JP5388342B2 - Lap welding method of steel strip - Google Patents

Lap welding method of steel strip Download PDF

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JP5388342B2
JP5388342B2 JP2009158307A JP2009158307A JP5388342B2 JP 5388342 B2 JP5388342 B2 JP 5388342B2 JP 2009158307 A JP2009158307 A JP 2009158307A JP 2009158307 A JP2009158307 A JP 2009158307A JP 5388342 B2 JP5388342 B2 JP 5388342B2
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JP2011011238A (en
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栄治 鷺
治 内畠
和弘 山田
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Nippon Steel Nisshin Co Ltd
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本発明は、複数の鋼帯を順次重ね溶接して接続する鋼帯の重ね溶接方法に関する。   TECHNICAL FIELD The present invention relates to a steel strip lap welding method in which a plurality of steel strips are sequentially overlap welded.

鋼帯の加工などを行う場合、複数の鋼帯を順次溶接して接続し、連続的に処理することが多い。たとえば、圧延、焼鈍酸洗、電解脱脂、めっきなどで、複数の鋼帯が連続処理されている。鋼帯同士を接続する溶接では、鋼種および板厚に応じて、溶接方法が適宜選択される。板厚が比較的薄い鋼帯の場合、スポット溶接またはシーム溶接などの重ね溶接が用いられることが多い。   When processing steel strips, etc., it is often the case that a plurality of steel strips are sequentially welded and connected to be continuously processed. For example, a plurality of steel strips are continuously processed by rolling, annealing pickling, electrolytic degreasing, plating, and the like. In welding for connecting steel strips, a welding method is appropriately selected according to the steel type and plate thickness. In the case of a steel strip having a relatively thin plate thickness, lap welding such as spot welding or seam welding is often used.

図4は、従来複数の鋼帯の連続処理に用いられている設備の入側の構成を例示する。複数の鋼帯1を連続処理する設備の入側には、払出機2、デフレクターロール3、レベラー4、せん断機5、重ね溶接機6が備わる。払出機2は、コイル状に巻かれている鋼帯1をほどいて矢符7方向に連続処理設備内へ装入する。レベラー4で巻き癖を矯正された鋼帯1は、必要に応じて所望の位置でせん断され、先行鋼帯1aの尾端部と後行鋼帯1bの先端部とで重ね継手を形成する。ここでは、重ね溶接機の一種であるスポット溶接機6が用いられる場合を例示する。先行鋼帯1aと後行鋼帯1bとで形成される重ね継手8がスポット溶接される。   FIG. 4 illustrates the configuration on the entry side of equipment conventionally used for continuous processing of a plurality of steel strips. On the entry side of the facility for continuously treating a plurality of steel strips 1, a dispenser 2, a deflector roll 3, a leveler 4, a shearing machine 5, and a lap welder 6 are provided. The dispenser 2 unwinds the steel strip 1 wound in a coil shape and inserts it into the continuous processing facility in the direction of the arrow 7. The steel strip 1 whose curl has been corrected by the leveler 4 is sheared at a desired position as necessary, and a lap joint is formed by the tail end portion of the preceding steel strip 1a and the tip portion of the succeeding steel strip 1b. Here, the case where the spot welder 6 which is a kind of lap welder is used is illustrated. The lap joint 8 formed by the preceding steel strip 1a and the succeeding steel strip 1b is spot welded.

図5は、図4に示すスポット溶接機6による溶接部の状態を示す。重ね継手8をスポット溶接機6の電極9で挟んで加圧し、不図示の電源から電極9を介して通電する。通電による抵抗発熱で鋼帯同士の重ね継手の内部が溶融してナゲット10が形成される。ただし、重ね継手8での重ね代はたとえば200mm程度となるのに対して、電極9の径は25mm程度であり、図では重ね代が電極9に対して短く表示されている。また、スポット溶接機6には複数の電極9が間隔をあけて配置されており、複数箇所のスポット溶接が同時に行われる。   FIG. 5 shows a state of a welded portion by the spot welder 6 shown in FIG. The lap joint 8 is sandwiched between the electrodes 9 of the spot welder 6 and pressurized, and electricity is supplied from the power source (not shown) through the electrodes 9. The nugget 10 is formed by melting the inside of the lap joint between the steel strips by resistance heating due to energization. However, the overlap allowance at the lap joint 8 is about 200 mm, for example, whereas the diameter of the electrode 9 is about 25 mm, and the overlap allowance is displayed shorter than the electrode 9 in the figure. In addition, a plurality of electrodes 9 are arranged at intervals in the spot welder 6, and a plurality of spot welds are simultaneously performed.

図6は、スポット溶接部の破断の状態を示す。ナゲット10に割れ等の無い健全な溶接部が引張せん断応力を受けると、ナゲット10周辺の熱影響部(HAZ)または母材で破断する。この破断の状態をプラグ破断と呼ぶ。プラグ破断の場合、スポット溶接された継手部の強度は、溶接されている鋼帯の板厚の影響を大きく受ける。たとえば、JIS規格鋼種SK5のスポット溶接部におけるナゲット1個あたりの破断強度は、板厚が2.90mm同士では34.3kN程度が得られるのに対して、板厚が0.40mm同士では4.9kN程度にまで低下する。   FIG. 6 shows the fracture state of the spot weld. When a healthy weld without cracks in the nugget 10 is subjected to tensile shear stress, the nugget 10 breaks at the heat affected zone (HAZ) around the nugget 10 or the base material. This rupture state is called plug rupture. In the case of plug rupture, the strength of the spot welded joint is greatly affected by the thickness of the steel strip being welded. For example, the breaking strength per nugget in a spot welded part of JIS standard steel grade SK5 is about 34.3 kN when the plate thickness is 2.90 mm, whereas it is 4.3 when the plate thickness is 0.40 mm. It drops to about 9kN.

鋼帯同士のスポット溶接部は、連続処理設備に設けられる搬送ロールを周回するごとに繰返し曲げ応力を受ける。この繰返し曲げ応力による溶接部の破断を防止するために、板厚が薄い鋼帯同士の溶接部である場合、連続処理設備で鋼帯に負荷するライン張力を低く設定する。しかし、板厚が厚い鋼帯と薄い鋼帯とがスポット溶接で接続されると、ライン張力を板厚が厚い方の鋼帯に合わせて設定しなければならない場合がある。また、設備での処理の性質上、ライン張力を一定値以下に下げることができない場合もある。このような場合、板厚が薄い鋼帯の溶接部の強度が不足し、連続処理設備内で破断することがある。さらに、板厚が薄い鋼帯の溶接では、急熱急冷サイクルで溶接部が焼入れ硬化することがある。焼入れ硬化すると、ナゲットおよびHAZと母材部とで機械的性質の相違が大きくなり、破断し易くなる。   Spot welds between steel strips are repeatedly subjected to bending stress each time they circulate a transport roll provided in a continuous processing facility. In order to prevent breakage of the welded part due to this repeated bending stress, in the case of a welded part between steel strips having a thin plate thickness, the line tension applied to the steel strip by the continuous processing equipment is set low. However, when a steel strip having a large thickness is connected to a thin steel strip by spot welding, the line tension may have to be set in accordance with the steel strip having a larger thickness. In addition, the line tension may not be lowered below a certain value due to the nature of processing in the facility. In such a case, the strength of the welded portion of the steel strip having a thin plate thickness may be insufficient, and the steel strip may break in the continuous processing facility. Furthermore, in the welding of a steel strip with a thin plate thickness, the weld may be hardened and hardened in a rapid heating and quenching cycle. When quenched and hardened, the difference in mechanical properties between the nugget and HAZ and the base material portion becomes large, and breakage easily occurs.

このようなスポット溶接部の強度を改善する一つの方法として、重ね継手に本通電してナゲットを形成した後、本通電よりも小さい電流で後熱処理通電、いわゆるテンパ通電を行って溶接部を焼戻すことが行われている(特許文献1参照)。しかし、鋼帯の板厚が薄いと溶接部の質量が少ないので、テンパ通電を行ったとしても、溶接部を緩冷却することができず、焼戻し効果の得られないことが多い。   One method for improving the strength of such spot welds is to form a nugget by main energization of the lap joint, and then perform post-heat treatment energization, so-called temper energization, at a current smaller than the main energization to burn the weld. Returning is performed (see Patent Document 1). However, if the thickness of the steel strip is thin, the mass of the welded portion is small, so even if tempering is performed, the welded portion cannot be slowly cooled and the tempering effect is often not obtained.

特開2008−229720号公報JP 2008-229720 A

重ね溶接部の強度が不足して連続処理設備の中で破断すると、設備内を鋼帯が再度連続通板できるように、復旧作業を行わなければならない。復旧作業では、先行鋼帯を出側の巻取機で全て巻取り、後行鋼帯を払出機で逆方向に全て巻取った後、連続処理設備の中にスレッディング材を通し、そのスレッディング材に後行鋼帯を接続して連続処理設備に装入する。この復旧作業は、長時間を要するので能率を低下させる。したがって、能率低下を回避するために、板厚が薄い鋼帯で形成される重ね溶接部の強度を向上し、溶接部の破断を防止することが望まれている。   If the strength of the lap weld is insufficient and breaks in the continuous processing equipment, restoration work must be performed so that the steel strip can be continuously passed through the equipment again. In the restoration work, all the preceding steel strip is wound with the take-up winder, all the subsequent steel strip is wound in the reverse direction with the unwinder, and the threading material is passed through the continuous processing equipment. A trailing steel strip is connected to and charged into a continuous processing facility. This recovery operation takes a long time and reduces efficiency. Therefore, in order to avoid a reduction in efficiency, it is desired to improve the strength of the lap weld formed by a steel strip having a thin plate thickness and prevent the weld from being broken.

本発明の目的は、鋼帯の板厚が薄い場合、鋼帯同士を重ね溶接して得られる溶接部の強度を向上することができる鋼帯の重ね溶接方法を提供することである。   The objective of this invention is providing the lap welding method of the steel strip which can improve the intensity | strength of the welding part obtained by lap welding of steel strips, when the plate | board thickness of a steel strip is thin.

本発明は、複数の鋼帯を順次重ね溶接して接続する鋼帯の重ね溶接方法において、
先行鋼帯および後行鋼帯の少なくともいずれか一方が予め定める板厚以下である場合、先行鋼帯と後行鋼帯とで形成される重ね継手の予め定める板厚以下の鋼帯の側に、予め定める厚さ以上の鋼板を当てて重ね溶接することを特徴とする鋼帯の重ね溶接方法である。
The present invention is a steel strip lap welding method in which a plurality of steel strips are sequentially welded and connected,
When at least one of the preceding steel strip and the following steel strip is equal to or less than a predetermined plate thickness, the steel strip having a predetermined thickness or less of the lap joint formed by the preceding steel strip and the following steel strip The steel strip lap welding method is characterized in that lap welding is performed by applying a steel plate having a predetermined thickness or more.

本発明によれば、先行鋼帯および後行鋼帯の少なくともいずれか一方が予め定める板厚以下である場合、予め定める板厚以下の鋼帯の側に、予め定める厚さ以上の鋼板を当てて重ね溶接する。このことで、予め定める板厚以下の鋼帯の側では、鋼帯の板厚に鋼板の厚さを加えた領域に溶接部が形成されるので、溶接部の強度を向上することができる。 According to the present invention, when at least one of the preceding steel strip and the following steel strip is equal to or less than a predetermined plate thickness, a steel plate having a predetermined thickness or more is applied to the side of the steel strip equal to or less than the predetermined plate thickness. And lap welding. Thus, on the side of the steel strip that is equal to or less than the predetermined plate thickness, the welded portion is formed in a region obtained by adding the thickness of the steel plate to the plate thickness of the steel strip, so that the strength of the welded portion can be improved.

図1は、本発明の実施の1つの形態である鋼帯11の重ね溶接方法を示す図である。FIG. 1 is a diagram showing a lap welding method for a steel strip 11 according to one embodiment of the present invention. 図2は、本発明の実施のもう1つの形態である鋼帯21の重ね溶接方法を示す図である。FIG. 2 is a diagram showing a lap welding method for a steel strip 21 according to another embodiment of the present invention. 図3は、本発明の実施のさらにもう1つの形態である鋼帯31の重ね溶接方法を示す図である。FIG. 3 is a diagram showing a lap welding method for a steel strip 31 according to still another embodiment of the present invention. 図4は、従来複数の鋼帯の連続処理に用いられている設備の入側の構成を例示する図である。FIG. 4 is a diagram illustrating the configuration of the entrance side of equipment conventionally used for continuous processing of a plurality of steel strips. 図5は、図4に示すスポット溶接機による溶接部の状態を示す図である。FIG. 5 is a view showing a state of a welded portion by the spot welder shown in FIG. 図6は、スポット溶接部の破断の状態を示す断面図である。FIG. 6 is a cross-sectional view showing a fracture state of the spot weld.

図1は、本発明の実施の1つの形態である鋼帯11の重ね溶接方法を示す。本実施形態の鋼帯11の重ね溶接方法は、複数の鋼帯11を順次重ね溶接して接続することに用いられる。ここでは、重ね溶接としてスポット溶接を用いる場合について例示する。重ね溶接方法は、先行鋼帯11aが予め定める板厚以下である場合、先行鋼帯11aと後行鋼帯11bとで形成される重ね継手12の先行鋼帯11aの側に、予め定める板厚以上の鋼板13を当ててスポット溶接することを特徴とする。   FIG. 1 shows a lap welding method for a steel strip 11 according to one embodiment of the present invention. The lap welding method of the steel strip 11 of this embodiment is used for connecting a plurality of steel strips 11 by sequentially lap welding. Here, the case where spot welding is used as lap welding will be exemplified. In the lap welding method, when the preceding steel strip 11a is equal to or less than a predetermined thickness, a predetermined thickness is provided on the preceding steel strip 11a side of the lap joint 12 formed by the preceding steel strip 11a and the succeeding steel strip 11b. Spot welding is performed by applying the steel plate 13 described above.

図1は、本発明の実施の1つの形態である鋼帯11の重ね溶接方法を示す。本実施形態の鋼帯11の重ね溶接方法は、複数の鋼帯11を順次重ね溶接して接続することに用いられる。ここでは、重ね溶接としてスポット溶接を用いる場合について例示する。重ね溶接方法は、先行鋼帯11aが予め定める板厚以下である場合、先行鋼帯11aと後行鋼帯11bとで形成される重ね継手12の先行鋼帯11aの側に、予め定める厚さ以上の鋼板13を当ててスポット溶接することを特徴とする。 FIG. 1 shows a lap welding method for a steel strip 11 according to one embodiment of the present invention. The lap welding method of the steel strip 11 of this embodiment is used for connecting a plurality of steel strips 11 by sequentially lap welding. Here, the case where spot welding is used as lap welding will be exemplified. Lap welding method, when the preceding steel strip 11a is plate thickness less the predetermined, on the side of the preceding steel strip 11a of lap joint 12 formed in the preceding steel strip 11a and the succeeding steel strip 11b, the thickness of predetermined Spot welding is performed by applying the steel plate 13 described above.

なお、この板厚0.4mmは、鋼帯11の全体についての公称板厚とする。重ね継手12を形成する先行鋼帯11aの尾端部や後行鋼帯11bの先端部などの端部では板厚の変動が大きくなるので、有効数字を勘案すると、実際の板厚は0.35mm〜0.45mmの範囲であると推定される。   The plate thickness of 0.4 mm is the nominal plate thickness for the entire steel strip 11. Since fluctuations in the plate thickness increase at the end of the leading steel strip 11a and the tip of the trailing steel strip 11b forming the lap joint 12, the actual plate thickness is 0. It is estimated to be in the range of 35 mm to 0.45 mm.

本実施形態では、先行鋼帯11aの板厚が0.4mm、後行鋼帯11bの板厚が1.0mmの重ね継手12について例示する。なお、図1では、電極径に対する鋼帯の板厚を若干誇張して示す。また、電極径に対する重ね継手12の重ね代は、相対的に短くして示す。以下の図についても同様である。板厚が0.4mmの先行鋼帯11aに当てる鋼板13(以下、当て板と呼ぶ)には、たとえば厚さ1.0mmを用いる。厚さが1.0mm、0.4mmおよび1.0mmの3枚からなる重ね継手12を、電極9で挟んで加圧し通電する。このスポット溶接で、ナゲット14は、先行鋼帯11aから後行鋼帯11bと当て板13とに及ぶように形成される。このように形成されるナゲット14を有するスポット溶接継手の引張せん断試験を行うと、先行鋼帯11aと当て板13または先行鋼帯11aと後行鋼帯11bとにかけて形成されるナゲット14周辺のHAZまたは母材部でプラグ破断する。HAZまたは母材のいずれでプラグ破断する場合でも、ナゲット14周辺の破断部の厚さは、0.4mmと1.0mmとを加算した1.4mmとなる。したがって、板厚0.4mmの先行鋼帯と板厚1.0mmの後行鋼帯との2枚重ねでスポット溶接される場合、ナゲット周辺の破断部の厚さが0.4mmとなるのに比べて、溶接部の強度が向上する。   In this embodiment, the lap joint 12 in which the plate thickness of the preceding steel strip 11a is 0.4 mm and the plate thickness of the trailing steel strip 11b is 1.0 mm is illustrated. In FIG. 1, the thickness of the steel strip with respect to the electrode diameter is slightly exaggerated. Moreover, the overlap margin of the lap joint 12 with respect to the electrode diameter is shown relatively short. The same applies to the following figures. For example, a thickness of 1.0 mm is used for the steel plate 13 (hereinafter referred to as a contact plate) applied to the preceding steel strip 11a having a plate thickness of 0.4 mm. Three lap joints 12 having a thickness of 1.0 mm, 0.4 mm, and 1.0 mm are sandwiched between electrodes 9 to be pressurized and energized. By this spot welding, the nugget 14 is formed so as to extend from the preceding steel strip 11 a to the subsequent steel strip 11 b and the contact plate 13. When the tensile shear test of the spot welded joint having the nugget 14 formed in this way is performed, the HAZ around the nugget 14 formed between the preceding steel strip 11a and the contact plate 13 or the preceding steel strip 11a and the succeeding steel strip 11b. Alternatively, the plug breaks at the base metal part. Even when the plug is ruptured by either the HAZ or the base material, the thickness of the rupture portion around the nugget 14 is 1.4 mm, which is obtained by adding 0.4 mm and 1.0 mm. Therefore, when spot welding is performed with two sheets of a steel strip having a thickness of 0.4 mm and a trailing steel strip having a thickness of 1.0 mm, the thickness of the fracture portion around the nugget is 0.4 mm. Compared to the strength of the welded portion.

図2は、本発明の実施のもう1つの形態である鋼帯21の重ね溶接方法を示す。本実施形態の鋼帯21の重ね溶接方法は、後行鋼帯21bの板厚が0.4mm以下である場合、先行鋼帯21aと後行鋼帯21bとで形成される重ね継手22の後行鋼帯21bの側に、当て板23を用いて重ね溶接することを特徴とする。ここでは、後行鋼帯21bの板厚が0.4mm、先行鋼帯21aの板厚が1.0mmの重ね継手22について例示する。後行鋼帯21bに用いる当て板23の厚さは、たとえば1.0mmである。このような3枚重ね継手22をスポット溶接して得られるナゲット24は、後行鋼帯21bから先行鋼帯21aと当て板23とに及ぶように形成される。このように形成されるナゲット24を有するスポット溶接継手の引張せん断試験で得られる破断部の厚さは、0.4mmと1.0mmとを加算した1.4mmとなる。したがって、板厚0.4mmの後行鋼帯21bと板厚1.0mmの先行鋼帯21aとの2枚重ねでスポット溶接される場合、ナゲット周辺の破断部の厚さが0.4mmとなるのに比べて、溶接部の強度が向上する。   FIG. 2 shows a lap welding method for a steel strip 21 according to another embodiment of the present invention. In the lap welding method of the steel strip 21 of the present embodiment, when the thickness of the trailing steel strip 21b is 0.4 mm or less, the lap joint 22 formed by the leading steel strip 21a and the trailing steel strip 21b is used. It is characterized in that lap welding is performed on the side of the row steel strip 21b using a contact plate 23. Here, a lap joint 22 in which the plate thickness of the trailing steel strip 21b is 0.4 mm and the plate thickness of the preceding steel strip 21a is 1.0 mm is illustrated. The thickness of the contact plate 23 used for the trailing steel strip 21b is, for example, 1.0 mm. The nugget 24 obtained by spot welding the three lap joint 22 is formed to extend from the trailing steel strip 21b to the preceding steel strip 21a and the contact plate 23. The thickness of the fracture portion obtained by the tensile shear test of the spot welded joint having the nugget 24 formed in this way is 1.4 mm, which is obtained by adding 0.4 mm and 1.0 mm. Therefore, when spot welding is performed with two sheets of a trailing steel strip 21b having a thickness of 0.4 mm and a preceding steel strip 21a having a thickness of 1.0 mm, the thickness of the fracture portion around the nugget becomes 0.4 mm. Compared to the above, the strength of the welded portion is improved.

図3は、本発明の実施のさらにもう1つの形態である鋼帯31の重ね溶接方法を示す。本実施形態の鋼帯31の重ね溶接方法は、先行鋼帯31aおよび後行鋼帯31bの板厚が0.4mm以下である場合、先行鋼帯31aと後行鋼帯31bとで形成される重ね継手32の先行鋼帯31aおよび後行鋼帯31bの両側に、当て板33,34を用いて重ね溶接することを特徴とする。ここでは、先行鋼帯31aおよび後行鋼帯31bの板厚が0.4mmの重ね継手32について例示する。両方の鋼帯31a,31bに用いる当て板33,34の厚さは、たとえば1.0mmである。このような4枚重ね継手32をスポット溶接して得られるナゲット35は、先行鋼帯31aおよび後行鋼帯31bから両当て板33,34に及ぶように形成される。このように形成されるナゲット35を有するスポット溶接継手の引張せん断試験で得られるプラグ破断部の厚さは、0.4mmと1.0mmとを加算した1.4mmとなる。したがって、板厚0.4mmの先行鋼帯と板厚0.4mmの後行鋼帯との2枚重ねでスポット溶接される場合、ナゲット周辺の破断部の厚さが0.4mmとなるのに比べて、溶接部の強度が向上する。   FIG. 3 shows a lap welding method of the steel strip 31 which is still another embodiment of the present invention. The lap welding method of the steel strip 31 of this embodiment is formed by the preceding steel strip 31a and the succeeding steel strip 31b when the plate thickness of the preceding steel strip 31a and the succeeding steel strip 31b is 0.4 mm or less. It is characterized in that lap welding is performed on both sides of the preceding steel strip 31a and the succeeding steel strip 31b of the lap joint 32 by using contact plates 33 and 34. Here, the lap joint 32 in which the plate thickness of the preceding steel strip 31a and the succeeding steel strip 31b is 0.4 mm is illustrated. The thickness of the contact plates 33 and 34 used for both the steel strips 31a and 31b is, for example, 1.0 mm. The nugget 35 obtained by spot welding the four lap joint 32 is formed so as to extend from the preceding steel strip 31a and the trailing steel strip 31b to the both abutting plates 33 and 34. The thickness of the plug fracture portion obtained by the tensile shear test of the spot welded joint having the nugget 35 formed in this way is 1.4 mm, which is 0.4 mm and 1.0 mm added. Therefore, when spot welding is performed with two sheets of a steel strip having a thickness of 0.4 mm and a trailing steel strip having a thickness of 0.4 mm, the thickness of the fracture portion around the nugget becomes 0.4 mm. Compared to the strength of the welded portion.

以下、本発明の実施例について説明する。ここでは、先行鋼帯と後行鋼帯とで形成される重ね継手に対して、当て板を用いる実施例と、当て板を用いない比較例とについて、スポット溶接して溶接部の強度を試験した。実施例として、先行鋼帯および後行鋼帯の板厚がともに0.4mm以下であり、両方の鋼帯の側にそれぞれ厚さ1.0mmの当て板を用いた4枚重ね継手にスポット溶接を行った。比較例として、先行鋼帯および後行鋼帯の板厚がともに0.4mm以下であり、当て板を用いることなく2枚重ね継手にスポット溶接を行った。   Examples of the present invention will be described below. Here, for the lap joint formed by the preceding steel strip and the succeeding steel strip, the strength of the welded portion was tested by spot welding for the example using the backing plate and the comparative example not using the backing plate. did. As an example, both the steel strip thickness of the preceding steel strip and the succeeding steel strip are 0.4 mm or less, and spot welding is performed on a four-lap joint using a 1.0 mm-thick backing plate on each side of both steel strips. Went. As a comparative example, both the preceding steel strip and the subsequent steel strip had a thickness of 0.4 mm or less, and spot welding was performed on the two-lap joint without using a backing plate.

供試材の鋼帯には特殊鋼および普通鋼を用い、当て板には供試材の鋼帯と同種の鋼板を用いた。供試材は、Cが0.1重量%以下の普通鋼と、Cが0.8〜0.9重量%の特殊鋼とを用いている。特殊鋼としては、前述のSK5などが該当する。実施例の4枚重ね継手のスポット溶接条件を表1に、比較例の2枚重ね継手のスポット溶接条件を表2に示す。   Special steel and plain steel were used for the steel strip of the test material, and the same type of steel plate as the steel strip of the test material was used for the backing plate. The specimens used are ordinary steel with C of 0.1% by weight or less and special steel with C of 0.8 to 0.9% by weight. As the special steel, the aforementioned SK5 and the like are applicable. Table 1 shows the spot welding conditions for the four-lap joint of the example, and Table 2 shows the spot welding conditions for the two-lap joint of the comparative example.

Figure 0005388342
Figure 0005388342
Figure 0005388342
Figure 0005388342

スポット溶接継手の強度は、JIS−Z3136に準じて試験した。また溶接部の断面試片を採取し、ナゲット部およびナゲットの周辺部について、ビッカース硬さ計を用いて荷重5kNで硬さを測定した。   The strength of the spot welded joint was tested according to JIS-Z3136. Moreover, the cross-sectional specimen of the welded part was collected, and the hardness of the nugget part and the peripheral part of the nugget was measured with a load of 5 kN using a Vickers hardness meter.

実施例についての試験結果を表3に、比較例についての試験結果を表4に示す。普通鋼の先行鋼帯および後行鋼帯の板厚が0.10mmの場合、比較例に対して実施例の強度は約1.6倍に向上した。また、特殊鋼の先行鋼帯および後行鋼帯の板厚が0.25mmの場合、比較例に対して実施例の強度は約13倍に向上し、板厚が0.40mmの場合、比較例に対して実施例の強度は約2.1倍に向上した。このように、当て板を用いることで、スポット溶接部の強度を向上し得ることが判る。   Table 3 shows the test results for the examples, and Table 4 shows the test results for the comparative examples. When the plate thickness of the preceding steel strip and the subsequent steel strip of the normal steel was 0.10 mm, the strength of the example was improved about 1.6 times compared to the comparative example. In addition, when the plate thickness of the preceding steel strip and the subsequent steel strip of special steel is 0.25 mm, the strength of the example is about 13 times that of the comparative example, and when the plate thickness is 0.40 mm, Compared to the example, the strength of the example was improved about 2.1 times. Thus, it turns out that the intensity | strength of a spot weld part can be improved by using a contact plate.

また当て板を用いた実施例では、焼入れ硬化し易い特殊鋼の場合でも、ナゲットの周辺部の硬さは、板厚が0.25mmで約200Hv以下に、板厚が0.40mmで約300Hvに抑えられている。当て板を用いない比較例の場合、ナゲット周辺部の硬さがそれぞれ約700Hvおよび約800Hvである。このことから、実施例では溶接部の質量が増すことにより、焼入れ性が緩和されていることが判る。   Further, in the embodiment using the contact plate, even in the case of special steel that is easily hardened by hardening, the hardness of the peripheral portion of the nugget is about 200 Hv or less when the plate thickness is 0.25 mm, and about 300 Hv when the plate thickness is 0.40 mm. Is suppressed. In the case of the comparative example that does not use a backing plate, the hardness of the nugget periphery is about 700 Hv and about 800 Hv, respectively. From this, it can be seen that in the examples, the hardenability is reduced by increasing the mass of the weld.

Figure 0005388342
Figure 0005388342
Figure 0005388342
Figure 0005388342

なお、当て板を用いるか否かの基準となる板厚を、鋼種に応じて設定することもできる。たとえば、普通鋼では、基準となる板厚を0.4mmよりも薄くすることもできる。表3と表4とからは、普通鋼では板厚が0.25mmあれば、当て板を用いないでも溶接部の焼入れ硬化は避けられると推定される。また、普通鋼では、当て板を用いる場合でも、当て板の厚さを1.0mmより薄くし、たとえば0.4mmにすることもできると推定される。ただし、工程の管理や、当て板の準備などの点では、鋼種によらない基準を設定し、当て板の板厚も一種に統一しておくことが好ましい。   In addition, the plate | board thickness used as the reference | standard of using a backing plate can also be set according to steel types. For example, in ordinary steel, the standard plate thickness can be made thinner than 0.4 mm. From Tables 3 and 4, it is presumed that quench hardening of the welded portion can be avoided without using a backing plate if the plate thickness of ordinary steel is 0.25 mm. Moreover, in the case of using ordinary steel, it is estimated that the thickness of the backing plate can be made thinner than 1.0 mm, for example, 0.4 mm even when a backing plate is used. However, in terms of process management, preparation of a backing plate, etc., it is preferable to set a standard that does not depend on the steel type and to unify the thickness of the backing plate as well.

以上で説明しているように、本実施の形態では、重ね溶接方法をスポット溶接に利用している。しかしながら、これに限定されることなく、シーム溶接に対しても有効に利用することができる。   As described above, in the present embodiment, the lap welding method is used for spot welding. However, the present invention is not limited to this and can be effectively used for seam welding.

1,11,21,31 鋼帯
8,12、22,32 重ね継手
13,23,33,34 当て板
9 電極
10,14,24,35 ナゲット
1,11,21,31 Steel strip 8, 12, 22, 32 Lap joint 13, 23, 33, 34 Plate 9 Electrode 10, 14, 24, 35 Nugget

Claims (1)

複数の鋼帯を順次重ね溶接して接続する鋼帯の重ね溶接方法において、
先行鋼帯および後行鋼帯の少なくともいずれか一方が予め定める板厚以下である場合、先行鋼帯と後行鋼帯とで形成される重ね継手の予め定める板厚以下の鋼帯の側に、予め定める厚さ以上の鋼板を当てて重ね溶接することを特徴とする鋼帯の重ね溶接方法。
In the lap welding method of steel strips, in which a plurality of steel strips are sequentially overlap welded,
When at least one of the preceding steel strip and the following steel strip is equal to or less than a predetermined plate thickness, the steel strip having a predetermined thickness or less of the lap joint formed by the preceding steel strip and the following steel strip A method for lap welding of steel strips, wherein lap welding is performed by applying a steel plate having a predetermined thickness or more.
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