JP2024040038A - Joint structure of structural material - Google Patents

Joint structure of structural material Download PDF

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JP2024040038A
JP2024040038A JP2022144852A JP2022144852A JP2024040038A JP 2024040038 A JP2024040038 A JP 2024040038A JP 2022144852 A JP2022144852 A JP 2022144852A JP 2022144852 A JP2022144852 A JP 2022144852A JP 2024040038 A JP2024040038 A JP 2024040038A
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structural
flat plate
structural members
members
joining structure
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JP7162286B1 (en
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伸介 松本
Shinsuke Matsumoto
清一郎 鶴元
Seiichiro Tsurumoto
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Braing
Braing Co Ltd
Tsurumoto Mfg Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a joint structure of a structural material capable of forming a corner portion of a structure by joining three structural materials extending in XYZ directions with stable high strength.
SOLUTION: A joint structure 1 of a structural material uses: at least three sets of fixtures 10-14 respectively including a bolt and a nut; and three structural materials X1, Y1, Z1 respectively including a structural material main body having flat plate portions bent at a right angle and adjacent to each other, inclined plates disposed on the head of the structural material main body, and having adjacent inclined flat plate portions formed in a manner of being inclined toward a central bent portion from both outer edges of the adjacent flat plate portions bent at a right angle, and a joint plate vertically bent inward with respect to the inclined flat plate portion at an inclined side of each of the inclined flat plate portion of the inclined plate as a folding line, and having fixing holes to which the fixtures 10-14 can be inserted. Three structural materials X1, Y1, Z1 are respectively extended in the XYZ directions so as to form a corner portion of the structure.
SELECTED DRAWING: Figure 1A
COPYRIGHT: (C)2024,JPO&INPIT

Description

本発明は、3つの構造材がそれぞれXYZ方向に延設されて構造体の角部を形成する構造材の接合構造に関する。 The present invention relates to a joining structure of structural members in which three structural members are respectively extended in the XYZ directions to form corners of a structure.

従来、3つの構造材がそれぞれXYZ方向に延設されて構造体の角部を形成する構造材の接合構造としては、例えば、3本の金属製構造材の端部同士が溶接により接合されたものが知られている(図12参照)。しかしながら、溶接は、熟練した技術が必要であり、製品の品質が作業者の技量に左右されやすく、その接合強度の検知(不良品の検知)も難しいといった問題がある。したがって、これらの問題を解決できる溶接を必要としない新たな構造材の接合構造が望まれている。 Conventionally, as a joining structure of structural members in which three structural members are each extended in the XYZ direction to form a corner of a structure, for example, the ends of three metal structural members are joined by welding. are known (see Figure 12). However, welding requires a skilled technique, the quality of the product is likely to depend on the skill of the worker, and there are problems in that it is difficult to detect the joint strength (detect defective products). Therefore, there is a need for a new joining structure for structural materials that does not require welding and can solve these problems.

溶接を必要としない構造材の接合構造としては、例えば、第1,第2,第3の各構造材におけるそれぞれの端部を互に交差した状態に組合せた構造材端部の接合構造であって、第2構造材における第1辺の端部に備えた係合凹部又は係合凸部に、第3構造材における第2辺の端部に備えた係合凸部又は係合凹部を係合して備え、第2構造材における第2辺の端部に備えた係合凹部又は係合凸部に、第1構造材における第1辺の端部に備えた係合凸部又は係合凹部を係合して備え、第3構造材における第1辺の端部に備えた係合凹部又は係合凸部に、第1構造材における第2辺の端部に備えた係合凸部又は係合凹部を係合して備えている構造材端部の接合構造が提案されている(例えば、特許文献1参照)。 An example of a joint structure of structural members that does not require welding is a joint structure of the ends of structural members in which the respective ends of the first, second, and third structural members are combined in a state where they intersect with each other. Then, the engaging convex part or the engaging concave part provided at the end of the second side of the third structural member is engaged with the engaging convex part or engaging convex part provided at the end part of the first side of the second structural member. and an engagement recess or engagement protrusion provided at the end of the second side of the second structural member and an engagement protrusion or engagement provided at the end of the first side of the first structural member. an engaging recess or an engaging protrusion provided at the end of the first side of the third structural member; and an engaging protrusion provided at the end of the second side of the first structural member; Alternatively, a joining structure of the end portion of a structural material that is provided with an engaging recessed portion has been proposed (see, for example, Patent Document 1).

特開2015-129383号公報Japanese Patent Application Publication No. 2015-129383

本発明はこのような事情に鑑みなされたものであり、本発明の課題は、安定した高い強度でXYZ方向に延設された3つの構造材を接合して、構造体の角部を形成することができる構造材の接合構造を提供することにある。 The present invention was made in view of these circumstances, and an object of the present invention is to form a corner of a structure by joining three structural members extending in the XYZ directions with stable and high strength. The purpose of the present invention is to provide a joining structure for structural materials that can be used.

本発明者は、溶接を必要としない、構造体の角部を形成する構造材の接合構造について鋭意検討した結果、新たな構造材の接合構造を見いだし、本発明を完成するに至った。 As a result of intensive study on a joining structure for structural members forming the corners of a structure that does not require welding, the present inventor discovered a new joining structure for structural members and completed the present invention.

すなわち、本発明は、以下の通りである。
[1]ボルト及びナットをそれぞれ備えた3組の固定具と、
直角に屈曲された隣り合う平板部を有する構造材本体と、該構造材本体の先方に設けられ、前記直角に屈曲された隣り合う平板部の両外縁から中心屈曲部に向かって傾斜して先端にそれぞれ頂角を形成する隣り合う傾斜平板部を有する傾斜板と、前記傾斜板のそれぞれの傾斜平板部の傾斜辺を折り曲げ線として前記傾斜平板部に対して内側に垂直に折り曲げられると共に、前記固定具を挿通可能な固定孔を有する接合板と、をそれぞれ備えた3つの構造材と、
を少なくとも用い、前記3つの構造材がそれぞれXYZ方向に延設されて構造体の角部を形成する構造材の接合構造であって、
前記3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接され、3つの構造材がそれぞれXYZ方向に延設するよう、3つの構造材の端部が突き合わされることにより、
X方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
X方向の構造材のY方向に立設した傾斜平板部の先端の頂角と、Y方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
Y方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のY方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
前記ボルト及びナットが前記構造材の固定孔に挿通状態で固定されることにより、前記3つの構造材が接合されることを特徴とする構造材の接合構造。
That is, the present invention is as follows.
[1] Three sets of fixtures each equipped with a bolt and a nut,
A structural material main body having adjacent flat plate portions bent at right angles, and a tip provided at the front of the structural material main body and inclined from both outer edges of the adjacent flat plate portions bent at right angles toward the central bent portion. a sloped plate having adjacent sloped flat plate parts forming an apex angle at each side; three structural members each having a joining plate having a fixing hole through which a fixing device can be inserted;
A structural member joining structure in which the three structural members are each extended in the XYZ direction to form a corner of the structure,
The inclined sides of the inclined flat plate parts of the inclined plates of the three structural members are brought into contact with each other, and the ends of the three structural members are butted together so that the three structural members extend in the XYZ directions, respectively.
A right angle is formed between the apex angle of the tip of the inclined flat plate part erected in the Z direction of the structural member in the X direction and the apex angle of the tip of the inclined flat plate part erected in the X direction of the structural member in the Z direction,
A right angle is formed between the apex angle of the tip of the inclined flat plate part of the structural member in the X direction, which stands up in the Y direction, and the apex angle of the tip of the inclined flat plate part, which stands up in the X direction of the structural member in the Y direction,
A right angle is formed between the apex angle of the tip of the inclined flat plate part of the structural member in the Y direction, which is erected in the Z direction, and the apex angle of the tip of the inclined flat plate part, which is erected in the Y direction of the structural member in the Z direction,
A joining structure for structural members, characterized in that the three structural members are joined by inserting and fixing the bolts and nuts into the fixing holes of the structural members.

[2]少なくとも3つの屈曲支持板をさらに用いた構造材の接合構造であって、
前記屈曲支持板は、120°に屈曲された隣り合う平板部と、前記平板部にそれぞれ形成された前記固定具を挿通する挿通孔とを備えており、
前記3つの屈曲支持板が、前記3つの構造材から形成される角部の頂点を通る内方中心線にそれぞれの屈曲部が近接するように、かつ、前記3つの構造材にそれぞれ対応して周方向に配設され、
前記屈曲支持板の挿通孔及び構造材の固定孔に固定具が挿通されて固定されることを特徴とする上記[1]記載の構造材の接合構造。
[2] A joining structure of structural materials further using at least three bending support plates,
the bent support plate includes adjacent flat plate portions bent at 120° and insertion holes formed in the flat plate portions, through which the fasteners are inserted,
the three bent support plates are arranged in a circumferential direction corresponding to the three structural members so that the bent portions are close to an inner center line passing through vertices of corner portions formed by the three structural members,
The joining structure of structural materials according to the above-mentioned [1], characterized in that a fastener is inserted through the insertion hole of the bending support plate and the fixing hole of the structural material to fix the structural material.

[3]前記構造材に設けられた1対の接合板がそれぞれ延設されて、該延設端部が、前記3つの構造材から形成される角部の頂点を通る内方中心線で、近接、当接又は接着されていることを特徴とする上記[1]記載の構造材の接合構造。 [3] A pair of joint plates provided on the structural members are each extended, and the extending ends are at an inward center line passing through the apex of the corner formed by the three structural members, The joining structure of structural members according to the above [1], characterized in that the structural members are in close proximity, in contact with each other, or bonded together.

[4]前記XYZ方向の3つの構造材の傾斜板の傾斜平板部の先端の頂角が45°であることを特徴とする上記[1]~[3]のいずれか記載の構造材の接合構造。
[5]前記構造材が、傾斜平板部1つに対して2つ以上の固定孔を有し、該2つ以上の固定孔に挿通状態で固定される固定具を備えていることを特徴とする上記[1]~[4]のいずれか記載の構造材の接合構造。
[6]前記構造材本体が、所定の長さを有する断面L字状の部材であることを特徴とする上記[1]~[5]のいずれか記載の構造材の接合構造。
[7]前記構造材本体が、その後方にXYZ方向に延在される3つの長尺部材を固定する長尺部材固定部を備えていることを特徴とする上記[1]~[6]のいずれか記載の構造材の接合構造。
[8]前記構造材の接合板の固定孔の中心線と交差する構造材本体に、前記ボルト及びナットを締結する締結具を挿入するための締結具挿入孔が設けられていることを特徴とする上記[1]~[7]のいずれか記載の構造材の接合構造。
[9]前記構造材が、一枚の金属板を折り曲げて形成されていることを特徴とする上記[1]~[8]のいずれか記載の構造材の接合構造。
[10]上記[1]~[9]のいずれか記載の接合構造を角部に備えていることを特徴とする構造体。
[4] The joining of the structural members according to any one of [1] to [3] above, characterized in that the apex angle of the tip of the inclined flat plate portion of the inclined plate of the three structural members in the XYZ directions is 45°. structure.
[5] The structural material has two or more fixing holes for one inclined flat plate part, and is equipped with a fixing tool that is inserted and fixed in the two or more fixing holes. The joining structure of structural materials according to any one of [1] to [4] above.
[6] The structural material joining structure according to any one of [1] to [5] above, wherein the structural material main body is a member having an L-shaped cross section and a predetermined length.
[7] The structure according to [1] to [6] above, wherein the structural material main body is provided with an elongated member fixing portion for fixing three elongated members extending in the XYZ directions at the rear thereof. A joining structure of any of the structural materials described.
[8] A fastener insertion hole for inserting a fastener for fastening the bolts and nuts is provided in the structural material body intersecting the center line of the fixing hole of the joint plate of the structural material. The joining structure of structural materials according to any one of [1] to [7] above.
[9] The structural member joining structure according to any one of [1] to [8] above, wherein the structural member is formed by bending a single metal plate.
[10] A structure comprising the joining structure according to any one of [1] to [9] above at a corner.

本発明の構造材の接合構造は、安定した高い強度でXYZ方向に延設された3つの構造材を接合して、構造体の角部を形成することができる。 The structural member joining structure of the present invention can form a corner of a structure by joining three structural members extending in the XYZ directions with stable and high strength.

本発明の第一実施形態に係る構造材の接合構造の説明図であって、構造材が接合している状態の概略図である。FIG. 2 is an explanatory diagram of a joining structure of structural members according to the first embodiment of the present invention, and is a schematic diagram of a state in which the structural members are joined. 図1Aの構造材の接合構造の拡大図である。FIG. 1B is an enlarged view of the joining structure of the structural members in FIG. 1A. 図2は、図1Bに示す構造材の接合構造のXYZ方向の構造材が接合される前の概略図であり、YZ方向の構造材の端部が突き合わされている状態の図である。FIG. 2 is a schematic diagram of the joining structure of structural members shown in FIG. 1B before the structural members in the XYZ directions are joined, and is a diagram in which the ends of the structural members in the YZ directions are butted against each other. 図1に示す構造材の接合構造のX方向の構造材X1(アングル材X1)の斜視図である。FIG. 2 is a perspective view of the structural member X1 (angle member X1) in the X direction of the structural member joining structure shown in FIG. 1; 図1に示す構造材の接合構造のアングル材X1の正面図である。FIG. 2 is a front view of an angle member X1 of the joining structure of structural members shown in FIG. 1. FIG. 図1に示す構造材の接合構造のアングル材X1の右側面図である。FIG. 2 is a right side view of the angle member X1 of the joining structure of structural members shown in FIG. 1. FIG. 図1に示す構造材の接合構造のアングル材X1の平面図である。FIG. 2 is a plan view of an angle member X1 of the joining structure of structural members shown in FIG. 1. FIG. 図1に示す構造材の接合構造のアングル材X1の展開図である。FIG. 2 is a developed view of an angle member X1 of the joining structure of structural members shown in FIG. 1. FIG. 図1に示す構造材の接合構造の屈曲支持板の正面図である。FIG. 2 is a front view of a bending support plate of the joining structure of structural members shown in FIG. 1; 図1に示す構造材の接合構造の屈曲支持板の右側面図である。FIG. 2 is a right side view of the bending support plate of the joining structure of structural members shown in FIG. 1; 本発明の第一実施形態に係る構造材の接合構造の概略図であり、構造材X1及び構造材Z1(アングル材X1及びアングル材Z1)を外方側から見た図である。1 is a schematic diagram of a joining structure of structural members according to a first embodiment of the present invention, and is a view of a structural member X1 and a structural member Z1 (angle member X1 and angle member Z1) viewed from the outside. 本発明の第二実施形態に係る構造材の接合構造の概略図であり、内方側から見た斜視図である。FIG. 3 is a schematic diagram of a joining structure of structural members according to a second embodiment of the present invention, and is a perspective view seen from the inside. 本発明の第二実施形態に係る構造材の接合構造の概略図であり、外方側から見た斜視図である。FIG. 3 is a schematic diagram of a joining structure of structural members according to a second embodiment of the present invention, and is a perspective view seen from the outside. 本発明の第三実施形態に係る構造材の接合構造の概略図である。FIG. 7 is a schematic diagram of a joining structure of structural members according to a third embodiment of the present invention. 実施例において製造した本発明の構造材の接合構造を角部に備える構造体の写真である。It is a photograph of a structure provided with a joining structure of the structural material of the present invention manufactured in an example at a corner. 図9に示す接合構造を角部に備える構造体の内方側から見た角部の写真である。10 is a photograph of a corner of a structure provided with the joining structure shown in FIG. 9 at the corner, as seen from the inside. 参考例に係る溶接による構造材の接合構造の概略図である。FIG. 2 is a schematic diagram of a structure for joining structural members by welding according to a reference example. 従来の溶接による構造材の接合構造の概略図である。FIG. 2 is a schematic diagram of a joining structure of structural members by conventional welding.

本発明の構造材の接合構造は、ボルト及びナットをそれぞれ備えた3組の固定具と、直角に屈曲された隣り合う平板部を有する構造材本体と、構造材本体の先方に設けられ、直角に屈曲された隣り合う平板部の両外縁から中心屈曲部に向かって傾斜して先端にそれぞれ頂角を形成する隣り合う傾斜平板部を有する傾斜板と、傾斜板のそれぞれの傾斜平板部の傾斜辺を折り曲げ線として傾斜平板部に対して内側に垂直に折り曲げられると共に、固定具を挿通可能な固定孔を有する接合板と、をそれぞれ備えた3つの構造材と、を少なくとも用い、3つの構造材がそれぞれXYZ方向に延設されて構造体の角部を形成する構造材の接合構造であって、3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接され、3つの構造材がそれぞれXYZ方向に延設するよう、3つの構造材の端部が突き合わされることにより、X方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、X方向の構造材のY方向に立設した傾斜平板部の先端の頂角と、Y方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、Y方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のY方向に立設した傾斜平板部の先端の頂角とで直角を形成し、ボルト及びナットが構造材の固定孔に挿通状態で固定されることにより、3つの構造材が接合されることを特徴とする。 The joining structure of the structural material of the present invention includes three sets of fixing devices each equipped with a bolt and a nut, a structural material main body having adjacent flat plate parts bent at right angles, and a structural material main body provided at the front of the structural material main body, A sloped plate having adjacent sloped flat plate parts that are bent from both outer edges of the adjacent flat plate parts toward the central bent part to form an apex angle at each tip, and an inclination of each sloped flat plate part of the sloped plate. A bonding plate that is bent perpendicularly inward to the inclined flat plate part with the sides as the bending line and has a fixing hole through which a fixing tool can be inserted. A joining structure of structural members in which the members extend in the XYZ directions to form corners of a structure, wherein the inclined sides of the inclined flat plate parts of the inclined plates of the three structural members are in contact with each other, and the three structural members are joined together. By butting the ends of the three structural members so that the members extend in the XYZ directions, the apex angle of the tip of the inclined flat plate part standing upright in the Z direction of the structural member in the X direction and the vertical angle in the Z direction A right angle is formed between the apex angle of the tip of the inclined flat plate part of the structural member standing upright in the X direction, and the apex angle of the tip of the inclined flat plate part standing upright in the Y direction of the structural member in the X direction and the structure in the Y direction. A right angle is formed between the apex angle of the tip of the inclined flat plate part standing upright in the X direction of the structural member, and the apex angle of the tip of the inclined flat plate part standing upright in the Z direction of the structural member in the Y direction and the structural member in the Z direction. The three structural members are joined by forming a right angle with the apex angle of the tip of the inclined flat plate part erected in the Y direction, and fixing bolts and nuts inserted into the fixing holes of the structural members. It is characterized by

本発明の構造材の接合構造は、溶接を必要とすることなく、安定した高い強度でXYZ方向に延設された3つの構造材が接合され、安定した高い強度の構造体の角部を形成することができる。すなわち、本発明の構造材の接合構造は、ボルト及びナットなどの固定具を用いた接合であるため、熟練した技術が必要である従来の溶接による接合と異なり、製品の品質が作業者の技量に左右されることがなく、安定して高い強度の接合構造が形成される。また、簡単な構造であることから、構造体の製造工程の簡略化や製造コストを抑えることができ、作業効率を向上させることができる。さらに、高熱処理を要しないことから、溶接に適さない耐熱性の低い構造材を用いることができる。 The joining structure of structural members of the present invention is such that three structural members extending in the XYZ directions are joined with stable and high strength without the need for welding, forming a corner of a structure with stable and high strength. can do. In other words, since the joining structure of structural members of the present invention uses fixing tools such as bolts and nuts, unlike conventional joining by welding, which requires skilled techniques, the quality of the product depends on the skill of the worker. A stable and high-strength bonded structure is formed without being affected by the Further, since the structure is simple, the manufacturing process of the structure can be simplified and manufacturing costs can be reduced, and work efficiency can be improved. Furthermore, since high heat treatment is not required, structural materials with low heat resistance that are not suitable for welding can be used.

本発明の構造材の接合構造は、例えば、架台、フレーム、筐体、テーブル、建屋、仮設プレハブ等の構造体の角部を形成する接合構造として用いることができる。 The joining structure for structural members of the present invention can be used as a joining structure for forming corners of structures such as frames, frames, cases, tables, buildings, temporary prefabricated structures, and the like.

[固定具]
まず、本発明の固定具について説明する。
本発明の構造材の接合構造は、ボルト及びナットをそれぞれ備えた3組の固定具を少なくとも備えている。ボルト及びナットが構造材の接合板の固定孔に挿通状態で固定されることにより、3つの構造材が接合される。ボルト及びナットは、構造材の接合板と別体であってもよいし、ボルト及びナットのいずれか一方が構造材と一体に成形されたものであってもよい。なお、3組の固定具とは、XYZ方向に延設された3つの構造材に対応する最低数の固定具であり、XYZ方向の構造材の固定孔の数に応じて3組以上の固定具を備えていてもよい。
[Fixture]
First, the fixture of the present invention will be explained.
The joining structure for structural members of the present invention includes at least three sets of fixing devices each including a bolt and a nut. The three structural members are joined by inserting and fixing the bolts and nuts into the fixing holes of the joining plates of the structural members. The bolts and nuts may be separate from the joining plate of the structural material, or either the bolt or the nut may be molded integrally with the structural material. In addition, three sets of fixing devices are the minimum number of fixing devices corresponding to three structural members extending in the XYZ directions, and three or more sets of fixing devices correspond to the number of fixing holes in the structural members in the XYZ directions. It may be equipped with tools.

(ボルト及びナットの形状及び材質)
ボルト及びナットの形状及び材質としては、構造材の固定孔に挿通状態で固定できるものであれば特に制限されるものではない。ボルト及びナットの材質としては、例えば、金属、プラスチック(合成樹脂)を挙げることができ、金属が好ましい。
(Shape and material of bolts and nuts)
The shape and material of the bolt and nut are not particularly limited as long as they can be inserted and fixed into the fixing hole of the structural member. Examples of the material for the bolts and nuts include metal and plastic (synthetic resin), with metal being preferred.

[構造材]
続いて、本発明の構造材について説明する。
本発明の構造材の接合構造は、構造材本体と、傾斜板と、接合板とを備えた構造材を3つ備えている。構造材、傾斜板及び接合板は、通常一体のものである。3つの構造材は、それぞれXYZ方向に延設するよう、端部が突き合わされ、構造体の角部を形成する(図1A参照)。
[Structural materials]
Next, the structural material of the present invention will be explained.
The structural member joining structure of the present invention includes three structural members each including a structural member main body, an inclined plate, and a joining plate. The structural member, inclined plate and joint plate are usually integral. The ends of the three structural members are butted against each other so as to extend in the XYZ directions, thereby forming a corner of the structure (see FIG. 1A).

(構造材本体)
構造材本体は、直角に屈曲された隣り合う平板部を有している(図3Aの22a及び22b参照)。すなわち、構造材本体は、屈曲角度が90°の断面L字状に形成された隣り合う2つの平板部を少なくとも有している。隣り合う2つの平板部は、異なる形状であってもよいし、同一形状であってもよいが、同一形状であることが好ましい。すなわち、構造材本体は、中心屈曲部を中心に対称(等辺山形)に形成されていることが好ましい。また、平板部の一方の端部又は両端部に、補強のための縁返し部が設けられていてもよい。構造材本体の横断面形状としては、具体的に例えば、L字状(等辺山形状)、四角形状、直角三角形状、U字状等を挙げることができ、アングル材のような断面L字状(等辺山形状)が好ましい。なお、例えば、断面L字状(等辺山形状)の部材とは、断面L字状の部位が主体となる部材をいい、補強のための縁返し部が設けられたものなども含む(図3A参照)。構造材本体は、平板部の先端側が後述の傾斜板と連続している。
(Structural material body)
The structural material body has adjacent flat plate portions bent at right angles (see 22a and 22b in FIG. 3A). That is, the structural material main body has at least two adjacent flat plate portions each having an L-shaped cross section with a bending angle of 90°. Two adjacent flat plate parts may have different shapes or the same shape, but preferably have the same shape. That is, it is preferable that the structural material main body is formed symmetrically (equilateral chevron shape) around the central bent portion. Further, a reinforcing edge part may be provided at one end or both ends of the flat plate part. Specific examples of the cross-sectional shape of the structural material body include an L-shape (equilateral mountain shape), a square shape, a right-angled triangle shape, a U-shape, etc. (equilateral mountain shape) is preferable. Note that, for example, a member having an L-shaped cross section (equilateral mountain shape) refers to a member whose main portion is an L-shaped cross section, and also includes a member provided with a turned-edge portion for reinforcement (Fig. 3A reference). In the structural material main body, the tip side of the flat plate portion is continuous with an inclined plate described below.

(傾斜板)
傾斜板は、構造材本体の先方に設けられた部材であって、直角に屈曲された隣り合う平板部の両外縁から中心屈曲部に向かって傾斜して先端にそれぞれ頂角を形成する隣り合う傾斜平板部を有している。すなわち、傾斜板は、中心屈曲部を中心線として両側に90°の屈曲角度で直角三角形の傾斜平板部を有しており、直角三角形の先端角が頂角である。なお、傾斜板の先端部は欠けていてもよく、その場合、傾斜平板部の傾斜辺と、中心屈曲部との延長線上で頂角が形成される。
(slanted plate)
The inclined plate is a member provided at the front of the structural material main body, and is a member provided at the forward end of the structural material main body, and is a member that is inclined from both outer edges of adjacent flat plate parts bent at right angles toward the central bent part, and forms an apex angle at the tip of each adjacent flat plate part. It has an inclined flat plate part. That is, the inclined plate has a right triangular inclined flat plate part bent at a bending angle of 90 degrees on both sides with the central bent part as the center line, and the tip angle of the right triangle is the apex angle. Note that the tip portion of the inclined plate may be chipped, and in that case, the apex angle is formed on the extension line of the inclined side of the inclined flat plate portion and the central bent portion.

(接合板)
接合板は、傾斜板のそれぞれの傾斜平板部の傾斜辺を折り曲げ線として傾斜平板部に対して内側に垂直に折り曲げられると共に、固定具を挿通可能な固定孔を有している。この接合板は、傾斜平板部1つに対して少なくとも1つ以上設けられており、傾斜板は隣り合う2つの傾斜平板部を有することから、傾斜板1つに対して接合板は2つ以上設けられていることになる。接合板は、傾斜平板部1つに対して2つ以上設けられていてもよい。また、1つの接合板において、2つ以上の固定孔を有していてもよい。すなわち、傾斜板の傾斜平板部1つに対して固定孔が2つ以上(傾斜板1つに対して4つ以上)設けられていてもよく、これにより、より強固に接合することが可能となる。なお、後述する屈曲支持板を用いる場合は、固定孔の数に対応して、屈曲支持板に挿通孔を複数設けたり、用いる屈曲支持板の数を増やしたりして、接合構造の強度をより高めることができる。
(joint plate)
The joint plate is bent perpendicularly inward with respect to the inclined flat plate part using the inclined side of each inclined plate part of the inclined plate as a bending line, and has a fixing hole through which a fixing tool can be inserted. At least one joining plate is provided for each inclined flat plate portion, and since the inclined plate has two adjacent inclined flat plate portions, two or more joining plates are provided for each inclined plate. It will be established. Two or more joining plates may be provided for one inclined flat plate portion. Moreover, one bonding plate may have two or more fixing holes. That is, two or more fixing holes may be provided for one inclined flat plate part of the inclined plate (four or more for one inclined plate), thereby making it possible to join more firmly. Become. In addition, when using the bending support plate described later, the strength of the joint structure can be further increased by providing multiple insertion holes in the bending support plate or increasing the number of bending support plates used, depending on the number of fixing holes. can be increased.

(構造材の材質)
構造材の材質としては、例えば、金属、プラスチック(合成樹脂)を挙げることができ、金属が好ましい。金属としては、具体的に例えば、普通鋼(炭素鋼)等の鉄鋼、合金鋼・特殊用途鋼・工具鋼等の特殊鋼、アルミニウム合金、銅合金、チタン、マグネシウム等の非鉄などを挙げることができる。プラスチックとしては、具体的に例えば、ポリカーボネート、ポリフェニレンサルファイド、PEEK、フッ化ビニリデン樹脂、四フッ化エチレン樹脂、ポリ塩化ビニル、ポリプロピレン、PA46、ポリアセタール、ガラス繊維強化ポリアミド、FRP、セラミック、シリコン、ポリイミド等を挙げることができる。
(Material of structural material)
Examples of the material of the structural material include metal and plastic (synthetic resin), with metal being preferred. Specific examples of metals include steel such as ordinary steel (carbon steel), special steel such as alloy steel, special purpose steel, and tool steel, and non-ferrous metals such as aluminum alloy, copper alloy, titanium, and magnesium. can. Specific examples of plastics include polycarbonate, polyphenylene sulfide, PEEK, vinylidene fluoride resin, tetrafluoroethylene resin, polyvinyl chloride, polypropylene, PA46, polyacetal, glass fiber reinforced polyamide, FRP, ceramic, silicon, polyimide, etc. can be mentioned.

(構造材の態様)
本発明の構造材は、構造材本体の先方に傾斜板(及び接合板)が設けられているものであるが、構造材本体の後方にも傾斜板(及び接合板)が設けられているものが好ましい。これにより、構造体のすべての角部を本発明の接合構造により構成することが可能となる。また、本発明の構造材は、構造材本体が所定の長さを有する断面L字状の部材等の長尺部材から構成される態様であってもよいし、構造材本体が長尺部材を取り付け可能に構成される態様であってもよい。このような構造材本体としては、例えば、アングル材(等辺山形鋼)の他、角形鋼管等を挙げることができるが、アングル材が好ましい。また、XYZ方向の構造材は、それぞれ同一形状の部材であってもよいし、異なる形状の部材であってもよいが、同一形状の部材が好ましい。
(Aspects of structural materials)
The structural material of the present invention is one in which an inclined plate (and a joint plate) is provided at the front of the structural material main body, but an inclined plate (and a joint plate) is also provided at the rear of the structural material main body. is preferred. This makes it possible to configure all corners of the structure with the joining structure of the present invention. Further, the structural material of the present invention may be configured in such a manner that the structural material main body is composed of a long member such as a member having an L-shaped cross section with a predetermined length, or the structural material main body includes a long member such as a member having an L-shaped cross section. It may also be configured to be attachable. Examples of such a structural material main body include, for example, angle members (equilateral angle steel) and square steel pipes, but angle members are preferred. Further, the structural members in the XYZ directions may be members of the same shape or may be members of different shapes, but members of the same shape are preferable.

構造材本体が長尺部材を取り付け可能に構成される態様としては、例えば、構造材本体が、その後方にXYZ方向に延在される3つの長尺部材を固定する長尺部材固定部を備えている態様を挙げることができる。この態様の場合、本発明の構造材の接合構造は、XYZ方向に延在される3つの部材を固定する三方コーナー固定具として機能する。 An example of an embodiment in which the structural material main body is configured to be able to attach elongated members is, for example, a structure in which the structural material main body is provided with an elongated member fixing part that fixes three elongated members extending in the XYZ directions behind the structural material main body. Examples of this can be mentioned. In this embodiment, the structural member joining structure of the present invention functions as a three-way corner fixture that fixes three members extending in the XYZ directions.

(構造材の大きさ)
構造材の長さとしては、用途によって適宜設定することができ、構造材本体が所定の長さを有する長尺部材から構成される態様の場合には、200~2000mmであることが好ましく、300~1500mmであることがより好ましく、500~1200mmであることがさらに好ましい。また、構造材本体が長尺部材を取り付け可能に構成される態様の場合(三方コーナー固定具として機能する場合)には、50~500mmであることが好ましく、80~300mmであることがより好ましく、100~200mmであることがさらに好ましい。また、その幅(構造材本体の平板部の幅)としては、10~150mmであることが好ましく、15~120mmであることがより好ましく、20~100mmであることがさらに好ましい。また、その厚さとしては、0.5~30mmであることが好ましく、1~20mmであることがより好ましく、2~15mmであることがさらに好ましい。
(Size of structural material)
The length of the structural material can be set as appropriate depending on the application, and in the case of an embodiment in which the structural material main body is composed of a long member having a predetermined length, it is preferably 200 to 2000 mm, and 300 mm. It is more preferably from 1,500 mm to 1,500 mm, and even more preferably from 500 to 1,200 mm. In addition, in the case of an embodiment in which the structural material main body is configured to be able to attach a long member (when functioning as a three-sided corner fixture), the length is preferably 50 to 500 mm, and more preferably 80 to 300 mm. , more preferably 100 to 200 mm. Further, its width (the width of the flat plate portion of the structural material main body) is preferably 10 to 150 mm, more preferably 15 to 120 mm, and even more preferably 20 to 100 mm. Further, its thickness is preferably 0.5 to 30 mm, more preferably 1 to 20 mm, and even more preferably 2 to 15 mm.

(構造材の製造)
構造材の材質が金属の場合、構造材は、一枚の金属板を折り曲げて形成されることが好ましい(図4参照)。これにより、構造材の成形が容易となり、製造工程の簡略化や製造コストを抑えることができる。
(Manufacture of structural materials)
When the material of the structural material is metal, it is preferable that the structural material is formed by bending a single metal plate (see FIG. 4). This makes it easy to mold the structural material, simplifying the manufacturing process and reducing manufacturing costs.

(締結具挿入孔)
本発明の構造材の接合構造においては、構造材の接合板の固定孔の中心線と交差する構造材本体に、ボルト及びナットを締結する締結具を挿入するための締結具挿入孔が設けられていることが好ましい(図3Aの49参照)。これにより、ボルト及びナットの取り付けが容易となる。締結具としては、通常、ボルト及びナットの締結に用いられるものを挙げることができ、例えば、ドライバー、ナットドライバー、電動ドライバー、六角棒スパナ等を挙げることができる。
(fastener insertion hole)
In the structural material joint structure of the present invention, a fastener insertion hole for inserting a fastener for fastening bolts and nuts is provided in the structural material body intersecting the center line of the fixing hole of the structural material joint plate. (See 49 in Figure 3A). This facilitates attachment of bolts and nuts. Examples of the fastener include those normally used for fastening bolts and nuts, such as a screwdriver, a nut driver, an electric screwdriver, a hexagonal wrench, and the like.

[接合態様]
本発明の構造材の接合構造は、上記3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接され、3つの構造材がそれぞれXYZ方向に延設するよう、3つの構造材の端部が突き合わされることにより、X方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、X方向の構造材のY方向に立設した傾斜平板部の先端の頂角と、Y方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、Y方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のY方向に立設した傾斜平板部の先端の頂角とで直角を形成する(図1B及び図6参照)。
[Joining mode]
The joining structure of the structural members of the present invention is such that the inclined sides of the inclined flat plate portions of the inclined plates of the three structural members are in contact with each other, and the three structural members are respectively extended in the XYZ directions. By abutting the ends, the apex angle of the tip of the inclined flat plate part standing in the Z direction of the structural member in the X direction and the apex of the tip of the inclined flat plate part standing in the X direction of the structural member in the Z direction. The apex angle of the tip of the inclined flat plate part standing upright in the Y direction of the structural member in the X direction, and the apex angle of the tip of the inclined flat plate part standing upright in the X direction of the structural member in the Y direction, forming a right angle with the corner. and the apex angle of the tip of the inclined flat plate part standing upright in the Z direction of the structural member in the Y direction, and the apex angle of the tip of the inclined flat plate part standing upright in the Y direction of the structural member in the Z direction. to form a right angle (see FIGS. 1B and 6).

本発明の構造材の接合構造は、XYZ方向の3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接された状態で、隣り合う傾斜平板部の先端の頂角の合計が直角(90°)となることから、3つの構造材をXYZ方向に正確に接合することできる。また、本発明の構造材の接合構造は、XYZ方向のすべての方向で直角が形成されて接合されていることから意匠的にも優れている。 The joining structure of the structural members of the present invention is such that when the inclined sides of the inclined flat plate parts of the inclined plates of the three structural members in the XYZ directions are in contact with each other, the sum of the apex angles of the tips of the adjacent inclined flat plate parts is a right angle. (90°), the three structural members can be accurately joined in the XYZ directions. Further, the joining structure of the structural members of the present invention is excellent in terms of design because right angles are formed in all directions of the XYZ directions.

頂角の組み合わせの態様としては、例えば、XYZ方向の3つの構造材の傾斜板の傾斜平板部の先端のすべての頂角が等しい角度(45°)に形成されたものを組みわせた態様や、XYZ方向の1つの構造材の傾斜板の傾斜平板部の先端の頂角が45°よりも小さい角度に形成されると共に、XYZ方向の残りの2つの構造材の傾斜板の傾斜平板部の先端の頂角が45°よりも大きく互いに等しい角度に形成されたものを組み合わせた態様や、XYZ方向の構造材の傾斜板の傾斜平板部の先端の頂角がそれぞれ異なる角度に形成されたものを組み合わせた態様等を挙げることができる。すなわち、XYZ方向の構造材の幅(構造材本体の平板部の幅)にあわせて、頂角の角度を適宜設定することが好ましい。 Examples of combinations of apex angles include, for example, a combination in which all the apex angles at the tips of the inclined flat plate parts of the inclined plates of the three structural members in the XYZ directions are formed at the same angle (45°); , the apex angle of the tip of the inclined flat plate part of the inclined plate of one structural member in the XYZ directions is formed at an angle smaller than 45°, and the inclined flat plate parts of the inclined plates of the remaining two structural members in the XYZ directions are An embodiment in which the apex angles of the tips are larger than 45° and formed at equal angles, or a configuration in which the apex angles of the tips of the inclined flat plate parts of the inclined plate of the structural material in the XYZ directions are formed at different angles. Examples include embodiments in which these are combined. That is, it is preferable to set the apex angle appropriately according to the width of the structural material in the XYZ directions (width of the flat plate portion of the structural material main body).

例えば、XYZ方向の構造材の幅が同一の場合、XYZ方向の3つの構造材の傾斜板の傾斜平板部の先端の頂角を45°に設定することができ、この態様の場合、XYZ方向の構造材を全て同一形状の部材とすることができることから、大量生産が可能となり、製造コストを抑えることができる。 For example, if the widths of the structural members in the XYZ directions are the same, the apex angle of the tips of the inclined flat plate parts of the inclined plates of the three structural members in the XYZ directions can be set to 45°. Since all of the structural members can be made into members of the same shape, mass production is possible and manufacturing costs can be held down.

また、幅の異なる構造材を接合する場合、例えば、Z方向の構造材の幅が小さい場合、Z方向の1つの構造材の傾斜板の傾斜平板部の先端の頂角が45°よりも小さい角度に形成されると共に、XY方向の構造材の傾斜板の傾斜平板部の先端の頂角が45°よりも大きい角度に形成され、互いに当接する3つの構造材の傾斜板の傾斜平板部の傾斜辺の長さを同一にすることにより、良好な角部が形成される。具体的には、傾斜板の頂角が30°に形成された幅の短いZ方向の構造材と、傾斜板の頂角が60°に形成されたZ方向の構造材よりも幅が長いX方向及びY方向の構造材とが接合されたものを挙げることができる(図7A及び図7B参照)。 In addition, when joining structural members with different widths, for example, when the width of the structural members in the Z direction is small, the apex angle of the tip of the inclined flat plate part of the inclined plate of one structural member in the Z direction is smaller than 45°. The inclined flat plate parts of the three structural members' inclined plates are formed at an angle, and the apex angle of the tips of the inclined flat plate parts of the inclined plates of the structural members in the XY direction are formed at an angle larger than 45°, and the inclined flat plate parts of the inclined plates of the three structural members are in contact with each other. A good corner can be formed by making the lengths of the sloped sides the same. Specifically, the Z-direction structural member has a short width with an inclined plate having an apex angle of 30°, and the Z-direction structural member has a longer width than the Z-direction structural member with an inclined plate having an apex angle of 60°. An example is one in which structural members in the direction and the Y direction are joined (see FIGS. 7A and 7B).

さらに、3つの構造材の端部が突き合わされた状態で、上記ボルト及びナットが構造材の固定孔に挿通状態で固定されることにより、3つの構造材が接合される。構造材の固定孔は、傾斜平板部に対して1つであってもよいが、2つ以上有しているものであってもよく、具体的に例えば、XYZ方向の3つの構造材の接合板がそれぞれ2つの固定孔を有し、2つの固定孔に挿通状態で固定される6組の固定具を備えているものを挙げることができる(図8参照)。なお、固定具(ボルト及びナット)は、固定孔の数に応じて用いられる。 Further, with the ends of the three structural members butted against each other, the bolts and nuts are inserted and fixed into the fixing holes of the structural members, thereby joining the three structural members. The structural material may have one fixing hole for the inclined flat plate part, but it may also have two or more fixing holes. Specifically, for example, for joining three structural materials in the XYZ directions. One example is one in which each plate has two fixing holes and six sets of fixing devices are inserted and fixed in the two fixing holes (see FIG. 8). Note that fixing tools (bolts and nuts) are used depending on the number of fixing holes.

上記のとおり、本発明の構造材の接合構造は、3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接され、3つの構造材がそれぞれXYZ方向に延設するよう、3つの構造材の端部が突き合わされた状態で、ボルト及びナットが構造材の固定孔に挿通状態で固定されることにより、3つの構造材が接合されるものであり、これにより、安定した高い強度でXYZ方向に延設された3つの構造材を接合することができ、安定した高い強度で構造体の角部を形成することができる。 As described above, the joining structure of the structural members of the present invention is such that the inclined sides of the inclined flat plate parts of the inclined plates of the three structural members are in contact with each other, and the three structural members are respectively extended in the XYZ directions. The three structural members are joined by inserting bolts and nuts into the fixing holes of the structural members while the ends of the structural members are butted against each other, thereby achieving stable and high strength. It is possible to join three structural members extending in the XYZ directions, and it is possible to form a corner of the structure with stable and high strength.

[構造材の接合構造の補強構造を備える態様]
本発明の構造材の接合構造は、より強固に構造材を接合するため、さらに補強構造を備えていることが好ましい。
[A mode including a reinforcing structure for the joining structure of structural materials]
The joining structure for structural members of the present invention preferably further includes a reinforcing structure in order to join the structural members more firmly.

具体的に、本発明の構造材の接合構造の補強構造を備える態様としては、少なくとも3つの屈曲支持板をさらに用いた構造材の接合構造であって、屈曲支持板は、120°に屈曲された隣り合う平板部と、平板部にそれぞれ形成された固定具を挿通する挿通孔とを備えており、3つの屈曲支持板が、3つの構造材から形成される角部の頂点を通る内方中心線にそれぞれの屈曲部が近接するように、かつ、3つの構造材にそれぞれ対応して周方向に配設され、屈曲支持板の挿通孔及び構造材の固定孔に固定具が挿通されて固定される態様を挙げることができる。 Specifically, an embodiment of the joint structure for structural members according to the present invention that includes a reinforcing structure is a joint structure for structural members that further uses at least three bending support plates, the bending support plates being bent at 120°. The three bending support plates are provided with adjacent flat plate parts and insertion holes through which fixing devices formed in each of the flat plate parts are inserted. The bending parts are arranged in the circumferential direction so as to be close to the center line and corresponding to the three structural members, and the fixing tools are inserted into the insertion holes of the bending support plate and the fixing holes of the structural members. Examples include a fixed mode.

(屈曲支持板)
本態様の本発明の構造材の接合構造は、120°に屈曲された隣り合う平板部と、平板部にそれぞれ形成された固定具を挿通する挿通孔とを備えた少なくとも3つの屈曲支持板を備えている。
(Bending support plate)
The joining structure for structural members of the present invention in this aspect includes at least three bent support plates each having adjacent flat plate portions bent at 120° and insertion holes formed in each of the flat plate portions through which fixing devices are inserted. We are prepared.

屈曲支持板の材質としては、例えば、金属、プラスチック(合成樹脂)を挙げることができ、金属が好ましい。具体的には、構造材で挙げた材料を挙げることができ、構造材と同一の材質であってもよいし、異なる材質であってもよい。 Materials for the bending support plate include, for example, metal and plastic (synthetic resin), with metal being preferred. Specifically, the materials listed as structural materials can be used, and the material may be the same as the structural material or a different material.

屈曲支持板は、例えば、2枚の直角台形状の平板部の斜辺同士が屈曲角度120°で接続されて断面V字状に形成されたものである(図5A及び図5B参照)。平板部の形状は適宜決定することができる。 The bending support plate is formed by, for example, two rectangular trapezoidal flat plate portions whose hypotenuses are connected at a bending angle of 120° to have a V-shaped cross section (see FIGS. 5A and 5B). The shape of the flat plate portion can be determined as appropriate.

3つの屈曲支持板は、3つの構造材から形成される角部の頂点を通る内方中心線にそれぞれの屈曲部が近接するように、かつ、3つの構造材にそれぞれ対応して周方向に配設されている。すなわち、3つの屈曲支持板は、3つの構造材から形成される角部の頂点を原点とするXYZ直交座標系において、原点から内方に伸びるXYZ方向から等距離の点の集合体である中心線(内方中心線)を中心に放射状に配置されている(図1B参照)。 The three bending support plates are arranged so that each bending part is close to an inward center line passing through the apex of the corner formed by the three structural members, and in a circumferential direction corresponding to each of the three structural members. It is arranged. In other words, in an XYZ orthogonal coordinate system whose origin is the vertex of the corner formed by the three structural members, the three bending support plates have a center that is a collection of points equidistant from the XYZ direction extending inward from the origin. They are arranged radially around a line (inner center line) (see FIG. 1B).

本態様では、例えば、3つの屈曲支持板の挿通孔と3つの構造材の固定孔とに3組の固定具を挿通して固定することで、3つの構造材を接合する。3つの屈曲支持板を介して3つの構造材を固定することで、3つの屈曲支持板が補強部材の役割を果たし、XYZ方向に延設された3つの構造材が内方側へ閉じるように変形することを防止し、3つの構造材をより強固に接合する。また、屈曲支持板の平板部の両外縁は、3つの構造材の傾斜板にそれぞれ当接していることが好ましく、傾斜板に対して垂直に当接していることがより好ましい。これにより、振動等の衝撃によるズレなどを防止して、3つの構造材をより安定した状態で支持することができる。 In this aspect, for example, the three structural members are joined by inserting and fixing three sets of fixtures through the insertion holes of the three bending support plates and the fixing holes of the three structural members. By fixing the three structural members through the three bending support plates, the three bending support plates play the role of reinforcing members, and the three structural members extending in the XYZ directions close inward. Prevents deformation and joins the three structural members more firmly. Further, it is preferable that both outer edges of the flat plate portion of the bending support plate are in contact with the inclined plates of the three structural members, respectively, and it is more preferable that both outer edges of the flat plate portion of the bending support plate are in contact with the inclined plates perpendicularly. As a result, it is possible to prevent displacement due to shocks such as vibrations, and to support the three structural members in a more stable state.

屈曲支持板は、1つの屈曲支持板の各平板部において複数の挿通孔を備えていてもよく、例えば、構造材が傾斜平板部1つに対して複数の固定孔を有する場合、屈曲支持板が、構造材の固定孔に対応する複数の挿通孔を備えていることが好ましい。このような態様の本発明の構造材の接合構造としては、具体的に例えば、XYZ方向の3つの構造材の接合板がそれぞれ2つの固定孔を有し、3つの屈曲支持板の1つの平板部が構造材の2つの固定孔に対応するそれぞれ2つの挿通孔を備え、屈曲支持板の2つの挿通孔及び構造材の2つの固定孔に固定具(計6組)を挿通状態で固定する構造を挙げることができる。なお、構造材が傾斜平板部1つに対して複数の固定孔を有する場合、平板部に1つの挿通孔を有する屈曲支持板を複数用いてもよい。 The bending support plate may include a plurality of insertion holes in each flat plate part of one bending support plate. For example, when the structural material has a plurality of fixing holes for one inclined flat plate part, the bending support plate However, it is preferable to include a plurality of insertion holes corresponding to the fixing holes of the structural member. Specifically, the joining structure of the structural members of the present invention in such an aspect is, for example, one in which the joining plates of the three structural members in the XYZ directions each have two fixing holes, and one flat plate of the three bending support plates. Each part has two insertion holes corresponding to the two fixing holes in the structural material, and fixing tools (total of 6 sets) are inserted and fixed in the two insertion holes in the bending support plate and the two fixing holes in the structural material. structure. In addition, when the structural material has a plurality of fixing holes for one inclined flat plate part, a plurality of bending support plates each having one insertion hole in the flat plate part may be used.

その他の本発明の構造材の接合構造の補強構造を備える態様としては、構造材に設けられた1対の接合板がそれぞれ延設されて、延設端部が、3つの構造材から形成される角部の頂点を通る内方中心線で、近接、当接又は接着されている態様を挙げることができる。接合板は、傾斜平板部の傾斜辺の50%以上、好ましくは60%以上、より好ましくは70%以上の部分から延設されているものが、強度の点から好ましい。接合板は、例えば、その両側辺が傾斜辺に対して垂直に延びており、直角台形状となっている。また、接合板の延設端部の当接部における隣り合う接合板同士の隣接角度は120°となっている。本態様においては、構造材に設けられた1対の接合板が、上記3つの屈曲支持板の役目を果たすことにより、より強固に構造材を接合することができる。なお、接合板は、屈曲支持板同様、複数の挿通孔を備えていてもよい。 Another aspect of the present invention in which the reinforcing structure of the joint structure of structural members is provided is that a pair of joint plates provided on the structural member are each extended, and the extended end portions are formed from three structural members. Examples include embodiments in which the inner center line passing through the apex of the corner is adjacent to, in contact with, or bonded to the inner center line. From the viewpoint of strength, the joining plate preferably extends from 50% or more, preferably 60% or more, and more preferably 70% or more of the inclined side of the inclined flat plate portion. The joint plate has, for example, a right trapezoid shape, with both sides thereof extending perpendicularly to the inclined sides. Further, the adjoining angle between adjacent joining plates at the abutting portions of the extending ends of the joining plates is 120°. In this aspect, the pair of bonding plates provided on the structural material serve as the three bending support plates, thereby making it possible to bond the structural material more firmly. Note that, like the bending support plate, the joint plate may include a plurality of insertion holes.

次に、上記本発明の構造材の接合構造を用いた構造体について説明する。
本発明の構造体としては、上記接合構造を角部に備えている構造体を挙げることができる。このような構造体としては、例えば、本発明の構造材の接合構造を上下の4つの角部(計8つ)に備える直方体状架台や(図9参照)、本発明の構造材の接合構造を上部の4つの角部に備えるテーブル状架台などを挙げることができる。
Next, a structure using the joining structure of structural materials of the present invention will be described.
Examples of the structure of the present invention include a structure in which the above-mentioned joining structure is provided at a corner. Examples of such a structure include, for example, a rectangular parallelepiped frame having the structural material joining structure of the present invention at four upper and lower corners (total of 8 corners) (see FIG. 9), and the structural material joining structure of the present invention. For example, a table-like pedestal having four corners of the upper part.

以下、図面を用いて本発明の構造材の接合構造の第一~第三実施形態を具体的に説明するが、本発明は本実施形態に制限されるものではない。 Hereinafter, first to third embodiments of the joining structure for structural members of the present invention will be specifically described with reference to the drawings, but the present invention is not limited to the present embodiments.

ここで、図1Aは、本発明の第一実施形態に係る構造材の接合構造の説明図であって、構造材が接合している状態の概略図である。図1Bは、図1Aの構造材の接合構造の拡大図である。図2は、図1Bに示す構造材の接合構造のXYZ方向の構造材が接合される前の概略図であり、YZ方向の構造材の端部が突き合わされている状態の図である。図3Aは、図1に示す構造材の接合構造のX方向の構造材X1(アングル材X1)の斜視図である。図3Bは、図1に示す構造材の接合構造のアングル材X1の正面図である。図3Cは、図1に示す構造材の接合構造のアングル材X1の右側面図である。図3Dは、図1に示す構造材の接合構造のアングル材X1の平面図である。図4は、図1に示す構造材の接合構造のアングル材X1の展開図である。図5Aは、図1に示す構造材の接合構造の屈曲支持板の正面図である。図5Bは、図1に示す構造材の接合構造の屈曲支持板の右側面図である。図6は、本発明の第一実施形態に係る構造材の接合構造の概略図であり、構造材X1及び構造材Z1(アングル材X1及びアングル材Z1)を外方側から見た図である。 Here, FIG. 1A is an explanatory diagram of a joining structure of structural members according to a first embodiment of the present invention, and is a schematic diagram of a state in which the structural members are joined. FIG. 1B is an enlarged view of the joining structure of the structural members in FIG. 1A. FIG. 2 is a schematic diagram of the joining structure of structural members shown in FIG. 1B before the structural members in the XYZ directions are joined, and is a diagram in which the ends of the structural members in the YZ directions are butted against each other. FIG. 3A is a perspective view of the structural member X1 (angle member X1) in the X direction of the structural member joining structure shown in FIG. 1. FIG. FIG. 3B is a front view of the angle member X1 of the joining structure of structural members shown in FIG. 1. FIG. FIG. 3C is a right side view of the angle member X1 of the joining structure of structural members shown in FIG. 1. FIG. FIG. 3D is a plan view of the angle member X1 of the joining structure of structural members shown in FIG. 1. FIG. FIG. 4 is a developed view of the angle member X1 of the joining structure of structural members shown in FIG. 5A is a front view of the bending support plate of the joining structure of structural members shown in FIG. 1. FIG. FIG. 5B is a right side view of the bending support plate of the joining structure of structural members shown in FIG. 1. FIG. FIG. 6 is a schematic diagram of a joining structure of structural members according to the first embodiment of the present invention, and is a view of the structural member X1 and the structural member Z1 (angle member X1 and angle member Z1) viewed from the outside side. .

図1A及び図1Bに示すように、本発明の第一実施形態に係る構造材の接合構造1は、XYZ方向に延設された3つの構造材としてのX方向のアングル材X1,Y方向のアングル材Y1,Z方向のアングル材Z1と、3組の固定具としてのアングル材X1,Z1を固定するボルト及びナット10、アングル材X1,Y1を固定するボルト及びナット12、アングル材Y1,Z1を固定するボルト及びナット14とを備えている。アングル材X1,Y1,Z1は、それぞれ同様の構成の部材である。また、ボルト及びナット10~14は、それぞれ同様の構成の部材である。 As shown in FIGS. 1A and 1B, a joining structure 1 for structural members according to the first embodiment of the present invention includes three structural members extending in the XYZ directions, an angle member X1 in the X direction and an angle member X1 in the Y direction. Angle material Y1, angle material Z1 in the Z direction, bolt and nut 10 for fixing angle material X1, Z1 as three sets of fixtures, bolt and nut 12 for fixing angle material X1, Y1, angle material Y1, Z1 It is provided with bolts and nuts 14 for fixing. The angle members X1, Y1, and Z1 are members having the same structure. Further, the bolts and nuts 10 to 14 are members having the same structure.

さらに、構造材の接合構造1は、補強材として3つの屈曲支持板を備えており、アングル材X1を支持する屈曲支持板16と、アングル材Y1を支持する屈曲支持板18と、アングル材Z1を支持する屈曲支持板20とを備えている。屈曲支持板16~20は、それぞれ同様の構成の部材である。 Furthermore, the structural material joint structure 1 has three bending support plates as reinforcing members: bending support plate 16 that supports angle member X1, bending support plate 18 that supports angle member Y1, and bending support plate 20 that supports angle member Z1. The bending support plates 16 to 20 are each members of the same configuration.

図2に示すように、構造材の接合構造1は、X方向のアングル材X1、Y方向のアングル材Y1、及びZ方向のアングル材Z1のそれぞれの端部が互いに突き合わされた状態で接合されることにより構造体の角部を形成している。 As shown in FIG. 2, in the joining structure 1 of structural members, an angle member X1 in the X direction, an angle member Y1 in the Y direction, and an angle member Z1 in the Z direction are joined with their respective ends butted against each other. This forms the corners of the structure.

図3A~3Dに示すように、アングル材X1は、長さ1000mm程度の一般構造用圧延鋼材製であり、直角に屈曲された隣り合う平板部22a,22bを有する断面L字状の構造材本体24を備えている。各平板部の幅は40mm程度である。 As shown in FIGS. 3A to 3D, the angle member X1 is made of general structural rolled steel material with a length of about 1000 mm, and has an L-shaped cross-section as a structural member body having adjacent flat plate portions 22a and 22b bent at right angles. It is equipped with 24. The width of each flat plate portion is approximately 40 mm.

また、アングル材X1は、構造材本体24の先方に設けられ、直角に屈曲された隣り合う平板部22a,22bの両外縁から中心屈曲部26に向かって傾斜して形成された隣り合う傾斜平板部28a,28bを有する傾斜板30を備えている。傾斜平板部28a,28bは、先端にそれぞれ45°の頂角αを形成する。 Further, the angle material X1 is provided at the front of the structural material main body 24, and is an adjacent inclined flat plate that is formed to be inclined toward the center bent part 26 from both outer edges of the adjacent flat plate parts 22a and 22b bent at right angles. An inclined plate 30 having portions 28a and 28b is provided. The inclined flat plate portions 28a and 28b each form an apex angle α of 45° at their tips.

さらに、アングル材X1は、傾斜板30のそれぞれの傾斜平板部28a,28bの傾斜辺を折り曲げ線として傾斜平板部28a,28bに対して内側に垂直に折り曲げられた接合板34a、34bを備えている。接合板34a、34bは、それぞれ、ボルト及びナット10を挿通可能な直径10mm程度の固定孔32a、並びに固定孔32bを有する。 Further, the angle member X1 includes joining plates 34a and 34b that are bent perpendicularly inward to the inclined flat plate parts 28a and 28b using the inclined sides of the inclined flat plate parts 28a and 28b of the inclined plate 30 as bending lines. There is. The joining plates 34a and 34b each have a fixing hole 32a and a fixing hole 32b each having a diameter of about 10 mm through which the bolt and nut 10 can be inserted.

また、構造材本体24の平板部28a,28bの両縁には、平板部28a,28bに対して垂直に立設する縁返し部36a,36bが設けられている。また、構造材本体24の後方には、傾斜板38、接合板40a,40bが形成されている。この傾斜板38、接合板40a,40bは、傾斜板30、接合板34a,34bと同様の構成であるため詳細を省略する。 Further, on both edges of the flat plate parts 28a, 28b of the structural material main body 24, edge turn parts 36a, 36b are provided that stand perpendicularly to the flat plate parts 28a, 28b. Further, at the rear of the structural material main body 24, an inclined plate 38 and joint plates 40a and 40b are formed. Since the inclined plate 38 and the joining plates 40a and 40b have the same configuration as the inclined plate 30 and the joining plates 34a and 34b, the details will be omitted.

また、アングル材Y1,Z1は、アングル材X1とそれぞれ同様の構成の部材であることから、アングル材X1と同様の符号を付して説明を省略する。 Furthermore, since the angle members Y1 and Z1 are members having the same structure as the angle member X1, they are given the same reference numerals as the angle member X1, and the explanation thereof will be omitted.

上記説明したアングル材X1は、図4に示すように、一般構造用圧延鋼材製の金属板48を、切り抜き加工し、折り曲げて形成されている。 As shown in FIG. 4, the angle member X1 described above is formed by cutting out and bending a metal plate 48 made of rolled steel for general structural use.

図5A及び図5Bに示すように、屈曲支持板16は、120°に屈曲された隣り合う屈曲支持板平板部42a,42bを備えている。屈曲支持板平板部42a,42bには、ボルト及びナット10を挿通する直径10mm程度の挿通孔44aと、ボルト及びナット12を挿通する直径10mm程度の挿通孔44bとが設けられている。屈曲支持板16は、2枚の直角台形状の屈曲支持板平板部42a,42bの斜辺同士が、屈曲部46で屈曲角度120°に屈曲されて接続されて断面V字状に形成されている。 As shown in FIGS. 5A and 5B, the bending support plate 16 includes adjacent bending support plate flat plate portions 42a and 42b bent at 120°. The bending support plate flat plate portions 42a, 42b are provided with an insertion hole 44a with a diameter of about 10 mm through which the bolt and nut 10 are inserted, and an insertion hole 44b with a diameter of around 10 mm through which the bolt and nut 12 are inserted. The bending support plate 16 is formed into a V-shaped cross section by connecting the oblique sides of two right-angled trapezoidal bending support plate flat plate portions 42a and 42b at a bending angle of 120° at the bending portion 46. .

また、構造材の接合構造1は、アングル材X1,Y1,Z1の接合板34の固定孔32の中心線と交差する構造材本体24に、ボルト及びナット10~14を締結する締結具としてのドライバーを挿入するための締結具挿入孔49が設けられている。 Further, the structural material joining structure 1 is used as a fastener for fastening bolts and nuts 10 to 14 to the structural material body 24 intersecting the center line of the fixing hole 32 of the joining plate 34 of the angle materials X1, Y1, and Z1. A fastener insertion hole 49 is provided for inserting a driver.

図1A及び図1Bに示すように、構造材の接合構造1は、アングル材X1,Y1,Z1の傾斜板30の傾斜平板部28の傾斜辺が互いに当接され、アングル材X1,Y1,Z1がそれぞれXYZ方向に延設するよう、アングル材X1,Y1,Z1の端部が突き合わされ、構造体の角部を形成する。この際、図6に示すように、アングル材X1のZ方向に立設した傾斜板30の傾斜平板部28aの先端の頂角α(45°)と、アングル材Z1のX方向に立設した傾斜板50(30)の傾斜平板部52(28)の先端の頂角β(45°)とで直角を形成する。また、図示しないが同様に、アングル材X1のY方向に立設した傾斜板30の傾斜平板部28の先端の頂角と、アングル材Y1のX方向に立設した傾斜板30の傾斜平板部28の先端の頂角とで直角を形成し、アングル材Y1のZ方向に立設した傾斜板30の傾斜平板部28の先端の頂角と、アングル材Z1のY方向に立設した傾斜板30の傾斜平板部28の先端の頂角とで直角を形成する。 As shown in FIGS. 1A and 1B, in the joining structure 1 for structural members, the inclined sides of the inclined flat plate portions 28 of the inclined plates 30 of the angle members X1, Y1, Z1 are brought into contact with each other, and the angle members X1, Y1, Z1 The ends of the angle members X1, Y1, and Z1 are butted against each other so that the angle members X1, Y1, and Z1 extend in the XYZ directions, respectively, to form the corners of the structure. At this time, as shown in FIG. A right angle is formed with the apex angle β (45°) of the tip of the inclined flat plate portion 52 (28) of the inclined plate 50 (30). Although not shown, similarly, the apex angle of the tip of the inclined flat plate portion 28 of the inclined plate 30 erected in the Y direction of the angle member X1 and the inclined flat plate portion of the inclined plate 30 erected in the X direction of the angle member Y1 28, and the vertical angle of the tip of the inclined flat plate part 28 of the inclined plate 30, which is erected in the Z direction of the angle member Y1, and the inclined plate erected in the Y direction of the angle member Z1. 30 forms a right angle with the apex angle of the tip of the inclined flat plate portion 28.

図1A及び図1Bに示すように、構造材の接合構造1は、屈曲支持板16~20が、アングル材X1,Y1,Z1から形成される角部の頂点を通る内方中心線にそれぞれの屈曲部46が近接するように、かつ、アングル材X1,Y1,Z1にそれぞれ対応して周方向に配設されており、屈曲支持板16~20の挿通孔44及びアングル材X1,Y1,Z1の固定孔32にボルト及びナット10~14が挿通されて固定されることにより、アングル材X1,Y1,Z1が接合されている。 As shown in FIGS. 1A and 1B, in the joint structure 1 of structural members, the bending support plates 16 to 20 are attached to the inner center line passing through the vertices of the corners formed from the angle members X1, Y1, and Z1. They are arranged in the circumferential direction so that the bent portions 46 are close to each other and correspond to the angle members X1, Y1, and Z1, respectively, and the insertion holes 44 of the bending support plates 16 to 20 and the angle members X1, Y1, and Z1. The angle members X1, Y1, and Z1 are joined by inserting bolts and nuts 10 to 14 into the fixing holes 32 and fixing them.

上記説明した構造材の接合構造1は、アングル材X1,Y1,Z1の傾斜板30の傾斜平板部28の傾斜辺が互いに当接され、アングル材X1,Y1,Z1がそれぞれXYZ方向に延設されて構造体の角部を形成するよう、アングル材X1,Y1,Z1の端部が突き合わされると共に、3組のボルト及びナット10~14により固定されることから、安定した高い強度でXYZ方向に延設されたアングル材X1,Y1,Z1を接合することができる。また、構造材の接合構造1は、アングル材X1,Y1,Z1の傾斜板30の傾斜平板部28の傾斜辺が互いに当接された状態で隣り合う傾斜板30の傾斜平板部28の傾斜辺の先端の頂角の合計が直角(90°)となることから、アングル材X1,Y1,Z1をXYZ方向に正確に接合することでき、意匠的にも優れたものとなる。さらに、補強構造としての3つの屈曲支持板16~20がアングル材X1,Y1,Z1を支持することから、アングル材X1,Y1,Z1をより強固に接合することができる。 In the above-described joining structure 1 for structural members, the inclined sides of the inclined flat plate portions 28 of the inclined plates 30 of the angle members X1, Y1, and Z1 are in contact with each other, and the angle members X1, Y1, and Z1 are each extended in the XYZ direction. The ends of the angle members X1, Y1, and Z1 are butted together to form the corners of the structure, and are fixed with three sets of bolts and nuts 10 to 14, so that the XYZ The angle members X1, Y1, and Z1 extending in the direction can be joined. In addition, in the joining structure 1 of structural members, the inclined sides of the inclined flat plate portions 28 of the inclined plates 30 of the angle members X1, Y1, and Z1 are in contact with each other, and the inclined sides of the inclined flat plate portions 28 of the adjacent inclined plates 30 are in contact with each other. Since the sum of the apex angles of the tips is a right angle (90°), the angle members X1, Y1, and Z1 can be accurately joined in the XYZ directions, resulting in an excellent design. Furthermore, since the three bending support plates 16 to 20 as a reinforcing structure support the angle members X1, Y1, and Z1, the angle members X1, Y1, and Z1 can be more firmly joined.

続いて、本発明の第二実施形態に係る構造材の接合構造について詳細に説明する。本実施形態においては、Z方向のアングル材の幅がX方向及びY方向のアングル材の幅よりも短く形成されている点で第一実施形態と異なる。また、第一実施形態の構造材の接合構造1と同様の構成の部材については、同一符号を付して説明を省略する。 Next, a joining structure of structural members according to a second embodiment of the present invention will be described in detail. This embodiment differs from the first embodiment in that the width of the angle member in the Z direction is shorter than the width of the angle member in the X and Y directions. Further, members having the same configuration as the structural material joining structure 1 of the first embodiment are given the same reference numerals and the description thereof will be omitted.

ここで、図7Aは、本発明の第二実施形態に係る構造材の接合構造の概略図であり、内方側から見た斜視図である。図7Bは、本発明の第二実施形態に係る構造材の接合構造の概略図であり、外方側から見た斜視図である。なお、図7A及び図7Bにおいては、屈曲支持板16~20及びボルト及びナット10~14を省略して、より容易に理解できるように記載している。 Here, FIG. 7A is a schematic diagram of a joining structure of structural members according to a second embodiment of the present invention, and is a perspective view seen from the inside. FIG. 7B is a schematic diagram of a joining structure of structural members according to a second embodiment of the present invention, and is a perspective view seen from the outside. Note that in FIGS. 7A and 7B, the bending support plates 16 to 20 and the bolts and nuts 10 to 14 are omitted for easier understanding.

図7A及び図7Bに示すように、本発明の第二実施形態に係る構造材の接合構造2においては、Z方向のアングル材Z2は、その傾斜板54の頂角γが30°に形成されると共に、その平板部56の幅が23mm程度に形成されている。一方、X方向のアングル材X2及びY方向のアングル材Y2は、それぞれの傾斜板58の頂角δが60°に形成されると共に、その平板部60の幅が40mm程度に形成されている。また、Z方向のアングル材Z2の傾斜板54の傾斜平板部62の傾斜辺の長さと、アングル材X2及びアングル材Y2の傾斜板58の傾斜平板部64の傾斜辺の長さは同一の長さに形成されている。 As shown in FIGS. 7A and 7B, in the joining structure 2 for structural members according to the second embodiment of the present invention, the angle member Z2 in the Z direction has an inclined plate 54 whose apex angle γ is 30°. At the same time, the width of the flat plate portion 56 is approximately 23 mm. On the other hand, in the X-direction angle member X2 and the Y-direction angle member Y2, the apex angle δ of each inclined plate 58 is formed to be 60°, and the width of the flat plate portion 60 thereof is formed to be approximately 40 mm. Further, the length of the inclined side of the inclined flat plate portion 62 of the inclined plate 54 of the angle material Z2 in the Z direction and the length of the inclined side of the inclined flat plate portion 64 of the inclined plate 58 of the angle material X2 and the angle material Y2 are the same length. It is formed.

上記説明した本発明の第二実施形態に係る構造材の接合構造2は、傾斜平板部62,64の傾斜辺が互いに当接された状態で傾斜板54及び傾斜板58の先端の頂角γ,δの合計が直角となることから、幅の異なるアングル材X2,Y2,Z2をXYZ方向に正確に接合することできる。 The joining structure 2 for structural members according to the second embodiment of the present invention described above has the apex angle γ , δ is a right angle, so the angle members X2, Y2, and Z2 having different widths can be accurately joined in the XYZ directions.

続いて、本発明の第三実施形態に係る構造材の接合構造について詳細に説明する。本実施形態においては、構造材の固定孔をそれぞれ2つ有する点で第一実施形態と異なる。また、第一実施形態の構造材の接合構造1と同様の構成の部材については、同一符号を付して説明を省略する。 Next, a joining structure of structural members according to a third embodiment of the present invention will be described in detail. This embodiment differs from the first embodiment in that each structural member has two fixing holes. Further, members having the same configuration as the structural material joining structure 1 of the first embodiment are given the same reference numerals and the description thereof will be omitted.

ここで、図8は、本発明の第三実施形態に係る構造材の接合構造の概略図である。 Here, FIG. 8 is a schematic diagram of a joining structure of structural members according to a third embodiment of the present invention.

図8に示すように、本発明の第三実施形態に係る構造材の接合構造3は、アングル材X3,Y3,Z3の接合板66が、それぞれ2つの固定孔32,32’を備えている。2つの固定孔32,32’を備える場合、接合板66は、傾斜平板部28の傾斜辺の70~80%に接続されている。また、固定孔32,32’に合わせて、6組のボルト及びナット10~14、10’~14’により固定されている。 As shown in FIG. 8, in the structural member joining structure 3 according to the third embodiment of the present invention, the joining plates 66 of the angle members X3, Y3, and Z3 are each provided with two fixing holes 32 and 32'. . When two fixing holes 32, 32' are provided, the joining plate 66 is connected to 70 to 80% of the inclined sides of the inclined flat plate part 28. Further, it is fixed by six sets of bolts and nuts 10 to 14 and 10' to 14' in accordance with the fixing holes 32 and 32'.

なお、本実施形態においては、屈曲支持板を備えていない態様を説明したが、屈曲支持板を備えていることが好ましく、この場合、屈曲支持板はアングル材X3,Y3,Z3の2つの固定孔32,32’に対応する2つの挿通孔(屈曲支持板に計4つ)を備えるものを採用することができ、また、屈曲支持板を計6枚用いてもよい。 In addition, in this embodiment, although the aspect which does not have a bending support plate was described, it is preferable to have a bending support plate. In this case, the bending support plate has two fixed angle members X3, Y3, and Z3. A structure having two insertion holes (four in total in the bending support plate) corresponding to the holes 32 and 32' may be used, or a total of six bending support plates may be used.

上記説明した本発明の第三実施形態に係る構造材の接合構造3は、アングル材X3,Y3,Z3の接合板が2つの固定孔32,32’を備えると共に、かかる固定孔32,32’に挿通状態で、6組のボルト及びナット10~14、10’~14’により固定することから、より安定した高い強度でアングル材X3,Y3,Z3を接合することができる。 In the structural member joining structure 3 according to the third embodiment of the present invention described above, the joining plate of the angle members X3, Y3, and Z3 is provided with two fixing holes 32, 32', and the fixing holes 32, 32' Since the angle members X3, Y3, and Z3 are fixed with six sets of bolts and nuts 10 to 14 and 10' to 14' while being inserted into the angle member, the angle members X3, Y3, and Z3 can be joined with more stability and high strength.

本発明の構造材の接合構造を角部に備える構造体を製造した。
構造材には、両端に傾斜板及び接合板を備えた長さ100mmの断面L字状の一般構造用圧延鋼材製のアングル材と、両端に傾斜板及び接合板を備えた長さ80mmの断面等辺山形状の一般構造用圧延鋼材製のアングル材と、24本のボルト及びナット用いた。なお、アングル材の幅はすべて同じものを用いた。
A structure was manufactured in which the corner portions were provided with the joining structure of the structural members of the present invention.
The structural members include an angle member made of general structural rolled steel with an L-shaped cross section of 100 mm in length, equipped with inclined plates and joint plates at both ends, and an 80 mm long cross section with inclined plates and joint plates at both ends. Equilateral angle members made of general structural rolled steel and 24 bolts and nuts were used. Note that all the angle members used had the same width.

構造体の外方側から見た写真を図9に示し、構造体の内方側から見た角部の写真を図10に示す。図9及び図10に示すように、本発明の構造材の接合構造を角部に備える構造体は、直方体に形成されており、強い振動を与えてもアングル材同士にズレが生じることがなく、すべてのアングル材が強固かつXYZ方向に正確に接合されていることが確認できた。本発明の構造材の接合構造によれば、溶接を用いることなく安定した高い強度でXYZ方向に延設された3つの構造材を接合することができることがわかった。 FIG. 9 shows a photograph of the structure seen from the outside, and FIG. 10 shows a photograph of the corner seen from the inside of the structure. As shown in FIGS. 9 and 10, the structure in which the structural member joining structure of the present invention is provided at the corners is formed into a rectangular parallelepiped, and the angle members do not shift from each other even when subjected to strong vibrations. It was confirmed that all the angle members were firmly and accurately joined in the XYZ directions. It has been found that according to the structural member joining structure of the present invention, three structural members extending in the XYZ directions can be joined with stable and high strength without using welding.

(参考例)
続いて、本発明の構造材と一部同様の構成部材を備える構造材を用いた溶接による構造材の接合構造の参考例を説明する。
参考例に係る構造材(アングル材)の接合構造においては、
直角に屈曲された隣り合う平板部を有する構造材本体と、該構造材本体の先方に設けられ、前記直角に屈曲された隣り合う平板部の両外縁から中心屈曲部に向かって傾斜して先端にそれぞれ頂角を形成する隣り合う傾斜平板部を有する傾斜板と、をそれぞれ備えた3つの構造材と、
を少なくとも用い、前記3つの構造材がそれぞれXYZ方向に延設されて構造体の角部を形成する構造材の接合構造であって、
前記3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接され、3つの構造材がそれぞれXYZ方向に延設するよう、3つの構造材の端部が突き合わされることにより、
X方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
X方向の構造材のY方向に立設した傾斜平板部の先端の頂角と、Y方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
Y方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のY方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
前記3つの構造材の傾斜板の傾斜平板部の傾斜辺が溶接されることにより、前記3つの構造材が接合されることを特徴とする。
(Reference example)
Next, a reference example of a joining structure of structural members by welding using structural members including structural members partially similar to the structural member of the present invention will be described.
In the joint structure of structural materials (angle materials) according to the reference example,
A structural material main body having adjacent flat plate portions bent at right angles, and a tip provided at the front of the structural material main body and inclined from both outer edges of the adjacent flat plate portions bent at right angles toward the central bent portion. three structural members each comprising: an inclined plate having adjacent inclined flat plate portions each forming an apex angle;
A structural member joining structure in which the three structural members are each extended in the XYZ direction to form a corner of the structure,
The inclined sides of the inclined flat plate parts of the inclined plates of the three structural members are brought into contact with each other, and the ends of the three structural members are butted together so that the three structural members extend in the XYZ directions, respectively.
A right angle is formed between the apex angle of the tip of the inclined flat plate part erected in the Z direction of the structural member in the X direction and the apex angle of the tip of the inclined flat plate part erected in the X direction of the structural member in the Z direction,
A right angle is formed between the apex angle of the tip of the inclined flat plate part of the structural member in the X direction, which stands up in the Y direction, and the apex angle of the tip of the inclined flat plate part, which stands up in the X direction of the structural member in the Y direction,
A right angle is formed between the apex angle of the tip of the inclined flat plate part of the structural member in the Y direction, which is erected in the Z direction, and the apex angle of the tip of the inclined flat plate part, which is erected in the Y direction of the structural member in the Z direction,
The three structural members are joined by welding the inclined sides of the inclined flat plate portions of the inclined plates of the three structural members.

ここで、図11は、参考例に係る溶接による構造材の接合構造の概略図である。図12は、従来の溶接による構造材の接合構造の概略図である。なお、参考例に係る構造材の接合構造の構造材本体及び傾斜板の傾斜平板部は、本発明の構造材の接合構造の構造材の構造材本体及び傾斜板の傾斜平板部と同様の構成部材である。 Here, FIG. 11 is a schematic diagram of a joining structure of structural members by welding according to a reference example. FIG. 12 is a schematic diagram of a conventional joining structure of structural members by welding. Note that the structural material main body and the inclined flat plate part of the inclined plate of the structural material joining structure according to the reference example have the same configuration as the structural material main body of the structural material and the inclined flat plate part of the inclined plate of the structural material joining structure of the present invention. It is a member.

図11に示すとおり、参考例に係る溶接による構造材の接合構造は、3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接され、3つの構造材がそれぞれXYZ方向に延設するよう、3つの構造材の端部が突き合わされた状態で、3つの構造材の傾斜板の傾斜平板部の傾斜辺が溶接されることにより、3つの構造材が接合されるものであり、これにより、安定した高い強度でXYZ方向に延設された3つの構造材を接合することができ、安定した高い強度で構造体の角部を形成することができる。特に、構造材同士の当接部が長いため、組み立て精度が良くなる。また、図12に示す従来の構造材(アングル材)の接合構造に比べて、全体溶接長さが20%少なくなることから、作業効率を向上させることができる。また、全ての部材の加工が同一の加工で製造できることから、製造工程の簡略化や製造コストを抑えることができる。 As shown in FIG. 11, in the welded structural member joining structure according to the reference example, the inclined sides of the inclined flat plate portions of the inclined plates of the three structural members are in contact with each other, and the three structural members are each extended in the XYZ directions. The three structural members are joined by welding the inclined sides of the inclined flat plate portions of the inclined plates of the three structural members with the ends of the three structural members butted against each other, Thereby, the three structural members extending in the XYZ directions can be joined with stable and high strength, and the corner of the structure can be formed with stable and high strength. In particular, since the contact portions between the structural members are long, assembly accuracy is improved. Furthermore, compared to the conventional joining structure of structural members (angle members) shown in FIG. 12, the total welding length is reduced by 20%, so work efficiency can be improved. Moreover, since all the members can be manufactured by the same processing, the manufacturing process can be simplified and manufacturing costs can be suppressed.

本発明の構造材の接合構造は、構造体の角部を形成することができることから、産業上の有用である。 The joining structure for structural members of the present invention is industrially useful because it can form corners of a structure.

1 構造材の接合構造(第一実施形態)
2 構造材の接合構造(第二実施形態)
3 構造材の接合構造(第三実施形態)
10,10’ X方向及びZ方向のアングル材を固定するボルト及びナット
12,12’ X方向及びY方向のアングル材を固定するボルト及びナット
14,14’ Y方向及びZ方向のアングル材を固定するボルト及びナット
16 アングル材Xを支持する屈曲支持板
18 アングル材Yを支持する屈曲支持板
20 アングル材Zを支持する屈曲支持板
22 平板部
24 構造材本体
26 中心屈曲部
28 傾斜平板部
30 傾斜板
32,32’ 固定孔
34 接合板
36 縁返し部
38 傾斜板
40 接合板
42 屈曲支持板平板部
44 挿通孔
46 屈曲部
48 金属板
49 締結具挿入孔
50 傾斜板
52 傾斜平板部
54 傾斜板
56 平板部
58 傾斜板
60 平板部
62 傾斜平板部
64 傾斜平板部
66 接合板
X1,X2,X3 X方向のアングル材
Y1,Y2,Y3 Y方向のアングル材
Z1,Z2,Z3 Z方向のアングル材
1 Joint structure of structural materials (first embodiment)
2 Joint structure of structural materials (second embodiment)
3 Joint structure of structural materials (third embodiment)
10, 10' Bolts and nuts 12, 12' for fixing angle members in the X direction and Z direction Bolts and nuts 14, 14' for fixing angle members in the X direction and Y direction Fixing angle members in the Y direction and Z direction Bolts and nuts that support the angle material 16 Bent support plate that supports the angle material Inclined plates 32, 32' fixing hole 34 joint plate 36 edge turning part 38 inclined plate 40 joint plate 42 bent support plate flat part 44 insertion hole 46 bent part 48 metal plate 49 fastener insertion hole 50 inclined plate 52 inclined flat plate part 54 inclination Plate 56 Flat plate part 58 Inclined plate 60 Flat plate part 62 Inclined flat plate part 64 Inclined flat plate part 66 Joint plate X1, X2, X3 Angle material in the X direction Y1, Y2, Y3 Angle material in the Y direction Z1, Z2, Z3 Angle in the Z direction material

Claims (10)

ボルト及びナットをそれぞれ備えた3組の固定具と、
直角に屈曲された隣り合う平板部を有する構造材本体と、該構造材本体の先方に設けられ、前記直角に屈曲された隣り合う平板部の両外縁から中心屈曲部に向かって傾斜して先端にそれぞれ頂角を形成する隣り合う傾斜平板部を有する傾斜板と、前記傾斜板のそれぞれの傾斜平板部の傾斜辺を折り曲げ線として前記傾斜平板部に対して内側に垂直に折り曲げられると共に、前記固定具を挿通可能な固定孔を有する接合板と、をそれぞれ備えた3つの構造材と、
を少なくとも用い、前記3つの構造材がそれぞれXYZ方向に延設されて構造体の角部を形成する構造材の接合構造であって、
前記3つの構造材の傾斜板の傾斜平板部の傾斜辺が互いに当接され、3つの構造材がそれぞれXYZ方向に延設するよう、3つの構造材の端部が突き合わされることにより、
X方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
X方向の構造材のY方向に立設した傾斜平板部の先端の頂角と、Y方向の構造材のX方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
Y方向の構造材のZ方向に立設した傾斜平板部の先端の頂角と、Z方向の構造材のY方向に立設した傾斜平板部の先端の頂角とで直角を形成し、
前記ボルト及びナットが前記構造材の固定孔に挿通状態で固定されることにより、前記3つの構造材が接合されることを特徴とする構造材の接合構造。
three sets of fixtures each comprising a bolt and a nut;
A structural material main body having adjacent flat plate portions bent at right angles, and a tip provided at the front of the structural material main body and inclined from both outer edges of the adjacent flat plate portions bent at right angles toward the central bent portion. a sloped plate having adjacent sloped flat plate parts forming an apex angle at each side; three structural members each having a joining plate having a fixing hole through which a fixing device can be inserted;
A structural member joining structure in which the three structural members are each extended in the XYZ direction to form a corner of the structure,
The inclined sides of the inclined flat plate parts of the inclined plates of the three structural members are brought into contact with each other, and the ends of the three structural members are butted together so that the three structural members extend in the XYZ directions, respectively.
A right angle is formed between the apex angle of the tip of the inclined flat plate part erected in the Z direction of the structural member in the X direction and the apex angle of the tip of the inclined flat plate part erected in the X direction of the structural member in the Z direction,
A right angle is formed between the apex angle of the tip of the inclined flat plate part of the structural member in the X direction, which stands up in the Y direction, and the apex angle of the tip of the inclined flat plate part, which stands up in the X direction of the structural member in the Y direction,
A right angle is formed between the apex angle of the tip of the inclined flat plate part of the structural member in the Y direction, which is erected in the Z direction, and the apex angle of the tip of the inclined flat plate part, which is erected in the Y direction of the structural member in the Z direction,
A joining structure for structural members, characterized in that the three structural members are joined by inserting and fixing the bolts and nuts into the fixing holes of the structural members.
少なくとも3つの屈曲支持板をさらに用いた構造材の接合構造であって、
前記屈曲支持板は、120°に屈曲された隣り合う平板部と、前記平板部にそれぞれ形成された前記固定具を挿通する挿通孔とを備えており、
前記3つの屈曲支持板が、前記3つの構造材から形成される角部の頂点を通る内方中心線にそれぞれの屈曲部が近接するように、かつ、前記3つの構造材にそれぞれ対応して周方向に配設され、
前記屈曲支持板の挿通孔及び構造材の固定孔に固定具が挿通されて固定されることを特徴とする請求項1記載の構造材の接合構造。
A joining structure of structural members further using at least three bending support plates,
The bending support plate includes adjacent flat plate portions bent at 120° and insertion holes formed in each of the flat plate portions through which the fixing devices are inserted,
The three bent support plates are arranged so that each bent part is close to an inward center line passing through the apex of the corner formed by the three structural members, and corresponds to each of the three structural members. arranged circumferentially,
2. The joining structure for structural members according to claim 1, wherein a fixture is inserted and fixed through the insertion hole of the bending support plate and the fixing hole of the structural member.
前記構造材に設けられた1対の接合板がそれぞれ延設されて、該延設端部が、前記3つの構造材から形成される角部の頂点を通る内方中心線で、近接、当接又は接着されていることを特徴とする請求項1記載の構造材の接合構造。 A pair of joint plates provided on the structural members are each extended, and the extended ends are adjacent to each other and in contact with each other at an inward center line passing through the apexes of the corners formed by the three structural members. The joining structure of structural materials according to claim 1, wherein the joining structure is bonded or bonded. 前記XYZ方向の3つの構造材の傾斜板の傾斜平板部の先端の頂角が45°であることを特徴とする請求項1記載の構造材の接合構造。 2. The joining structure of structural members according to claim 1, wherein the apex angle of the tips of the inclined flat plate portions of the inclined plates of the three structural members in the XYZ directions is 45°. 前記構造材が、傾斜平板部1つに対して2つ以上の固定孔を有し、該2つ以上の固定孔に挿通状態で固定される固定具を備えていることを特徴とする請求項1記載の構造材の接合構造。 Claim characterized in that the structural member has two or more fixing holes for one inclined flat plate part, and includes a fixing tool that is inserted and fixed in the two or more fixing holes. A joining structure of the structural materials described in 1. 前記構造材本体が、所定の長さを有する断面L字状の部材であることを特徴とする請求項1記載の構造材の接合構造。 2. The structural material joining structure according to claim 1, wherein the structural material main body is a member having an L-shaped cross section and a predetermined length. 前記構造材本体が、その後方にXYZ方向に延在される3つの長尺部材を固定する長尺部材固定部を備えていることを特徴とする請求項1記載の構造材の接合構造。 2. The structural material joining structure according to claim 1, wherein the structural material main body is provided with an elongated member fixing part for fixing three elongated members extending in the XYZ directions behind the structural material main body. 前記構造材の接合板の固定孔の中心線と交差する構造材本体に、前記ボルト及びナットを締結する締結具を挿入するための締結具挿入孔が設けられていることを特徴とする請求項1記載の構造材の接合構造。 A claim characterized in that a fastener insertion hole for inserting a fastener for fastening the bolt and nut is provided in the structural material main body that intersects with the center line of the fixing hole of the joint plate of the structural material. A joining structure of the structural materials described in 1. 前記構造材が、一枚の金属板を折り曲げて形成されていることを特徴とする請求項1記載の構造材の接合構造。 2. The structural member joining structure according to claim 1, wherein the structural member is formed by bending a single metal plate. 前記請求項1~9のいずれか記載の接合構造を角部に備えていることを特徴とする構造体。

A structure comprising the joining structure according to any one of claims 1 to 9 at a corner.

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