JP5765818B2 - Method for caulking and joining metal plates - Google Patents

Method for caulking and joining metal plates Download PDF

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JP5765818B2
JP5765818B2 JP2012071854A JP2012071854A JP5765818B2 JP 5765818 B2 JP5765818 B2 JP 5765818B2 JP 2012071854 A JP2012071854 A JP 2012071854A JP 2012071854 A JP2012071854 A JP 2012071854A JP 5765818 B2 JP5765818 B2 JP 5765818B2
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caulking
metal plates
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雅人 大塚
雅人 大塚
黒部 淳
淳 黒部
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Nippon Steel Nisshin Co Ltd
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Description

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。
そこで、本発明者らは、三叉型パンチによるかしめ接合方法を特許文献1で提案している。
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.
Therefore, the present inventors have proposed a caulking joining method using a three-pronged punch in Patent Document 1.

特開2010−172922号公報JP 2010-172922 A

特許文献1で提案された方法は、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しようとするものである。
ところが、特許文献1で提案している三叉型パンチによるかしめ接合方法で伸びの低い材料をかしめ接合した場合、上板の略Y字の交差する側壁部にクラックが生じ、接合強度が低下した事例が散見された。
In the method proposed in Patent Document 1, a plurality of metal plates are placed on a movable blade arranged in three on the outer periphery of a three-pronged fixed anvil, and a three-pronged columnar punch is placed on the metal plate from above. The metal plate on the upper surface is plastically deformed, and the movable blades divided and arranged on the outer periphery of the fixed anvil are individually released in the outer peripheral direction to cause the metal plate on the lower surface to be plastically deformed. It is intended to mechanically join metal plates.
However, when a material with low elongation is caulked and joined by the caulking joining method proposed by Patent Document 1 with a trident punch, a crack occurs in the side wall portion where the substantially Y-shaped crossing of the upper plate, and the joining strength is reduced. Was scattered.

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、三叉型パンチを用いたかしめ接合方法であっても、略Y字の交差する側壁部にて生じやすいクラックの発生を抑え、接合強度の高い金属板のかしめ接合方法を提案することを目的とする。   The present invention has been devised in order to solve such problems. Even in the caulking joining method using a three-pronged punch, cracks that are likely to occur at the side wall portions intersecting substantially Y-shaped are provided. An object of the present invention is to propose a caulking joining method for a metal plate that suppresses generation and has high joining strength.

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方法において、可動ブレードとして、コーナーRを0.78t以上かつ、パンチ頭平面部の内接円の半径以下とした可動ブレードを用いることを特徴とする。
ただし、上記tは、前記複数枚の金属板の板厚を全て足し合わせた厚みである。
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. In the method of mechanically joining the upper and lower metal plates by using plastic deformation, a movable blade having a corner R of 0.78 t or more and a radius of the inscribed circle of the punch head plane portion is used as the movable blade. It is characterized by.
However, t is a thickness obtained by adding all the thicknesses of the plurality of metal plates.

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を使用するかしめ接合法において、用いる可動ブレードのコーナーRを0.78t以上にすることにより略Y字の交差する側壁部付近のかしめ後の周方向への線長増加を抑制し、割れ危険部の歪を低減させることができ、また用いる可動ブレードのコーナーRをパンチ頭平面部の内接円の半径以下に設定することによりコーナーRの拡大に伴うインターロック部の減少によるせん断接合強度の低下を防止することができる。
したがって、本発明により、略Y字の交差する側壁部にて生じやすいクラックの発生を抑え、高く安定した接合強度を有するかしめ接合を行うことができる。
According to the method of the present invention, in the caulking joining method using a three-pronged columnar punch and a movable blade moving in three directions, the corner of the movable blade to be used is set to be equal to or greater than 0.78 t so that the vicinity of the substantially Y-shaped side wall portion It is possible to suppress an increase in the line length in the circumferential direction after caulking, to reduce the distortion of the crack risk part, and to set the corner R of the movable blade used to be equal to or less than the radius of the inscribed circle of the punch head plane part. Thus, it is possible to prevent a decrease in shear joint strength due to a decrease in the interlock portion accompanying the expansion of the corner R.
Therefore, according to the present invention, it is possible to suppress the generation of cracks that are likely to occur at the side walls intersecting substantially Y-shaped, and perform caulking bonding having high and stable bonding strength.

かしめ接合方法を説明する概念図Conceptual diagram explaining the caulking and joining method 三叉型パンチによるかしめ接合方法に用いるパンチ、アンビル及び可動ブレードの形状を説明する図。The figure explaining the shape of the punch used for the caulking joining method by a three-pronged punch, an anvil, and a movable blade. 可動ブレードのコーナーRを説明する図。The figure explaining the corner R of a movable blade. 三叉型柱状パンチのパンチ頭平面部の内接円半径を説明する図。The figure explaining the inscribed circle radius of the punch head plane part of a three-pronged columnar punch.

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。
一般的に、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割程度となっている。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 metal plates 1 and 2 are stacked on the blade 6, the metal plates 1 and 2 are sandwiched between the blade 6 by the stripper 4, fixed and set, and then the metal plate 1 set by the cylindrical punch 3. , 2 are plastically deformed so as to project the material radially outward from the anvil 5, and the metal plates 1 and 2 are joined.
In general, comparing the joint strength when caulking is performed so that the dimensions of the joint are the same, and when spot welding is performed, the joint strength of caulking is about 20-30% of spot welding. It has become. In addition, there is a problem that it is weak against the force in the rotational direction along the planar portion of the members to be joined.

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、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。
前記したように、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字形とすることが特許文献1で提案されているが、略Y字の交差する側壁部にてクラックが生じやすく、接合強度が低下することがある。
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. Even in a method in which the caulking joint is formed in a substantially cross shape using a four-fork punch and a movable blade that moves in four directions, the in-plane anisotropy of the joint strength cannot be sufficiently eliminated.
As described above, it is proposed in Patent Document 1 that the caulking joint portion is formed in a substantially Y shape by using a tridental punch and a movable blade that moves in three directions. As a result, cracks are likely to occur, and the bonding strength may decrease.

本発明者らは、接合強度の面内異方性に優れる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たかしめ接合法において、略Y字の交差する側壁部でのクラック発生を抑制して接合強度を高めるべく鋭意検討した。
クラックの発生が、伸び易い金属板を素材とした場合よりも伸び難い金属板を素材とした場合に特に上板側の略Y字交差部側壁に起こり易いことを考えると、当該部位への材料の流入が起き難くなっていると想定できる。
三叉型かしめでは、三叉型のパンチを押し込みはじめると、可動ブレードのR形状に下板がなじみ、パンチをさらに押し込んでいくにつれ、上板の側壁部は板厚が減少していく。そのため、三叉型のパンチの略Y字交差部のコーナーRに材料が充満することがない。よって、略Y字の交差する側壁部位の材料流入を起こり易くするには可動ブレードのコーナーRを変化させることが有効であると考えられる。
そこで、略Y字交差部側壁への材料の流入を行い易くするために、可動ブレードのコーナーRを大きくすることとした。
In the caulking joining method using a three-pronged punch excellent in in-plane anisotropy of the joining strength and a movable blade moving in three directions, the generation of cracks at the side wall portion where substantially Y-shaped crosses is suppressed. Thus, intensive studies were conducted to increase the bonding strength.
Considering that the occurrence of cracks is likely to occur on the side wall of the substantially Y-shaped intersection on the upper plate side, particularly when using a metal plate that is difficult to stretch as compared with the case of using a metal plate that is easy to stretch, the material to the part It can be assumed that it is difficult for the inflow to occur.
In the tridental type caulking, when the tridental punch is started to be pushed in, the lower plate is adapted to the R shape of the movable blade, and the thickness of the side wall portion of the upper plate is reduced as the punch is further pushed in. Therefore, the material does not fill the corner R of the approximately Y-shaped intersection of the three-pronged punch. Therefore, it is considered effective to change the corner R of the movable blade in order to easily cause the material inflow of the side wall portions where the substantially Y-shaped crosses occur.
Therefore, the corner R of the movable blade is increased in order to facilitate the inflow of the material into the substantially Y-shaped intersection side wall.

以下に本発明の詳細を説明する。
まず、図2に示すような、三叉型柱状パンチ、三叉型の固定アンビル及びその外周に三分割で配置された可動ブレードを備えたかしめ接合装置において、可動ブレードのコーナーRを従来よりも大きくしたものである。
図3に示す可動ブレードコーナーRの好ましい大きさについては、詳細は後記の実施例に譲るが、接合する金属板の厚さをtとしたとき0.78t以上で割れの発生を抑制することができた。しかし、可動ブレードのコーナーRを大きくし過ぎると、インターロック部が減少してせん断接合強度が低下することになるので、図4に示すパンチ頭平面部の内接円の半径以下にする必要がある。
Details of the present invention will be described below.
First, in the caulking joining apparatus including a tridental columnar punch, a tridental fixed anvil, and a movable blade arranged in three parts on the outer periphery thereof as shown in FIG. 2, the corner R of the movable blade is made larger than the conventional one. Is.
The details of the preferred size of the movable blade corner R shown in FIG. 3 will be given later in the examples. However, when the thickness of the metal plate to be joined is t, the occurrence of cracks can be suppressed at 0.78 t or more. did it. However, if the corner R of the movable blade is made too large, the interlock portion is reduced and the shear joint strength is lowered. Therefore, it is necessary to make the radius less than the inscribed circle of the punch head plane portion shown in FIG. is there.

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Zn‐Al‐Mg系めっき鋼板を使用した。
三叉型パンチは、パンチ頭平面部の内接円の半径4mm、幅3mm、テーパ角120度、略Y字の交差する半径2mmのものを使用した。三叉型アンビルは、アンビル頭平面部の中心半径8mm、幅3.3mm、高さ4mm、略Y字の交差する半径2mmのものを、五角形角柱の可動ブレードは、長さ10mm、幅8mm、高さ4.9mmとし、コーナーRを2〜6mmの間で種々変更したものを用いた。
As the two metal plates to be joined, a 1.6 mm thick Zn-Al-Mg plated steel plate having the mechanical properties shown in Table 1 was used.
The three-pronged punch used had a radius of 4 mm, a width of 3 mm, a taper angle of 120 degrees, and a radius of 2 mm where substantially Y-shaped crossing occurred. The three-pronged anvil has a center radius of 8mm, a width of 3.3mm, a height of 4mm, and a radius of 2mm that intersects the approximate Y shape. A pentagonal prismatic movable blade is 10mm long, 8mm wide, and high 4.9 mm was used, and the corner R was variously changed between 2 and 6 mm.

このような形状のアンビル外周に配置された3個の可動ブレード上に、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。   On the three movable blades 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 two punched steel sheets were caulked and joined by pressing the punch of the shape with a load of 100 kN from above into the two plated steel sheets set.

Figure 0005765818
Figure 0005765818

ブレードのコーナーRを2、2.5、3、4、5、6mmと変化させて、三叉型パンチを押込みかしめ接合を行なった。n数は5個で実施。かしめ部の残存板厚は、予備実験でせん断接合強度が高かった1.1mmとなるようストローク調整した。接合体の側壁部のクラックの状態は、目視で確認した。また、接合体について、引張試験を行った。引張試験は、JIS Z 3136に準じてせん断引張強度を測定し、平均値で整理した。その結果を表2に示す。   By changing the corner R of the blade to 2, 2.5, 3, 4, 5, 6 mm, a three-pronged punch was pushed in and joined. The number of n is five. The stroke was adjusted so that the remaining thickness of the caulking portion was 1.1 mm, which was high in the shear joint strength in the preliminary experiment. The state of cracks on the side wall portion of the joined body was visually confirmed. Moreover, the tension test was done about the joined body. In the tensile test, the shear tensile strength was measured according to JIS Z 3136, and the average value was arranged. The results are shown in Table 2.

Figure 0005765818
Figure 0005765818

表2に示す結果から、側壁部のクラックを抑えるには、ブレードのコーナーRを2.5mm(0.78t)以上にする必要があった。せん断引張強度は、パンチ頭平面部の内接円の半径4mm以下のブレードのコーナーRが2〜4mmで比較的高く安定していた。
よって、側壁部のクラックもなくせん断接合強度が高い接合体を得るには、ブレードのコーナーRを2.5〜4mmとしたものを用いる必要があることがわかる。
From the results shown in Table 2, it was necessary to set the corner R of the blade to 2.5 mm (0.78 t) or more in order to suppress cracks on the side wall. The shear tensile strength was relatively high and stable with the corner R of the blade having a radius of 4 mm or less of the inscribed circle of the punch head plane portion being 2 to 4 mm.
Therefore, it can be seen that it is necessary to use a blade having a corner R of 2.5 to 4 mm in order to obtain a bonded body having a high shear bonding strength without cracks in the side wall.

Claims (1)

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方法において、可動ブレードとして、コーナーRを0.78t以上かつ、パンチ頭平面部の内接円の半径以下とした可動ブレードを用いることを特徴とする金属板のかしめ接合方法。
ただし、上記tは、前記複数枚の金属板の板厚を全て足し合わせた厚みである。
A plurality of metal plates are placed on a movable blade arranged in three parts on the outer periphery of a three-pronged fixed anvil, and a three-pronged columnar punch is locally pushed into the metal plate from above, and the upper metal plate In the method in which the upper and lower metal plates are mechanically joined by plastically deforming the lower metal plates by individually escaping the movable blades separately arranged on the outer circumference of the fixed anvil in the outer circumferential direction. A method for caulking and joining metal plates, characterized in that a movable blade having a corner R of 0.78 t or more and a radius of an inscribed circle of the punch head plane is used as the movable blade.
However, t is a thickness obtained by adding all the thicknesses of the plurality of metal plates.
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