JP5279531B2 - Method for caulking and joining metal plates - Google Patents
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- JP5279531B2 JP5279531B2 JP2009017658A JP2009017658A JP5279531B2 JP 5279531 B2 JP5279531 B2 JP 5279531B2 JP 2009017658 A JP2009017658 A JP 2009017658A JP 2009017658 A JP2009017658 A JP 2009017658A JP 5279531 B2 JP5279531 B2 JP 5279531B2
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本発明は、金属板のかしめ接合方法、特に高接合強度を有するとともに、強度の面内異方性のない金属板のかしめ接合方法に関する。 The present invention relates to a method for caulking and bonding metal plates, and more particularly, to a method for caulking and bonding metal plates having high bonding strength and no in-plane strength anisotropy.
重ね合わせた複数枚の金属板を固定・接合する方法としては、ボルトやリベットで代表される締結具を用いる方法が一般的である。しかし、締結具を用いる方法はコスト高となるばかりでなく、締結具の頭部が金属板の表面に突出するため、取り扱い上、あるいは外観的に美観を損なう場合がある。このため、スポット溶接等の溶接法やかしめ接合が採用されることがある。
スポット溶接法は、板厚が異なる材料や異種材料との接合が困難となる場合があったり、材料への熱影響が生じるために、めっき材では後補修が必要となったりすることがある。また、スポット溶接法は、接合の際、散りやヒュームを伴うため作業環境を悪化させるおそれがある。
As a method for fixing and joining a plurality of stacked metal plates, a method using a fastener represented by a bolt or a rivet is generally used. However, the method using the fastener is not only costly, but the head of the fastener protrudes from the surface of the metal plate, which may impair aesthetics in handling or appearance. For this reason, welding methods such as spot welding and caulking joining may be employed.
In the spot welding method, there are cases where it is difficult to join materials with different plate thicknesses or different types of materials, and there is a case where post-repair is required for the plated material because of the thermal effect on the material. In addition, the spot welding method involves scattering and fume at the time of joining, and thus there is a risk of deteriorating the working environment.
かしめ接合はプレス加工中に接合できるため、設備同調性および作業環境がよい。このため、かしめ接合は自動車、家電製品、住宅等の分野で多用されるようになっている。
しかしながら、かしめ接合法は、締結具を用いる方法やスポット溶接法に比べて、接合強度が低い問題がある。例えば、丸形のパンチやダイスを備えたかしめ装置を用いて接合すると、接合される部材の平面部分に沿った回転方向の力に弱いといった不都合を生じている。
Since caulking can be joined during press working, the equipment synchronism and working environment are good. For this reason, caulking is frequently used in fields such as automobiles, home appliances, and houses.
However, the caulking joining method has a problem that the joining strength is lower than a method using a fastener or a spot welding method. For example, when joining using a caulking device equipped with a round punch or die, there is a disadvantage that it is weak against the force in the rotational direction along the planar portion of the member to be joined.
また、角形のパンチやダイスを備えたかしめ装置を用いて接合すると、かしめ部にせん断加工面が生じるため、接合部分のせん断強度に方向性を生じており、せん断面と直角方向のせん断強度は高いが、平行方向のせん断強度はあまり高くなく、また接合部分はせん断加工が行われるため、材料の切り口が存在し気密性や水密性が低下するといった不都合を生じている。
このような問題点を解消するために、例えば特許文献1では、パンチとダイスでせん断される構造部材のせん断面が、互いに直交する略十字形となるようにかしめることが提案されている。
In addition, when a crimping device equipped with a square punch or die is used for joining, a sheared surface is generated in the crimped part, so that the direction of the shear strength at the joined part is generated. Although it is high, the shear strength in the parallel direction is not so high, and the joint portion is sheared, so that there is a problem that the cut end of the material exists and the air tightness and water tightness are lowered.
In order to solve such a problem, for example, Patent Document 1 proposes that the shearing surfaces of the structural members sheared by the punch and the die are caulked so as to have a substantially cross shape orthogonal to each other.
前記特許文献1によれば、接合部分のせん断強度に方向性が少なく、回転方向の力に対しても強い接合部材を得ることができる。
しかしながら、前記特許文献1によっても、強度の面内異方性を十分に低減できていない。したがって、強度の面内異方性をなくすために、場合によっては方向を違えた複数回のかしめ接合を行わざるを得なくなりコスト上昇の一因にもなっている。
本発明は、このような問題点を解消するために案出されたものであり、高い接合強度を有するとともに、強度の面内異方性を極力低減した金属板のかしめ接合方法を提供することを目的とする。
According to Patent Document 1, it is possible to obtain a joining member that has little directionality in the shear strength of the joining portion and that is strong against force in the rotational direction.
However, even Patent Document 1 fails to sufficiently reduce the in-plane anisotropy of strength. Therefore, in order to eliminate the in-plane anisotropy of strength, in some cases, it is necessary to perform a plurality of caulking joints in different directions, which causes a cost increase.
The present invention has been devised to solve such problems, and provides a method for caulking and joining metal plates having high joining strength and reducing in-plane anisotropy of strength as much as possible. With the goal.
本発明の金属板のかしめ接合方法は、その目的を達成するため、三叉型の固定アンビル外周に三分割で配置された可動ブレード上に、複数枚の金属板を重ねて載置し、上方から三叉型柱状パンチを前記金属板に局部的に押し込み、上面の金属板を塑性変形させるとともに、前記固定アンビルの外周に分割配置した前記可動ブレードをそれぞれ個別に外周方向に逃がすことにより下面の金属板を塑性変形させて、上下の金属板を機械的に接合することを特徴とする。 In order to achieve the object of the caulking and joining method of the metal plate of the present invention, a plurality of metal plates are stacked and placed on the movable blade arranged in three parts on the outer periphery of the three-pronged fixed anvil, from above. A metal plate on the lower surface is formed by locally pushing a three-pronged columnar punch into the metal plate, plastically deforming the upper metal plate, and individually disengaging the movable blades arranged separately on the outer periphery of the fixed anvil in the outer peripheral direction. The upper and lower metal plates are mechanically joined by plastic deformation.
本発明方法によると、三叉型柱状パンチと三方向に移動する可動ブレードの使用により、三方向に延びるかしめ接合部が形成される。この結果、接合強度の面内異方性を極力低減することが可能になる。
また、三方向に延びるかしめ接合部を形成することにより、側壁部の長さが相対的に長くなるため接合強度も大幅に向上し、高い接合強度を呈する接合部が簡便な接合方法で得られることとなる。
According to the method of the present invention, a caulking joint extending in three directions is formed by using a three-pronged columnar punch and a movable blade moving in three directions. As a result, the in-plane anisotropy of the bonding strength can be reduced as much as possible.
In addition, by forming the crimp joint extending in three directions, the length of the side wall portion becomes relatively long, so that the joint strength is greatly improved, and a joint having high joint strength can be obtained by a simple joining method. It will be.
図1に、一般的なかしめ接合法を示す。二枚の金属板1,2をブレード6上に重ねて載置した後、ストリッパ4により金属板1,2をブレード6と挟み込んで固定・セットした後、円柱型パンチ3でセットした金属板1,2を押圧して材料をアンビル5より半径方向外側に張出すように塑性変形させて金属板1,2を接合するものである。通常の丸形のパンチやダイスを備えたかしめ装置を用いてかしめ接合した場合、かしめ接合された部分の側壁部長さは、おおよそパンチの円周部長さとなる。板厚1.6mmの鋼板において、接合部の寸法が同一になるようにかしめ接合を行った場合と、スポット溶接をおこなった場合の接合強度を比較すると、かしめ接合の接合強度はスポット溶接の2〜3割程度となることが一般的である(図2参照)。また接合される部材の平面部分に沿った回転方向の力に弱いといった問題点も有している。
FIG. 1 shows a general caulking joining method. After the two
このようにかしめ接合法は、簡便な方法であるが接合強度が比較的低いために、使用頻度が伸びない一因にもなっている。
そして、前記特許文献1で紹介したように、四叉型のパンチと四方向に移動する可動ブレードを用いてかしめ接合部を略十字形とする方法でも、接合強度の面内異方性は十分に解消できない。
As described above, the caulking joining method is a simple method, but also has a relatively low joining strength, and thus is one factor that the usage frequency does not increase.
And as introduced in the above-mentioned Patent Document 1, the in-plane anisotropy of the bonding strength is sufficient even with the method in which the caulking joint is made into a substantially cross shape using a four-fork punch and a movable blade moving in four directions. It cannot be resolved.
そこで、本発明は、三叉型のパンチと三方向に移動する可動ブレードを用いてかしめ接合部を略Y字形とすることとしたものである。
以下にその詳細を説明する。
まず、用いる三叉型柱状パンチの概略形状と、三叉型の固定アンビル外周に三分割で配置された可動ブレードを図3に示す。このようなパンチおよび可動ブレードを、従前のかしめ接合法で用いている図1に示すようなプレス装置に設置すれば本発明方法を実施することができる。
Therefore, the present invention uses a three-pronged punch and a movable blade that moves in three directions so that the caulking joint is substantially Y-shaped.
Details will be described below.
First, FIG. 3 shows a schematic shape of a tridental columnar punch to be used and a movable blade arranged in three parts on the outer periphery of the tridental fixed anvil. If such a punch and a movable blade are installed in a press apparatus as shown in FIG. 1 used in the conventional caulking joining method, the method of the present invention can be carried out.
すなわち、三叉型の固定アンビル外周に三分割で配置された可動ブレード上に、接合しようとする金属板1,2を重ねて載置した後、上方から三叉型柱状パンチを前記金属板に局部的に押し込むと、金属板1,2は、固定アンビル上に形成された空隙部を埋めるように塑性変形される。
固定アンビル上に形成された空隙部を埋めるほどに金属板1,2が塑性変形された後、金属板材料自身が外側に向けて移動して可動ブレードを外方向に押圧移動させ、柱状パンチの断面形状に沿った有底の凹型部を形成して金属板1,2は接合される。その後に柱型パンチ3が抜かれ、かしめ接合が終わる。
That is, after the
After the
接合する2枚の金属板として、表1に示す機械的特性を有する板厚1.6mmの鋼板を原板とし、その両表面にZn‐Al‐Mg系の合金めっきを施しためっき鋼板を使用した。
(1)四叉型パンチの使用例
一片の長さ3mm、幅4mm、テーパ角120度の四叉型パンチ、一片の長さ8mm、幅4.3mm、高さ4mmの四叉型アンビル、および長さ8mm、幅8mm、高さ5.1mmの正方形角柱ブレードを用いた。
このような形状のアンビル外周に配置された可動ブレード上に、2枚の被接合めっき鋼板を重ねた状態で位置決めをしてセットした。ついで、ストリッパにより前記2枚のめっき鋼板をブレードと挟み込んで固定した。セットされた前記2枚のめっき鋼板に上方から前記形状のパンチを荷重100kNで押し込んで、2枚のめっき鋼板をかしめ接合した。
As the two metal plates to be joined, a steel plate having a mechanical thickness shown in Table 1 having a thickness of 1.6 mm was used as a base plate, and plated steel plates with Zn-Al-Mg alloy plating on both surfaces were used. .
(1) Example of use of a four-forked punch Four-forked punch with a piece length of 3 mm, a width of 4 mm, and a taper angle of 120 degrees, a piece of length of 8 mm, a width of 4.3 mm, and a height of 4 mm, and A square prism blade having a length of 8 mm, a width of 8 mm, and a height of 5.1 mm was used.
On the movable blade arranged on the outer periphery of the anvil having such a shape, positioning was performed in a state where two bonded plated steel plates were stacked. Subsequently, the two plated steel sheets were sandwiched between the blades by a stripper and fixed. The punches having the shape described above were pushed into the two plated steel sheets from above with a load of 100 kN, and the two plated steel sheets were caulked and joined.
(2)三叉型パンチの使用例
一片の長さ3mm、幅4mm、テーパ角120度の三叉型パンチ、一片の長さ8mm、幅4.3mm、高さ4mmの三叉型アンビル、および長さ10mm、幅8mm、高さ5.1mmの五角形角柱ブレードを用いた。
上記四叉型パンチを用いた場合と全く同じ態様で2枚のめっき鋼板をかしめ接合した。
なお、上記2種類のかしめ接合を、図4に示すように、縦矢印方向を0°とし、円弧矢印方向の各種所定の角度のなすように傾けて固定しためっき鋼板について施した。
(2) Usage example of a tridental punch A piece of 3 mm length, a width of 4 mm, a taper angle of 120 degrees, a piece of tridental punch, a piece length of 8 mm, a width of 4.3 mm, a height of 4 mm, and a length of 10 mm A pentagonal prism blade having a width of 8 mm and a height of 5.1 mm was used.
Two plated steel sheets were caulked and joined in exactly the same manner as when using the above-mentioned four-forked punch.
The two types of caulking joining were performed on the plated steel plates fixed by being tilted at various predetermined angles in the direction of the arc arrow with the vertical arrow direction being 0 ° as shown in FIG.
上記各種所定の角度になるように傾けてかしめ接合した2種類の接合体、すなわち、四叉型パンチを押込んだものおよび三叉型パンチを押込んだものについて、前記図4に示す態様で側壁部の長さを測定した。その結果を図5に示す。
また、前記2種類の接合体について、引張試験をおこなった。引張試験は、JIS Z 3137に準じてせん断引張強度を測定した。その結果を図6に示す。
さらに、前記図4に示す三叉型パンチおよび四叉型パンチ底部の面積で接合強度を割った接合強度のパンチ面積比と、前記回転角度との関係も調査した。その結果を図7に示す。
The two types of joined bodies that are caulked and joined at various predetermined angles, that is, those in which a four-forked punch is pushed in and those in which a three-forked punch is pushed in, are arranged in the manner shown in FIG. The length of the part was measured. The result is shown in FIG.
Moreover, the tensile test was done about the said 2 types of joined body. In the tensile test, the shear tensile strength was measured according to JIS Z 3137. The result is shown in FIG.
Furthermore, the relationship between the rotation angle and the punch area ratio of the bonding strength obtained by dividing the bonding strength by the area of the bottom of the three-forked punch and the four-forked punch shown in FIG. 4 was also investigated. The result is shown in FIG.
図5,6に示す結果からも明らかなように、四叉型パンチを用いた場合と比べて三叉型パンチを用いた場合、かしめの方向をどのように変化させても側壁部長さの変化が少なく、接合強度の面内異方性が極めて小さくなっている。
また、図7に示す結果から、三叉型パンチを用いた場合の方が、接合強度のパンチ面積比が大きいことがわかる。すなわち、かしめ接合する際、三叉型パンチを用いると、比較的小さなかしめ接合部を形成することで、所望の接合強度が得られることになる。
As is clear from the results shown in FIGS. 5 and 6, when the trident punch is used as compared with the case where the four fork punch is used, the change in the length of the side wall is not affected by the change in the caulking direction. The in-plane anisotropy of the bonding strength is extremely small.
Further, from the results shown in FIG. 7, it is understood that the punch area ratio of the bonding strength is larger when the trident punch is used. That is, when a three-pronged punch is used during caulking, a desired joint strength can be obtained by forming a relatively small caulking joint.
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US10562282B2 (en) | 2013-03-15 | 2020-02-18 | Arkema France | Multilayer composite |
US11136443B2 (en) | 2013-03-15 | 2021-10-05 | Arkema France | Thermoplastic composite |
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JP5765818B2 (en) * | 2012-03-27 | 2015-08-19 | 日新製鋼株式会社 | Method for caulking and joining metal plates |
JP2013202662A (en) * | 2012-03-29 | 2013-10-07 | Nisshin Steel Co Ltd | Method of caulking and joining metal sheet |
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JP4778604B2 (en) * | 2000-05-10 | 2011-09-21 | 積水化学工業株式会社 | Structural member joining method and joining apparatus |
JP4545450B2 (en) * | 2004-02-04 | 2010-09-15 | 三洋機工株式会社 | Metal plate coupling device |
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US10562282B2 (en) | 2013-03-15 | 2020-02-18 | Arkema France | Multilayer composite |
US11007760B2 (en) | 2013-03-15 | 2021-05-18 | Arkema France | Multilayer composite |
US11136443B2 (en) | 2013-03-15 | 2021-10-05 | Arkema France | Thermoplastic composite |
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