JP2020159489A - Stacked-joint structure and automobile frame component - Google Patents

Stacked-joint structure and automobile frame component Download PDF

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JP2020159489A
JP2020159489A JP2019060343A JP2019060343A JP2020159489A JP 2020159489 A JP2020159489 A JP 2020159489A JP 2019060343 A JP2019060343 A JP 2019060343A JP 2019060343 A JP2019060343 A JP 2019060343A JP 2020159489 A JP2020159489 A JP 2020159489A
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hole
joint structure
plate
lap joint
plate member
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富士本 博紀
Hironori Fujimoto
博紀 富士本
雄二郎 巽
Yujiro Tatsumi
雄二郎 巽
高志 今村
Takashi Imamura
高志 今村
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Nippon Steel Corp
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Nippon Steel Corp
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Abstract

To provide a stacked-joint structure capable of suppressing breakage of a plate member starting from a first hole formed in a non-fused joint when a stacked portion formed by stacking a plurality of plate members together is joined by non-fused joining means.SOLUTION: A stacked-joint structure according to one aspect of the present invention includes: a plurality of stacked plate members; and a plurality of joints arranged in a stacked portion of the plurality of stacked members, the joints being formed by mechanical joining means or friction-agitation point joining means. The plurality of joints have first holes through which the mechanical joining means is inserted or first holes formed by the friction-agitation point joining. One or more of the plurality of plate members have second holes between the plurality of joins in the stacked portion.SELECTED DRAWING: Figure 1

Description

本発明は、重ね接合構造、及び自動車骨格部品に関する。 The present invention relates to a lap joint structure and an automobile frame component.

衝突安全性の向上と燃費の向上とを両立するため、自動車車体を構成するモノコックボディの骨格をなす構造部材(以下、「自動車用構造部材」という)への高強度鋼板の適用が拡大している。現在、自動車用構造部材には引張強さが980MPa級の高張力鋼板が用いられており、さらに、最近は引張強さが1180MPa級以上の高張力鋼板の適用も検討されている。また、プレス成形と同時に焼入れを行うホットスタンプ法を用いることにより引張強さが1500MPa以上の高強度の自動車用構造部材の製造も進められている。ホットスタンプ法によれば、鋼板が高温の軟質な状態でプレス成形を行うために成形後の寸法精度に関する問題の発生が少ないとともに、高温かつ高延性の状態でプレス成形を行うことができることから成形性に優れるという大きなメリットがある。 In order to achieve both improved collision safety and improved fuel efficiency, the application of high-strength steel sheets to structural members (hereinafter referred to as "structural members for automobiles") that form the skeleton of the monocoque body that constitutes the automobile body has expanded. There is. Currently, high-tensile steel sheets having a tensile strength of 980 MPa class are used for structural members for automobiles, and recently, application of high-tensile steel sheets having a tensile strength of 1180 MPa class or more is also being considered. Further, by using a hot stamping method in which quenching is performed at the same time as press molding, a high-strength structural member for automobiles having a tensile strength of 1500 MPa or more is being manufactured. According to the hot stamping method, since the steel sheet is press-formed at a high temperature and soft, there are few problems related to dimensional accuracy after forming, and the press forming can be performed at a high temperature and high ductility. It has the great advantage of being excellent in sex.

しかし、引張強さが780MPa以上の鋼板を含むようなスポット溶接継手では、ナゲットの靭性が低下し、剥離方向の応力ではナゲット端部に応力が集中するため、鋼板の引張強さが増加しても、十字引張強さ(CTS)が、増加しないか、又は、減少するという問題がある。 However, in a spot welded joint containing a steel plate having a tensile strength of 780 MPa or more, the toughness of the nugget decreases, and the stress in the peeling direction concentrates the stress on the nugget end, so that the tensile strength of the steel plate increases. However, there is a problem that the cross tensile strength (CTS) does not increase or decreases.

この問題を解決する技術の一つとして、母材を溶融させることなくリベットやスクリューなどの機械的接合手段を用いて複数枚の金属板を機械的に接合する技術がある。この技術を用いることにより、従来よりも強度信頼性の高い、自動車部品が製造できる可能性がある。 As one of the techniques for solving this problem, there is a technique for mechanically joining a plurality of metal plates by using a mechanical joining means such as a rivet or a screw without melting the base metal. By using this technology, there is a possibility that automobile parts with higher strength and reliability than before can be manufactured.

また、自動車の車体などでは、軽量化等の目的で、鋼板とアルミニウム板、あるいは鋼板と炭素繊維強化プラスチック(CFRP)板のような異種材料の組合せを接合する場合がある。このように、組み合わせる材料が、融点や線膨張係数などの物性が異なる材料である場合は、例えば特許文献1、2に記載のように機械的接合手段をもって締結・接合することが行われている。また、電気抵抗の低いアルミニウム板では、抵抗スポット溶接に代えて摩擦撹拌点接合が用いられている場合もある。以下、機械的接合手段と摩擦撹拌点接合手段を総称して非溶融接合手段と記載する場合がある。 Further, in an automobile body or the like, a combination of different materials such as a steel plate and an aluminum plate or a steel plate and a carbon fiber reinforced plastic (CFRP) plate may be joined for the purpose of weight reduction or the like. As described above, when the materials to be combined are materials having different physical properties such as melting point and coefficient of linear expansion, they are fastened and joined by mechanical joining means as described in Patent Documents 1 and 2, for example. .. Further, in an aluminum plate having a low electric resistance, friction stir welding may be used instead of resistance spot welding. Hereinafter, the mechanical joining means and the friction stir welding point joining means may be collectively referred to as a non-melt joining means.

この非溶融接合手段を重ね接合構造に設けるにあたり、必然的に、板部材に穴を設ける必要がある。例えば、重ね合わせた複数の板部材の重ね部を、接合部においてブラインドリベットなどの機械的接合手段により接合する場合、板部材の接合部にはリベットが挿通する穴が形成される。また、重ね部を摩擦接合手段により点接合する場合、回転ツール側の板部材の接合部には、回転ツール先端のプローブの圧入痕による穴が残留する。 In order to provide this non-melt bonding means in the lap bonding structure, it is inevitably necessary to provide holes in the plate member. For example, when the overlapped portions of a plurality of stacked plate members are joined by a mechanical joining means such as a blind rivet at the joint portion, a hole through which the rivet is inserted is formed in the joint portion of the plate members. Further, when the overlapped portions are point-bonded by the friction joining means, a hole due to a press-fitting mark of the probe at the tip of the rotating tool remains at the joint portion of the plate member on the rotating tool side.

本発明者の検討では、重ね部を機械的接合手段や摩擦接合手段により接合した重ね接合構造では、その全体が引張変形を受けると、接合部に形成されている穴にひずみが集中して、穴を起点に小さい変形で板部材が破断する問題が生じた。特許文献1及び2等の先行技術においては、この問題に対して何ら検討が行われていない。 In the study of the present inventor, in the lap joining structure in which the lap portions are joined by mechanical joining means or friction joining means, when the whole is subjected to tensile deformation, strain is concentrated in the holes formed in the joint. There was a problem that the plate member was broken due to a small deformation starting from the hole. In the prior arts such as Patent Documents 1 and 2, no study has been made on this problem.

特開2000−272541号公報Japanese Unexamined Patent Publication No. 2000-272541 特開2005−119577号公報Japanese Unexamined Patent Publication No. 2005-119757

本発明は、複数の板部材を重ね合せて形成された重ね部を、非溶融接合手段によって接合した場合に、非溶融接合部に形成された穴(第1の穴)を起点に板部材が破断するのを抑制することで、破断に至るまでの伸び(歪)量を大きくすることが可能な重ね接合構造、及び自動車骨格部品を提供することを目的とする。 In the present invention, when the overlapped portion formed by superimposing a plurality of plate members is joined by the non-melt joining means, the plate member starts from the hole (first hole) formed in the non-melt joint portion. It is an object of the present invention to provide a lap joint structure capable of increasing the amount of elongation (strain) leading to fracture by suppressing fracture, and an automobile frame component.

本発明の要旨は以下のとおりである。
(1)本発明の一態様に係る重ね接合構造は、重ね合わせられた複数の板部材と、前記複数の板部材の重ね部に設けられた、機械的接合手段又は摩擦撹拌点接合手段によって構成された複数の接合部と、を備え、前記複数の接合部は、前記機械的接合手段が挿通される第1の穴、又は摩擦撹拌点接合によって形成された第1の穴を有し、前記複数の板部材のうち1枚以上が、前記重ね部における前記複数の接合部の間に第2の穴を有する。
(2)上記(1)に記載の重ね接合構造では、前記第2の穴の幅W、前記第2の穴の長さL、及び前記第1の穴の直径Kが、以下の式1及び式2を満たしてもよい。
L>2×K(式1)
W>K(式2)
(3)上記(1)又は(2)に記載の重ね接合構造では、前記第1の穴の端部と前記第2の穴の端部との最短距離D、及び前記第1の穴の直径Kが、以下の式3を満たしてもよい。
D≧K(式3)
(4)上記(1)〜(3)のいずれか一項に記載の重ね接合構造では、前記第1の穴が、前記複数の板部材のうち1枚以上を貫通してもよい。
(5)上記(1)〜(4)のいずれか一項に記載の重ね接合構造では、前記第2の穴が、前記第1の穴を有する前記板部材に設けられてもよい。
(6)上記(1)〜(5)のいずれか一項に記載の重ね接合構造では、前記第2の穴が、板厚と引張強さとの積が最も大きい主板部材に設けられてもよい。
(7)上記(1)〜(6)のいずれか一項に記載の重ね接合構造では、前記板部材が、前記接合部を囲み、且つ前記第2の穴から離隔された軟質部を有してもよい。
(8)上記(1)〜(7)のいずれか一項に記載の重ね接合構造では、前記第2の穴を有する前記板部材が、引張強さ1200MPa以上の鋼板であってもよい。
(9)本発明の別の態様に係る自動車骨格部品は、上記(1)〜(8)のいずれか一項に記載の重ね接合構造を有する。
(10)上記(9)に記載の自動車骨格部品は、Aピラー、Bピラー、サイドシル、バンパー、フロアメンバー、フロントサイドメンバー、リアサイドメンバー又はルーフレールであってもよい。
The gist of the present invention is as follows.
(1) The lap joining structure according to one aspect of the present invention is composed of a plurality of lapped plate members and a mechanical joining means or a friction stir welding point joining means provided in the lap portion of the plurality of plate members. The plurality of joints include a plurality of joints formed therein, the plurality of joints having a first hole through which the mechanical joining means is inserted, or a first hole formed by friction stir welding. One or more of the plurality of plate members has a second hole between the plurality of joints in the overlapped portion.
(2) In the lap joint structure described in (1) above, the width W of the second hole, the length L of the second hole, and the diameter K of the first hole are the following equations 1 and Equation 2 may be satisfied.
L> 2 × K (Equation 1)
W> K (Equation 2)
(3) In the lap joint structure according to (1) or (2), the shortest distance D between the end of the first hole and the end of the second hole, and the diameter of the first hole. K may satisfy the following equation 3.
D ≧ K (Equation 3)
(4) In the lap joint structure according to any one of (1) to (3) above, the first hole may penetrate one or more of the plurality of plate members.
(5) In the lap joint structure according to any one of (1) to (4) above, the second hole may be provided in the plate member having the first hole.
(6) In the lap joint structure according to any one of (1) to (5) above, the second hole may be provided in the main plate member having the largest product of the plate thickness and the tensile strength. ..
(7) In the lap joint structure according to any one of (1) to (6) above, the plate member has a soft portion that surrounds the joint portion and is separated from the second hole. You may.
(8) In the lap joint structure according to any one of (1) to (7) above, the plate member having the second hole may be a steel plate having a tensile strength of 1200 MPa or more.
(9) The automobile skeleton component according to another aspect of the present invention has the lap joint structure according to any one of (1) to (8) above.
(10) The automobile frame component according to (9) above may be an A-pillar, a B-pillar, a side sill, a bumper, a floor member, a front side member, a rear side member, or a roof rail.

本発明によれば、複数の板部材を重ね合せて形成された重ね部を、非溶融接合手段によって接合した場合に、非溶融接合部に形成された穴(第1の穴)を起点に板部材が破断するのを抑制することが可能な重ね接合構造を提供することができる。 According to the present invention, when the overlapped portion formed by superimposing a plurality of plate members is joined by a non-melt joining means, the plate starts from a hole (first hole) formed in the non-melt joint portion. It is possible to provide a lap joint structure capable of suppressing the member from breaking.

本実施形態に係る重ね接合構造の斜視図である。It is a perspective view of the lap joint structure which concerns on this embodiment. 接合部の断面図である。It is sectional drawing of the joint part. レジスタンスエレメントウエルディングによって形成される機械的接合手段の概念図である。It is a conceptual diagram of the mechanical joining means formed by the resistance element welding. レジスタンスエレメントウエルディングによって形成される機械的接合手段の概念図である。It is a conceptual diagram of the mechanical joining means formed by the resistance element welding. 摩擦撹拌点接合によって形成される摩擦撹拌点接合手段の概念図である。It is a conceptual diagram of the friction stir point welding means formed by friction stir welding. 第2の穴の形状及び配置の例を概略的に説明する図である。It is a figure which schematically explains the example of the shape and arrangement of the 2nd hole. 第2の穴の長さL、第2の穴の幅W、及び第1の穴の直径Kを示す概略図である。It is a schematic diagram which shows the length L of the 2nd hole, the width W of the 2nd hole, and the diameter K of the 1st hole. 軟質部を有する重ね接合構造の斜視図である。It is a perspective view of the lap joint structure having a soft part. 第2の穴の形状及び配置のバリエーションを例示する斜視図である。It is a perspective view which illustrates the variation of the shape and arrangement of the second hole. 第2の穴の形状及び配置のバリエーションを例示する斜視図である。It is a perspective view which illustrates the variation of the shape and arrangement of the second hole. 第2の穴の形状及び配置のバリエーションを例示する斜視図である。It is a perspective view which illustrates the variation of the shape and arrangement of the second hole. 第2の穴の形状及び配置のバリエーションを例示する斜視図である。It is a perspective view which illustrates the variation of the shape and arrangement of the second hole. 第2の穴の形状及び配置のバリエーションを例示する斜視図である。It is a perspective view which illustrates the variation of the shape and arrangement of the second hole. 第2の穴の形状及び配置のバリエーションを例示する斜視図である。It is a perspective view which illustrates the variation of the shape and arrangement of the second hole. 本実施形態に係る自動車骨格部品であるBピラーの斜視図である。It is a perspective view of the B pillar which is an automobile skeleton component which concerns on this embodiment. 図9のBピラーのX−X断面図である。It is XX sectional view of the B pillar of FIG. 本実施形態に係る自動車骨格部品の一例であるAピラー及びルーフレールの斜視図である。It is a perspective view of the A pillar and the roof rail which are an example of the automobile frame parts which concerns on this embodiment. 図11のルーフレールのXII−XII断面図である。It is a XII-XII sectional view of the roof rail of FIG. 本実施形態に係る自動車骨格部品の一例であるBピラーのヒンジリンフォースの斜視図である。It is a perspective view of the hinge reinforcement of the B pillar which is an example of the automobile frame component which concerns on this embodiment. 従来の重ね接合構造を模擬した試験片の平面図及び側面図である。It is a top view and a side view of a test piece simulating a conventional lap joint structure. 本発明の重ね接合構造を模擬した試験片の平面図及び側面図である。It is a top view and a side view of the test piece which simulated the lap joint structure of this invention. 引張試験後の図14の試験片の写真である。It is a photograph of the test piece of FIG. 14 after the tensile test.

本発明者らは、複数の板部材を重ね合せて形成された重ね部を、非溶融接合手段によって接合した場合に、非溶融接合部に形成された穴(以下「第1の穴」と称する)を起点に板部材が破断するのを抑制することが可能な重ね接合構造を提供する方法について検討を重ねた。その結果、接合部に形成されている第1の穴の端部にひずみが集中しないように、ひずみを分散する手段を設けることが良いと着想した。そして、板部材の重ね部において、隣り合う接合部の間に第2の穴を形成することにより、引張荷重によるひずみを分散させる構造となり、第1の穴を起点とする重ね接合構造の破壊が抑制され、破断に至るまでの伸び(歪)量を大きくできるとの知見を得た。 The present inventors have defined a hole (hereinafter referred to as "first hole") formed in the non-melt joint portion when the overlap portion formed by superimposing a plurality of plate members is joined by the non-melt joint means. ) As a starting point, a method for providing a lap joint structure capable of suppressing the breakage of the plate member was repeatedly studied. As a result, it was conceived that it would be better to provide a means for dispersing the strain so that the strain does not concentrate on the end of the first hole formed in the joint. Then, in the overlapping portion of the plate members, by forming a second hole between the adjacent joint portions, the strain due to the tensile load is dispersed, and the overlapping joint structure starting from the first hole is destroyed. It was found that it is suppressed and the amount of elongation (strain) leading to fracture can be increased.

以下、図を適宜参照しながら、本実施形態に係る重ね接合構造1、及び自動車骨格部品2について説明する。なお、重ね接合構造1の例として、図にはフランジ12を有する板部材11を示すが、本実施形態に係る重ね接合構造1がフランジ12を備えなくともよい。また、図において板部材11の枚数が2枚又は3枚である構成を図示しながら本実施形態に係る重ね接合構造を説明するが、板部材11の枚数を4枚以上にしてもよい。 Hereinafter, the lap joint structure 1 and the automobile skeleton component 2 according to the present embodiment will be described with reference to the drawings as appropriate. As an example of the lap joint structure 1, the plate member 11 having the flange 12 is shown in the figure, but the lap joint structure 1 according to the present embodiment does not have to include the flange 12. Further, although the lap joint structure according to the present embodiment will be described with reference to the configuration in which the number of plate members 11 is 2 or 3 in the drawing, the number of plate members 11 may be 4 or more.

上記知見により得られた本発明の一態様に係る重ね接合構造1は、図1に示されるように、重ね合わせられた複数の板部材11と、複数の板部材11の重ね部に設けられた、機械的接合手段132又は摩擦撹拌点接合手段133によって構成された複数の接合部13(図1では図示省略)と、を備え、複数の接合部13は、機械的接合手段が挿通される第1の穴131、又は摩擦撹拌点接合によって形成された第1の穴131を有し、複数の板部材11のうち1枚以上が、重ね部における複数の接合部13の間に第2の穴14を有する。また、図1において重ね部はフランジ部12とされているが、上述のようにフランジ部12は必須ではない。 As shown in FIG. 1, the lap-join structure 1 according to one aspect of the present invention obtained from the above findings is provided on a plurality of stacked plate members 11 and a stack portion of the plurality of plate members 11. A plurality of joining portions 13 (not shown in FIG. 1) configured by the mechanical joining means 132 or the friction stir welding point joining means 133, and the plurality of joining portions 13 are inserted with the mechanical joining means. It has a hole 131 of 1 or a first hole 131 formed by friction stir welding, and one or more of the plurality of plate members 11 is a second hole between the plurality of joints 13 in the overlapping portion. Has 14. Further, although the overlapping portion is the flange portion 12 in FIG. 1, the flange portion 12 is not essential as described above.

(1)板部材11
板部材11の材質は特に限定されない。板部材11は、例えば、樹脂板、CFRP(Carbon Fiber Reinforced Plastic)板、又は、アルミ板、アルミ合金板、ステンレス板、チタン板、若しくは鋼板等の金属板である。板部材11が塗膜及びめっき等の表面処理層を備えてもよい。本実施形態に係る重ね接合構造は、複数の板部材11を重ねて構成されるものであるが、複数の板部材11の材質を同一にしてもよいし、異ならせてもよい。板部材11の板厚及び機械強度(引張強さ、及び硬さ等)も特に限定されない。例えば、板部材11が鋼板である場合、板部材11の厚さを例えば0.5〜2.6mmとしてもよい。板部材11がCFRP板である場合、板部材11の厚さを例えば0.3〜4.0mmとしてもよい。複数の板部材11の板厚及び機械強度を同一にしてもよいし、異ならせてもよい。
(1) Plate member 11
The material of the plate member 11 is not particularly limited. The plate member 11 is, for example, a resin plate, a CFRP (Carbon Fiber Reinforced Plastic) plate, or a metal plate such as an aluminum plate, an aluminum alloy plate, a stainless plate, a titanium plate, or a steel plate. The plate member 11 may include a coating film and a surface treatment layer such as plating. The lap joint structure according to the present embodiment is formed by stacking a plurality of plate members 11, but the materials of the plurality of plate members 11 may be the same or different. The plate thickness and mechanical strength (tensile strength, hardness, etc.) of the plate member 11 are also not particularly limited. For example, when the plate member 11 is a steel plate, the thickness of the plate member 11 may be, for example, 0.5 to 2.6 mm. When the plate member 11 is a CFRP plate, the thickness of the plate member 11 may be, for example, 0.3 to 4.0 mm. The plate thickness and mechanical strength of the plurality of plate members 11 may be the same or different.

なお、重ね接合構造の機械強度に最も影響するのは、これを構成する複数の板部材11のうち、板厚と引張強さとの積が最も大きい板部材である。本実施形態に係る重ね接合構造では、板厚と引張強さとの積が最も大きい板部材11を主板部材と称し、その他の板部材11を副板部材と称する。重ね接合構造が、板厚と引張強さとの積が等しい板部材11を2枚以上有し、且つこれらの板厚と引張強さとの積が、複数の板部材11のうち最大である場合、これらの両方を主板部材とみなすことができる。 Of the plurality of plate members 11 constituting the lap joint structure, the plate member having the largest product of the plate thickness and the tensile strength has the greatest effect on the mechanical strength of the lap joint structure. In the lap joint structure according to the present embodiment, the plate member 11 having the largest product of the plate thickness and the tensile strength is referred to as a main plate member, and the other plate members 11 are referred to as sub plate members. When the lap joint structure has two or more plate members 11 having the same product of plate thickness and tensile strength, and the product of these plate thickness and tensile strength is the maximum among the plurality of plate members 11. Both of these can be regarded as main plate members.

板部材11の最も好適な一例は高強度鋼板、具体的には引張強さ1200MPa以上の鋼板である。このような鋼板に本実施形態に係る重ね接合構造を適用することにより、顕著な効果が得られる。一方、引張強さが1200MPa以下の鋼板を板部材11とすることも妨げられず、例えば引張強さが1200MPa以上の高強度鋼板と、引張強さが270MPa〜980MPaの鋼板とを組み合わせてもよい。 The most preferable example of the plate member 11 is a high-strength steel plate, specifically, a steel plate having a tensile strength of 1200 MPa or more. By applying the lap joint structure according to the present embodiment to such a steel sheet, a remarkable effect can be obtained. On the other hand, it is not hindered that the steel plate having a tensile strength of 1200 MPa or less is used as the plate member 11. For example, a high-strength steel plate having a tensile strength of 1200 MPa or more and a steel plate having a tensile strength of 270 MPa to 980 MPa may be combined. ..

板部材11が鋼板の場合には、鋼板を、表面にめっきがされていない非めっき鋼板としてもよく、合金化溶融亜鉛めっき(GAめっき)、溶融亜鉛めっき(GIめっき)、電気亜鉛めっき(EG)、Zn−Alめっき、Zn−Al−Mgめっき、Zn−Mgめっきなどの亜鉛系めっきで被覆された鋼板としてもよく、さらに、クロメート、樹脂などが塗装された鋼板としてもよい、さらに、アルミニウムめっき鋼板としてもよい。板部材11がホットスタンプ材である場合には、板部材11を、非めっき鋼板、アルミニウムめっき、鉄とアルミニウムの金属間化合物、若しくは鉄亜鉛固溶層及び酸化亜鉛層から構成される複合層により被覆された鋼板、又は、鉄亜鉛ニッケルの固溶層及び酸化亜鉛層から構成される複合層により被覆された鋼板としてもよい。 When the plate member 11 is a steel plate, the steel plate may be a non-plated steel plate whose surface is not plated, and may be alloyed hot-dip galvanizing (GA plating), hot-dip galvanizing (GI plating), or electrozinc plating (EG). ), Zn-Al plating, Zn-Al-Mg plating, Zn-Mg plating or other zinc-based plating may be used as a steel sheet, or a steel sheet coated with chromate, resin or the like may be used, and aluminum may be used. It may be a plated steel sheet. When the plate member 11 is a hot stamping material, the plate member 11 is made of a non-plated steel plate, aluminum plating, an intermetallic compound of iron and aluminum, or a composite layer composed of an iron-zinc solid solution layer and a zinc oxide layer. It may be a coated steel plate or a steel plate coated with a composite layer composed of a solid solution layer of zinc iron-zinc nickel and a zinc oxide layer.

後述する機械的接合手段によれば、溶接に適合しない板部材11の接合も可能である。例えば、アルミ材を複数組み合わせた重ね接合構造1、及びアルミ材及び鋼材を組み合わせた重ね接合構造1等にも、機械的接合手段を適用可能である。さらには、金属板に代えてCFRP材を用いた重ね接合構造1にも、機械的接合手段を適用可能である。後述する摩擦撹拌点接合手段133によっても、溶接に適合しない材料の接合が可能である。例えば、アルミ材を複数組み合わせた重ね接合構造1、及びアルミ材と鋼材とを組み合わせた重ね接合構造1等にも、摩擦撹拌点接合手段133を適用可能である。以上の理由により、板部材11の材質は特に限定されない。 According to the mechanical joining means described later, it is possible to join the plate member 11 which is not suitable for welding. For example, the mechanical joining means can be applied to a lap joining structure 1 in which a plurality of aluminum materials are combined, a lap joining structure 1 in which an aluminum material and a steel material are combined, and the like. Further, the mechanical joining means can be applied to the lap joining structure 1 in which a CFRP material is used instead of the metal plate. The friction stir welding point joining means 133, which will be described later, can also be used to join materials that are not suitable for welding. For example, the friction stir welding point joining means 133 can be applied to a lap joining structure 1 in which a plurality of aluminum materials are combined, a lap joining structure 1 in which an aluminum material and a steel material are combined, and the like. For the above reasons, the material of the plate member 11 is not particularly limited.

(2)接合部13及び第1の穴131
複数の板部材11は、その一部または全部が重ねられており、重ね部において互いに接合される。接合部13は、非溶融接合手段、即ち機械的接合手段132、及び摩擦撹拌点接合手段133等とされる。
(2) Joint portion 13 and first hole 131
A part or all of the plurality of plate members 11 are overlapped with each other, and are joined to each other at the overlapped portion. The joining portion 13 is a non-melt joining means, that is, a mechanical joining means 132, a friction stir point joining means 133, and the like.

機械的接合手段132は、例えばブラインドリベット、セルフピアシングリベット(自己穿孔リベット、SPR)、中空リベット、平リベット、ドリルネジ、ボルト、EJOWELD(登録商標)、及びFDS(登録商標)等である。これらによれば、板部材11は冷間もしくは熱間で塑性加工により接合される。これらの機械的接合手段と、通電加熱及び加圧との組み合わせにより、板部材11を接合させてもよい。機械的接合手段132には、ブラインドリベットなどのように重ね合わせた金属板部材11を全て貫通するもの、及び、セルフピアシングリベットなどのように重ね合わせた金属板部材11の一部を貫通しないものがあるが、いずれも本実施形態に係る重ね接合構造1において用いることができる。図2に示される接合部13の例では、機械的接合手段132がリベットから構成されている。 The mechanical joining means 132 includes, for example, blind rivets, self-piercing rivets (self-perforated rivets, SPR), hollow rivets, flat rivets, drill screws, bolts, EJOWELD (registered trademark), FDS (registered trademark) and the like. According to these, the plate members 11 are joined by plastic working cold or hot. The plate member 11 may be joined by a combination of these mechanical joining means and energization heating and pressurization. The mechanical joining means 132 includes one that penetrates all the stacked metal plate members 11 such as a blind rivet and one that does not penetrate a part of the stacked metal plate members 11 such as a self-piercing rivet. However, all of them can be used in the superposition structure 1 according to the present embodiment. In the example of the joint portion 13 shown in FIG. 2, the mechanical joining means 132 is composed of rivets.

機械的接合手段132として、レジスタンスエレメントウエルディング(Resistance Element Welding;REW)が用いられてもよい。このREWは、図3A及び図3Bに示すように、板厚方向に貫通する第1の穴131が形成された板部材11(例えば、アルミ合金板)と、別の板部材11(例えば、ボロン鋼等の鋼板)とを重ね合わせ、第1の穴131に鋼製のフランジ付きリベットである機械的接合手段132を挿入し、さらに、電極Xを用いて、2枚の板部材11を挟持しながら(図3Aを参照)、所定の電流値にて2枚の板部材11に通電することにより、機械的接合手段132の先端部分と板部材11との接触部分を溶融させてナゲット132’を形成する接合手段である(図3Bを参照)。このように、REWは、部分的に溶融接合手段を利用しているものの、本質的にはフランジ付きリベットという機械的要素を利用した接合手段であるため、このような接合手段も機械的接合手段132として、本発明に好適に用いることができる。 As the mechanical joining means 132, Resistance Element Welding (REW) may be used. As shown in FIGS. 3A and 3B, the REW includes a plate member 11 (for example, an aluminum alloy plate) in which a first hole 131 penetrating in the plate thickness direction is formed, and another plate member 11 (for example, a boron). (Steel plate such as steel) is overlapped, a mechanical joining means 132 which is a rivet with a steel flange is inserted into the first hole 131, and two plate members 11 are sandwiched by the electrode X. While (see FIG. 3A), by energizing the two plate members 11 at a predetermined current value, the contact portion between the tip portion of the mechanical joining means 132 and the plate member 11 is melted to form the nugget 132'. It is a joining means to be formed (see FIG. 3B). As described above, although REW partially uses the melt joining means, it is essentially a joining means using a mechanical element called a flanged rivet, so such a joining means is also a mechanical joining means. As 132, it can be suitably used in the present invention.

機械的接合手段132によって板部材11を接合する場合、機械的接合手段132を挿通させるための第1の穴131を、板部材11に設ける必要がある。即ち、機械的接合手段132によって構成された接合部13は、機械的接合手段132が挿通される第1の穴131を有する。機械的接合手段132が挿通される第1の穴131は、板部材11を貫通するものであっても、貫通しないものであってもよい。 When the plate member 11 is joined by the mechanical joining means 132, it is necessary to provide the plate member 11 with a first hole 131 for inserting the mechanical joining means 132. That is, the joint portion 13 formed by the mechanical joining means 132 has a first hole 131 through which the mechanical joining means 132 is inserted. The first hole 131 through which the mechanical joining means 132 is inserted may or may not penetrate the plate member 11.

摩擦撹拌点接合手段133は、摩擦撹拌点接合によって形成された接合部13である。ここで、摩擦撹拌点接合(FSSW:Friction Stir Spot Welding)とは、図4に示されるように、板部材11より相対的に硬い回転ツールYを回転させながら板部材11に圧入し、板部材11を溶融させることなく接合する固相接合の一種である。摩擦撹拌点接合では、回転ツールYの回転によって生じた摩擦発熱により板部材11の変形抵抗を低下させ、且つ回転ツールY周辺の板部材11を回転ツールYの動きによって塑性流動させ、撹拌し、一体化する(図4(B)を参照)。これら一連の工程において使われる回転ツールYは、通常、先端がネジ加工されたプローブを有する。回転ツールを板部材11に圧入し、摩擦撹拌点接合を実施し、次いで回転ツールYを板部材11から引き抜いた際、回転ツールYが圧入された板部材11にはプローブの圧入痕が必然的に生じる(図4(C)を参照)。即ち、摩擦撹拌点接合手段133によって構成された接合部13は、プローブの圧入痕である第1の穴131を有する。本実施形態に係る重ね接合構造1は、プローブの圧入により板厚の80%以上の深さの第1の穴が形成される場合に適用されることが好ましい。 The friction stir point joining means 133 is a joint portion 13 formed by friction stir point joining. Here, Friction Stir Spot Welding (FSSW) is, as shown in FIG. 4, press-fitting into the plate member 11 while rotating the rotation tool Y, which is relatively harder than the plate member 11. It is a kind of solid-state bonding in which 11 is bonded without melting. In friction stir welding, the deformation resistance of the plate member 11 is reduced by the frictional heat generated by the rotation of the rotary tool Y, and the plate member 11 around the rotary tool Y is plastically flowed and stirred by the movement of the rotary tool Y. Integrate (see FIG. 4B). The rotary tool Y used in these series of steps usually has a probe with a threaded tip. When the rotary tool is press-fitted into the plate member 11, friction stir welding is performed, and then the rotary tool Y is pulled out from the plate member 11, the plate member 11 into which the rotary tool Y is press-fitted inevitably has a press-fitting mark of the probe. (See FIG. 4 (C)). That is, the joint portion 13 configured by the friction stir welding point joining means 133 has a first hole 131 which is a press-fitting mark of the probe. The lap bonding structure 1 according to the present embodiment is preferably applied when a first hole having a depth of 80% or more of the plate thickness is formed by press-fitting the probe.

なお、これらの非溶融接合手段と、他の接合手段(例えば樹脂等)とを組み合わせることも妨げられない。例えば、重ね合わせ面に接着剤(例えば、エポキシ樹脂系接着剤等)を介在させて、接着剤による接合を非溶融接合手段と併用してもよい。重ね合わせ面にシール用樹脂(シーラー、及び電着塗装等)を介在させて、合わせ目を防水ないし絶縁してもよい。重ね合わせ面に構造用接着剤及び耐衝撃型の接着剤等を介在させて、接着剤による接合を非溶融接合手段と併用することは、本実施形態に係る重ね接合構造1の好適な形態である。特に、アルミ材と鋼材とを組み合わせた構造部材の場合は、電気的絶縁ができるシール機能を有する樹脂及び接着剤等と、非溶融接合手段とを併用することが好ましい。 It should be noted that the combination of these non-melt bonding means and other bonding means (for example, resin or the like) is not hindered. For example, an adhesive (for example, an epoxy resin-based adhesive) may be interposed on the overlapping surfaces, and the adhesive bonding may be used in combination with the non-melt bonding means. A sealing resin (sealer, electrodeposition coating, etc.) may be interposed on the overlapping surfaces to waterproof or insulate the seams. It is a preferable form of the superposition structure 1 according to the present embodiment that a structural adhesive, an impact-resistant adhesive or the like is interposed on the superposition surface and the bonding by the adhesive is used in combination with the non-melt bonding means. is there. In particular, in the case of a structural member in which an aluminum material and a steel material are combined, it is preferable to use a resin and an adhesive having a sealing function capable of electrically insulating and a non-melt bonding means in combination.

接合部13の位置は特に限定されないが、接合部13に形成される第1の穴131の位置を板部材11の端部から離隔させることにより、第1の穴131を起点として破断する可能性を一層抑制することができる。例えば、第1の穴131の端部と板部材11の端部との間の最短距離Lと、第1の穴131の直径Kとが以下の式を満たすことが好ましい。
L≧0.8K
The position of the joint portion 13 is not particularly limited, but by separating the position of the first hole 131 formed in the joint portion 13 from the end portion of the plate member 11, there is a possibility of breaking from the first hole 131 as a starting point. Can be further suppressed. For example, it is preferable that the shortest distance L between the end of the first hole 131 and the end of the plate member 11 and the diameter K of the first hole 131 satisfy the following equations.
L ≧ 0.8K

接合部13のピッチ(隣り合う接合部13同士の間の間隔)も特に限定されない。重ね接合構造1が適用される構造物及び適用部位に応じて、ピッチを適宜設定すればよい。重ね接合構造1が自動車部品に適用される場合、例えば接合部13のピッチは20mm〜100mm程度としてもよい。 The pitch of the joints 13 (distance between adjacent joints 13) is also not particularly limited. The pitch may be appropriately set according to the structure to which the lap joint structure 1 is applied and the application site. When the lap joint structure 1 is applied to an automobile part, for example, the pitch of the joint portion 13 may be about 20 mm to 100 mm.

なお、本実施形態に係る重ね接合構造1において、第1の穴131は、板部材11を貫通する穴(通し穴)に限定されず、板部材11を貫通しない穴(止まり穴)、内面に段差がある穴(段付き穴)、内面が円錐状になっている穴(テーパ穴)、及び内面にねじが切ってある穴(めねじ穴)等であってもよい。また、第1の穴131は、主板部材及び副板部材のいずれに設けられてもよい。 In the lap joint structure 1 according to the present embodiment, the first hole 131 is not limited to a hole (through hole) that penetrates the plate member 11, but is a hole (blind hole) that does not penetrate the plate member 11 and an inner surface. It may be a hole with a step (stepped hole), a hole having a conical inner surface (tapered hole), a hole with a thread on the inner surface (female screw hole), or the like. Further, the first hole 131 may be provided in either the main plate member or the sub plate member.

(3)第2の穴14
上述のように、重ね部を機械的接合手段132や摩擦撹拌点接合手段133により接合した重ね接合構造1では、重ね接合構造1の全体が引張変形を受けると、接合部13に形成されている第1の穴131にひずみが集中することにより、第1の穴131を起点とした板部材11の破断が生じる恐れがある。そこで本発明者らは、接合部13に形成されている第1の穴131の端部にひずみが集中しないように、ひずみを分散する手段について検討した。その結果、板部材11の重ね部において、隣り合う接合部13の間に第2の穴14を形成することにより、引張荷重によるひずみを分散させる構造となり、第1の穴131を起点とする重ね接合構造1の破壊が抑制されるとの知見を得た。
(3) Second hole 14
As described above, in the lap joining structure 1 in which the lap portion is joined by the mechanical joining means 132 or the friction stir welding point joining means 133, the lap joining structure 1 is formed in the joining portion 13 when the entire lap joining structure 1 is subjected to tensile deformation. When the strain is concentrated in the first hole 131, the plate member 11 starting from the first hole 131 may be broken. Therefore, the present inventors have studied a means for dispersing the strain so that the strain does not concentrate on the end of the first hole 131 formed in the joint portion 13. As a result, in the overlapping portion of the plate member 11, the second hole 14 is formed between the adjacent joint portions 13, so that the strain due to the tensile load is dispersed, and the overlapping portion starts from the first hole 131. It was found that the destruction of the joint structure 1 is suppressed.

以上の知見に基づき、本実施形態に係る重ね接合構造1は、重ね部における複数の接合部13の間に第2の穴14を有する。第2の穴14の形状は特に限定されず、例えば図5に示されるように、円(図5A)、楕円(図5B)、正方形(図5C)、長方形(図5D)、角丸長方形(二つの等しい長さの平行線、及びこれら平行線の両端に設けられた二つの半円からなる形状)(図5E)等とすることができる。図5A〜Eでは、第2の穴14の中心と、その両側の第1の穴131の中心とが直線上に並んでいるが、第2の穴14の中心が、その両側の第1の穴131の中心を結ぶ線からずれていてもよい(図5F)。即ち、「重ね部における複数の接合部13(第1の穴131)の間」との用語で示される領域は、第2の穴14を配することによって重ね接合構造1の第1の穴131への歪み集中を緩和し、伸びを向上させることが可能となる領域全体を指し示すものである。 Based on the above findings, the lap joint structure 1 according to the present embodiment has a second hole 14 between a plurality of joint portions 13 in the lap portion. The shape of the second hole 14 is not particularly limited, and for example, as shown in FIG. 5, a circle (FIG. 5A), an ellipse (FIG. 5B), a square (FIG. 5C), a rectangle (FIG. 5D), and a rounded rectangle (FIG. 5D). It can be two parallel lines of equal length, and a shape consisting of two semicircles provided at both ends of these parallel lines) (FIG. 5E). In FIGS. 5A to 5E, the center of the second hole 14 and the center of the first hole 131 on both sides thereof are aligned in a straight line, but the center of the second hole 14 is the first on both sides thereof. It may deviate from the line connecting the centers of the holes 131 (FIG. 5F). That is, the region indicated by the term "between the plurality of joints 13 (first holes 131) in the overlapped portion" is the first hole 131 of the overlapped joint structure 1 by arranging the second holes 14. It refers to the entire region where it is possible to alleviate strain concentration and improve elongation.

第1の穴131への歪み集中を回避する観点からは、第2の穴14の形状を、曲線のみで構成された形状(例えば円、楕円、及び角丸長方形等)とすることが好ましい。また、第2の穴14を形成する工程の効率を考慮すると、第2の穴14の形状を円、及び角丸長方形のいずれかとすることが好ましい。円形の穴はドリルを使って容易に形成可能であり、角丸長方形の穴はエンドミルを直線的に移動させることで容易に形成可能である。また、金型による打ち抜き、あるいはレーザ切断装置でも容易に穴あけ可能である。さらに、フランジ端部に沿った引張応力が重ね接合構造1に負荷された際の、重ね接合構造1の伸びを一層向上させる観点からは、第2の穴14の形状を、隣り合う第1の穴131の中心を結ぶ線に沿って延伸する長穴(例えば長方形、楕円、又は角丸長方形等)とすることが好ましい。ただし、第2の穴14の延伸方向が隣り合う第1の穴131の中心を結ぶ線から若干ずれていても、上述の効果は得られる(図5F)。以下、本実施形態に係る重ね接合構造1を説明するにあたっては、第2の穴14が、隣り合う第1の穴131の中心を結ぶ線に沿って延伸する角丸長方形の長穴である構成を例示するが、第2の穴14はこの形状に限定されない。 From the viewpoint of avoiding strain concentration in the first hole 131, it is preferable that the shape of the second hole 14 is a shape composed of only curved lines (for example, a circle, an ellipse, a rounded rectangle, or the like). Further, considering the efficiency of the process of forming the second hole 14, it is preferable that the shape of the second hole 14 is either a circle or a rectangle with rounded corners. Circular holes can be easily formed using a drill, and rounded rectangular holes can be easily formed by moving the end mill linearly. In addition, it can be easily punched by punching with a die or by a laser cutting device. Further, from the viewpoint of further improving the elongation of the lap joint structure 1 when the tensile stress along the flange end is applied to the lap joint structure 1, the shape of the second hole 14 is the shape of the adjacent first. It is preferable to use an elongated hole (for example, a rectangle, an ellipse, or a rounded rectangle) extending along a line connecting the centers of the holes 131. However, even if the stretching direction of the second hole 14 is slightly deviated from the line connecting the centers of the adjacent first holes 131, the above effect can be obtained (FIG. 5F). Hereinafter, in explaining the lap joint structure 1 according to the present embodiment, the second hole 14 is a long hole having a rounded rectangle extending along a line connecting the centers of the adjacent first holes 131. However, the second hole 14 is not limited to this shape.

第2の穴14は、重ね接合構造1を構成する複数の板部材11のうち1枚以上に設けられている必要があるが、いずれの板部材11に配置するかは適宜選択することができる。好ましくは、第2の穴14は主板部材に設けられる。上述のように、主板部材は重ね接合構造1の機械的特性に最も影響する部材であるので、第2の穴14を主板部材に設けることによって、第1の穴131への歪み集中緩和効果を最大限に発揮させることができる。また、好ましくは、第2の穴14は第1の穴131が存在する板部材11に設けられる。以下、第2の穴14を、第1の穴131を有する主板部材に設けた構成によって本実施形態に係る重ね接合構造1を説明する。ただし、第2の穴14は副板部材に設けられてもよいし、第1の穴131を有しない板部材11に設けられてもよい。 The second hole 14 needs to be provided in one or more of the plurality of plate members 11 constituting the lap joint structure 1, but which plate member 11 to be arranged can be appropriately selected. .. Preferably, the second hole 14 is provided in the main plate member. As described above, since the main plate member is a member that most affects the mechanical properties of the lap joint structure 1, by providing the second hole 14 in the main plate member, the strain concentration relaxation effect in the first hole 131 can be obtained. It can be maximized. Further, preferably, the second hole 14 is provided in the plate member 11 in which the first hole 131 is present. Hereinafter, the lap joint structure 1 according to the present embodiment will be described with a configuration in which the second hole 14 is provided in the main plate member having the first hole 131. However, the second hole 14 may be provided in the sub-plate member, or may be provided in the plate member 11 that does not have the first hole 131.

第2の穴14の大きさは特に限定されないが、例えば、第2の穴14の長さL、第2の穴14の幅W、及び第1の穴131の直径Kが、以下の式1及び式2を満たすように、第2の穴14の大きさ及び形状を定めることが好ましい。
L>2×K (式1)
W>K (式2)
The size of the second hole 14 is not particularly limited, and for example, the length L of the second hole 14, the width W of the second hole 14, and the diameter K of the first hole 131 are the following equations 1. And it is preferable to determine the size and shape of the second hole 14 so as to satisfy the formula 2.
L> 2 × K (Equation 1)
W> K (Equation 2)

なお、図6に示されるように、第2の穴14の長さLとは、第2の穴14を挟んで隣り合う第1の穴131の中心を結ぶ線に第2の穴14を投影したときの、第2の穴14の正射影の長さである。第2の穴14の幅Wとは、第2の穴14を挟んで隣り合う第1の穴131の中心を結ぶ線と垂直な線に第2の穴14を投影したときの、第2の穴14の正射影の長さである。ただし、第2の穴14が、重ね接合構造1の伸びの向上に貢献しないような領域を含む形状である場合は、L及びWの測定の際にその領域は無視される。例えば、角丸長方形とスリットとを組み合わせたような形状を有する第2の穴14において、スリット部の幅が、重ね接合構造1の伸びの向上に実質的に貢献しない程度に狭ければ、第2の穴14の長さL及び幅Wを測定する際には、そのスリット部は無視される。 As shown in FIG. 6, the length L of the second hole 14 is a projection of the second hole 14 on a line connecting the centers of the first holes 131 adjacent to each other with the second hole 14 in between. It is the length of the normal projection of the second hole 14 at the time of. The width W of the second hole 14 is the second hole 14 when the second hole 14 is projected onto a line perpendicular to the line connecting the centers of the first holes 131 adjacent to each other with the second hole 14 in between. This is the length of the normal projection of the hole 14. However, when the second hole 14 has a shape including a region that does not contribute to the improvement of the elongation of the lap joint structure 1, the region is ignored when measuring L and W. For example, in the second hole 14 having a shape like a combination of a rounded rectangle and a slit, if the width of the slit portion is narrow enough not to substantially contribute to the improvement of the elongation of the lap joint structure 1, the first hole 14 When measuring the length L and the width W of the hole 14 of 2, the slit portion thereof is ignored.

第1の穴131の直径Kは、第1の穴131が円筒状である場合は、板部材11を平面視した場合の第1の穴131の径である。第1の穴131が例えば円錐状等の非円筒状である場合は、第1の穴131の実際の体積及び第1の穴131の実際の深さと同一の体積及び深さを有する円筒の径を、第1の穴131の直径Kとみなす。第2の穴14の両隣の第1の穴131の直径が相違する場合、第2の穴14の両隣の第1の穴131の径のうち大きいほうを、第1の穴131の直径Kとみなす。例えば図6に示されるように、直径Kの第1の穴と、直径がKより小さいK’である第1の穴131との間にある第2の穴14が式2を満たすか否かを評価するにあたっては、式にはKの値を代入する。第1の穴131の平面視での形状が円ではない場合、その円相当径を第1の穴131の直径Kとみなす。めねじ穴の場合は、凹凸のピッチにおける広い部位を直径Kとみなす。 The diameter K of the first hole 131 is the diameter of the first hole 131 when the plate member 11 is viewed in a plan view when the first hole 131 is cylindrical. When the first hole 131 has a non-cylindrical shape such as a cone, the diameter of a cylinder having the same volume and depth as the actual volume of the first hole 131 and the actual depth of the first hole 131. Is regarded as the diameter K of the first hole 131. When the diameters of the first holes 131 on both sides of the second hole 14 are different, the larger of the diameters of the first holes 131 on both sides of the second hole 14 is the diameter K of the first hole 131. I reckon. For example, as shown in FIG. 6, whether or not the second hole 14 between the first hole having a diameter K and the first hole 131 having a diameter K'smaller than K satisfies Equation 2. In evaluating, the value of K is substituted into the equation. When the shape of the first hole 131 in a plan view is not a circle, the diameter corresponding to the circle is regarded as the diameter K of the first hole 131. In the case of a female screw hole, the wide portion of the uneven pitch is regarded as the diameter K.

上述の定義から明らかなように、重ね接合構造1に複数設けられ得る第2の穴14のそれぞれが式1及び式2を満たすか否かの評価は、第2の穴14と、その両隣の第1の穴131との関係に基づいて行われる。なお、第2の穴14と第1の穴131とが異なる板部材11に設けられている場合は、複数の板部材11が接合された状態で板部材11を平面視したときの第2の穴14と第1の穴131との位置関係に基づいて上述の値を特定すればよい。 As is clear from the above definition, the evaluation of whether or not each of the plurality of second holes 14 that can be provided in the lap joint structure 1 satisfies the equations 1 and 2 is evaluated by the second hole 14 and its neighbors. This is done based on the relationship with the first hole 131. When the second hole 14 and the first hole 131 are provided in different plate members 11, the second hole 14 is the second when the plate member 11 is viewed in a plan view with the plurality of plate members 11 joined. The above value may be specified based on the positional relationship between the hole 14 and the first hole 131.

式1を満たす第2の穴14は、第1の穴131の直径Kに対して十分に長いので、重ね接合構造1に応力が付加されたときに、破断に至るまでの重ね接合構造1の伸び量を増大させることができる。この効果を得るために、第2の穴14の長さLは、長ければ長いほど好ましい。例えば、第2の穴14の長さLを、第1の穴131の直径Kの3倍以上(即ちL≧3×K)、4倍以上(即ちL≧4×K)、又は5倍以上(即ちL≧5×K)と規定してもよい。ただし、第2の穴14の長さLが大きすぎると、後述する第1の穴131の端部と第2の穴14の端部との最短距離Dが狭まることとなる。第1の穴131の端部と第2の穴14の端部との最短距離D、及び第1の穴131同士の間隔などを考慮しながら、第2の穴14の長さLを定めるとよい。 Since the second hole 14 satisfying the equation 1 is sufficiently long with respect to the diameter K of the first hole 131, when stress is applied to the lap joint structure 1, the lap joint structure 1 until it breaks. The amount of elongation can be increased. In order to obtain this effect, the longer the length L of the second hole 14, is preferable. For example, the length L of the second hole 14 is three times or more (that is, L ≧ 3 × K), four times or more (that is, L ≧ 4 × K), or five times or more the diameter K of the first hole 131. (That is, L ≧ 5 × K) may be specified. However, if the length L of the second hole 14 is too large, the shortest distance D between the end of the first hole 131 and the end of the second hole 14, which will be described later, will be narrowed. When the length L of the second hole 14 is determined while considering the shortest distance D between the end of the first hole 131 and the end of the second hole 14, the distance between the first holes 131, and the like. Good.

式2を満たす第2の穴14が設けられた重ね接合構造1に引張応力(隣り合う第1の穴131の中心を結ぶ線に沿った引張応力)が付加された場合、第1の穴131の周囲よりも第2の穴14の方が優先的に変形する。従って、式2を満たす第2の穴14は第1の穴へのひずみ集中緩和効果を奏する。 When tensile stress (tensile stress along the line connecting the centers of adjacent first holes 131) is applied to the lap joint structure 1 provided with the second hole 14 satisfying the formula 2, the first hole 131 The second hole 14 is preferentially deformed over the periphery of the. Therefore, the second hole 14 satisfying the equation 2 has a strain concentration relaxation effect on the first hole.

第2の穴14と第1の穴131との間隔は特に限定されないが、大きいほうが好ましい。例えば、第1の穴131の端部と第2の穴14の端部との最短距離D、及び第1の穴131の直径Kが、以下の式3を満たすことが好ましい。
D≧K (式3)
The distance between the second hole 14 and the first hole 131 is not particularly limited, but a larger one is preferable. For example, it is preferable that the shortest distance D between the end of the first hole 131 and the end of the second hole 14 and the diameter K of the first hole 131 satisfy the following equation 3.
D ≧ K (Equation 3)

式3が満たされる重ね接合構造1によれば、破断歪み(重ね接合構造1に破断が生じるまでの、重ね接合構造1の歪み量)を一層向上させることができる。何故なら、式3を満たすように第2の穴14と第1の穴131との間隔が確保された重ね接合構造1に変形が生じた場合、第1の穴131から第2の穴14に向かった亀裂の進展が効果的に防止されるからである。この効果を得るために、第2の穴14と第1の穴131との間隔は長ければ長いほど好ましい。例えば、第1の穴131の端部と第2の穴14の端部との最短距離Dを、第1の穴131の直径Kの2倍以上(即ちD≧2×K)、第1の穴131の直径Kの3倍以上(即ちD≧3×K)、又は第1の穴131の直径Kの4倍以上(即ちD≧4×K)としてもよい。ただし、第1の穴131の端部と第2の穴14の端部との最短距離Dが大きすぎると、上述した第2の穴14の長さLが短くなる。第2の穴14の長さL、及び第1の穴131同士の間隔などを考慮しながら、第1の穴131の端部と第2の穴14の端部との最短距離Dを定めるとよい。 According to the lap joint structure 1 satisfying the formula 3, the fracture strain (the amount of strain of the lap joint structure 1 until the lap joint structure 1 is broken) can be further improved. This is because when the lap joint structure 1 in which the distance between the second hole 14 and the first hole 131 is secured so as to satisfy the equation 3 is deformed, the first hole 131 is changed to the second hole 14. This is because the growth of cracks toward them is effectively prevented. In order to obtain this effect, the longer the distance between the second hole 14 and the first hole 131, the more preferable. For example, the shortest distance D between the end of the first hole 131 and the end of the second hole 14 is twice or more the diameter K of the first hole 131 (that is, D ≧ 2 × K), and the first It may be three times or more the diameter K of the hole 131 (that is, D ≧ 3 × K), or four times or more the diameter K of the first hole 131 (that is, D ≧ 4 × K). However, if the shortest distance D between the end of the first hole 131 and the end of the second hole 14 is too large, the length L of the second hole 14 described above becomes short. When the shortest distance D between the end of the first hole 131 and the end of the second hole 14 is determined while considering the length L of the second hole 14 and the distance between the first holes 131. Good.

図7に示されるように、重ね接合構造1の板部材11が、接合部13(図7では図示を省略)を囲み、且つ第2の穴14から離隔された軟質部15を有してもよい。複数の板部材11同士を接合する前に軟質部15を板部材11に設けることにより、接合部13の形成が容易になる。例えば、引張強さが1500MPaを超えるホットスタンプ材料が板部材11である場合、板部材11が硬すぎて、セルフピアシングリベット等の機械的接合手段132を打ち込めない場合がある。軟質部15を予め板部材11に設けることで、複数の板部材11同士の接合を容易にすることができる。ここで、第1の穴131から第2の穴14に向かった亀裂の進展を効果的に防止するために、第2の穴14と軟質部15とは互いに離隔されている。 As shown in FIG. 7, even if the plate member 11 of the lap joint structure 1 has a soft portion 15 that surrounds the joint portion 13 (not shown in FIG. 7) and is separated from the second hole 14. Good. By providing the plate member 11 with the soft portion 15 before joining the plurality of plate members 11, the joint portion 13 can be easily formed. For example, when the hot stamp material having a tensile strength of more than 1500 MPa is the plate member 11, the plate member 11 may be too hard to drive the mechanical joining means 132 such as a self-piercing rivet. By providing the soft portion 15 on the plate member 11 in advance, it is possible to facilitate the joining of the plurality of plate members 11. Here, in order to effectively prevent the growth of cracks from the first hole 131 toward the second hole 14, the second hole 14 and the soft portion 15 are separated from each other.

本実施形態に係る重ね接合構造1の製造方法、特に第2の穴14(及び必要に応じて軟質部15)の形成方法は特に限定されない。第2の穴14及び軟質部15を形成する工程は、板部材11を接合する工程の前に行われても、後に行われてもよい。上述のように、板部材11を接合する工程の前に軟質部15を形成する工程を行う場合、接合部13の形成が容易になるので好ましい。 The method for manufacturing the lap joint structure 1 according to the present embodiment, particularly the method for forming the second hole 14 (and the soft portion 15 if necessary) is not particularly limited. The step of forming the second hole 14 and the soft portion 15 may be performed before or after the step of joining the plate members 11. As described above, when the step of forming the soft portion 15 is performed before the step of joining the plate members 11, it is preferable because the joining portion 13 can be easily formed.

上述された本実施形態に係る重ね接合構造1の具体例を、図8A〜図8Fを参照しながら以下に説明する。図8A〜図8Fは、板部材11が曲げ部及びフランジ部12を有し、フランジ部12において板部材11同士が重ねられ、接合部13(図A〜図8Fにおいて図示省略)によって接合されている種々の重ね接合構造1である。いずれの例においても、接合部13の間には第2の穴14が設けられているが、第2の穴14の形状は様々なものとすることができる。 A specific example of the lap joint structure 1 according to the present embodiment described above will be described below with reference to FIGS. 8A to 8F. In FIGS. 8A to 8F, the plate member 11 has a bent portion and a flange portion 12, and the plate members 11 are overlapped with each other at the flange portion 12 and joined by a joint portion 13 (not shown in FIGS. A to 8F). These are various lap joint structures 1. In each of the examples, the second hole 14 is provided between the joints 13, but the shape of the second hole 14 can be various.

図8Aは、第2の穴14が、これの両端に位置する第1の穴131の中心を結ぶ線に沿った長方形形状を有し、且つ第2の穴14の中心が、これの両端に位置する第1の穴131の中心を結ぶ線上にある例である。 In FIG. 8A, the second hole 14 has a rectangular shape along a line connecting the centers of the first holes 131 located at both ends thereof, and the centers of the second holes 14 are at both ends thereof. This is an example on a line connecting the centers of the first holes 131 located.

図8B及び図8Fは、第2の穴14が、これの両端に位置する第1の穴131の中心を結ぶ線に沿った角丸長方形形状を有し、且つ第2の穴14の中心が、これの両端に位置する第1の穴131の中心を結ぶ線上にある例である。 8B and 8F show that the second hole 14 has a rounded rectangular shape along a line connecting the centers of the first holes 131 located at both ends thereof, and the center of the second hole 14 is This is an example on a line connecting the centers of the first holes 131 located at both ends of the hole 131.

図8Cは、第2の穴14が、これの両端に位置する第1の穴131の中心を結ぶ線に沿った角丸長方形形状を有し、且つ第2の穴14の中心が、これの両端に位置する第1の穴131の中心を結ぶ線よりもフランジ端部側にある例である。図8Dは、第2の穴14が、これの両端に位置する第1の穴131の中心を結ぶ線に沿った角丸長方形形状を有し、且つ第2の穴14の中心が、これの両端に位置する第1の穴131の中心を結ぶ線よりもフランジ内側にある例である。図8C及び図8Dのように、第2の穴14の中心がこれの両端に位置する第1の穴131の中心を結ぶ線上になくとも、第2の穴14は第1の穴131への歪み集中の緩和効果および重ね接合構造1の伸びの向上効果を奏することができる。 In FIG. 8C, the second hole 14 has a rounded rectangular shape along a line connecting the centers of the first holes 131 located at both ends thereof, and the center of the second hole 14 is the center of the second hole 14. This is an example in which the flange ends are closer to the line connecting the centers of the first holes 131 located at both ends. In FIG. 8D, the second hole 14 has a rounded rectangular shape along a line connecting the centers of the first holes 131 located at both ends thereof, and the center of the second hole 14 is the center of the second hole 14. This is an example in which the flange is inside the line connecting the centers of the first holes 131 located at both ends. As in FIGS. 8C and 8D, the second hole 14 goes to the first hole 131 even if the center of the second hole 14 is not on the line connecting the centers of the first holes 131 located at both ends of the second hole 14. It is possible to achieve the effect of alleviating strain concentration and the effect of improving the elongation of the lap joint structure 1.

図8Eは、第2の穴14が、第1の穴131の間に2つ設けられている例である。このように、第2の穴14は、第1の穴131の間に複数設けられてもよい。なお、第2の穴14が第1の穴131の間に複数設けられ、図8Eに示されるように第1の穴131が並ぶ方向に沿って並んでいる場合、第2の穴14の長さLは、複数の第2の穴14の長さLの総和と定義され、第2の穴14の幅Wは、複数の第2の穴14の幅Wのうち最大の値と定義される。 FIG. 8E is an example in which two second holes 14 are provided between the first holes 131. As described above, a plurality of second holes 14 may be provided between the first holes 131. When a plurality of second holes 14 are provided between the first holes 131 and are arranged along the direction in which the first holes 131 are arranged as shown in FIG. 8E, the length of the second hole 14 is long. The L is defined as the sum of the lengths L of the plurality of second holes 14, and the width W of the second holes 14 is defined as the maximum value among the widths W of the plurality of second holes 14. ..

なお、本実施形態に係る重ね接合構造1において、全ての第1の穴131の間に第2の穴14を設ける必要はない。重ね接合構造1において、変形の生じやすさが一様であるとは限らないからである。例えば、変形が特に生じやすく、第1の穴131への歪み集中が危惧される箇所においてのみ第2の穴14を設け、その他の箇所には第2の穴14を設けないこととしてもよい。即ち、一部の第1の穴131の間にのみ第2の穴14が設けられた重ね接合構造1も、本実施形態に係る重ね接合構造1に該当する。 In the lap joint structure 1 according to the present embodiment, it is not necessary to provide the second hole 14 between all the first holes 131. This is because in the lap joint structure 1, the susceptibility to deformation is not always uniform. For example, the second hole 14 may be provided only in a place where deformation is particularly likely to occur and strain concentration in the first hole 131 is feared, and the second hole 14 may not be provided in other places. That is, the lap joint structure 1 in which the second hole 14 is provided only between a part of the first holes 131 also corresponds to the lap joint structure 1 according to the present embodiment.

本実施形態に係る重ね接合構造1の用途は特に限定されない。重ね接合構造1の好適な用途の一つとして、接合された複数の鋼板から構成される自動車部品、特に自動車骨格部品が挙げられる。自動車骨格部品は、マルテンサイトを含有する高強度鋼板から構成されるので、本実施形態に係る重ね接合構造1を容易に適用することができ、この場合に自動車の衝突安全性を高めるという顕著な効果が得られる。一方、機械的接合手段132及び/又は摩擦撹拌点接合手段133によって接合されるあらゆる板部材11に、本実施形態に係る重ね接合構造1を適用することが可能である。例えば、リベット又は高力ボルトによって接合される橋梁部材、及び摩擦撹拌点接合によって接合されるアルミ製鉄道車両構体等に関しても、本実施形態に係る重ね接合構造1を適用することで、破断の抑制が可能であると考えられる。本実施形態に係る重ね接合構造1を、建築用の建具、梁、リンク部材、簡易倉庫、家具、冷蔵庫、テレビ、コピー機、クーラー室外機などの家電及び什器等に適用することも考えられる。 The use of the lap joint structure 1 according to the present embodiment is not particularly limited. One of the preferred uses of the lap-bonded structure 1 is an automobile part composed of a plurality of joined steel plates, particularly an automobile skeleton part. Since the automobile skeleton part is composed of a high-strength steel plate containing martensite, the lap joint structure 1 according to the present embodiment can be easily applied, and in this case, it is remarkable that the collision safety of the automobile is enhanced. The effect is obtained. On the other hand, it is possible to apply the lap joining structure 1 according to the present embodiment to any plate member 11 joined by the mechanical joining means 132 and / or the friction stir point joining means 133. For example, even for bridge members joined by rivets or high-strength bolts, aluminum railroad vehicle structures joined by friction stir welding, etc., breakage can be suppressed by applying the lap joint structure 1 according to the present embodiment. Is considered possible. It is also conceivable to apply the lap joint structure 1 according to the present embodiment to home appliances such as fittings, beams, link members, simple warehouses, furniture, refrigerators, televisions, copiers, cooler outdoor units, and fixtures for construction.

次に、本発明の別の態様に係る自動車骨格部品について説明する。本実施形態に係る自動車骨格部品は、本実施形態に係る重ね接合構造1を有する自動車骨格部品である。この自動車骨格部品は、例えばAピラー、Bピラー、サイドシル、バンパー、フロアメンバー、フロントサイドメンバー、リアサイドメンバー又はルーフレールである。以下、本実施形態に係る自動車骨格部品の例を説明する。 Next, an automobile frame component according to another aspect of the present invention will be described. The automobile skeleton part according to the present embodiment is an automobile skeleton part having the lap joint structure 1 according to the present embodiment. The automobile frame parts are, for example, A pillars, B pillars, side sills, bumpers, floor members, front side members, rear side members or roof rails. Hereinafter, an example of the automobile frame parts according to the present embodiment will be described.

図9は、本実施形態に係る自動車骨格部品の一例であるBピラー2の斜視図である。この図においてサイドパネルアウタは省略されている。図9のBピラー2は、第1の穴131を有する機械的接合部13(図示されていない)と、隣り合う機械的接合部13の間(即ち第1の穴131の間)に設けられた第2の穴14を有する。ただし、一部の機械的接合部13の間(図9における、点線で囲まれた領域)には、第2の穴14は設けられていない。これは、車体の側面衝突時の歪みの発生はBピラーの部位に応じて異なり、衝突時に穴からの破断が発生しにくい、歪み量の小さい部位には必ずしも第2の穴を設ける必要がないとの理由による。 FIG. 9 is a perspective view of the B-pillar 2, which is an example of the automobile frame component according to the present embodiment. In this figure, the side panel outer is omitted. The B-pillar 2 of FIG. 9 is provided between the mechanical joint portion 13 having the first hole 131 (not shown) and the adjacent mechanical joint portion 13 (that is, between the first hole 131). It also has a second hole 14. However, the second hole 14 is not provided between some of the mechanical joints 13 (the region surrounded by the dotted line in FIG. 9). This is because the occurrence of distortion at the time of a side collision of the vehicle body differs depending on the part of the B pillar, and it is not always necessary to provide a second hole at the part where the amount of distortion is small, where breakage from the hole is unlikely to occur at the time of collision. For the reason.

図10は、図9のBピラー2のX−X断面図である。このBピラー2は、通常の鋼板であるBピラーインナ22と、高強度鋼板であるBピラーリンフォース21と、アルミ又は軟鋼であるサイドパネルアウタ23とから構成される。これらが板部材11に該当し、特にBピラーリンフォース21は主板部材に該当する。Bピラーリンフォース21、Bピラーインナ22、及びサイドパネルアウタ23はその両端で接合され、主板部材に該当するBピラーリンフォース21には第2の穴14が設けられている。 FIG. 10 is a cross-sectional view taken along the line XX of the B pillar 2 of FIG. The B-pillar 2 is composed of a B-pillar inner 22 which is a normal steel plate, a B-pillar reinforcement 21 which is a high-strength steel plate, and a side panel outer 23 which is aluminum or mild steel. These correspond to the plate member 11, and in particular, the B-pillar reinforcement 21 corresponds to the main plate member. The B-pillar reinforcement 21, the B-pillar inner 22, and the side panel outer 23 are joined at both ends thereof, and the B-pillar reinforcement 21 corresponding to the main plate member is provided with a second hole 14.

図11は、本実施形態に係る自動車骨格部品の一例であるAピラー3及びルーフレール4の斜視図である。図11に示された部品でも、一部の第1の穴の間にのみ第2の穴14が設けられる。 FIG. 11 is a perspective view of the A pillar 3 and the roof rail 4 which are examples of the automobile frame parts according to the present embodiment. Even in the component shown in FIG. 11, the second hole 14 is provided only between some of the first holes.

図12は、図11に示されたルーフレール4のXII−XII断面図である。この自動車骨格部品は、高強度鋼板であるルーフレールインナ42と、高強度鋼板であるルーフレールアウタリンフォース41と、アルミ又は軟鋼であるサイドパネルアウタ43とから構成される。これらが板部材11に該当し、特にルーフレールアウタリンフォース41は主板部材に該当する。ルーフレールインナ42、ルーフレールアウタリンフォース41、及びサイドパネルアウタ43はその両端で接合され、主板部材に該当するルーフレールアウタリンフォース41には第2の穴14が設けられている。 FIG. 12 is a sectional view taken along line XII-XII of the roof rail 4 shown in FIG. This automobile frame component is composed of a roof rail inner 42 which is a high-strength steel plate, a roof rail outer reinforcement 41 which is a high-strength steel plate, and a side panel outer 43 which is aluminum or mild steel. These correspond to the plate member 11, and in particular, the roof rail outer ring force 41 corresponds to the main plate member. The roof rail inner 42, the roof rail outer line force 41, and the side panel outer 43 are joined at both ends thereof, and the roof rail outer line force 41 corresponding to the main plate member is provided with a second hole 14.

図13は、本実施形態に係る自動車骨格部品の一例であるBピラーのヒンジリンフォース5の斜視図である。この自動車骨格部品では、ハット状部材52と、ハット状部材の内側に沿って配された高強度鋼板51とが機械的接合手段である接合部13(図示されていない)によって接合されており、高強度鋼板の接合部13の間(即ち第1の穴131の間)には第2の穴14が設けられている。フロアメンバーにも、図13に示される構成を用いることができる。 FIG. 13 is a perspective view of the hinge reinforcement 5 of the B-pillar, which is an example of the automobile frame component according to the present embodiment. In this automobile frame component, the hat-shaped member 52 and the high-strength steel plate 51 arranged along the inside of the hat-shaped member are joined by a joining portion 13 (not shown) which is a mechanical joining means. A second hole 14 is provided between the joint portions 13 of the high-strength steel plate (that is, between the first holes 131). The configuration shown in FIG. 13 can also be used for the floor members.

本実施形態に係る重ね接合構造1の説明においては、2枚又は3枚の板部材11を重ね合せた重ね部に接合部を形成した重ね接合構造を例示したが、4枚以上の板部材11を重ね合せてもよい。また、本実施形態に係る重ね接合構造1の説明においては、2枚又は3枚の板部材11のうち1枚の板部材11又は2枚の板部材11に第2の穴が形成される場合について説明したが、例えば、4枚以上(複数)の板部材11を重ね合せた重ね部に接合部を形成して、重ね接合構造を構成してもよく、かかる場合、第2の穴が形成された板部材11の枚数は、任意に設定することができる。また、板部材11を重ね合せて形成する重ね部をフランジ部とする必要はない。部分補強等を目的として、フランジを有しない板部材11同士を重ね合せて接合する重ね接合構造なども本実施形態に係る重ね接合構造に含まれることはいうまでもない。 In the description of the lap joint structure 1 according to the present embodiment, a lap joint structure in which a joint portion is formed in a lap portion obtained by superimposing two or three plate members 11 is exemplified, but four or more plate members 11 May be overlapped. Further, in the description of the lap joint structure 1 according to the present embodiment, when a second hole is formed in one plate member 11 or two plate members 11 out of two or three plate members 11. However, for example, a joint portion may be formed in an overlapped portion in which four or more (plurality) plate members 11 are overlapped to form a lap joint structure. In such a case, a second hole is formed. The number of plate members 11 formed can be arbitrarily set. Further, it is not necessary to use the overlapped portion formed by superimposing the plate members 11 as the flange portion. Needless to say, the lap joining structure according to the present embodiment also includes a lap joining structure in which plate members 11 having no flange are overlapped and joined for the purpose of partial reinforcement or the like.

図14に示す、第2の穴を備えない板部材A及び板部材Bを接合した試料No.1及びNo.8、並びに図15に示す、第2の穴を備える板部材A及び第2の穴を備えない板部材Bを接合した試料No.2〜No.7及びNo.9〜No.11を作成した。第2の穴は、レーザ切断によって加工した。ここで、図14(A)及び図15(A)は試料(リベット接合のもの)の平面図であり、図14(B)及び図15(B)は試料(リベット接合のもの)の側面図である。なお、図14および図15において板部材Aは、幅20mmの平行部と、平行部の両端に設けられた幅35mmの保持部(肩部)を有する、長さ200mmの板(評点間隔50mm)である。図14および図15において板部材Bは、板部材Aの平行部に重ねられた、幅20mm及び長さ60mmの板である。板部材Aの種別、板厚、及び硬さは、全ての試料で同一とし、その内容は表1に示す通りとした。板部材Bの種別、板厚、及び硬さは、表1に示すB1及びB2の2種類とした。板部材Aの金属組織は、ほぼすべてマルテンサイトであった。 Sample No. 14 in which the plate member A and the plate member B not provided with the second hole are joined as shown in FIG. 1 and No. Sample No. 8 and the plate member A having a second hole and the plate member B not having a second hole, as shown in FIG. 15, are joined. 2-No. 7 and No. 9 to No. 11 was created. The second hole was machined by laser cutting. Here, FIGS. 14 (A) and 15 (A) are plan views of the sample (rivet-bonded), and FIGS. 14 (B) and 15 (B) are side views of the sample (rivet-bonded). Is. In addition, in FIGS. 14 and 15, the plate member A is a plate having a length of 200 mm (scoring interval 50 mm) having a parallel portion having a width of 20 mm and holding portions (shoulders) having a width of 35 mm provided at both ends of the parallel portion. Is. In FIGS. 14 and 15, the plate member B is a plate having a width of 20 mm and a length of 60 mm, which is overlapped with parallel portions of the plate member A. The type, plate thickness, and hardness of the plate member A were the same for all the samples, and the contents were as shown in Table 1. The type, plate thickness, and hardness of the plate member B were two types, B1 and B2 shown in Table 1. The metal structure of the plate member A was almost all martensite.

板部材A及び板部材Bの接合手段は、リベット、SRP(セルフピアシングリベット)、及び摩擦撹拌点接合のいずれかとした。接合手段をSRPとした試料のうちNo.6においては、板部材AのSRP部に軟質部を形成した。軟質部の幅W3は10mmとし、軟質部の硬さはHV270とした。板部材A及びBの第1の穴の直径K、及び第2の穴の形状は、表2に示す通りとした。 The joining means of the plate member A and the plate member B was any one of rivets, SRP (self-piercing rivets), and friction stir welding. Among the samples in which the joining means was SRP, No. In No. 6, a soft portion was formed in the SRP portion of the plate member A. The width W3 of the soft portion was 10 mm, and the hardness of the soft portion was HV270. The diameter K of the first hole of the plate members A and B and the shape of the second hole are as shown in Table 2.

そして、表2の試料No.1〜11に引張試験を行い、その破断歪を測定した。測定結果を表2に示す。 Then, the sample No. of Table 2 Tensile tests were performed on 1 to 11 and the breaking strain was measured. The measurement results are shown in Table 2.

表2に示されるように、第2の穴を有しない板部材から構成された重ね接合構造の試料No.1及びNo.8と比較して、第2の穴を有する板部材Aを含む重ね接合構造の試料No.2〜No.7及びNo.9〜No.11は優れた破断歪を有した。 As shown in Table 2, the sample No. of the lap joint structure composed of a plate member having no second hole. 1 and No. Compared with No. 8, the sample No. of the lap joint structure including the plate member A having the second hole. 2-No. 7 and No. 9 to No. No. 11 had excellent breaking strain.

引張試験後の各試料を詳細に確認すると、第2の穴を備えない試験片は、図14に破断部Zとして示すように、第1の穴を起点として破断していた。参考に、機械的接合部を備えるが第2の穴を備えなかったNo.1の試験後の写真を図16に示す。一方、第2の穴を備える試験片は、破断部Zとして図15に示すように、第2の穴において破断していた。 When each sample after the tensile test was confirmed in detail, the test piece having no second hole was broken starting from the first hole as shown as a broken portion Z in FIG. For reference, No. 1 provided with a mechanical joint but not a second hole. The photograph after the test of No. 1 is shown in FIG. On the other hand, the test piece provided with the second hole was broken at the second hole as shown in FIG. 15 as the fractured portion Z.

本発明によれば、複数の板部材を重ね合せて形成された重ね部を、非溶融接合手段によって接合した場合に、非溶融接合部に形成された穴(第1の穴)を起点に板部材が破断するのを抑制することが可能な重ね接合構造を提供することができる。例えば、本発明を自動車に適用した場合、その衝突時の乗員保護性能を飛躍的に向上させることができる。従って、本発明は高い産業上の利用可能性を有する。 According to the present invention, when the overlapped portion formed by superimposing a plurality of plate members is joined by a non-melt joining means, the plate starts from a hole (first hole) formed in the non-melt joint portion. It is possible to provide a lap joint structure capable of suppressing the member from breaking. For example, when the present invention is applied to an automobile, the occupant protection performance at the time of a collision can be dramatically improved. Therefore, the present invention has high industrial applicability.

1 重ね接合構造
11 板部材
12 フランジ部
13 接合部
131 第1の穴
132 機械的接合手段
132’ ナゲット
133 摩擦撹拌点接合手段
14 第2の穴
15 軟質部
2 Bピラー
21 Bピラーリンフォース
22 Bピラーインナ
23 サイドパネルアウタ
3 Aピラー
4 ルーフレール
41 ルーフレールアウタリンフォース
42 ルーフレールインナ
43 サイドパネルアウタ
5 ヒンジリンフォース
51 高強度鋼板
52 ハット状部材
X 電極
Y 回転ツール
Z 破断部
1 Lap joint structure 11 Plate member 12 Flange part 13 Joint part 131 First hole 132 Mechanical joining means 132'Nugget 133 Friction stirring point joining means 14 Second hole 15 Soft part 2 B pillar 21 B pillar Reinforce 22 B Pillar Inner 23 Side Panel Outer 3 A Pillar 4 Roof Rail 41 Roof Rail Outer Linforce 42 Roof Rail Inner 43 Side Panel Outer 5 Hinge Reinforce 51 High Strength Steel Plate 52 Hat-shaped Member X Electrode Y Rotating Tool Z Breaking Part

Claims (10)

重ね合わせられた複数の板部材と、
前記複数の板部材の重ね部に設けられた、機械的接合手段又は摩擦撹拌点接合手段によって構成された複数の接合部と、
を備え、
前記複数の接合部は、前記機械的接合手段が挿通される第1の穴、又は摩擦撹拌点接合によって形成された第1の穴を有し、
前記複数の板部材のうち1枚以上が、前記重ね部における前記複数の接合部の間に第2の穴を有する
ことを特徴とする重ね接合構造。
With multiple superposed plate members,
A plurality of joints formed by mechanical joining means or friction stir welding point joining means provided in the overlapping portions of the plurality of plate members, and
With
The plurality of joints have a first hole through which the mechanical joining means is inserted, or a first hole formed by friction stir welding.
A lap joint structure, characterized in that one or more of the plurality of plate members has a second hole between the plurality of joint portions in the lap portion.
前記第2の穴の幅W、前記第2の穴の長さL、及び前記第1の穴の直径Kが、以下の式1及び式2を満たすことを特徴とする請求項1に記載の重ね接合構造。
L>2×K (式1)
W>K (式2)
The first aspect of claim 1, wherein the width W of the second hole, the length L of the second hole, and the diameter K of the first hole satisfy the following formulas 1 and 2. Laminated joint structure.
L> 2 × K (Equation 1)
W> K (Equation 2)
前記第1の穴の端部と前記第2の穴の端部との最短距離D、及び前記第1の穴の直径Kが、以下の式3を満たすことを特徴とする請求項1又は2に記載の重ね接合構造。
D≧K (式3)
Claim 1 or 2 characterized in that the shortest distance D between the end of the first hole and the end of the second hole and the diameter K of the first hole satisfy the following equation 3. The lap joint structure described in.
D ≧ K (Equation 3)
前記第1の穴が、前記複数の板部材のうち1枚以上を貫通することを特徴とする請求項1〜3のいずれか一項に記載の重ね接合構造。 The lap joint structure according to any one of claims 1 to 3, wherein the first hole penetrates one or more of the plurality of plate members. 前記第2の穴が、前記第1の穴を有する前記板部材に設けられることを特徴とする請求項1〜4のいずれか一項に記載の重ね接合構造。 The lap joint structure according to any one of claims 1 to 4, wherein the second hole is provided in the plate member having the first hole. 前記第2の穴が、板厚と引張強さとの積が最も大きい主板部材に設けられることを特徴とする請求項1〜5のいずれか一項に記載の重ね接合構造。 The lap joint structure according to any one of claims 1 to 5, wherein the second hole is provided in a main plate member having the largest product of plate thickness and tensile strength. 前記板部材が、前記接合部を囲み、且つ前記第2の穴から離隔された軟質部を有することを特徴とする請求項1〜6のいずれか一項に記載の重ね接合構造。 The lap joint structure according to any one of claims 1 to 6, wherein the plate member has a soft portion that surrounds the joint portion and is separated from the second hole. 前記第2の穴を有する前記板部材が、引張強さ1200MPa以上の鋼板であることを特徴とする請求項1〜7のいずれか一項に記載の重ね接合構造。 The lap joint structure according to any one of claims 1 to 7, wherein the plate member having the second hole is a steel plate having a tensile strength of 1200 MPa or more. 請求項1〜8のいずれか一項に記載の重ね接合構造を有する自動車骨格部品。 An automobile skeleton component having the lap joint structure according to any one of claims 1 to 8. Aピラー、Bピラー、サイドシル、バンパー、フロアメンバー、フロントサイドメンバー、リアサイドメンバー又はルーフレールであることを特徴とする請求項9に記載の自動車骨格部品。 The automobile frame component according to claim 9, wherein the A-pillar, the B-pillar, the side sill, the bumper, the floor member, the front side member, the rear side member, or the roof rail.
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CN114603075A (en) * 2022-03-25 2022-06-10 本钢板材股份有限公司 Method for connecting ultrahigh-strength steel and aluminum alloy by using self-piercing riveting technology
WO2022210506A1 (en) * 2021-03-30 2022-10-06 川崎重工業株式会社 Joint structure and joining method

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JP2014531318A (en) * 2011-09-05 2014-11-27 ジョンソン・コントロールズ・ゲー・エム・ベー・ハー Hybrid component and method of manufacturing hybrid component
JP2015003552A (en) * 2013-06-19 2015-01-08 新日鐵住金株式会社 Lap weld member of high strength steel sheet, and manufacturing method thereof

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JP2014531318A (en) * 2011-09-05 2014-11-27 ジョンソン・コントロールズ・ゲー・エム・ベー・ハー Hybrid component and method of manufacturing hybrid component
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WO2022210506A1 (en) * 2021-03-30 2022-10-06 川崎重工業株式会社 Joint structure and joining method
CN114603075A (en) * 2022-03-25 2022-06-10 本钢板材股份有限公司 Method for connecting ultrahigh-strength steel and aluminum alloy by using self-piercing riveting technology

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