JPS583793A - Spot welding method of high tension steel plate - Google Patents

Spot welding method of high tension steel plate

Info

Publication number
JPS583793A
JPS583793A JP10079181A JP10079181A JPS583793A JP S583793 A JPS583793 A JP S583793A JP 10079181 A JP10079181 A JP 10079181A JP 10079181 A JP10079181 A JP 10079181A JP S583793 A JPS583793 A JP S583793A
Authority
JP
Japan
Prior art keywords
strength
spot welding
steel plate
fatigue
current value
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.)
Granted
Application number
JP10079181A
Other languages
Japanese (ja)
Other versions
JPS6011597B2 (en
Inventor
Masatoshi Shinozaki
正利 篠崎
Toshiyuki Kato
俊之 加藤
Toshio Irie
敏夫 入江
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP56100791A priority Critical patent/JPS6011597B2/en
Publication of JPS583793A publication Critical patent/JPS583793A/en
Publication of JPS6011597B2 publication Critical patent/JPS6011597B2/en
Expired legal-status Critical Current

Links

Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K11/00Resistance welding; Severing by resistance heating
    • B23K11/16Resistance welding; Severing by resistance heating taking account of the properties of the material to be welded

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Resistance Welding (AREA)

Abstract

PURPOSE:To elevate fatigue strength of a spot welding joint, by controlling an electrification current in case of spot welding of a high tension steel plate whose C content is <= a specific value, within a specific range exceeding a dust generating threshold current value of its steel plate. CONSTITUTION:A high tension steel plate having <=0.20wt% C and <=35kg/mm.<2> tensile strength is subjected to spot welding between a dust generating threshold value and a current value being by 3KA higher than said value. As a result, a remarkable improvement of fatigue limit is obtained by sacrificing a slight drop of tension shearing strength due to generation of dust. This phenomenon is influenced by the quantity of C of a material, and in case of C >0.20%, the tensile shearing strength drops greatly due to generation of dust, and a drop of static strength cannot be neglected. In this regard, it is also possible to execute temper electrification after the welding electrification process has accomplished.

Description

【発明の詳細な説明】 本発明は高張力鋼板の点溶接方法に係り、特に溶接継手
の疲労強度を改善できる点溶接方法に関、  ) す+−2 自動車車体の軽量化を図るため軟鋼板に代ってより薄い
高張力鋼板が使用されつつあるが、その進展は遅々とし
たものである。その原因としては、銅板の板厚が薄くな
るための剛性の減少や、鋼板の強度が高いことによる成
形性の低下などが挙げられるが、これらの問題点は設計
変更や成形性のすぐれた高張力鋼板の開発などにより解
決されている。高張力鋼板使用の最大難点は点溶接部の
疲労強度が母材の引張強さに比例して向上せず、軟鋼板
のそれと同じ低いレベルにあることである。
[Detailed Description of the Invention] The present invention relates to a spot welding method for high-strength steel plates, and in particular to a spot welding method that can improve the fatigue strength of welded joints. Thinner high-strength steel sheets are being used instead, but progress has been slow. The causes include a decrease in rigidity due to the thinner copper plate, and a decrease in formability due to the high strength of the steel plate. This problem has been resolved through the development of tensile steel plates. The biggest difficulty in using high-strength steel plates is that the fatigue strength of spot welds does not improve in proportion to the tensile strength of the base metal, and is at the same low level as that of mild steel plates.

すなわち、第1図に点溶接部と母材の強度を比較して示
したが、点溶接部の引張剪断強度は母材の引張強さに比
例して高くなるが、107サイクルの繰り返し荷重を受
けた場合の点溶接部の疲労破壊強度は母材の引張強ざに
ほとんど依存せず軟鋼板から引張強さ60]#/lEJ
級の高張力鋼板までほぼ同じ疲労強度となっている。従
って従来使用されてきた軟鋼板に代って、それより薄い
銅板を使用するには多大な不安が残ることになる。
In other words, Fig. 1 shows a comparison of the strength of the spot weld and the base metal, and the tensile shear strength of the spot weld increases in proportion to the tensile strength of the base metal. The fatigue fracture strength of spot welds when subjected to stress is almost independent of the tensile strength of the base material, and the tensile strength of the mild steel plate is 60] #/lEJ
It has almost the same fatigue strength as high-strength steel plates. Therefore, there are great concerns about using a thinner copper plate instead of the conventionally used mild steel plate.

この点を解決する方法として従来提案されている方法は
次の3方法が知られている。
The following three methods have been conventionally proposed to solve this problem.

印 点溶接打点数の増加。Mark: Increased number of spot welding points.

6+1)ナゲツト径の拡大。6+1) Enlargement of nugget diameter.

←) 自動車部品のデザイン変更。←) Design changes for automobile parts.

しかしこれらの方法には次の問題がある。However, these methods have the following problems.

(イ)については、打点数を増すためのスペースがある
場合のみ適用可能であり、また打点数を2倍に増しても
疲労強度は必ずしも2倍にならず、一般にはそれより低
い強度しか得られない。
Regarding (a), it is applicable only when there is space to increase the number of dots, and even if the number of dots is doubled, the fatigue strength does not necessarily double, and generally only a lower strength is obtained. I can't.

(→については、電極を大きくシ、加圧力を強化する必
要があるので、装置的な制約があると同時に、蛸で述べ
たスペース上の制約がある。
(For →, it is necessary to make the electrode larger and strengthen the pressing force, so there are equipment constraints and at the same time there are space constraints as mentioned in the case of octopus.

r+については、従来のデザインを変更することになる
ので、自動車全体の構成上、前献電方法より大きい制約
を受けることになる。
As for r+, since the conventional design is changed, the structure of the entire vehicle is subject to greater restrictions than the previous power supply method.

上記の如く、従来知られている点溶接継手の疲労強炭改
曽方法として抜本的なものがなく、高張力鋼板点溶接継
手の画期的改善方法の出現が要望されていた。
As mentioned above, there is no drastic method for improving the fatigue strength of spot welded joints known in the past, and there has been a demand for a revolutionary improvement method for spot welded joints of high-strength steel plates.

本発明の目的は、上記従来技術の問題を解消し、点溶接
継手の疲労強度を改善てきる高張力鋼板の点溶接方法を
提供するにある。
SUMMARY OF THE INVENTION An object of the present invention is to provide a method for spot welding high-strength steel plates, which solves the problems of the prior art described above and improves the fatigue strength of spot welded joints.

本発明のこの目的は次の2発明によって達成される。This object of the present invention is achieved by the following two inventions.

第1発明の要旨とするところは次のとおりである。すな
わち、C含有量がC120重量%以下であり引張強ざが
35−静置上の高張力銅板の点溶接方法において、前記
点溶接時の通電電流を前記鋼板のチリ発生限界電流値と
それより3KA高い電流値との間に制御する溶接通電工
程を有して成ることを特徴とする高張力鋼板の点溶接方
法である。
The gist of the first invention is as follows. That is, in a spot welding method for high-strength copper plates in which the C content is 120% by weight or less and the tensile strength is 35-1, the current applied during spot welding is calculated from the dust generation limit current value of the steel plate. This is a spot welding method for high-strength steel sheets, characterized by comprising a welding energization step controlled between a 3 KA high current value and a welding energization process.

第2発明の要旨とするところは、第1発明と同一の高張
力鋼板を第1発明と同様な点溶接方法にて溶接後テンパ
ー通電処理をするものである。
The gist of the second invention is to subject the same high-strength steel plate as the first invention to a tempering energization treatment after welding using the same spot welding method as the first invention.

すなわち、本発明はいずれもC含有量がQ20 X以下
の引張強さが35−静置上の高張力鋼板をチリ発生限界
電流値とそれより3KA高い電流値との間において点溶
接することにより、すぐれた疲労強度を有する溶接継手
を得ることができる。
That is, in the present invention, high tensile strength steel plates with a C content of Q20 , a welded joint with excellent fatigue strength can be obtained.

本発明者らは、点溶接条件と継手の疲労強度との関係を
膨大かつ詳細な実験により求めた結果、高張力鋼板の点
溶接において、チリ発生をさせてはならないという従来
の定説をくつがえし、遺産なチリ発生が高張力銅板の点
溶接継手の疲労強度を飛曜的に改善することを見出し、
本発明を得るに至った。
The present inventors determined the relationship between spot welding conditions and joint fatigue strength through extensive and detailed experiments, and as a result, overturned the conventional theory that dust should not be generated in spot welding of high-strength steel plates. We found that the generation of residual dust dramatically improved the fatigue strength of spot-welded joints of high-tensile copper plates.
The present invention has been achieved.

すなわち、本発明で最も重要な構成因子となるのはチリ
発生限界電流値であるが、この値は電極加圧力と通電時
間の画数であす4、かつ材料固有の値である。従って電
極加圧力と通電時間を一定とし、溶接電流を増加してい
けば、その材料によって決まる特定の電流値より高い値
においてチリ発生が始まる。この特定の電流値をチリ発
生限界電流値という。
That is, the most important constituent factor in the present invention is the dust generation limit current value, which is a fraction of the electrode pressurizing force and current application time, and is a value unique to the material. Therefore, if the welding current is increased while keeping the electrode pressure and current application time constant, dust will begin to occur at a value higher than a specific current value determined by the material. This specific current value is called a dust generation limit current value.

かくの如ぎ現象について、本発明者らはC含有量の興な
る引張強さ351#/j以上の0.5〜40■板厚の高
張力銅板を用いて静的強度と疲労強度を長期間にわたっ
て測定し、詳細な検討を加えた。
Regarding this phenomenon, the present inventors used a high tensile strength copper plate with a thickness of 0.5 to 40 cm and a tensile strength of 351 #/j or more due to the C content to increase static strength and fatigue strength. It was measured over a period of time and examined in detail.

すなわち、第1表に示す化学組成と機械的性質を有する
(α+γ)混合組織銅板を使用し、加圧力を1000ζ
および通電時間を29サイクルと一定にして溶接電流を
変えて溶接し、静的引張剪断強度と疲労強度を測定した
That is, a (α+γ) mixed structure copper plate having the chemical composition and mechanical properties shown in Table 1 was used, and a pressing force of 1000ζ was used.
Then, static tensile shear strength and fatigue strength were measured by welding by changing the welding current while keeping the current application time constant at 29 cycles.

第  1  表 その結果をz9■厚銅板については第2図、U冒厚鋼板
については第3図に示した。いずれも縦軸に引張剪断強
度(以下TSSと称する)および107サイクルにおけ
る疲労強度(以下疲労限と称する)をとり、横軸に溶接
電流を示した。@2および第3図においてまずTSSに
注目すると、TSSは溶接電流が高くなるにつれて増加
し、チリ発生限界電流値の直前の溶接電流で最高値Qを
示しており、この点が従来考えられていた最適条件であ
った。さらに電流を高くするとチリ発生が始まりそれに
伴ってTSSはやや減少するが、電流1が増加するにつ
れて再び増加する傾向にある。このような現象はすでに
公知であり、それ故に高張力鋼板の点溶接の最適条件は
、例えば特開昭55〜94466に開示されている如く
チリ発生限界電流値の直前にすべきであるというのが定
説となっている。
Table 1 The results are shown in Figure 2 for the Z9■ thick copper plate and Figure 3 for the U thick steel plate. In each case, the vertical axis shows tensile shear strength (hereinafter referred to as TSS) and fatigue strength at 107 cycles (hereinafter referred to as fatigue limit), and the horizontal axis represents welding current. If we first focus on TSS in Figures @2 and 3, we can see that TSS increases as the welding current becomes higher, and shows the highest value Q at the welding current just before the critical current value for dust generation, which is a point that has not been considered in the past. This was the optimum condition. When the current is further increased, dust begins to be generated and the TSS decreases slightly, but as the current 1 increases, it tends to increase again. Such a phenomenon is already known, and therefore, it is said that the optimum condition for spot welding high-strength steel plates should be just before the critical current value for dust generation, as disclosed in, for example, Japanese Patent Laid-Open No. 55-94466. has become an established theory.

一方、疲労限に注目すれば従来考えられていた最適条件
を含むチリ発生のない溶接電流範囲においては、疲労限
は軟銅板とほぼ同様な100〜200ky/5pot 
li度を示すのに対して、チリを適度に発生させたチリ
発生限界電流値とそれより3kA高い電流値の範囲にお
いては疲労限が飛躍的に向上し、チリ発生のない場合の
約2倍の強度まで疲労限が改善される。溶接電流がチリ
発生限界電流値+3KAよりさらに高くなると疲労限は
低下して、チリ発生のない場合の値に近似してくる。
On the other hand, if we focus on the fatigue limit, in the welding current range without dust generation, which includes the conventionally considered optimal conditions, the fatigue limit is 100 to 200 ky/5pot, which is almost the same as that of an annealed copper plate.
In contrast, in the range of the dust generation limit current value with moderate dust generation and a current value 3kA higher than that, the fatigue limit increases dramatically, and is approximately twice that of the case without dust generation. The fatigue limit is improved to a strength of . When the welding current becomes higher than the dust generation limit current value +3KA, the fatigue limit decreases and approaches the value when no dust occurs.

従ってチリ発生によるTSSのわずかなすなわち約lθ
%程度の低下を犠牲にすれば疲労限の大幅な改善を得る
ことができる。このことは第2図、第3図において全く
同様な結果となっている。なおTSSのバラツキ、およ
び電極チップの損傷が若干増加するが疲労限の改善の効
果に比較すれば無視できる程度である。
Therefore, the TSS due to dust generation is small, that is, about lθ
A significant improvement in fatigue limit can be obtained by sacrificing a decrease of about %. This result is exactly the same in FIGS. 2 and 3. Note that although TSS variations and damage to the electrode tip slightly increase, they are negligible compared to the effect of improving the fatigue limit.

前記の如き疲労限の向上は、従来の定説をくつがえし、
溶接電流をチリ発生限界電流値とそれよt)3KA高い
電流値の範囲内すなわち第2図に示すPの範囲内に制御
することによって始めて可能であり、この全く新しい知
見が本発明の最も重量な構成要素である。
The improvement in fatigue limit as described above overturns the conventional theory,
This is possible only by controlling the welding current within the range of the dust generation limit current value and the 3KA higher current value, that is, within the range of P shown in FIG. It is a component.

本発明者らは、さらに実験を続けた結果、上記の現象は
いかなる材料にも顕著に見られるものではなく、材料の
C含有量に左右されることを新に見出した。すなわちC
含有量がα20%より高い材料に粉いては、チリ発生に
よるTSSの低下(以下△TSSと称する)が大きく、
静的強度の低下が無視できない。その状況を第4図に示
したが、本発明においては、△TSS/TSSの値が2
0!X以下になる場合、すなわちC含有量をα20X以
下になる第4図において斜線で示す範囲に限定した。
As a result of further experiments, the present inventors newly discovered that the above phenomenon is not noticeable in any material, but is dependent on the C content of the material. That is, C
When powdered into materials with a content higher than α20%, the TSS decreases significantly due to dust generation (hereinafter referred to as △TSS).
Decrease in static strength cannot be ignored. The situation is shown in FIG. 4, and in the present invention, the value of △TSS/TSS is 2.
0! The range was limited to the shaded range in FIG. 4 where the C content was less than α20X, that is, the C content was less than α20X.

また、本発明の適用する高張力鋼板の引張強さを351
9/−以上としたのは、自動車等で必要とされる高張力
鋼板としては引張強ざが35kr/−以上が必要である
からである。
In addition, the tensile strength of the high tensile strength steel plate to which the present invention is applied is 351
The reason why the tensile strength is set at 9/- or more is that a high tensile strength steel plate required for automobiles etc. needs to have a tensile strength of 35 kr/- or more.

上記の如<w!1発明によって疲労限の大幅な改善が可
能になったが、テンパー通電を付加することにより本発
明の目的をより有効に達成することができる。すなわち
テンパー通電は点溶接強度、特に静的十字引張強度の改
善方法として公知の方法であるが、第1発明によってチ
リを適度に発生させた溶接通電の後に、テンパー通電を
付加することにより、静的強度の改善を図りながら、疲
労限のより一層の飛躍的向上が可能である。
As above <w! Although the first invention has made it possible to significantly improve the fatigue limit, the object of the present invention can be achieved more effectively by adding tempering current. That is, temper energization is a well-known method for improving spot welding strength, especially static cross tensile strength, but according to the first invention, after welding energization that generates a moderate amount of dust, by adding temper energization, static cross tensile strength can be improved. It is possible to further dramatically improve the fatigue limit while improving the physical strength.

本発明の継手の疲労限改善の理由は明確ではないが次の
如く考えられる。点溶接した場合の溶接部形状と疲労タ
ラツク発生状況を示す模式断面図を第5図および第6図
に示した。第5IIIはチリ発生のない従来の最適条件
で点溶接した場合であり、第6図は本発明により適度の
チリ発生条件で点溶接した場合である。
The reason for the improved fatigue limit of the joint of the present invention is not clear, but it is thought to be as follows. FIGS. 5 and 6 are schematic cross-sectional views showing the shape of the weld and the occurrence of fatigue tack when spot welding is performed. Fig. 5III shows a case where spot welding is carried out under conventional optimal conditions without dust generation, and Fig. 6 shows a case where spot welding is carried out under moderate dust generation conditions according to the present invention.

上下の母材2の中央にナゲツト4、その周囲に斜線で示
した熱彰響郁6が存在し、第6wIにはチリの残部8が
ある。第5図においては疲労クラックIOAはナゲツト
4内を伝播するのに対し、第6図においては疲労クラッ
クIOBが母材2を伝播することから、第6図の本発明
法においては、チリ発生によってプロナボンド部のノツ
チ形状が改善され、コロナボンド部の応力集中が緩和さ
れるためし考えられる。
There is a nugget 4 in the center of the upper and lower base materials 2, and around it there is a nugget 6 indicated by diagonal lines, and there is a dust residue 8 in the 6th wI. In FIG. 5, the fatigue crack IOA propagates within the nugget 4, while in FIG. 6, the fatigue crack IOB propagates through the base material 2. Therefore, in the method of the present invention shown in FIG. This is thought to be because the notch shape of the pronabond part is improved and the stress concentration in the corona bond part is alleviated.

実施例 第2表に示す熱延および冷延嵩張力鋼板を第3表に示す
溶接条件で点溶接を行い、静的強度および疲労強度を測
定し結果を第3表に示した。嬉3表において従来法とは
溶接電流が本発明の限定範囲より少なく、比較法は零発
−の限定範囲より多い。第3表より明らかな如く、本発
明法によって溶接したものは、疲労限は大幅に向上して
おり、静的強度の減少も僅少である。又テンパー通電は
疲労限向上に大きな効果がある。これに対して、従来法
、比較法とも疲労限は本発明法よりはるかに低い。
Examples The hot rolled and cold rolled bulk tensile steel plates shown in Table 2 were spot welded under the welding conditions shown in Table 3, and the static strength and fatigue strength were measured and the results are shown in Table 3. In Table 3, the welding current of the conventional method is less than the limited range of the present invention, and the welding current of the comparative method is greater than the limited range of zero firing. As is clear from Table 3, the fatigue limit of the specimens welded by the method of the present invention is greatly improved, and the static strength decreases only slightly. Furthermore, tempering current has a great effect on improving the fatigue limit. On the other hand, both the conventional method and the comparative method have much lower fatigue limits than the method of the present invention.

上記の実施例からも明らかな如く、本発明法は溶接電流
を3KA以内に制御し゛C適度のチリ発生を伴う条件で
点溶接することにLす、高張力鋼板の強度を有効に利用
できる継手設計が可能となり、自動車業界に貢献すると
ころ多大なものがあり、さらに本発明は自動車に限らず
、点溶接継手の疲労強度が問題となる分野、部品にも広
く適用できる。
As is clear from the above examples, the method of the present invention is a joint that can effectively utilize the strength of high-strength steel plates by controlling the welding current to within 3 KA and performing spot welding under conditions with moderate dust generation. The present invention can be applied not only to automobiles but also to fields and parts where the fatigue strength of spot welded joints is a problem.

【図面の簡単な説明】[Brief explanation of drawings]

81図は引張剪断強度および疲労強度と母材の引張強さ
との関係を示す相関図、第2図および第3図はそれぞれ
2.9−および1.2m厚の鋼板を母材として点溶接し
た際の引張剪断強度および10 サイクルにおける疲労
強度と溶接電流との関係を示す線図、第4図は△TSS
/rssとC含有量との関係を示す線図、隼5図は従来
法による点溶接の溶接部形状と疲労クラック発生状況を
示す模式断面図、第6図は本発明による点溶接の溶接部
形状と疲労クラック発生状況を示す模式断面図である。 2・・・母材     4・・・ナゲツト6・・・熱影
響部  8・・・チリの残部代理人 中 路 武 和 1 図 faO引u 偶0  (Kg/mm”)12図 ;容接電歳(KA) 第3t!1 ン1!接電胤(にA) 第4図 C*fliiC9Q 手続補正書 昭和56年7月228 特許庁長富 島田春樹 岐 1 °11件の表示 5B和!$6 年49許願第100791号2 発明の
1称 3 □lI□、、オ、□ 高張力鋼板0点濤接方繊事件
との関係善許出履人 住 所、兵庫系神戸市中央区北本町過−丁11128号
正9′箋銘称)aS8)川崎製鉄株式会社8 補正の内
容 別紙のとおり 8、補正の内容 (1)明細書第5頁第20行〜第6頁嬉1行の「加圧力
を1000kgおよび通電時間を29サイクルと」を「
加圧力を19m厚鋼板では1000却、1.2I厚鋼板
では400#、および通電時間を2.91厚鋼板では2
9サイクル、1.2 fflX1厚鋼板では16サイク
ルと」に改める。 (2)明細書第13頁第8行にrlo(IOA、10B
)・・・疲労クラック」を加える。 1/土 (2)
Figure 81 is a correlation diagram showing the relationship between tensile shear strength and fatigue strength and the tensile strength of the base metal, and Figures 2 and 3 are spot welded using 2.9- and 1.2-meter thick steel plates as the base metal, respectively. Figure 4 is a diagram showing the relationship between the tensile shear strength at 10 cycles and the fatigue strength at 10 cycles, and the welding current.
A diagram showing the relationship between /rss and C content, Figure 5 is a schematic cross-sectional view showing the weld shape and fatigue crack occurrence status of spot welding by the conventional method, and Figure 6 is a weld part by spot welding according to the present invention. FIG. 3 is a schematic cross-sectional view showing the shape and the state of occurrence of fatigue cracks. 2...Base metal 4...Nugget 6...Heat affected zone 8...Remaining agent of dust (KA) 3rd t! 1 N 1! Connected Seed (Ni A) Figure 4 C*fliiC9Q Procedural Amendment July 1982 228 Japan Patent Office Chotomi Haruki Shimada Ki 1 ° Display of 11 items 5 B sum! $ 6 Patent Application No. 100791, 1999 2 Title 3 of invention 3 □lI□,,o,□ Relation to the high tensile strength steel plate 0-point joint fiber incident - No. 11128 (Section 9' Note name) aS8) Kawasaki Steel Corporation 8 Contents of the amendment As shown in the attached sheet 8, Contents of the amendment (1) "Additional additions" from page 5, line 20 to page 6, line 1 of the specification. ``The pressure is 1000 kg and the energization time is 29 cycles''.
The pressing force is 1000# for 19m thick steel plate, 400# for 1.2I thick steel plate, and the energization time is 2 for 2.91 thick steel plate.
9 cycles, and 16 cycles for 1.2 ffl x 1 thick steel plate. (2) rlo(IOA, 10B) on page 13, line 8 of the specification
)... Add "fatigue crack". 1/Sat (2)

Claims (1)

【特許請求の範囲】 (υ C含有量がじ0重量%以下であり引張強さが35
−静置上の高張力鋼板の点溶接方法において、前記点博
接時の通電電流を前記−板のチリ発生限界電流値とそれ
より3KA高い電流値との間に制御する溶接通電工程を
有して成ることを特徴とする高張力鋼板の点溶接方法。 (2)  C含有量が0.20重量%以下であり引張強
さが35kf/lJ以上の高張力鋼板の点溶接方法にお
いて、前記点清棲時の通電電流を前記鋼板のチリ発生隈
4界電流値とそれよl113KA高い電流値との間
[Claims] (υ C content is 0% by weight or less and tensile strength is 35% by weight)
- A method for spot welding static high-tensile steel plates, including a welding energization step in which the current applied during spot welding is controlled between the -plate dust generation limit current value and a current value 3 KA higher than the -plate dust generation limit current value. A method for spot welding high-strength steel plates, characterized by comprising: (2) In a spot welding method for high-strength steel plates with a C content of 0.20% by weight or less and a tensile strength of 35 kf/lJ or more, the current applied during the point clearing is applied to the four areas where dust occurs on the steel plate. Between the current value and the current value l113KA higher than that
JP56100791A 1981-06-29 1981-06-29 Spot welding method for high-strength steel plates Expired JPS6011597B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56100791A JPS6011597B2 (en) 1981-06-29 1981-06-29 Spot welding method for high-strength steel plates

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56100791A JPS6011597B2 (en) 1981-06-29 1981-06-29 Spot welding method for high-strength steel plates

Publications (2)

Publication Number Publication Date
JPS583793A true JPS583793A (en) 1983-01-10
JPS6011597B2 JPS6011597B2 (en) 1985-03-27

Family

ID=14283253

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56100791A Expired JPS6011597B2 (en) 1981-06-29 1981-06-29 Spot welding method for high-strength steel plates

Country Status (1)

Country Link
JP (1) JPS6011597B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019054116A1 (en) 2017-09-13 2019-03-21 Jfeスチール株式会社 Resistance spot welding method

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6388080U (en) * 1986-11-26 1988-06-08

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
SEATECHNICAL PAPER SERIES=1981 *

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2019054116A1 (en) 2017-09-13 2019-03-21 Jfeスチール株式会社 Resistance spot welding method
KR20200039744A (en) 2017-09-13 2020-04-16 제이에프이 스틸 가부시키가이샤 Resistance spot welding method
US11498150B2 (en) 2017-09-13 2022-11-15 Jfe Steel Corporation Resistance spot welding method

Also Published As

Publication number Publication date
JPS6011597B2 (en) 1985-03-27

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