 212b are the through holes 3d and the through holes formed in advance in the communication holes 23c and the communication holes 23d and the core member 162 of the stigma joining plate 23 through which the bolt shaft 22b of the bolt 22 is inserted. 3e, so that the bolt shaft 22b of the bolt 22 reaches the deepest portions 212α and 212β of the communication groove 212a and the communication groove 212b through the cut opening 212A and the cut opening 212B, respectively. The locking portion without interfering with the bolt shaft 22b of the bolt 22 12 can be inserted between the side surface and the stigma junction plates 23 of the core member 162 of the pillar 12.

次にボルト22のボルト軸22bが連通溝部212a及び連通溝部212b各々の最深部212α及び212βに到達したところで端部ブラケット21の係止部212は柱12の芯材162の側面と柱頭接合プレート23間に、図5〜図7に示すように、所定に位置決めされて配置された状態となり、その状態でボルト頭部22aを回動させる。   Next, when the bolt shaft 22b of the bolt 22 reaches the deepest portions 212α and 212β of the communicating groove portion 212a and the communicating groove portion 212b, the engaging portion 212 of the end bracket 21 is connected to the side surface of the core member 162 of the column 12 and the stigma joining plate 23. Between, as shown in FIGS. 5-7, it will be in the state positioned and arrange | positioned predetermined, and the bolt head 22a is rotated in that state.

すると、ボルト22の回動により柱12の芯材162の装着部164の外側に装着部164の開口部164aに近接して予め装着された柱頭接合プレート23と柱12の芯材162の側面とが近接していき、柱12の芯材162の中空部12に挿入された端部ブラケット21は柱頭接合プレート23と柱12の芯材162の側面との間に密着して挟持される。その際、金属製素材により一体成形された平板部23aと曲折部23bとを有する柱頭接合プレート23は、曲折部23bが平板部23aと面一となるまで弾性的に変形する弾性変形代を有するので、柱頭接合プレート23が端部ブラケット21に弾性的に密着する状態で、端部ブラケット21は柱頭接合プレート23と柱12の芯材162の側面との間に挟持される。   Then, the column head joining plate 23 and the side surface of the core member 162 of the column 12 that are mounted in advance in the vicinity of the opening 164a of the mounting unit 164 outside the mounting portion 164 of the core member 162 of the column 12 by the rotation of the bolt 22. And the end bracket 21 inserted into the hollow portion 12 of the core member 162 of the column 12 is tightly sandwiched between the stigma joining plate 23 and the side surface of the core member 162 of the column 12. At that time, the stigma joining plate 23 having the flat plate portion 23a and the bent portion 23b integrally formed of a metal material has an elastic deformation allowance that elastically deforms until the bent portion 23b is flush with the flat plate portion 23a. Therefore, the end bracket 21 is sandwiched between the stigma joining plate 23 and the side surface of the core member 162 of the pillar 12 in a state in which the stigma joining plate 23 is elastically adhered to the end bracket 21.

この様に端部ブラケット21の柱頭接合プレート23側の面が、柱頭接合プレート23の側面に当接するとともに柱頭接合プレート23の側面によって弾性的に押圧された状態で横梁13の端面部と柱12の上端面部とが互いに引き寄せられ、強固に接合される。   In this way, the surface of the end bracket 21 on the side of the stigma junction plate 23 abuts on the side surface of the stigma junction plate 23 and is elastically pressed by the side surface of the stigma junction plate 23. Are pulled together and firmly joined.

その後、端部ブラケット21及び柱頭接合プレート23をカバーする様に柱キャップ24を取り付けて、図1に示す菜園構造体1における横梁13と柱12との接合構造部2が構成される。   After that, the column cap 24 is attached so as to cover the end bracket 21 and the stigma junction plate 23, and the junction structure portion 2 of the cross beam 13 and the column 12 in the vegetable garden structure 1 shown in FIG.

以上の実施の形態によれば、横梁13に接合構造部2の端部ブラケット21を装着し、柱12の芯材162の外面に柱頭接合プレート23を当接させ、端部ブラケット21と柱頭接合プレート23とを連結するボルト22を貫通孔3dと貫通孔3e、連通孔23c及び連通孔23d、連通溝部212a及び連通溝部212bを挿通させ、ボルト22を介して端部ブラケット21と柱頭接合プレート23とを引き寄せて、柱頭接合プレート23を端部ブラケット21側に移動させることで、柱12の芯材162の側壁及び柱頭接合プレート23とで挟まれた端部ブラケット21が挟持されるとともに、端部ブラケット21を介して柱12及び横梁13の端部同士が互いに引き寄せられ、柱頭接合プレート23の弾性によって弾性的に密着した状態で接合される。   According to the above embodiment, the end bracket 21 of the joint structure portion 2 is attached to the cross beam 13, the stigma joining plate 23 is brought into contact with the outer surface of the core member 162 of the pillar 12, and the end bracket 21 and the stigma joint are joined. The bolt 22 for connecting the plate 23 is inserted through the through hole 3d and the through hole 3e, the communication hole 23c and the communication hole 23d, the communication groove portion 212a and the communication groove portion 212b, and the end bracket 21 and the stigma joining plate 23 through the bolt 22. And the end bracket 21 sandwiched between the side wall of the core member 162 of the pillar 12 and the stigma joining plate 23 is clamped by moving the stigma joining plate 23 to the end bracket 21 side. The ends of the pillars 12 and the cross beams 13 are attracted to each other via the part bracket 21 and are elastically adhered by the elasticity of the stigma joining plate 23. In the joint.

横梁13の端面部と柱12の上端面同士で接合する際に、柱12及び横梁13とが安定していない状態、つまり接合に際して両者を寝かした状態で接合する場合や、地盤から立設させた柱12に対して空中で直交するように横梁13を水平に支持した状態で、互いの端面部同士を接合する場合等、接合構造部2のボルト22を締めることで横梁13の端面部と柱12の上端面部とを互いに密着させて確実に接合することができる。   When joining the end face part of the cross beam 13 and the upper end face of the column 12, the column 12 and the cross beam 13 are not stable, that is, when they are joined together while lying down, In the state where the horizontal beams 13 are horizontally supported so as to be orthogonal to the pillars 12 in the air, the end surfaces of the horizontal beams 13 are tightened by tightening the bolts 22 of the joint structure portion 2 when joining the end surfaces of each other. The upper end surface portions of the columns 12 can be brought into close contact with each other and reliably bonded.

また、端部ブラケット21及び柱頭接合プレート23は柱キャップ24内に収納されるので接合構造部2が露出することがなく意匠的にも外観の優れたものとなっている。   In addition, since the end bracket 21 and the stigma joining plate 23 are accommodated in the pillar cap 24, the joining structure portion 2 is not exposed and the design is excellent in appearance.

また、以上の本発明を実施するための最良の形態の接合構造部2では、柱12の芯材162の側面に現場下穴加工によって形成された貫通孔3dと貫通孔3e及び柱頭接合プレート23に設けられた連通孔23cと連通孔23dとの間隔はいづれも端部ブラケット21における連通溝部212aと連通溝部212b各々の最深部212αと212β間の間隔D1と一致し、連通溝部212a及び連通溝部212b間の最短間隔D2に対し約2倍の間隔となる様にされており、貫通孔3dと貫通孔3e及び連通孔23cと連通孔23d及び最深部212αと212β間に得られる剛性は、連通溝部212a及び連通溝部212b間の間隔が最短間隔D2程度とされる場合に比し、高い剛性であることが保証される。したがって柱12と横梁13との接合状態において芯材162の貫通孔3dと貫通孔3e及び柱頭接合プレート23の連通孔23cと連通孔23d及び端部ブラケット21における連通溝部212aと連通溝部212b各々の最深部212αと212βに挿通されたボルト22を介して貫通孔3dと貫通孔3e及び連通孔23cと連通孔23d及び最深部212αと212β間に加わる負荷に抗する十分な強度を実現することができる。   Moreover, in the joining structure part 2 of the best form for implementing the above this invention, the through-hole 3d and the through-hole 3e which were formed in the side surface of the core material 162 of the pillar 12 by on-site pilot hole processing, and the stigma joining plate 23 The interval between the communication hole 23c and the communication hole 23d provided in the end portion 21 coincides with the distance D1 between the deepest portions 212α and 212β of each of the communication groove portion 212a and the communication groove portion 212b in the end bracket 21, and the communication groove portion 212a and the communication groove portion. The shortest distance D2 between 212b is about twice as long as the shortest distance D2, and the rigidity obtained between the through hole 3d, the through hole 3e, the communication hole 23c, the communication hole 23d, and the deepest portions 212α and 212β is communicated. Compared to the case where the distance between the groove 212a and the communication groove 212b is about the shortest distance D2, it is ensured that the rigidity is high. Therefore, in the joined state of the column 12 and the cross beam 13, each of the through hole 3d and the through hole 3e of the core member 162, the communication hole 23c and the communication hole 23d of the columnar head plate 23, and the communication groove 212a and the communication groove 212b of the end bracket 21 are provided. It is possible to realize sufficient strength against a load applied between the through hole 3d and the through hole 3e, the communication hole 23c, the communication hole 23d, and the deepest parts 212α and 212β through the bolts 22 inserted into the deepest parts 212α and 212β. it can.

なお以上の実施の形態では、柱12及び横梁13の接合で代表して説明したが、柱12及び縦梁14の接合についても柱12及び横梁13の接合と同様に行うことができる。   In the above embodiment, the column 12 and the cross beam 13 are representatively described. However, the column 12 and the vertical beam 14 can be joined in the same manner as the column 12 and the cross beam 13.

図9は本発明の他の実施の形態に係る部材の接合構造に用いられる芯材165の平面図を示し、本実施の形態の部材の接合構造では、芯材165を用いる以外は前述の実施の形態と同様に構成される。
すなわち本実施の形態にあっても芯材165は、断面略矩形状の金属製素材よりなり、外装材161の内壁面と隙間を隔てて挿入される。
しかし本実施の形態にあっては、芯材165はその外側面が屈曲のない平板状に形成されてその四隅にテーパ部165aが設けられてなり、その各テーパ部165aの内側にビス孔165bが設けられる。
FIG. 9 shows a plan view of a core material 165 used for a member joining structure according to another embodiment of the present invention. In the member joining structure of this embodiment, the above-described implementation is performed except that the core material 165 is used. It is comprised similarly to the form of.
That is, even in the present embodiment, the core material 165 is made of a metal material having a substantially rectangular cross section, and is inserted with a gap from the inner wall surface of the exterior material 161.
However, in the present embodiment, the core material 165 is formed in a flat plate shape whose outer surface is not bent, and is provided with tapered portions 165a at the four corners, and screw holes 165b are provided inside the respective tapered portions 165a. Is provided.

本実施の形態にあっても一対の当接部211の各々には横梁13を構成する複合材16の芯材165の各テーパ部165aに設けられた各ビス孔165bに対応する位置に、ビス孔211bが設けられ、ビス孔165bと端部ブラケット21のビス孔211bとにビス25が挿通されて、横梁13の端面部に端部ブラケット21が装着される。   Even in the present embodiment, each of the pair of abutting portions 211 has a screw at a position corresponding to each screw hole 165b provided in each tapered portion 165a of the core material 165 of the composite material 16 constituting the cross beam 13. A hole 211 b is provided, and the screw 25 is inserted into the screw hole 165 b and the screw hole 211 b of the end bracket 21, and the end bracket 21 is attached to the end surface portion of the cross beam 13.

また柱頭接合プレート23は柱12の芯材165の外側面に近接して位置する様に、ボルト22によって装着され、横梁13の端面部に装着された端部ブラケット21は柱12の芯材165と柱頭接合プレート23との間に挟持される態様でボルト22によって装着される。   Further, the stigma joining plate 23 is attached by bolts 22 so as to be positioned close to the outer surface of the core member 165 of the column 12, and the end bracket 21 attached to the end surface portion of the cross beam 13 is attached to the core member 165 of the column 12. And the stigma joining plate 23 so as to be sandwiched between the bolts 22 and the stigma joining plate 23.

このように本実施の形態では前述の実施の形態と同様に柱12及び横梁13の接合、柱12及び縦梁14の接合を行うことができ、しかも芯材165はその外側面が屈曲のない平板状に形成されるので生産性良く、安価に製造できる利点がある。   As described above, in this embodiment, the column 12 and the cross beam 13 can be joined, and the column 12 and the vertical beam 14 can be joined, and the outer surface of the core member 165 is not bent. Since it is formed in a flat plate shape, there is an advantage that it can be manufactured at low cost with high productivity.

本発明を適用した一実施の形態の部材の接合構造を有する菜園構造体の構成を示す図である。It is a figure which shows the structure of the vegetable garden structure which has the joining structure of the member of one Embodiment to which this invention is applied. 図1の菜園構造体の柱と梁との構成を示す斜視図である。It is a perspective view which shows the structure of the pillar and beam of the vegetable garden structure of FIG. 図1の菜園構造体の柱と梁との接合構造の要部を示す斜視図である。It is a perspective view which shows the principal part of the joining structure of the pillar and beam of the vegetable garden structure of FIG. 図1の菜園構造体の柱と梁との接合に用いられた接合構造部の端部ブラケットを示す側面図である。It is a side view which shows the edge part bracket of the junction structure part used for joining of the pillar and beam of the vegetable garden structure of FIG. 図1の菜園構造体の柱と梁との接合に用いられた接合構造部の端部ブラケット及び柱頭接合プレートを示す上面図である。It is a top view which shows the edge part bracket of the joining structure part used for joining of the pillar and beam of the vegetable garden structure of FIG. 1, and a stigma joining plate. 図1の菜園構造体の柱と梁との接合に用いられた接合構造部の端部ブラケット及び柱頭接合プレートを示す側面図である。It is a side view which shows the edge part bracket and stigma joining plate of the joining structure part used for joining of the pillar and beam of the vegetable garden structure of FIG. 図1の菜園構造体の柱と梁との接合に用いられた接合構造部の柱頭接合プレートを示す平面図である。It is a top view which shows the stigma joining plate of the joining structure part used for joining of the pillar and beam of the vegetable garden structure of FIG. 本発明の部材の接合構造の接合構造部によってを形成する際に一の部材の芯材に接合作業の前に施される現場下穴加工の手順を示す斜視図である。It is a perspective view which shows the procedure of the spot prepared hole process given before joining operation | work to the core material of one member, when forming by the joining structure part of the joining structure of the member of this invention. 本発明の他の実施の形態に係る部材の接合構造に用いられる芯材の平面図である。It is a top view of the core material used for the joining structure of the member which concerns on other embodiment of this invention.

符号の説明Explanation of symbols

1菜園構造体
11底盤部
12柱
12a上端面部
13横梁
13a端面部
14縦梁
16複合材
161外装材
162、165芯材
162aアール部
162bビス孔
164中空部
164a開口部
2接合構造部,
21端部ブラケット
211当接部
211bビス孔
212係止部
212a,212b連通溝部
212α,212β最深部
22ボルト
22aボルト頭部
22bボルト軸
22cナット部
23柱頭接合プレート
23a平板部
23b曲折部
23c,23d連通孔
25ビス
3芯材加工治具
3a嵌合平面部
3b下穴加工テンプレート
3c保持片
3d,3e貫通孔
1 vegetable garden structure 11 bottom plate part 12 pillar 12a upper end face part 13 cross beam 13a end face part 14 vertical beam 16 composite material 161 exterior material 162, 165 core material 162a round part 162b screw hole 164 hollow part 164a opening part 2 joint structure part
21 end bracket 211 abutting portion 211b screw hole 212 engaging portion 212a, 212b communicating groove portion 212α, 212β deepest portion 22 bolt 22a bolt head portion 22b bolt shaft 22c nut portion 23 stigma joint plate 23a flat plate portion 23b bent portion 23c, 23d Communication hole 25 screw 3 core material processing jig 3a fitting plane part 3b pilot hole processing template 3c holding pieces 3d, 3e through hole

Claims (9)

外装材内側に芯材が設けられた同一構造の複合材を用いてなる2つの部材の一の部材の芯材側面に形成された貫通孔に芯材の内側から外側に向けて挿通されたボルト軸部によって芯材の外側に取り付けられた柱頭接合プレートと、
他の部材の端面に装着される端部ブラケットとを備えてなる接合構造部を有し、
端部ブラケットは連通溝部を有し、
端部ブラケットを柱頭接合プレートが取り付けられた一の部材の芯材の側面と柱頭接合プレート間に挿入し、
ボルト軸部が芯材側面の貫通孔と端部ブラケットの連通溝部とを連通して端部ブラケットが一の部材の芯材の側面と柱頭接合プレート間に挟持されて、一の部材の端部が他の部材の端面部に、一の部材と他の部材とが直交した状態で接合されることを特徴とする2つの部材の接合構造。
A bolt inserted from the inside of the core material toward the outside through a through-hole formed in the side surface of the core material of one of the two members using the composite material having the same structure in which the core material is provided inside the exterior material A stigma joining plate attached to the outside of the core by the shaft,
Having a joining structure portion comprising an end bracket attached to an end face of another member;
The end bracket has a communication groove,
Insert the end bracket between the side of the core of the one member with the stigma joining plate and the stigma joining plate,
The bolt shaft portion communicates with the through hole on the side surface of the core material and the communication groove portion of the end bracket, and the end bracket is sandwiched between the side surface of the core material of one member and the stigma joining plate, and the end portion of the one member A joining structure of two members, wherein one member and the other member are joined to the end surface portion of the other member in a state of being orthogonal to each other.
端部ブラケットは係止部を有し、連通溝部は係止部の両側面を連通すると共に係止部の一の側辺に開口する開口部を有する請求項1に記載の部材の接合構造。   The member joining structure according to claim 1, wherein the end bracket has a locking portion, and the communication groove portion has an opening that communicates with both side surfaces of the locking portion and opens on one side of the locking portion. 係止部を柱頭接合プレートが取り付けられた一の部材の芯材の側面と柱頭接合プレート間に挿入し、ボルト軸部が端部ブラケットの係止部の一の側辺に開口する開口部から挿入されて芯材側面の貫通孔と係止部に形成された連通溝部とを連通し、
端部ブラケットの係止部が一の部材の芯材の側面と柱頭接合プレート間に位置決めされて配置された状態で柱頭接合プレートと一の部材の芯材の側面との間に密着して挟持されてなる請求項2記載の部材の接合構造。
Insert the locking part between the side surface of the core of the one member to which the stigma joining plate is attached and the stigma joining plate, and from the opening where the bolt shaft part opens on one side of the locking part of the end bracket The inserted through hole on the side surface of the core material and the communication groove formed in the locking part are communicated,
The locking portion of the end bracket is closely positioned between the side surface of the core material of one member and the side surface of the core material of the one member in a state of being positioned and disposed between the side surface of the core material of the one member. The joining structure of the member of Claim 2 formed.
前記連通溝部は長さが異なる長短に形成された一対の連通溝部であり、一の部材の芯材側面に形成された一対の貫通孔と柱頭接合プレートの平板部に設けられた一対の連通孔と前記一対の連通溝部は各々ボルト軸部を一連に挿通することができる相互に対応した位置に設けられ、かつ一の部材の芯材側面に形成された一対の貫通孔の間隔及び柱頭接合プレートの平板部に設けられた一対の連通孔の間隔は前記一対の連通溝部の最短間隔よりも大なる間隔とされる請求項1乃至請求項3のいづれか一に記載の部材の接合構造。   The communication groove portions are a pair of communication groove portions formed in different lengths, and a pair of communication holes provided in a flat plate portion of the stigma-connecting plate and a pair of through holes formed in a side surface of the core member of one member. And the pair of communicating groove portions are provided at mutually corresponding positions through which the bolt shaft portions can be inserted in series, and the distance between the pair of through holes formed on the side surface of the core member and the stigma joining plate The member joining structure according to any one of claims 1 to 3, wherein a distance between the pair of communication holes provided in the flat plate portion is greater than a shortest distance between the pair of communication groove portions. 前記柱頭接合プレートは一体成形された平板部と曲折部とを有する請求項1乃至請求項4のいづれか一に記載の部材の接合構造。   5. The member joining structure according to claim 1, wherein the stigma joining plate has a flat plate portion and a bent portion that are integrally formed. 外装材内側に芯材が設けられた同一構造の複合材を用いた2つの部材の一の部材の芯材側面に貫通孔を形成する工程と、
その貫通孔に芯材の内側から挿通されたボルト軸によって芯材の外側に柱頭接合プレートを取り付ける工程と、
他の部材の端面部に端部ブラケットを取り付ける工程と、
接合構造部を介して一の部材と他の部材とを接合する工程とよりなり、
端部ブラケットの連通溝部を柱頭接合プレートが取り付けられた一の部材の芯材の側面と柱頭接合プレート間に挿入し、
芯材側面に貫通孔を貫通したボルト軸が端部ブラケットの連通溝部に挿通され、
端部ブラケットが一の部材の芯材の側面と柱頭接合プレート間に所定に位置決めされて配置された状態でボルトを回動させ、ボルトの回動により一の部材の芯材外側に装着された柱頭接合プレートと一の部材の芯材の側面とを近接させることによって端部ブラケットを柱頭接合プレートと一の部材の芯材の側面との間に挟持し、もって他の部材の端面部と一の部材の芯材の側面とを引き寄せて接合することを特徴とする部材の接合方法。
A step of forming a through-hole on the core material side surface of one member of two members using a composite material having the same structure in which the core material is provided on the inner side of the exterior material;
Attaching the stigma joining plate to the outside of the core by a bolt shaft inserted from the inside of the core into the through hole;
Attaching an end bracket to the end face of another member;
It consists of a step of joining one member and another member via the joint structure portion,
Insert the communicating groove part of the end bracket between the side surface of the core of the one member to which the stigma joining plate is attached and the stigma joining plate,
The bolt shaft that penetrates the through hole on the side of the core material is inserted into the communication groove of the end bracket,
The bolt is rotated in a state where the end bracket is positioned and arranged between the side surface of the core material of one member and the stigma joining plate, and the bolt is rotated and attached to the outside of the core material of the one member. The end bracket is sandwiched between the stigma joining plate and the side surface of the core member of one member by bringing the stigma joining plate and the side surface of the core member of one member close to each other. A method for joining members, characterized in that the side surface of the core material of the member is pulled and joined.
端部ブラケットの連通溝部を端部ブラケットの有する係止部に係止部の両側面を連通すると共に係止部の一の側辺に開口する開口部を有する様に形成し、その係止部を芯材の側面と柱頭接合プレート間に挿入し、係止部の一の側辺に開口する開口部を介してボルト軸が連通溝部に挿入されてボルト軸に干渉させることなく係止部を芯材の側面と柱頭接合プレート間に配置する請求項6記載の部材の接合方法。   The communicating groove portion of the end bracket is formed so as to communicate with both side surfaces of the engaging portion with the engaging portion of the end bracket and to have an opening opening on one side of the engaging portion. Is inserted between the side surface of the core material and the stigma joining plate, and the bolt shaft is inserted into the communication groove portion through an opening opening on one side of the locking portion, so that the locking portion is not interfered with the bolt shaft. The member joining method according to claim 6, wherein the member is disposed between the side surface of the core member and the stigma joining plate. 柱頭接合プレートを弾性素材により形成して柱頭接合プレートを端部ブラケットに弾性的に密着させて端部ブラケットを柱頭接合プレートと一の部材の芯材の側面との間に挟持する請求項7記載の部材の接合方法。   8. The stigma joining plate is formed of an elastic material, the stigma joining plate is elastically adhered to the end bracket, and the end bracket is sandwiched between the stigma joining plate and the side surface of the core member of one member. Method of joining the members. 一の部材の芯材側面に貫通孔を形成する工程は、現場下穴加工用貫通孔を有する下穴加工テンプレートを備えた芯材加工治具を一の部材の芯材頂端部に装着し、その状態で下穴加工テンプレートの現場下穴加工用貫通孔に孔空け治具を挿入し、現場下穴加工用貫通孔によって位置決めされた一の部材の芯材側面に貫通孔を形成する工程によって行われ、
現場下穴加工用貫通孔によって位置決めして形成された芯材側面貫通孔と柱頭接合プレートに設けられた連通孔と端部ブラケットに設けられた連通溝部をボルト軸部を一連に挿通することができる相互に対応した位置に設ける請求項4〜請求項8のいずれか一に記載の部材の接合方法。
The step of forming a through-hole on the side surface of the core material of one member is to attach a core material processing jig provided with a prepared hole processing template having a through-hole for on-site pilot hole processing to the top end portion of the core material of one member, In this state, by inserting a drilling jig into the through hole for on-site pilot hole machining in the prepared hole machining template, and forming a through hole on the core material side surface of one member positioned by the through hole for on-site pilot hole machining Done,
It is possible to insert the bolt shaft part in series through the core side face through hole formed by positioning by the on-site pilot hole through hole, the communication hole provided in the stigma joining plate, and the communication groove provided in the end bracket. The member joining method according to any one of claims 4 to 8, which is provided at positions corresponding to each other.
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JPS544137U (en) * 1977-06-08 1979-01-11
JPS56171407U (en) * 1980-05-22 1981-12-18
JPS56171905U (en) * 1980-05-21 1981-12-18
JPS57133707U (en) * 1981-02-14 1982-08-20
JPS6348009U (en) * 1986-09-13 1988-04-01
JPH0418102U (en) * 1990-06-05 1992-02-14

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JPS544137U (en) * 1977-06-08 1979-01-11
JPS56171905U (en) * 1980-05-21 1981-12-18
JPS56171407U (en) * 1980-05-22 1981-12-18
JPS57133707U (en) * 1981-02-14 1982-08-20
JPS6348009U (en) * 1986-09-13 1988-04-01
JPH0418102U (en) * 1990-06-05 1992-02-14

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