[go: up one dir, main page]

JP5279531B2 - Method for caulking and joining metal plates - Google Patents

Method for caulking and joining metal plates Download PDF

Info

Publication number
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
Authority
JP
Japan
Prior art keywords
caulking
metal plates
punch
joining
strength
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
JP2009017658A
Other languages
Japanese (ja)
Other versions
JP2010172922A (en
Inventor
朋之 藤井
雅人 大塚
茂 森川
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Nisshin Co Ltd
Original Assignee
Nippon Steel Nisshin Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Steel Nisshin Co Ltd filed Critical Nippon Steel Nisshin Co Ltd
Priority to JP2009017658A priority Critical patent/JP5279531B2/en
Publication of JP2010172922A publication Critical patent/JP2010172922A/en
Application granted granted Critical
Publication of JP5279531B2 publication Critical patent/JP5279531B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Connection Of Plates (AREA)

Abstract

<P>PROBLEM TO BE SOLVED: To provide a method of joining metal plates by caulking, which has high joining strength and also the intra-plane anisotropy of strength reduced as much as possible. <P>SOLUTION: A plurality of metal plates are placed in piles on movable blades which are installed by being divided into three pieces on the outer periphery of a three-pronged fork type fixed anvil; a top metal plate is plastically deformed by pushing the three-pronged fork type columnar punch in the metal plate from the upper part; and also a bottom metal plate is plastically deformed by setting the movable blades which are arranged dividedly on the outer periphery of the fixed anvil free respectively in the outer peripheral direction and individually and the upper and lower metal plates are joined mechanically. <P>COPYRIGHT: (C)2010,JPO&amp;INPIT

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。
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.

特開2001−321856号公報JP 2001-321856 A

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.

かしめ接合法を説明する概念図Conceptual diagram explaining the caulking method かしめ接合法とスポット溶接法とでの接合強度の違いを説明する図Diagram explaining the difference in joint strength between the caulking and spot welding methods 本発明方法に用いるパンチ、アンビルおよび可動ブレードの形状を示す図The figure which shows the shape of the punch used for the method of this invention, an anvil, and a movable blade 実施例におけるかしめ接合の方向変更態様を説明する図The figure explaining the direction change aspect of the crimping joining in an Example かしめ接合時の方向回転角度と側壁部長さの関係を示す図The figure which shows the relationship between the direction rotation angle at the time of caulking joining, and side wall part length かしめ接合時の方向回転角度と接合強度の関係を示す図The figure which shows the relationship between the direction rotation angle and the joint strength at the time of caulking かしめ接合時の方向回転角度と接合強度パンチ面積比の関係を示す図The figure which shows the relation between the direction rotation angle at the time of caulking and the bonding strength punch area ratio

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 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. When caulking and joining are performed using a caulking device equipped with a normal round punch or die, the length of the side wall portion of the caulked joint is approximately the circumference of the punch. When the joint strength is compared between the case where the joint thickness is 1.6 mm and the joint strength is the same when spot welding is performed so that the dimensions of the joint are the same, the joint strength of the crimp joint is 2 Generally, it is about 30% (see FIG. 2). 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、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 metal plates 1 and 2 to be joined are placed on the movable blade arranged in three parts on the outer periphery of the three-pronged fixed anvil, the three-pronged columnar punch is locally applied to the metal plate from above. The metal plates 1 and 2 are plastically deformed so as to fill the gap formed on the fixed anvil.
After the metal plates 1 and 2 are plastically deformed so as to fill the gap formed on the fixed anvil, the metal plate material itself moves outward and presses and moves the movable blade in the outward direction. The bottomed concave portion along the cross-sectional shape is formed to join the metal plates 1 and 2 together. After that, the columnar punch 3 is pulled out and the caulking is finished.

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.

Figure 0005279531
Figure 0005279531

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.

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ことを特徴とする金属板のかしめ接合方法。   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 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 bonding metal plates.
JP2009017658A 2009-01-29 2009-01-29 Method for caulking and joining metal plates Active JP5279531B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009017658A JP5279531B2 (en) 2009-01-29 2009-01-29 Method for caulking and joining metal plates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009017658A JP5279531B2 (en) 2009-01-29 2009-01-29 Method for caulking and joining metal plates

Publications (2)

Publication Number Publication Date
JP2010172922A JP2010172922A (en) 2010-08-12
JP5279531B2 true JP5279531B2 (en) 2013-09-04

Family

ID=42704370

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009017658A Active JP5279531B2 (en) 2009-01-29 2009-01-29 Method for caulking and joining metal plates

Country Status (1)

Country Link
JP (1) JP5279531B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US10562282B2 (en) 2013-03-15 2020-02-18 Arkema France Multilayer composite
US11136443B2 (en) 2013-03-15 2021-10-05 Arkema France Thermoplastic composite

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE9904167D0 (en) * 1999-11-16 1999-11-16 Attexor Equip Atool for joining two or several overlaying sheet formed members
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
DE502005004507D1 (en) * 2004-08-25 2008-08-07 Behr Gmbh & Co Kg Fixing device and method

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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

Also Published As

Publication number Publication date
JP2010172922A (en) 2010-08-12

Similar Documents

Publication Publication Date Title
US8024848B2 (en) Double-action clinching method
JP5722479B2 (en) Dissimilar material joining rivet, dissimilar material joining member, dissimilar material joining method, and dissimilar material joining
JP2019055431A (en) Member joining method
RU2009134105A (en) METHOD AND TOOL FOR RIVETING THICK METAL SHEETS, AND ALSO APPLYING A RIVET TOOL, OR A RIPPING MACHINE, OR A RIPPING DEVICE
WO2011049643A1 (en) Clinch pin fastener
JP5279531B2 (en) Method for caulking and joining metal plates
MY153259A (en) Method for clinching thick metal workpieces and use of a clinching tool
JP2013502550A (en) Punched rivet, method of creating a punched rivet connection, and work piece configuration
Wen et al. Joining different metallic sheets without protrusion by flat hole clinching process
Busse et al. Development of a mechanical joining process for automotive body-in-white production
US20200164424A1 (en) Systems and methods for joining components by riveting
US20120324978A1 (en) Clinch Pin Fastener
US9333590B2 (en) Joined heterogeneous materials and joining method therefor
JP5821121B2 (en) Self-drilling rivet die
JP2005288525A (en) Spot welding method of different kind of metallic member
JP2013202662A (en) Method of caulking and joining metal sheet
JP5213028B2 (en) Method for caulking and joining metal plates
JP6039598B2 (en) Daboca method
He et al. Investigations of join-ability and energy absorption of clinched joints in titanium and aluminum-lithium sheet materials
JP2020029876A (en) Burring fastening method, burring fastening structure and burring punch
JP5765818B2 (en) Method for caulking and joining metal plates
JP7188121B2 (en) Welding equipment
JP2009274119A (en) Method of joining metal sheet by caulking
JP2021109188A (en) Caulking joining method
JP7342894B2 (en) Method for joining metal parts and method for manufacturing joined parts

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20120127

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20130510

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20130521

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130521

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

Ref document number: 5279531

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20130704

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

S111 Request for change of ownership or part of ownership

Free format text: JAPANESE INTERMEDIATE CODE: R313111

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350