JPH06122079A - Method for continuously spot-welding sandwiched high damping steel sheet with short interval - Google Patents
Method for continuously spot-welding sandwiched high damping steel sheet with short intervalInfo
- Publication number
- JPH06122079A JPH06122079A JP27261692A JP27261692A JPH06122079A JP H06122079 A JPH06122079 A JP H06122079A JP 27261692 A JP27261692 A JP 27261692A JP 27261692 A JP27261692 A JP 27261692A JP H06122079 A JPH06122079 A JP H06122079A
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- Prior art keywords
- welding
- current value
- energization
- damping steel
- current
- Prior art date
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Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、優れた振動減衰能を有
する熱硬化性樹脂を挟持させたサンドイッチ型制振鋼板
に短距離間隔の連続スポット溶接を行うに際し、溶接欠
陥発生率が低く、溶接安定性に優れるサンドイッチ型制
振鋼板のスポット溶接方法に関するものである。BACKGROUND OF THE INVENTION The present invention has a low welding defect occurrence rate when performing continuous spot welding at short distance intervals on a sandwich type vibration damping steel plate sandwiching a thermosetting resin having excellent vibration damping ability. The present invention relates to a spot welding method for sandwich type vibration-damping steel sheets having excellent welding stability.
【0002】[0002]
【従来の技術】近年、様々の分野で静音性や静粛性への
要求が高まってきており、家庭電機製品、自動車および
建築材料への制振鋼板の適用が積極的に進められてい
る。制振鋼板が広く一般的に利用されるのに伴い、通常
の冷延鋼板と同様に扱えることが重要となってきた。2. Description of the Related Art In recent years, demands for quietness and quietness have been increasing in various fields, and vibration damping steel sheets have been actively applied to household electric appliances, automobiles and building materials. With the widespread use of damping steel sheets, it has become important to be able to handle them like ordinary cold-rolled steel sheets.
【0003】ところが、制振鋼板は電気絶縁体である粘
弾性樹脂が挟みこまれているため、そのままでは、スポ
ット溶接を行うことができない。そこで、樹脂の内部に
金属粒子を分散させることにより、直接スポット溶接可
能な制振鋼板が開発された。制振鋼板の溶接性を向上さ
せるためには、金属粒子の平均粒径や配合量等の制振鋼
板の構成を検討する方法以外に、溶接条件を検討する方
法もある。制振鋼板のスポット溶接方法については数多
くの特許が公知であるが、2段通電法を制振鋼板に適用
した例としては、溶接初期に大電流を短時間流して、高
い溶接継手強度を得るという方法が特開平3-86380号公
報に開示されている。しかしながら溶接初期に大電流を
流した場合、溶接欠陥が発生しやすくなり、必ずしも制
振鋼板のスポット溶接性が向上するわけではない。特
に、制振鋼板を短距離間隔で複数箇所溶接するところの
短距離間隔連続スポット溶接においては、この傾向は顕
著である。However, since the vibration-damping steel plate is sandwiched by viscoelastic resin which is an electric insulator, spot welding cannot be performed as it is. Therefore, a damping steel plate capable of direct spot welding has been developed by dispersing metal particles inside a resin. In order to improve the weldability of the vibration-damping steel plate, there is a method of examining the welding conditions in addition to the method of examining the structure of the vibration-damping steel plate such as the average particle size of the metal particles and the compounding amount. Many patents are known about spot welding methods for damping steel sheets, but as an example of applying the two-step energization method to damping steel sheets, a large current is passed for a short time at the initial stage of welding to obtain high weld joint strength. This method is disclosed in JP-A-3-86380. However, when a large current is applied in the initial stage of welding, welding defects are likely to occur, and the spot weldability of the vibration damping steel plate is not always improved. This tendency is particularly remarkable in short-distance-interval continuous spot welding, in which vibration-damping steel plates are welded at a plurality of places at short-distance intervals.
【0004】[0004]
【発明が解決しようとする課題】実際の製品の加工、組
立工程では、短距離間隔で連続スポット溶接を行うこと
があり、その際、1打点目では溶接欠陥が発生しなかっ
たにもかかわらず、2打点目以降で溶接欠陥が生じるこ
とがある。このとき発生する溶接欠陥としては、制振鋼
板を構成している表皮鋼板が溶接チップの円周に沿って
焼け落ちるいわゆる「円周切れ」と、溶接チップの近傍
の表皮鋼板が溶融、飛散する「表チリ」とがある。いず
れの溶接欠陥も溶接チップの近傍の表皮鋼板が溶融して
いる。溶接欠陥の発生の原因としては、スポット溶接時
に近傍に存在する既溶接点へ溶接電流が分流し、溶接チ
ップの周囲の電流密度が高くなり、表皮鋼板が溶融する
からである。したがって、制振鋼板の短距離間隔の連続
スポット溶接性を向上するためには、スポット溶接過程
の早い段階で、溶接チップ直下の表皮鋼板が直接導通す
ることにより、分流する電流量を減少させることが重要
である。In the actual product processing and assembling processes, continuous spot welding may be performed at short distance intervals, and in this case, no welding defect occurred at the first spot. A welding defect may occur at the second and subsequent hit points. As welding defects that occur at this time, the so-called "circumferential break" in which the skin steel plate forming the damping steel plate burns down along the circumference of the welding tip, and the skin steel sheet near the welding tip melts and scatters. There is "table dust". In any of the welding defects, the skin steel sheet near the welding tip is melted. The cause of the welding defect is that the welding current is shunted to the existing welding points existing in the vicinity during spot welding, the current density around the welding tip becomes high, and the skin steel sheet melts. Therefore, in order to improve the continuous spot weldability of the damping steel plate at a short distance, the skin steel plate immediately below the welding tip is directly conducted at an early stage of the spot welding process to reduce the amount of shunt current. is important.
【0005】溶融粘度の低い熱可塑性樹脂を用いた制振
鋼板では、スポット溶接過程の早い段階で溶接チップ直
下の樹脂を排除できるため、短距離間隔の連続スポット
溶接性は向上するが、その反面、加工性、耐熱性および
耐食性等に劣る。そこで、本発明は加工性、耐熱性およ
び耐食性等に優れる熱硬化性の樹脂を用いた制振鋼板
で、良好な短距離間隔の連続スポット溶接性が得られる
ようなスポット溶接方法を提供することを目的とするも
のである。With a vibration-damping steel sheet using a thermoplastic resin having a low melt viscosity, the resin immediately below the welding tip can be eliminated at an early stage of the spot welding process, so that continuous spot weldability at a short distance is improved, but on the other hand , Inferior in workability, heat resistance and corrosion resistance. Therefore, the present invention provides a spot welding method that can obtain continuous spot weldability at good short distance intervals in a damping steel sheet using a thermosetting resin having excellent workability, heat resistance, corrosion resistance, and the like. The purpose is.
【0006】即ち、特に熱硬化性樹脂を用いた制振鋼板
においては溶接点における樹脂層の排除が困難であり、
その結果、短距離間隔の連続スポット溶接時に既溶接点
へ長時間分流電流がながれるため、特に円周切れが発生
しやすい。そこで、熱硬化性樹脂を用いた制振鋼板にお
いて、良好な短距離間隔の連続スポット溶接性が得られ
るような溶接方法を、検討する必要がある。That is, it is difficult to eliminate the resin layer at the welding point especially in the vibration-damping steel plate using the thermosetting resin.
As a result, a shunt current flows for a long time to the already-welded point during continuous spot welding at short distances, so that circumferential breakage is particularly likely to occur. Therefore, it is necessary to study a welding method that can obtain good continuous spot weldability at a short distance in a damping steel sheet using a thermosetting resin.
【0007】[0007]
【課題を解決するための手段】本発明は、2枚の薄鋼板
の間に、金属粒子を分散させた熱硬化性樹脂を挟持させ
たサンドイッチ型制振鋼板に短距離間隔の連続スポット
溶接を施すに際して、まず溶接初期に小電流を所定の時
間通電し、該熱硬化性樹脂を軟化して溶接チップ下から
排除した後、引続き所定の溶接電流を通電することを特
徴とするサンドイッチ型制振鋼板の短距離間隔連続スポ
ット溶接方法であり、より具体的には、溶接初期の小電
流の予備通電時間を予備通電電流値と本通電電流値の比
に対して下記式を満足し、かつ予備通電電流値と本通電
電流値の比が 0.375以上 0.875以下であるサンドイッチ
型制振鋼板の短距離間隔連続スポット溶接方法である。SUMMARY OF THE INVENTION According to the present invention, continuous spot welding at a short distance is performed on a sandwich type vibration damping steel plate in which a thermosetting resin having metal particles dispersed is sandwiched between two thin steel plates. At the time of application, first, a small current is applied for a predetermined time at the initial stage of welding, the thermosetting resin is softened to be removed from under the welding tip, and then a predetermined welding current is applied, which is characterized by sandwich type vibration damping. This is a short spot distance continuous spot welding method for steel sheets.More specifically, the preliminary energization time of a small current at the initial stage of welding satisfies the following equation for the ratio of the preliminary energization current value and the main energization current value, and This is a continuous spot welding method for short distance intervals of sandwich type damping steel sheets, in which the ratio of the energizing current value to the main energizing current value is 0.375 or more and 0.875 or less.
【0008】予備通電時間 (sec)≧−0.16×(予備通電
電流値/本通電電流値)+0.18Preliminary energizing time (sec) ≧ −0.16 × (preliminary energizing current value / main energizing current value) +0.18
【0009】[0009]
【作用】本発明では、制振鋼板の板厚に応じた所定の溶
接電流を所定時間通電する(以下、これを本通電とす
る)前に、前述の溶接電流未満の小電流を適切な時間通
電する(以下、これを予備通電とする)いわゆる2段通
電法を適用することにより、制振鋼板の芯材である熱硬
化性樹脂を軟化して、溶接チップ下から排除した後、2
枚の制振鋼板をスポット溶接するので、短距離間隔の連
続スポット溶接における溶接欠陥の発生が減少する。According to the present invention, before a predetermined welding current corresponding to the thickness of the damping steel plate is passed for a predetermined time (hereinafter, this is referred to as main conduction), a small current less than the above-mentioned welding current is applied for an appropriate time. By applying a so-called two-step energization method of energizing (hereinafter referred to as preliminary energizing), the thermosetting resin that is the core material of the damping steel plate is softened and removed from under the welding tip, and then 2
Since spot-damped steel sheets are spot-welded, the occurrence of welding defects in continuous spot welding with a short distance is reduced.
【0010】2段通電の通電パターンの模式図を図1に
示す。予備通電の電流値としては、予備通電の電流値と
本通電の電流値の比から決められ、その比が 0.375以上
0.875以下が適当である。 0.375未満の電流では、チッ
プ直下の樹脂の排除が進行せず、 0.875超の電流では、
予備通電の初期過程で制振鋼板に過大な電圧が印加され
るので、溶接欠陥が生じる。また、予備通電の通電時間
は、所定電流を通電した時に、チップ直下の樹脂を排除
するのに必要な時間よりも長ければ良く、予備通電の電
流が小さくなるほど、必要な通電時間は長くなる。具体
的には、 予備通電時間 (sec)≧−0.16×(予備通電電流値/本通
電電流値)+0.18 である。予備通電の通電時間が必要以上に長くても、制
振鋼板の短距離間隔の連続スポット溶接性上とくに問題
は無いが、作業性やコスト上好ましくない。FIG. 1 shows a schematic diagram of an energization pattern of two-step energization. The current value for pre-energization is determined by the ratio of the current value for pre-energization and the current value for main energization, and the ratio is 0.375 or more.
0.875 or less is suitable. At a current of less than 0.375, the removal of the resin directly under the chip does not proceed, and at a current of more than 0.875,
Since an excessive voltage is applied to the damping steel plate in the initial stage of pre-energization, welding defects occur. Further, the energization time of the pre-energization may be longer than the time required to remove the resin immediately under the chip when the predetermined current is energized, and the smaller the pre-energization current is, the longer the energization time required. Specifically, the preliminary energizing time (sec) ≧ −0.16 × (preliminary energizing current value / main energizing current value) +0.18. Even if the energization time of the pre-energization is longer than necessary, there is no particular problem in continuous spot weldability of the vibration-damping steel plate at a short distance, but it is not preferable in terms of workability and cost.
【0011】また本発明は、連続スポット溶接(同一鋼
板で複数個所スポット溶接を行う)において、溶接点間
隔が100mm 以下の場合に好適に適用される。また本発明
のサンドイッチ型制振鋼板に用いられる熱硬化性樹脂
は、特に限定されないが、例えば熱硬化性ポリエステル
樹脂、エポキシ樹脂、ポリウレタン樹脂、アクリル樹脂
等が例示され、本発明は飽和ポリエステル樹脂とイソシ
アネート系硬化剤よりなる熱硬化性ポリエステル樹脂を
用いたサンドイッチ型制振鋼板に、より好適に適用され
る。Further, the present invention is preferably applied to continuous spot welding (where the same steel plate is spot-welded at a plurality of places) when the welding point interval is 100 mm or less. The thermosetting resin used in the sandwich type vibration-damping steel sheet of the present invention is not particularly limited, but examples thereof include thermosetting polyester resin, epoxy resin, polyurethane resin, acrylic resin, and the like, and the present invention is a saturated polyester resin. It is more suitably applied to a sandwich type vibration damping steel plate using a thermosetting polyester resin composed of an isocyanate curing agent.
【0012】次に本発明を実施例に基づいてより詳細に
説明する。Next, the present invention will be described in more detail based on examples.
【0013】[0013]
【実施例】板厚0.3mm,0.4mm,0.5mm,0.6mm の等厚の冷延
鋼板2枚に、金属粒子を配合させた樹脂を塗工した後、
誘導加熱ロールで貼り合わせて制振鋼板を作製した。樹
脂は、主剤である飽和ポリエステル樹脂100 重量部に対
して、硬化剤である3官能のポリイソシアネートを4
部、配合した。樹脂厚は、35μmである。金属粒子は平
均粒径が65μmのNi粉を用い、樹脂に対して1vol%配合
した。[Examples] Two cold-rolled steel sheets of equal thickness 0.3 mm, 0.4 mm, 0.5 mm, and 0.6 mm were coated with a resin containing metal particles,
A vibration-damping steel plate was produced by laminating with an induction heating roll. The resin is based on 100 parts by weight of the main component, saturated polyester resin, and 4 parts of trifunctional polyisocyanate, which is a curing agent.
Parts, compounded. The resin thickness is 35 μm. As the metal particles, Ni powder having an average particle diameter of 65 μm was used, and was mixed with the resin in an amount of 1 vol%.
【0014】溶接チップ形状は、先端径5mmのコンフラ
ット型を用いた。溶接時の加圧力は制振鋼板の総板厚が
0.6mmの場合160kgf、 0.8mmの場合180kgf、 1.0mmの場
合220kgf、 1.2mmの場合270kgfとした。本通電の電流お
よび通電時間をそれぞれ、 0.6mmの場合7kAで 0.14se
c、 0.8mmの場合8kAで 0.16sec、 1.0mmの場合9kAで
0.20sec、 1.2mmの場合10kAで 0.24secに固定し、予備
通電の電流と通電時間を変えた。溶接継手は同じ制振鋼
板同士である。As the welding tip shape, a conflat type having a tip diameter of 5 mm was used. The pressure applied during welding depends on the total thickness of the damping steel plate.
In the case of 0.6 mm, 160 kgf, in 0.8 mm, 180 kgf, in 1.0 mm, 220 kgf, and in 1.2 mm, 270 kgf. When the current and the duration of the main energization are 0.6 mm, 0.14se at 7 kA
c, 0.8mm, 8kA, 0.16sec, 1.0mm, 9kA
In the case of 0.20sec and 1.2mm, it was fixed at 0.24sec at 10kA, and the pre-current and current were changed. The welded joint is the same damping steel plate.
【0015】前記の諸条件に基づき、2枚の制振鋼板を
15mm間隔で連続スポット溶接したときの、「円周切れ」
や「表チリ」等の溶接欠陥の発生率を表1〜4に示す。
また、これらをまとめて図2に示す。なお、溶接欠陥発
生率は、制振鋼板を15mmピッチ連続スポット溶接を行っ
た際の、前記円周切れおよび表チリの発生の有無を調査
し、いずれかの欠陥が発生した打点数が全打点数に占め
る割合を百分率で示した。制振鋼板の総板厚が 0.8mm
(表2)の場合、従来の溶接方法(予備通電無し)では
60%の溶接欠陥が生じたが、予備通電の電流と通電時間
が4kA、 0.14secであるところの2段通電を適用するこ
とにより、連続スポット溶接時の溶接欠陥発生率が0%
になった。また、予備通電の電流が4kAであっても通電
時間が 0.08secと短い場合、溶接欠陥発生率は35%であ
り、予備通電の段階でチップ直下の樹脂を排除すること
が、短距離間隔の連続スポット溶接性を向上するために
重要である。すなわち、図2より、予備通電時間は下記
式、 予備通電時間 (sec)≧−0.16×(予備通電電流値/本通
電電流値)+0.18 を満足することが望ましいことがわかる。Based on the above conditions, two damping steel plates were
"Circle break" when continuous spot welding is performed at 15 mm intervals
The occurrence rates of welding defects such as “Table dust” and the like are shown in Tables 1 to 4.
Moreover, these are collectively shown in FIG. In addition, the welding defect occurrence rate, when performing the 15 mm pitch continuous spot welding of the vibration-damping steel plate, the presence or absence of the circumferential breakage and the occurrence of surface dust was investigated, and the total number of points where any defect occurred was determined. The percentage of the score is shown as a percentage. Total thickness of damping steel plate is 0.8mm
In case of (Table 2), the conventional welding method (without pre-energization)
Although 60% of welding defects were generated, the application rate of pre-energization and the two-stage energization where the energization time was 4 kA and 0.14 sec resulted in a welding defect occurrence rate of 0% during continuous spot welding.
Became. Even if the pre-energization current is 4 kA, if the energization time is as short as 0.08 sec, the welding defect occurrence rate is 35%, and it is possible to remove the resin directly under the chip during the pre-energization at short distance intervals. It is important to improve continuous spot weldability. That is, it is understood from FIG. 2 that it is desirable that the preliminary energization time satisfies the following formula: preliminary energization time (sec) ≧ −0.16 × (preliminary energization current value / main energization current value) +0.18.
【0016】また予備通電電流値と本通電電流値の比は
0.375以上 0.875以下の範囲が望ましい。2段通電を制
振鋼板に適用した公知の特開平3-86380号公報での実施
例と同一の条件、即ち予備通電の電流と通電時間がそれ
ぞれ9kAと2サイクル (0.04sec)の条件で、本通電は8
kAと8サイクルの条件で、15mm間隔連続スポット溶接を
行った場合(表2)、溶接欠陥の発生率は55%と高く、
良好な溶接性が得られなかった。予備通電の電流を同一
にし、通電時間を4サイクル (0.08sec)に延長した場合
も、溶接欠陥の発生率は高く、本発明で得られる効果
は、公知の特開平3-86380号公報の場合と異なる。The ratio between the preliminary energizing current value and the main energizing current value is
The range of 0.375 or more and 0.875 or less is desirable. Under the same conditions as the example in the known Japanese Patent Application Laid-Open No. 3-86380 in which the two-step energization is applied to the damping steel plate, that is, the pre-energization current and energization time are 9 kA and 2 cycles (0.04 sec), respectively. Main energization is 8
When continuous spot welding with 15 mm intervals was performed under conditions of kA and 8 cycles (Table 2), the incidence of welding defects was as high as 55%,
Good weldability was not obtained. Even when the pre-energization current is the same and the energization time is extended to 4 cycles (0.08 sec), the occurrence rate of welding defects is high, and the effect obtained by the present invention is the same as in the case of the known Japanese Patent Laid-Open No. 3-86380. Different from
【0017】[0017]
【表1】 [Table 1]
【0018】[0018]
【表2】 [Table 2]
【0019】[0019]
【表3】 [Table 3]
【0020】[0020]
【表4】 [Table 4]
【0021】[0021]
【発明の効果】本発明は、加工性、耐熱性および耐食性
等に優れる反面、溶接性に劣る熱硬化性の樹脂を用いた
制振鋼板に、溶接初期に小電流を所定時間通電した後、
所定の溶接電流を通電する2段通電法を採用することに
よって、短距離間隔の連続スポット溶接を可能とした。INDUSTRIAL APPLICABILITY The present invention has excellent workability, heat resistance, corrosion resistance and the like, but on the other hand, after applying a small current for a predetermined time at the initial stage of welding to a damping steel sheet using a thermosetting resin having poor weldability,
By adopting the two-step energization method in which a predetermined welding current is applied, it is possible to perform continuous spot welding with a short distance.
【図1】本発明の2段通電における通電パターンを示す
模式図である。FIG. 1 is a schematic diagram showing an energization pattern in two-step energization according to the present invention.
【図2】予備通電電流値/本通電電流値と予備通電時間
が溶接欠陥発生に及ぼす影響を示すグラフである。 A : 予備通電における通電時間 B : 予備通電における電流 C : 本通電における通電時間 D : 本通電における電流FIG. 2 is a graph showing the effects of preliminary energization current value / main energization current value and preliminary energization time on occurrence of welding defects. A: Energization time in pre-energization B: Current in pre-energization C: Energization time in main energization D: Current in main energization
───────────────────────────────────────────────────── フロントページの続き (72)発明者 向原 文典 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社技術研究本部内 (72)発明者 伊沢 正純 千葉県千葉市中央区川崎町1番地 川崎製 鉄株式会社技術研究本部内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Fuminori Mukaihara, 1 Kawasaki-cho, Chuo-ku, Chiba, Chiba Prefecture Technical Research Division, Kawasaki Steel Co., Ltd. (72) Masazumi Izawa, 1 Kawasaki-cho, Chuo-ku, Chiba Kawasaki Steel Corporation Technical Research Division
Claims (2)
せた熱硬化性樹脂を挟持させたサンドイッチ型制振鋼板
に短距離間隔の連続スポット溶接を施すに際して、まず
溶接初期に小電流を所定の時間予備通電し、該熱硬化性
樹脂を軟化して溶接チップ下から排除した後、引続き所
定の溶接電流を本通電することを特徴とするサンドイッ
チ型制振鋼板の短距離間隔連続スポット溶接方法。1. When performing continuous spot welding at short distance intervals on a sandwich-type vibration-damping steel plate in which a thermosetting resin in which metal particles are dispersed is sandwiched between two thin steel plates, first a small initial Pre-energizing the current for a predetermined time, after softening the thermosetting resin to eliminate it from under the welding tip, then continuously apply a predetermined welding current to the sandwich type vibration damping steel plate for a short distance. Spot welding method.
通電電流値と本通電電流値の比に対して下記式を満足
し、かつ予備通電電流値と本通電電流値の比が0.375以
上 0.875以下であることを特徴とする請求項1記載のサ
ンドイッチ型制振鋼板の短距離間隔連続スポット溶接方
法。 予備通電時間 (sec)≧−0.16×(予備通電電流値/本通
電電流値)+0.182. The preliminary energization time of a small current at the initial stage of welding satisfies the following expression with respect to the ratio of the preliminary energization current value and the main energization current value, and the ratio of the preliminary energization current value and the main energization current value is 0.375 or more. The method of continuous spot welding of short distance intervals of sandwich type vibration damping steel plate according to claim 1, wherein the method is 0.875 or less. Pre-energization time (sec) ≥ -0.16 x (preliminary energizing current value / main energizing current value) + 0.18
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27261692A JPH06122079A (en) | 1992-10-12 | 1992-10-12 | Method for continuously spot-welding sandwiched high damping steel sheet with short interval |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP27261692A JPH06122079A (en) | 1992-10-12 | 1992-10-12 | Method for continuously spot-welding sandwiched high damping steel sheet with short interval |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06122079A true JPH06122079A (en) | 1994-05-06 |
Family
ID=17516419
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP27261692A Pending JPH06122079A (en) | 1992-10-12 | 1992-10-12 | Method for continuously spot-welding sandwiched high damping steel sheet with short interval |
Country Status (1)
Country | Link |
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JP (1) | JPH06122079A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012036070A1 (en) * | 2010-09-13 | 2012-03-22 | 株式会社神戸製鋼所 | Method for joining differing materials |
-
1992
- 1992-10-12 JP JP27261692A patent/JPH06122079A/en active Pending
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012036070A1 (en) * | 2010-09-13 | 2012-03-22 | 株式会社神戸製鋼所 | Method for joining differing materials |
JP2012055962A (en) * | 2010-09-13 | 2012-03-22 | Kobe Steel Ltd | Method for joining dissimilar material |
KR101419191B1 (en) * | 2010-09-13 | 2014-07-11 | 가부시키가이샤 고베 세이코쇼 | Method for joining differing materials |
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