JP7817543B2 - Resistance spot welded joint and manufacturing method thereof - Google Patents

Resistance spot welded joint and manufacturing method thereof

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JP7817543B2
JP7817543B2 JP2022052638A JP2022052638A JP7817543B2 JP 7817543 B2 JP7817543 B2 JP 7817543B2 JP 2022052638 A JP2022052638 A JP 2022052638A JP 2022052638 A JP2022052638 A JP 2022052638A JP 7817543 B2 JP7817543 B2 JP 7817543B2
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大河 谷口
誠司 古迫
真二 児玉
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Nippon Steel Corp
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Description

本開示は、抵抗スポット溶接継手及びその製造方法に関する。 This disclosure relates to resistance spot welded joints and methods for manufacturing the same.

車体の組立や部品の取付け等の工程においては主としてスポット溶接が使われている。近年、自動車分野では、低燃費化やCO排出量削減を達成するための車体の軽量化や、衝突安全性を向上させるための車体の高剛性化がより求められている。そのような要求を満たすために、車体、部品等にハイテン材(高強度鋼板)を使用するニーズが高まっている。 Spot welding is primarily used in processes such as assembling car bodies and attaching parts. In recent years, the automotive industry has seen increasing demand for lighter car bodies to achieve better fuel economy and reduced CO2 emissions, as well as for higher car body rigidity to improve collision safety. To meet these demands, there is a growing need to use high-tensile steel (high-strength steel sheets) for car bodies, parts, etc.

しかし、ハイテン材、例えば引張強さが980MPa以上の高強度鋼板を重ねた板組を用いて抵抗スポット溶接した場合、継手強度(十字引張強さ:CTS)が低下し易い。そこで、ハイテン材を用いても高いCTSを有するスポット溶接継手が求められている。
ハイテン材を用いてスポット溶接を行う場合にCTSを向上させるため、本通電によりナゲットを形成した後、後通電を行うことが提案されている。そのような後通電として、焼戻しのための通電と、凝固偏析緩和のための通電の2つの後通電が報告されている。
However, when high-tensile steel sheets, for example, high-strength steel sheets with a tensile strength of 980 MPa or more, are resistance spot welded, the joint strength (cross tensile strength: CTS) tends to decrease. Therefore, there is a demand for spot-welded joints that have a high CTS even when using high-tensile steel sheets.
In order to improve the CTS when spot welding high-tensile steel, it has been proposed to perform post-current welding after forming a nugget by main current welding. Two types of post-current welding have been reported: current welding for tempering and current welding for alleviating solidification segregation.

例えば、特許文献1には、ナゲット径と後通電条件を規定範囲内にすることで、高い継手強度を実現させることが提案されている。この場合、後通電条件はナゲットを形成する本通電電流値よりも後通電電流値が大きく、パルス通電を想定している。
また、特許文献2では、高板厚比を含む板組で、チリを発生させず、適切なナゲット径と継手強度を得ることができる製造方法が提案されている。
特許文献3では、高強度鋼板をスポット溶接継手において、ナゲットの炭素当量、ナゲットの周囲におけるHAZ(熱影響部)組織、及び後通電条件を規定することで、高い継手強度を実現することが提案されている。
For example, Patent Document 1 proposes that high joint strength can be achieved by setting the nugget diameter and post-heat conditions within specified ranges. In this case, the post-heat conditions assume a post-heat current value that is larger than the main current value for forming the nugget, and pulsed current is used.
Furthermore, Patent Document 2 proposes a manufacturing method that can prevent the generation of spatter and obtain an appropriate nugget diameter and joint strength in a plate assembly that includes a high plate thickness ratio.
Patent Document 3 proposes that high joint strength be achieved in spot-welded joints of high-strength steel plates by specifying the carbon equivalent of the nugget, the HAZ (heat-affected zone) structure around the nugget, and post-energization conditions.

特開2010-115706号公報JP 2010-115706 A 特開2010-240739号公報JP 2010-240739 A 特許第5987982号Patent No. 5987982

ハイテン材を重ね合わせた板組を抵抗スポット溶接した際、継手強度(CTS)の向上のため、後通電処理を行うと、後通電効果がばらつき、後通電後の継手強度もばらつき易い。 When resistance spot welding overlapping high-tensile steel sheets, if post-heat treatment is performed to improve the joint strength (CTS), the post-heat effect varies, and the joint strength after post-heat treatment also tends to vary.

そこで、本開示は、引張強さが980MPa以上の高強度鋼板を重ね合わせた板組を単通電のみで抵抗スポット溶接したスポット溶接継手に比べ、継手強度が向上し、かつ継手強度のばらつきが抑制され得る抵抗スポット溶接継手及びその製造方法を提供することを目的とする。 The present disclosure therefore aims to provide a resistance spot-welded joint and a manufacturing method thereof that has improved joint strength and reduced variability in joint strength compared to spot-welded joints made by resistance spot welding overlapping high-strength steel plates with a tensile strength of 980 MPa or more using only a single current.

上記目的を達成するための本開示の要旨は次の通りである。
<1> 隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組と、前記板組において前記複数枚の鋼板を接合し、前記2枚の高強度鋼板の板界面であった位置において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットとを含み、
前記ナゲット内にアスペクト比が1.0以上1.7以下の結晶粒が存在する抵抗スポット溶接継手。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
<2> 前記ナゲットの中心を通る前記板組の板厚方向の断面において、前記ナゲットの溶融境界のうち、前記2枚の高強度鋼板の板界面であった位置に相当する部分をナゲット端部とし、前記ナゲット内で前記ナゲット端部近傍の100μm四方の観察領域において、鉄系炭化物の面積率が0.3%以上である<1>に記載の抵抗スポット溶接継手。
<3> 前記観察領域において、全析出物の総面積に対する、円相当粒径が30nm以上かつアスペクト比が3以上である鉄系炭化物の総面積が40%である<2>に記載の抵抗スポット溶接継手。
<4> 前記ナゲットの中心を通る前記板組の板厚方向の断面において、前記ナゲットの溶融境界のうち、前記2枚の高強度鋼板の板界面であった位置に相当する部分をナゲット端部とし、前記ナゲット内で前記ナゲット端部近傍の1000μm四方の測定領域における平均ビッカース硬さが、下記推定式HVで算出される推定ビッカース硬さよりも20Hv以上低い<1>~<3>のいずれか1つに記載の抵抗スポット溶接継手。
推定式HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
式中、各元素記号は、前記板組に含まれる各鋼板の化学成分に前記板組の総厚に対する各鋼板の板厚比を乗じた加重平均を前記ナゲットの平均化学成分とみなした場合の各元素の含有量を意味する。
<5> 前記ナゲットの中心を通る前記板組の板厚方向の断面において、前記ナゲットの溶融境界のうち、前記2枚の高強度鋼板の板界面であった位置に相当する部分をナゲット端部とし、
前記板組に含まれる各鋼板の化学成分に前記板組の総厚に対する各鋼板の板厚比を乗じた加重平均を前記ナゲットの平均化学成分とみなした場合に、
前記ナゲット内で前記ナゲット端部近傍の100μm四方の観察領域において、前記板厚方向に対する垂直方向のそれぞれに沿って1μm間隔で10000点のP濃度及びMn濃度を測定し、前記P濃度が前記ナゲットの平均化学成分の平均P含有量の2倍以上である測定点をP濃化部とし、前記Mn濃度が前記ナゲットの平均化学成分の平均Mn含有量の2倍以上である測定点をMn濃化部とするとき、
全測定点数10000点に対する前記P濃化部の数であるP濃化部面積率及び前記全測定点数10000点に対する前記Mn濃化部の数であるMn濃化部面積率が、それぞれ0.5%以下である<1>~<4>のいずれか1つに記載の抵抗スポット溶接継手。
<6> 前記ナゲットの前記2枚の高強度鋼板の板界面であった位置における前記ナゲット径が、1.2×Dmin以上である<1>~<5>のいずれか1つに記載の抵抗スポット溶接継手。
<7> <1>~<6>のいずれか1つに記載の抵抗スポット溶接継手を製造する方法であって、
隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組を、一対の電極で板厚方向に挟み込んで加圧しながら電流値I(kA)で通電することにより、前記2枚の高強度鋼板の板界面において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットを形成する第1通電工程と、
前記第1通電工程後、前記一対の電極間の通電を休止して前記ナゲットを冷却する冷却工程と、
前記冷却工程後、前記一対の電極間で電流値I(kA)で通電することにより前記ナゲットを加熱する第2通電工程と、
を含む、抵抗スポット溶接継手の製造方法。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
<8> 前記第2通電工程において、アップスロープ通電及びダウンスロープ通電の少なくとも一方を行う<7>に記載の抵抗スポット溶接継手の製造方法。
<9> 前記冷却工程において、前記通電を休止する時間が0.4s以上であり、
前記第2通電工程において、前記第1通電工程の前記電流値I(kA)に対する前記第2通電工程の最大電流値I2max(kA)の電流比(I2max/I)が0.50~0.80となるように通電を行い、かつ、25kA/sec以上のアップスロープ及び-25kA/sec以下のダウンスロープの少なくとも一方を施す<8>に記載の抵抗スポット溶接継手の製造方法。
<10> 前記冷却工程において、前記通電を休止する時間が0.08s以上であり、
前記第2通電工程において、前記第1通電工程の前記電流値I(kA)に対する前記第2通電工程の最大電流値I2max(kA)の電流比(I2max/I)が0.70~0.95となるように通電を行い、かつ、25kA/sec以上のアップスロープ及び-25kA/sec以下のダウンスロープの少なくとも一方を施す<8>に記載の抵抗スポット溶接継手の製造方法。
<11> 前記第1通電工程の前に、前記式(1)によって前記最小ナゲット径Dminを算出する算出工程を含む<7>~<10>のいずれか1つに記載の抵抗スポット溶接継手の製造方法。
The gist of the present disclosure to achieve the above object is as follows.
<1> A plate assembly in which a plurality of steel plates are overlapped, including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, and a nugget that joins the plurality of steel plates in the plate assembly and has a nugget diameter that is equal to or greater than the minimum nugget diameter Dmin (mm) defined by the following formula (1) at a position that was the plate interface between the two high-strength steel plates,
A resistance spot welded joint, wherein the nugget contains crystal grains having an aspect ratio of 1.0 or more and 1.7 or less.
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.
<2> The resistance spot welded joint according to <1>, wherein, in a cross section of the plate assembly in the plate thickness direction passing through the center of the nugget, a portion of the fusion boundary of the nugget that corresponds to a position that was the plate interface between the two high-strength steel plates is defined as a nugget edge, and an area ratio of iron-based carbides is 0.3% or more in an observation region of 100 μm square in the vicinity of the nugget edge within the nugget.
<3> The resistance spot welded joint according to <2>, wherein in the observation region, a total area of iron-based carbides having a circle-equivalent grain size of 30 nm or more and an aspect ratio of 3 or more accounts for 40% of the total area of all precipitates.
<4> The resistance spot welded joint according to any one of <1> to <3>, wherein, in a cross section of the plate assembly in the plate thickness direction passing through the center of the nugget, a portion of the fusion boundary of the nugget that corresponds to a position that was the plate interface between the two high-strength steel plates is defined as a nugget edge, and the average Vickers hardness in a 1000 μm square measurement region within the nugget near the nugget edge is 20 Hv or more lower than an estimated Vickers hardness calculated by the following estimation formula HV:
Estimated formula HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
In the formula, each element symbol represents the content of each element when the weighted average obtained by multiplying the chemical composition of each steel plate included in the plate assembly by the plate thickness ratio of each steel plate to the total thickness of the plate assembly is considered to be the average chemical composition of the nugget.
<5> In a cross section in the plate thickness direction of the plate assembly passing through the center of the nugget, a portion of the fusion boundary of the nugget corresponding to a position that was a plate interface between the two high-strength steel plates is defined as a nugget end portion,
When the weighted average obtained by multiplying the chemical composition of each steel plate included in the plate assembly by the plate thickness ratio of each steel plate to the total thickness of the plate assembly is regarded as the average chemical composition of the nugget,
In a 100 μm square observation region in the nugget near the end of the nugget, the P concentration and the Mn concentration are measured at 10,000 points at 1 μm intervals along each of the directions perpendicular to the plate thickness direction, and the measurement points where the P concentration is twice or more the average P content of the average chemical composition of the nugget are defined as P-enriched portions, and the measurement points where the Mn concentration is twice or more the average Mn content of the average chemical composition of the nugget are defined as Mn-enriched portions.
<4> The resistance spot welded joint according to any one of <1> to <4>, wherein a P-enriched portion area ratio, which is the number of the P-enriched portions out of a total of 10,000 measurement points, and a Mn-enriched portion area ratio, which is the number of the Mn-enriched portions out of a total of 10,000 measurement points, are each 0.5% or less.
<6> The resistance spot welded joint according to any one of <1> to <5>, wherein the nugget diameter at a position of the nugget that was the plate interface between the two high-strength steel plates is 1.2 × Dmin or more.
<7> A method for producing a resistance spot welded joint according to any one of <1> to <6>,
a first current application step of applying a current I 1 (kA) to a plate assembly including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, by sandwiching the plate assembly between a pair of electrodes in the plate thickness direction and applying pressure to the plate assembly, thereby forming a nugget having a nugget diameter equal to or larger than a minimum nugget diameter Dmin (mm) defined by the following formula (1) at the plate interface between the two high-strength steel plates;
a cooling step of cooling the nugget by stopping the current flow between the pair of electrodes after the first current flow step;
a second current application step of applying a current I 2 (kA) between the pair of electrodes to heat the nugget after the cooling step;
A method for manufacturing a resistance spot welded joint, comprising:
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.
<8> The method for manufacturing a resistance spot welded joint according to <7>, wherein at least one of upslope current flow and downslope current flow is performed in the second current flow step.
<9> In the cooling step, the time for which the current supply is stopped is 0.4 seconds or more,
<8> The method for manufacturing a resistance spot welded joint according to <8>, wherein in the second current application step, current is applied so that the current ratio (I 2max / I 1 ) of the maximum current value I 2max (kA) of the second current application step to the current value I 1 (kA) of the first current application step is 0.50 to 0.80, and at least one of an upslope of 25 kA/sec or more and a downslope of −25 kA/sec or less is applied.
<10> In the cooling step, the time for which the current supply is stopped is 0.08 seconds or more,
<8> The method for manufacturing a resistance spot welded joint according to <8>, wherein in the second current application step, current is applied so that the current ratio (I 2max / I 1 ) of the maximum current value I 2max (kA) of the second current application step to the current value I 1 (kA) of the first current application step is 0.70 to 0.95, and at least one of an upslope of 25 kA/sec or more and a downslope of −25 kA/sec or less is applied.
<11> The method for manufacturing a resistance spot welded joint according to any one of <7> to <10>, further comprising, before the first current passing step, calculating the minimum nugget diameter Dmin using the formula (1).

本開示によれば、引張強さが980MPa以上の高強度鋼板を重ね合わせた板組を単通電のみで抵抗スポット溶接したスポット溶接継手に比べ、継手強度が向上し、かつ継手強度のばらつきが抑制され得る抵抗スポット溶接継手及びその製造方法が提供される。 This disclosure provides a resistance spot welded joint and a method for manufacturing the same that have improved joint strength and reduced variability in joint strength compared to spot welded joints made by resistance spot welding overlapping high-strength steel plates with a tensile strength of 980 MPa or more using only a single current.

最小ナゲット径Dminの算出式1の導出を説明する図である。FIG. 1 is a diagram for explaining the derivation of calculation formula 1 for the minimum nugget diameter Dmin. 2枚の高強度鋼板を重ねた板組をスポット溶接したナゲットの板厚方向の断面の一例を示す模式図である。1 is a schematic diagram showing an example of a cross section in the plate thickness direction of a nugget formed by spot welding a plate assembly in which two high-strength steel plates are stacked. FIG. 図2に示すナゲット端部近傍を拡大して示す模式図である。FIG. 3 is an enlarged schematic view showing the vicinity of the nugget end shown in FIG. 2 . 3枚の鋼板を重ねた板組をスポット溶接したナゲットの板厚方向の断面の一例を示す模式図である。FIG. 1 is a schematic diagram showing an example of a cross section in the plate thickness direction of a nugget formed by spot welding a plate assembly in which three overlapping steel plates are formed. 2枚の鋼板を重ね合わせた板組に対して抵抗スポット溶接を行った場合に形成されるナゲット及び熱影響部(HAZ)の一例を概略的に示す図である。1 is a diagram schematically showing an example of a nugget and a heat-affected zone (HAZ) formed when resistance spot welding is performed on a plate assembly in which two steel plates are overlapped. FIG. 2枚の高強度鋼板と厚みが相対的に薄い1枚の鋼板を含む3枚の鋼板を重ねた板組をスポット溶接したナゲットの板厚方向の断面の他の例を示す模式図である。FIG. 10 is a schematic diagram showing another example of a cross section in the plate thickness direction of a nugget formed by spot welding a plate assembly in which three steel plates, including two high-strength steel plates and one steel plate with a relatively thin thickness, are stacked.

以下、本開示の一例である実施形態について説明する。
なお、本開示において、各元素の含有量の「%」表示は「質量%」を意味する。また、本開示において、「~」を用いて表される数値範囲は、特に断りの無い限り、「~」の前後に記載される数値を下限値及び上限値として含む範囲を意味する。また、「~」の前後に記載される数値に「超」又は「未満」が付されている場合の数値範囲は、これら数値を下限値又は上限値として含まない範囲を意味する。
本開示に段階的に記載されている数値範囲において、ある段階的な数値範囲の上限値は、他の段階的な記載の数値範囲の上限値又は実施例に示されている値に置き換えてもよい。また、本開示に段階的に記載されている数値範囲において、ある段階的な数値範囲の下限値は、他の段階的な記載の数値範囲の下限値又は実施例に示されている値に置き換えてもよい。
また、「工程」との用語は、独立した工程だけではなく、他の工程と明確に区別できない場合であってもその工程の所期の目的が達成されれば、本用語に含まれる。
また、本開示において「抵抗スポット溶接継手」を「スポット溶接継手」または単に「継手」と記す場合がある。
Hereinafter, an embodiment that is an example of the present disclosure will be described.
In this disclosure, the "%" used to indicate the content of each element means "mass %." In addition, in this disclosure, a numerical range expressed using "to" means a range that includes the numerical values written before and after "to" as the lower and upper limits, unless otherwise specified. In addition, when the numerical values written before and after "to" are followed by "greater than" or "less than," the numerical range does not include these numerical values as the lower or upper limit.
In the numerical ranges described in stages in the present disclosure, the upper limit of a certain numerical range may be replaced with the upper limit of another numerical range described in stages or a value shown in an Example. Also, in the numerical ranges described in stages in the present disclosure, the lower limit of a certain numerical range may be replaced with the lower limit of another numerical range described in stages or a value shown in an Example.
Furthermore, the term "process" does not only refer to an independent process, but also includes processes that cannot be clearly distinguished from other processes as long as the intended purpose of the process is achieved.
In addition, in this disclosure, a "resistance spot welded joint" may be referred to as a "spot welded joint" or simply as a "joint."

一般的に、鋼板の引張強さが高いほど、溶接部の靭性は低下して継手強度が低下する。ハイテン材を抵抗スポット溶接した際、継手強度(十字引張強さ:CTS)の低下を防ぐ手段として、後通電処理がある。これは、後通電を施すことで、焼戻しや凝固偏析緩和が生じるためである。
しかし、後通電処理を行うと、後通電時の電極と鋼板の接触等の問題で、後通電効果がばらつき、後通電後の継手強度のばらつきが生じ易い。
Generally, the higher the tensile strength of a steel plate, the lower the toughness of the weld, resulting in a decrease in joint strength. When high-tensile steel is resistance spot welded, post-current treatment is used to prevent a decrease in joint strength (cross tensile strength: CTS). This is because post-current treatment causes tempering and alleviates solidification segregation.
However, when post-current treatment is performed, problems such as contact between the electrode and the steel sheet during post-current treatment can cause variations in the post-current treatment effect and variations in joint strength after post-current treatment.

そこで、本発明者らが実験、検討を重ねたところ、高強度鋼板の板界面における最小ナゲット径を規定することで、後通電効果を安定して得ることができ、継手強度(CTS)を向上させることが分かった。その理由は定かでないが以下のように推測される。
ハイテン材はナゲット靭性が低いため、十字引張試験をすると界面破断する。そのため、プラグ破断をさせて継手強度(CTS)を向上させる必要がある。プラグ破断させるためには後通電を施し、ナゲット靭性を向上させる手法がある。
しかし、ナゲット径によって後通電の適正電流範囲がどのように変化するかを調査した事例は少ない。そこで、本発明者らが調査した結果、高強度鋼板の板界面だった位置におけるナゲット径が増加することで、後通電の適正電流範囲が広がるということがわかった。これは、ナゲット径が増加することで、広い後通電電流値範囲において界面破断強度よりもプラグ破断強度のほうが低くなるためである。そのため、最小ナゲット径を規定して、それ以上であるナゲット径を有することで広い後通電電流値範囲を有し、安定した高CTSを得ることができると考えられる。
Therefore, the inventors conducted experiments and studies and found that by specifying the minimum nugget diameter at the sheet interface of high-strength steel sheets, it is possible to obtain a stable post-heating effect and improve the joint strength (CTS). The reason for this is not clear, but is presumed to be as follows.
High-tensile steel has low nugget toughness, so cross-tensile tests result in interface fracture. Therefore, it is necessary to induce plug fracture to improve joint strength (CTS). One method for inducing plug fracture is to apply post-current, which improves nugget toughness.
However, there have been few studies investigating how the appropriate post-heat current range changes depending on the nugget diameter. Therefore, as a result of the research conducted by the present inventors, it was found that increasing the nugget diameter at the position that was the sheet interface of the high-strength steel sheet widens the appropriate post-heat current range. This is because, as the nugget diameter increases, the plug rupture strength becomes lower than the interfacial rupture strength over a wide range of post-heat current values. Therefore, it is believed that by specifying a minimum nugget diameter and having a nugget diameter that is equal to or greater than this, a wide range of post-heat current values can be achieved, resulting in a stable, high CTS.

[スポット溶接継手]
本開示に係るスポット溶接継手について詳細に説明する。本開示に係る抵抗スポット溶接継手は、隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組と、前記板組において前記複数枚の鋼板を接合し、前記2枚の高強度鋼板の板界面であった位置において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットとを含み、前記ナゲット内にアスペクト比が1.0以上1.7以下の結晶粒が存在する。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
[Spot welded joints]
The resistance spot welded joint according to the present disclosure will be described in detail below. The resistance spot welded joint according to the present disclosure includes a plate assembly in which multiple steel plates are overlapped, including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, and a nugget that joins the multiple steel plates in the plate assembly and has a nugget diameter of at least a minimum nugget diameter Dmin (mm) defined by the following formula (1) at a position that was the plate interface between the two high-strength steel plates, and in which crystal grains with an aspect ratio of 1.0 to 1.7 are present within the nugget.
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.

<板組>
本開示に係るスポット溶接継手の板組は、隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む複数枚の鋼板が重ね合わされた板組である。隣接して重なった980MPa以上の高強度鋼板を含むことにより、高い引張強さを確保することができる。なお、板組を構成する鋼板は2枚でもよいし、3枚以上でもよい。3枚以上の場合、全て980MPa以上の高強度鋼板(本開示において「高強度鋼板」と称する場合がある。)でもよいし、980MPa未満の鋼板が含まれていてもよい。
また、板組に高強度鋼板が3枚以上あり、高強度鋼板同士を重ね合せた面が2面以上ある場合には、少なくとも一つの重ね合せ面において本開示で規定するナゲット径と結晶粒のアスペクト比を満たしていればよく、高強度鋼板同士を重ね合せた面の全てにおいて本開示で規定するナゲット径と結晶粒のアスペクト比を満たしていることが好ましい。
<Board set>
The plate assembly of the spot-welded joint according to the present disclosure is a plate assembly in which a plurality of steel plates are stacked together, including two adjacent high-strength steel plates, each having a tensile strength of 980 MPa or more. By including adjacent high-strength steel plates having a tensile strength of 980 MPa or more, high tensile strength can be ensured. The number of steel plates constituting the plate assembly may be two or three or more. In the case of three or more steel plates, all may be high-strength steel plates having a tensile strength of 980 MPa or more (sometimes referred to as "high-strength steel plates" in the present disclosure), or steel plates having a tensile strength of less than 980 MPa may be included.
Furthermore, when the plate assembly contains three or more high-strength steel plates and there are two or more surfaces where the high-strength steel plates are overlapped, it is sufficient that the nugget diameter and crystal grain aspect ratio specified in the present disclosure are satisfied on at least one overlapping surface, and it is preferable that the nugget diameter and crystal grain aspect ratio specified in the present disclosure are satisfied on all surfaces where the high-strength steel plates are overlapped.

図2は2枚の高強度鋼板1A,1Bを重ねた板組をスポット溶接したナゲット13の中心を通る板厚方向の断面の一例を示す模式図である。図3は、図2に示すナゲット端部近傍を拡大して示す模式図である。2枚の鋼板1A,1Bを接合し、板界面15であった部分が長軸である楕円形状のナゲット13が形成されている。 Figure 2 is a schematic diagram showing an example of a cross section in the plate thickness direction passing through the center of a nugget 13 formed by spot welding two overlapping high-strength steel plates 1A and 1B. Figure 3 is a schematic diagram showing an enlarged view of the vicinity of the nugget end shown in Figure 2. Two steel plates 1A and 1B are joined to form an elliptical nugget 13 whose major axis is the area that was previously the plate interface 15.

本開示に係るスポット溶接継手10の板組は、全ての鋼板1A,1Bの引張強さが980MPa以上であってもよいし、隣接して重なった2枚の高強度鋼板1A,1Bのほかに引張強さが980MPa未満の鋼板を含んでもよい。全ての鋼板の引張強さが980MPa以上である場合、同じ引張強さを有する同種の鋼板でもよいし、引張強さが異なる異種の鋼板でもよい。 The sheet combination of the spot welded joint 10 according to the present disclosure may include steel sheets 1A, 1B with a tensile strength of 980 MPa or more, or may include a steel sheet with a tensile strength of less than 980 MPa in addition to the two adjacent high-strength steel sheets 1A, 1B. When all steel sheets have a tensile strength of 980 MPa or more, the steel sheets may be of the same type with the same tensile strength, or may be of different types with different tensile strengths.

本開示に係るスポット溶接継手10における各高強度鋼板1A,1Bの化学成分、金属組織は限定されず、引張強さが980MPa以上となるように所望の元素を選択すればよい。なお、高強度鋼板1A,1Bは、高強度化のため、C含有量が0.20質量%以上、0.25質量%以上、または0.30質量%以上であることが好ましい。 The chemical composition and metal structure of each high-strength steel plate 1A, 1B in the spot-welded joint 10 according to the present disclosure are not limited, and desired elements may be selected so that the tensile strength is 980 MPa or greater. To achieve high strength, it is preferable that the high-strength steel plates 1A, 1B have a C content of 0.20 mass% or greater, 0.25 mass% or greater, or 0.30 mass% or greater.

板組を構成する各高強度鋼板1A,1Bの板厚は特に限定されないが、例えば、0.5~3.5mmの板厚が挙げられる。
板組の総厚も特に限定されないが、例えば1.5~8.0mmが挙げられる。
図4は3枚の高強度鋼板1A,1B,1Cを重ねた板組をスポット溶接したナゲット13の中心を通る板厚方向の断面の一例を示す模式図である。図4に示すスポット溶接継手20では、3枚の高強度鋼板1A,1B,1Cが断面において楕円形状のナゲット13によって接合されている。
以下、図2に示すように引張強さが980MPa以上である2枚の高強度鋼板1A,1Bの板組をスポット溶接したスポット溶接継手について主に説明する。
The thickness of each of the high-strength steel plates 1A, 1B constituting the plate assembly is not particularly limited, but may be, for example, 0.5 to 3.5 mm.
The total thickness of the plate assembly is not particularly limited, but may be, for example, 1.5 to 8.0 mm.
Fig. 4 is a schematic diagram showing an example of a cross section in the plate thickness direction passing through the center of a nugget 13 formed by spot welding a plate assembly in which three overlapping high-strength steel plates 1A, 1B, and 1C are joined together. In the spot-welded joint 20 shown in Fig. 4, the three high-strength steel plates 1A, 1B, and 1C are joined by a nugget 13 having an elliptical cross section.
The following mainly describes a spot-welded joint formed by spot-welding two high-strength steel plates 1A, 1B having a tensile strength of 980 MPa or more as shown in FIG.

<ナゲット>
ナゲット13は、板組に含まれる複数枚の鋼板がスポット溶接された位置において溶融凝固することにより全ての鋼板を接合するように形成された溶接金属である。
なお、ナゲット13の形状は、板厚方向の断面で見たときに通常は図2及び図4に示すように板厚方向が短辺であり、板の面内方向が長辺である略楕円形であるが、このような形状に限定されない。
<Nugget>
The nugget 13 is a weld metal formed by melting and solidifying at a position where multiple steel plates included in the sheet assembly are spot-welded, thereby joining all of the steel plates together.
When viewed in cross section in the thickness direction, the shape of the nugget 13 is usually a substantially ellipse with the short side in the thickness direction and the long side in the in-plane direction of the plate as shown in Figures 2 and 4, but is not limited to this shape.

(最小ナゲット径)
ナゲット13は、2枚の高強度鋼板1A,1Bの板界面であった位置において下記式(1)で規定される最小ナゲット径Dmin以上であるナゲット径を有する。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板1A,1Bの各化学成分に2枚の高強度鋼板1A,1Bの総厚に対する各鋼板1A,1Bの板厚比を乗じた加重平均含有量(質量%)であり、tは2枚の高強度鋼板1A,1Bの平均の板厚(mm)である。
(minimum nugget diameter)
The nugget 13 has a nugget diameter at the position that was the plate interface between the two high-strength steel plates 1A, 1B that is equal to or greater than the minimum nugget diameter Dmin defined by the following formula (1).
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates 1A, 1B by the plate thickness ratio of each steel plate 1A, 1B to the total thickness of the two high-strength steel plates 1A, 1B, and t represents the average plate thickness (mm) of the two high-strength steel plates 1A, 1B.

2枚の高強度鋼板の板界面(重ね合わせ面)における最小ナゲット径を上記式1で算出される化学成分と板厚に基づいて規定することで、それ以上であるナゲット径を有する抵抗スポット溶接継手では、後通電効果を安定して得ることができ、CTSが大きく向上する。 By specifying the minimum nugget diameter at the interface (lap surface) between two high-strength steel plates based on the chemical composition and plate thickness calculated using Equation 1 above, resistance spot welded joints with nugget diameters greater than this can achieve a stable post-heat effect, significantly improving CTS.

ここで、最小ナゲット径Dminを算出するための上記式1は、以下のような実験、考えによって導出されたものである。
C量、N量の係数は単通電におけるプラグ破断する最小ナゲット径を考えた。この際、使ったプロットは(C量,最小ナゲット径)=(0%,4mm)、(0.08%,4.2mm)、(0.21%,5mm)である。図1に示すように、算出された係数は4.9であったが、高Cになるにつれて傾きが小さくなるので、少し小さい4.2とした。
PとSに関しては、Cと同等程度、靭性に影響を与えるため係数を同じ程度とした。他の元素に関しては、Ms点の式の係数とセメンタイトの成長に与える影響を考慮して係数を決めた。例えば、Crはセメンタイトの成長を抑え、軟化を抑制する、などである。
Here, the above-mentioned formula 1 for calculating the minimum nugget diameter Dmin is derived from the following experiments and ideas.
The coefficients for the carbon content and nitrogen content were determined by considering the minimum nugget diameter at which the plug fractured during a single current application. The plot used here was (carbon content, minimum nugget diameter) = (0%, 4 mm), (0.08%, 4.2 mm), (0.21%, 5 mm). As shown in Figure 1, the calculated coefficient was 4.9, but since the slope became smaller as the carbon content increased, the coefficient was set at a slightly smaller value of 4.2.
The coefficients for P and S were set to the same level as for C, as they affect toughness to the same extent. For other elements, the coefficients were determined taking into account the coefficients of the Ms point formula and their effect on cementite growth. For example, Cr suppresses cementite growth and inhibits softening.

2枚の高強度鋼板1A,1Bの板界面15だった位置(重ね合せ面)におけるナゲット径は1.2×Dmin以上であることが好ましい。1.2×Dmin以上であるナゲット径を有することにより、継手は高CTSや広い適正電流比範囲の確保との追加効果を有する。 The nugget diameter at the location (overlap surface) that was the sheet interface 15 between the two high-strength steel sheets 1A and 1B is preferably 1.2 x Dmin or more. Having a nugget diameter of 1.2 x Dmin or more provides the joint with the additional benefits of ensuring a high CTS and a wide range of appropriate current ratios.

(アスペクト比が1.0以上1.7以下の結晶粒)
本開示に係るスポット溶接継手10はナゲット13内にアスペクト比が1.0以上1.7以下の結晶粒が存在する。単通電のみでスポット溶接継手を製造する場合、溶融池の中心に向かって凝固が進行していくため結晶粒は細長い形状となり、アスペクト比は1.7超となる。これに対し、適切に後通電を行うと、ナゲットが再度加熱され、ナゲット内で再結晶が生じることとなりアスペクト比は1.0以上1.7以下となる。
後通電により、ナゲット内において、アスペクト比が1.0以上1.7以下、すなわち、各粒の縦横比が比較的小さい形状を有する結晶粒が存在することで、高強度鋼板を剥離する方向の力に強く、継手強度が向上する。なお、ナゲット内に各粒の縦横比が比較的小さい形状を有する結晶粒が存在すればよく、そのような結晶粒が存在する位置は特に限定されない。例えば、後通電によりナゲットの中心部分が再溶融して、中心部分以外の位置に各粒の縦横比が比較的小さい形状を有する結晶粒が存在していてもよい。
(Crystal grains with an aspect ratio of 1.0 to 1.7)
The spot-welded joint 10 according to the present disclosure has crystal grains in the nugget 13 with an aspect ratio of 1.0 to 1.7. When a spot-welded joint is produced using only a single current, solidification progresses toward the center of the molten pool, resulting in elongated crystal grains with an aspect ratio of more than 1.7. In contrast, when a post-current is applied appropriately, the nugget is reheated, causing recrystallization within the nugget, resulting in an aspect ratio of 1.0 to 1.7.
The post-current application causes the presence of crystal grains in the nugget with an aspect ratio of 1.0 or more and 1.7 or less, i.e., grains with a shape in which the aspect ratio of each grain is relatively small, which makes the nugget resistant to forces in the direction of peeling the high-strength steel sheet and improves joint strength. Note that it is sufficient that crystal grains with a shape in which the aspect ratio of each grain is relatively small exist in the nugget, and the location of such crystal grains is not particularly limited. For example, the central portion of the nugget may be remelted by the post-current application, and crystal grains with a shape in which the aspect ratio of each grain is relatively small may exist in a position other than the central portion.

ここで、ナゲット内の結晶粒のアスペクト比は以下のように特定する。
ナゲットの中心を通る板厚方向の断面(ナゲット断面)の旧オーステナイト粒界を示す画像において、各々の旧オーステナイト粒の形状を最小二乗法により楕円近似する。楕円近似の方法は、各々のオーステナイト粒の長径と、面積を用いてその長径を有する楕円の短径を算出する。この楕円形状において、長軸の寸法を短軸の寸法で除することにより、旧オーステナイト粒のアスペクト比を算出する。具体的には、ナゲットの中心部を通るように板厚方向に切断し、この切断面をドデシルベンゼンスルホン酸ナトリウム腐食して、測定対象となる2枚の高強度鋼板の板界面に沿って、光学顕微鏡で観察面積1000μm四方の観察領域R2における旧オーステナイト粒のアスペクト比を測定する。ここで、旧オーステナイト粒の観察領域R2は、図2に示すように、ナゲット13の各高強度鋼板1A,1Bの板界面15だった位置に沿ってナゲット端部13Eからナゲット中心部まで、一辺が板厚方向であり、かつ板界面15に対して対称となる1000μm四方とする。
図2に示すように、ナゲット13は同心楕円状に対称であるため、ナゲット13の一端部13Eから中心部まで順次測定することで、アスペクト比が1.0以上1.7以下となる結晶粒が存在するか否か確認すればよい。
Here, the aspect ratio of the crystal grains in the nugget is specified as follows.
In an image showing the prior austenite grain boundaries in a cross section (nugget cross section) in the plate thickness direction passing through the center of the nugget, the shape of each prior austenite grain is approximated as an ellipse by the least squares method. The ellipse approximation method involves calculating the minor axis of an ellipse having the major axis using the major axis and area of each austenite grain. The aspect ratio of the prior austenite grain is calculated by dividing the major axis dimension by the minor axis dimension of this ellipse. Specifically, the nugget is cut in the plate thickness direction passing through the center of the nugget, and the cut surface is etched with sodium dodecylbenzenesulfonate. The aspect ratio of the prior austenite grain is measured using an optical microscope along the plate interface between the two high-strength steel plates to be measured in an observation region R2 having an observation area of 1000 μm square. Here, as shown in Figure 2, the observation area R2 of the prior austenite grains is a 1000 µm square extending from the nugget end 13E to the center of the nugget along the position that was the plate interface 15 of each high-strength steel plate 1A, 1B of the nugget 13, with one side in the plate thickness direction and symmetrical with respect to the plate interface 15.
As shown in FIG. 2, the nugget 13 is symmetrical in a concentric ellipse. Therefore, by sequentially measuring from one end 13E of the nugget 13 to the center, it is possible to confirm whether or not crystal grains with an aspect ratio of 1.0 or more and 1.7 or less are present.

ナゲット内のいずれかの観察領域において旧オーステナイト粒のアスペクト比が1.0以上1.7以下となる結晶粒がナゲット内に微量でも存在すれば、後通電が施されたものと理解でき、そのような結晶粒の割合は特に限定されない。すなわち、ナゲット内の結晶粒は、アスペクト比が1.7を超える結晶粒が存在してもよいが、高いCTSを確保するため、アスペクト比が1.0以上1.7以下の旧オーステナイト粒が50個数%以上であることが好ましく、60個数%以上であることがより好ましく、70個数%以上であることがさらに好ましい。なお、後通電を行った場合、観察領域内の旧オーステナイト粒のアスペクト比は同程度になる場合が多く、観察領域内で旧オーステナイト粒のアスペクト比が大きくバラつく場合は少ない。 If there are even trace amounts of prior austenite grains with an aspect ratio of 1.0 to 1.7 in any observation region within the nugget, it can be understood that post-heat treatment has been performed, and the proportion of such grains is not particularly limited. In other words, while there may be crystal grains with aspect ratios exceeding 1.7 in the nugget, to ensure a high CTS, it is preferable that prior austenite grains with aspect ratios of 1.0 to 1.7 account for 50% or more by number, more preferably 60% or more by number, and even more preferably 70% or more by number. Note that when post-heat treatment is performed, the aspect ratios of the prior austenite grains in the observation region are often similar, and there is rarely any significant variation in the aspect ratios of the prior austenite grains within the observation region.

(鉄系炭化物)
ナゲット13の中心を通る板組の板厚方向の断面において、ナゲット13の溶融境界のうち、2枚の高強度鋼板1A,1Bの板界面15であった位置に相当する部分をナゲット端部とし、ナゲット内のナゲット端部を含む領域内のナゲット端部近傍の100μm四方の観察領域R1において、鉄系炭化物の面積率が0.3%以上であることが好ましい。
ここで鉄系炭化物とは、例えばFe2~3Cであり、本開示では、Feが50at%以上、Cが25at%以上のものを鉄系炭化物とみなす。鉄系炭化物の面積率は、ナゲット断面に対してピクラール腐食を行い、SEM観察して測定される値である。焼き戻しを目的とした後通電(テンパー通電)が行われていることで、ナゲット端部近傍の観察領域R1において、鉄系炭化物の面積率が0.3%以上となり、継手は剥離強度、主にCTSにおいて高い値を得ることができる。
(iron-based carbide)
In a cross section of the plate assembly in the plate thickness direction passing through the center of the nugget 13, the portion of the fusion boundary of the nugget 13 that corresponds to the position of the plate interface 15 between the two high-strength steel plates 1A and 1B is defined as the nugget end, and it is preferable that the area ratio of iron-based carbides is 0.3% or more in an observation region R1 of 100 μm square near the nugget end within the region including the nugget end within the nugget.
Here, iron-based carbides are, for example, Fe 2-3 C, and in the present disclosure, those containing 50 at% or more of Fe and 25 at% or more of C are considered to be iron-based carbides. The area ratio of iron-based carbides is a value measured by performing picral corrosion on the nugget cross section and observing it with an SEM. By performing post-energization (tempering energization) for the purpose of tempering, the area ratio of iron-based carbides becomes 0.3% or more in the observation region R1 near the nugget edge, and the joint can achieve high values in peel strength, mainly CTS.

また、観察領域R1において、全析出物の総面積に対する、円相当粒径が30nm以上かつアスペクト比が3以上である鉄系炭化物の総面積が40%であることが好ましい。
析出物としては、セメンタイトが挙げられる。ナゲット13のテンパー通電が進んでいる場合、ナゲット端部近傍の観察領域R1において、全析出物の面積に対し、円相当粒径が30nm以上かつアスペクト比が3以上である鉄系炭化物の面積率が40%以上となり、より高いCTSを有することができる。
In addition, in the observation region R1, it is preferable that the total area of iron-based carbides having a circle-equivalent grain size of 30 nm or more and an aspect ratio of 3 or more accounts for 40% of the total area of all precipitates.
When tempering current is advanced in the nugget 13, the area ratio of iron-based carbides having a circle-equivalent grain size of 30 nm or more and an aspect ratio of 3 or more to the area of all precipitates in the observation region R1 near the end of the nugget becomes 40% or more, and the nugget can have a higher CTS.

(ビッカース硬さ)
ナゲット内でナゲット端部近傍の1000μm四方の測定領域における平均ビッカース硬さが、下記推定式HVで算出される推定ビッカース硬さよりも20Hv以上低いことが好ましい。
推定式HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
式中、各元素記号は、板組に含まれる各鋼板の化学成分に板組の総厚に対する各鋼板の板厚比を乗じた加重平均をナゲットの平均化学成分とみなした場合の各元素の含有量を意味する。
(Vickers hardness)
It is preferable that the average Vickers hardness in a 1000 μm square measurement region in the nugget near the end of the nugget is 20 Hv or more lower than the estimated Vickers hardness calculated by the following estimation formula HV.
Estimated formula HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
In the formula, each element symbol represents the content of each element when the weighted average obtained by multiplying the chemical composition of each steel plate included in the sheet assembly by the sheet thickness ratio of each steel plate to the total thickness of the sheet assembly is considered to be the average chemical composition of the nugget.

本開示に係るスポット溶接継手10は、焼き戻しを目的とした後通電(テンパー通電)が行われていることで、ナゲット端部近傍における平均ビッカース硬さが、推定式HVから算出されるビッカース硬さに対して20HV以上低くなり、継手は剥離強度、主にCTSにおいて高い値を得ることができる。 The spot-welded joint 10 according to the present disclosure is subjected to post-energization (tempering energization) for the purpose of tempering, so that the average Vickers hardness near the nugget edge is 20 HV or more lower than the Vickers hardness calculated using the HV estimation formula, and the joint achieves high values for peel strength, mainly CTS.

ナゲット端部近傍におけるビッカース硬さの測定は、ナゲット13の内部において、ナゲット端部13Eに最も近く、一辺が板厚方向となり、かつ板界面15に対して対称となる1000μm四方の領域R2にて行う。ナゲット端部近傍の測定領域R2において、荷重300gfでビッカース硬さを10点測定し、その平均値を平均ビッカース硬さとする。なお、測定においては、すべての圧痕が最近接圧痕から自身の圧痕サイズ4つ分以上に相当する距離があるものとする。
なお、板厚が小さくナゲット端部近傍に1000μm四方の領域R2が確保できない場合は、ナゲット端13Eから2000μm以内の領域においてビッカース硬さを10点測定し、その平均値を平均ビッカース硬さとする。
The Vickers hardness measurement near the nugget edge is performed in a 1000 μm square region R2 inside the nugget 13, closest to the nugget edge 13E, with one side in the sheet thickness direction and symmetrical with respect to the sheet interface 15. In the measurement region R2 near the nugget edge, the Vickers hardness is measured at 10 points with a load of 300 gf, and the average value is taken as the average Vickers hardness. Note that in the measurement, all indentations are assumed to be at a distance equivalent to at least four indentation sizes from the nearest indentation.
In addition, if the plate thickness is small and a 1000 μm square region R2 cannot be secured near the nugget end, the Vickers hardness is measured at 10 points in a region within 2000 μm from the nugget end 13E, and the average value is taken as the average Vickers hardness.

(ナゲット端部近傍におけるP濃度及びMn濃度)
ナゲット端部近傍の観察領域R1の板厚方向及び板厚方向に対する垂直方向のそれぞれに沿って1μm間隔で10000点のP濃度及びMn濃度を測定し、P濃度がナゲットの平均化学成分の平均P含有量の2倍以上である測定点をP濃化部、Mn濃度がナゲットの平均化学成分の平均Mn含有量の2倍以上である測定点をMn濃化部とするとき、全測定点数10000点に対する前記P濃化部の数であるP濃化部面積率及び前記全測定点数10000点に対する前記Mn濃化部の数であるMn濃化部面積率が、それぞれ0.5%以下であることが好ましい。各濃化部は、EPMA(電子プローブマイクロアナライザー)によって測定することができる。
ここでの、ナゲットの平均化学成分は、2枚の高強度鋼板1A,1Bの加重平均含有量(質量%)で算出する。
(P concentration and Mn concentration near the nugget edge)
The P and Mn concentrations are measured at 10,000 points at 1 μm intervals along the thickness direction and the direction perpendicular to the thickness direction in an observation region R1 near the nugget edge, and the measurement points where the P concentration is at least twice the average P content of the average chemical composition of the nugget are defined as P-enriched regions, and the measurement points where the Mn concentration is at least twice the average Mn content of the average chemical composition of the nugget are defined as Mn-enriched regions. The P-enriched region area ratio, which is the number of P-enriched regions out of a total of 10,000 measurement points, and the Mn-enriched region area ratio, which is the number of Mn-enriched regions out of a total of 10,000 measurement points, are each preferably 0.5% or less. Each enriched region can be measured using an EPMA (electron probe microanalyzer).
Here, the average chemical composition of the nugget is calculated as the weighted average content (mass %) of the two high-strength steel plates 1A and 1B.

ナゲット端部領域におけるP濃化部面積率及びMn濃化部面積率が、それぞれ0.5%以下であれば、これらの元素の偏析が生じていないとみなすことができ、CTSがより向上した抵抗スポット溶接継手とすることができる。 If the area ratios of P-enriched areas and Mn-enriched areas in the nugget edge region are each 0.5% or less, it can be assumed that no segregation of these elements has occurred, resulting in a resistance spot welded joint with improved CTS.

本開示に係るスポット溶接継手の用途は特に限定されないが、例えば、車体部品として特に好適に用いることができる。 The uses of the spot welded joints disclosed herein are not particularly limited, but they can be particularly well suited for use as vehicle body parts, for example.

[スポット溶接継手の製造方法]
次に、本開示に係るスポット溶接継手を製造する方法について説明する。本開示に係るスポット溶接継手を製造する方法は特に限定されないが、以下に説明するスポット溶接継手の製造方法によれば、本開示に係るスポット溶接継手を好適に製造することができる。ただし、本開示に係るスポット溶接継手は、以下に説明するスポット溶接継手の製造方法(「本開示に係るスポット溶接継手の製造方法」と称する。)によって製造されたスポット溶接継手に限定されない。
[Method for manufacturing spot welded joints]
Next, a method for manufacturing a spot-welded joint according to the present disclosure will be described. While the method for manufacturing a spot-welded joint according to the present disclosure is not particularly limited, the spot-welded joint according to the present disclosure can be suitably manufactured by the method for manufacturing a spot-welded joint described below. However, the spot-welded joint according to the present disclosure is not limited to spot-welded joints manufactured by the method for manufacturing a spot-welded joint described below (hereinafter referred to as the "method for manufacturing a spot-welded joint according to the present disclosure").

本開示に係るスポット溶接継手の製造方法は、隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む複数枚の鋼板が重ね合わされた板組を、一対の電極で板厚方向に挟み込んで加圧しながら電流値I(kA)で通電することにより、前記2枚の高強度鋼板の板界面において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットを形成する第1通電工程と、
前記第1通電工程後、前記一対の電極間の通電を休止して前記ナゲットを冷却する冷却工程と、
前記冷却工程後、前記一対の電極間で電流値I(kA)で通電することにより前記ナゲットを加熱する第2通電工程と、
を含む。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
A method for manufacturing a spot welded joint according to the present disclosure includes a first current application step of applying a current of I 1 (kA) to a plate assembly including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, while sandwiching the plate assembly between a pair of electrodes in a plate thickness direction and applying pressure to the plate assembly, thereby forming a nugget having a nugget diameter equal to or greater than a minimum nugget diameter Dmin (mm) defined by the following formula (1) at the plate interface between the two high-strength steel plates:
a cooling step of cooling the nugget by stopping the current flow between the pair of electrodes after the first current flow step;
a second current application step of applying a current I 2 (kA) between the pair of electrodes to heat the nugget after the cooling step;
Includes.
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.

<第1通電工程>
まず、第1通電工程として、隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む複数枚の鋼板が重ね合わされた板組を、一対の電極で板厚方向に挟み込んで加圧しながら電流値I(kA)で通電することにより、前記2枚の高強度鋼板の板界面において下記式(1)で規定される最小ナゲット径Dmin以上となるナゲット径を有するナゲットを形成する。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
<First energization process>
First, in the first current application step, a plate assembly consisting of multiple overlapping steel plates, including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, is sandwiched between a pair of electrodes in the plate thickness direction and pressurized while a current of I 1 (kA) is applied thereto, thereby forming a nugget at the plate interface between the two high-strength steel plates having a nugget diameter equal to or greater than the minimum nugget diameter Dmin defined by the following formula (1):
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.

2枚の高強度鋼板の板界面において最小ナゲット径Dmin以上となるナゲットを形成するには、事前テストまたはシミュレーションによって、最小ナゲット径以上となる本通電条件を求めればよい。本通電条件とは、電流値や加圧力のシーケンスである。
事前テストは例えば、加圧力を一定とし、電流値を変化させることにより実施できる。またシミュレーションは、市販の抵抗溶接シミュレーションソフトウェア、例えばSORPAS(SCSK株式会社)を用いて、電流値や加圧力を入力することで、その条件に対するナゲット径を確認することにより実施できる。
To form a nugget with a minimum nugget diameter Dmin or larger at the sheet interface between two high-strength steel sheets, the actual current conditions that result in the minimum nugget diameter or larger can be determined by a preliminary test or simulation. The actual current conditions are a sequence of current values and pressure forces.
The preliminary test can be performed, for example, by keeping the applied pressure constant and varying the current value. The simulation can also be performed using commercially available resistance welding simulation software, such as SORPAS (SCSK Corporation), by inputting the current value and applied pressure and checking the nugget diameter for those conditions.

第1通電工程では、スポット溶接によって、高強度鋼板1A,1Bの板界面において、最小ナゲット径Dmin以上となるナゲット径を有し、板組を構成する全ての鋼板を接合するナゲットが形成されるように電流値I(kA)及び通電時間t(ms)を設定することが好ましい。
図5は、2枚の鋼板を重ねた板組に対して第1通電工程を行った場合に形成されるナゲットの一例を概略的に示している。図5に示すように、鋼板1A,1Bを重ね合わせた板組を板厚方向に挟み込むように電極2A、2Bを押し当てた状態のまま、電極2Aと電極2Bの間で通電を行う。これにより鋼板1Aと鋼板1Bとの通電部にはナゲット13及び熱影響部(いわゆるHAZ)14が形成され、両鋼板がスポット溶接される。
In the first current application process, it is preferable to set the current value I 1 (kA) and the current application time t 1 (ms) so that a nugget having a nugget diameter equal to or larger than the minimum nugget diameter Dmin is formed at the plate interface between the high-strength steel plates 1A and 1B by spot welding, and which joins all of the steel plates that make up the plate assembly.
5 is a schematic diagram showing an example of a nugget formed when the first current application step is performed on a sheet assembly in which two steel sheets are stacked. As shown in Fig. 5, electrodes 2A and 2B are pressed against each other so as to sandwich the sheet assembly in which steel sheets 1A and 1B are stacked in the thickness direction, and current is applied between electrodes 2A and 2B. As a result, a nugget 13 and a heat-affected zone (so-called HAZ) 14 are formed at the current-applied portion of steel sheet 1A and steel sheet 1B, and the two steel sheets are spot-welded.

第1通電工程では最小ナゲット径Dmin以上であるナゲット径が形成されれば溶接条件の制限は無い。電流値Iは一定でも変化させてもパルス状でもよく、パルス状のように電流値を変化させる場合、Iは最大の値をいう。
アップスロープの場合、アップスロープも含めた通電時間をtとし、パルス状通電の場合、無通電の時間を除いた通電時間をtとする。
板組に対する電極2A、2Bの加圧力加圧力は一定でも変化させてもパルス状でもよく、加圧力は例えば3.0~5.0kNである。
In the first current application step, there are no restrictions on the welding conditions as long as a nugget diameter equal to or larger than the minimum nugget diameter Dmin is formed. The current value I1 may be constant, variable, or pulsed. When the current value is varied, such as in a pulsed manner, I1 refers to the maximum value.
In the case of an upslope, the energization time including the upslope is defined as t1 , and in the case of pulsed energization, the energization time excluding the non-energization time is defined as t1 .
The pressure applied by the electrodes 2A and 2B to the plate assembly may be constant, variable, or pulsed, and the pressure is, for example, 3.0 to 5.0 kN.

<冷却工程>
第1通電工程後、一対の電極間の通電を休止してナゲットを冷却する。冷却工程では、少なくともナゲット端部がマルテンサイト変態している必要がある。ナゲット内での温度勾配は大きくないので、ナゲット端部でマルテンサイト変態が生じている場合はほとんどナゲット中心でもマルテンサイト変態が生じている。少なくともナゲット端部でマルテンサイト変態を生じさせるには、ナゲット端部をMs点以下に冷却する。Ms点は板組から下記式により算出できる。下記式中、(%元素記号)は、板組に含まれる各鋼板の各元素の含有量(質量%)に、板組の総厚に対する各鋼板の板厚比を乗じた加重平均、すなわち前述のナゲットの平均化学成分を意味する。
Ms点=550-361×(%C)-39×(%Mn)-35×(%V)-20×(%Cr)-17×(%Ni)-10×(%Cu)-5×(%Mo+%W)+15×(%Co)+30(%Al)

ナゲット端部をMs点以下に冷却する手段としては、例えば、以下の3つの手段が挙げられる。
(1)無通電で加圧
(2)低電流の通電
(3)電極を開放
上記(1)~(3)のいずれか単独で冷却してもよいし、組み合わせて冷却してもよいが、冷却時間tc1は400ms以上とすることが好ましい。
冷却時間tc1が400ms未満では第2通電工程の前にナゲット端部が凝固しないおそれがある。
冷却時間tc1の上限は限定されない。ただし、冷却時間tc1が長いほど作業効率が低下することになるため、冷却時間tc1は2000ms以下であることが好ましい。
<Cooling process>
After the first current application step, the current between the pair of electrodes is stopped to cool the nugget. In the cooling step, at least the edge of the nugget must have undergone martensitic transformation. Since the temperature gradient within the nugget is not large, if martensitic transformation occurs at the edge of the nugget, it is likely that martensitic transformation also occurs in the center of the nugget. To induce martensitic transformation at least at the edge of the nugget, the edge of the nugget must be cooled to below the Ms point. The Ms point can be calculated from the sheet assembly using the following formula. In the formula, (% element symbol) represents the weighted average of the content (mass %) of each element in each steel sheet included in the sheet assembly multiplied by the thickness ratio of each steel sheet to the total thickness of the sheet assembly, i.e., the average chemical composition of the nugget described above.
Ms point = 550-361×(%C)-39×(%Mn)-35×(%V)-20×(%Cr)-17×(%Ni)-10×(%Cu)-5×(%Mo+%W)+15×(%Co)+30(%Al)
.
As a means for cooling the nugget edge to the Ms point or lower, for example, the following three means can be mentioned.
(1) Apply pressure without current (2) Apply low current (3) Open the electrodes. Any of the above (1) to (3) may be used for cooling alone or in combination, but it is preferable that the cooling time tc1 be 400 ms or more.
If the cooling time tc1 is less than 400 ms, there is a risk that the nugget edge will not solidify before the second current application step.
There is no upper limit to the cooling time tc1 , but since the longer the cooling time tc1 , the lower the work efficiency, it is preferable that the cooling time tc1 be 2000 ms or less.

<第2通電工程>
前記冷却工程後、前記一対の電極間で電流値I(kA)で通電することにより前記ナゲットを加熱する。
第2通電工程では、アップスロープ通電及びダウンスロープ通電の少なくとも一方を行うことが好ましい。ナゲット径が増加するにつれて、ナゲット端部が電極の外側に位置する場合がある。そのため、アップスープやダウンスロープ入れることで、電極と鋼板がなじみやすくなり、ナゲット端部の熱処理が行いやすくなる。
<Second energization process>
After the cooling step, the nugget is heated by passing a current I 2 (kA) between the pair of electrodes.
In the second current application step, it is preferable to perform at least one of upslope current application and downslope current application. As the nugget diameter increases, the nugget edge may be located outside the electrode. Therefore, by applying upslope or downslope current application, the electrode and the steel sheet become more intimately attached to each other, facilitating heat treatment of the nugget edge.

冷却工程において通電を休止する時間が0.4s(=20cycles)以上であり、第2通電工程において、第1通電工程の電流値I(kA)に対する第2通電工程の最大電流値I2max(kA)の電流比(I2max/I)が0.50~0.80となるように後通電を行い、かつ、25kA/sec(=0.5kA/cycle)以上のアップスロープ及び-25kA/sec(=-0.5kA/cycle)以下のダウンスロープの少なくとも一方を施すことが好ましい。
第2通電工程では、少なくともナゲット端部がA点未満まで加熱される。第2通電において、焼き戻しが生じていることは、硬さ試験でナゲット端部近傍を観察することにより確認できる。
あるいは、冷却工程において、通電を休止する時間が0.08s(=4cycles)以上であり、第2通電工程において、第1通電工程の電流値I(kA)に対する第2通電工程の最大電流値I2max(kA)の電流比(I2max/I)が0.70~0.95となるように後通電を行い、かつ、25kA/sec(=0.5kA/cycle)以上のアップスロープ及び-25kA/sec(=-0.5kA/cycle)以下のダウンスロープの少なくとも一方を施すことも好ましい。
第2通電工程では、少なくともナゲット端部が融点未満まで加熱される。第2通電において、凝固偏析緩和が生じていることは、EPMA測定でナゲット端部近傍を観察することにより確認できる。第2通電時間tの上限は、ナゲット端部まで再溶融することを避けるため2500ms以下であることが好ましい。
It is preferable that the time for which current application is suspended in the cooling step is 0.4 seconds (=20 cycles) or more, that post-current application is performed in the second current application step so that the current ratio (I 2max /I 1 ) of the maximum current value I 2max (kA) in the second current application step to the current value I 1 (kA) in the first current application step is 0.50 to 0.80, and that at least one of an upslope of 25 kA/sec (=0.5 kA/cycle) or more and a downslope of −25 kA/sec (=−0.5 kA/cycle) or less is applied.
In the second current application step, at least the edge of the nugget is heated to below point A1 . The occurrence of tempering in the second current application step can be confirmed by observing the vicinity of the edge of the nugget in a hardness test.
Alternatively, it is also preferable that in the cooling step, the time for which current application is suspended is 0.08 seconds (=4 cycles) or more, and in the second current application step, post-current application is performed so that the current ratio (I 2max /I 1 ) of the maximum current value I 2max (kA) in the second current application step to the current value I 1 ( kA) in the first current application step is 0.70 to 0.95, and that at least one of an upslope of 25 kA/sec (=0.5 kA/cycle) or more and a downslope of −25 kA/sec (=−0.5 kA/cycle) or less is applied.
In the second current application step, at least the nugget edge is heated to a temperature lower than the melting point. The occurrence of solidification segregation relaxation in the second current application step can be confirmed by observing the vicinity of the nugget edge by EPMA measurement. The upper limit of the second current application time t2 is preferably 2500 ms or less to avoid remelting up to the nugget edge.

第2通電はどのような通電パターンでもよい。好ましくはアップスロープやダウンスロープを行い、これにより、電極と鋼板の接触を安定させることで、電極肩部が鋼板に接するためにナゲット端部の焼戻しをしやすくなる The second current can be applied in any pattern. An upslope or downslope pattern is preferred. This stabilizes contact between the electrode and the steel sheet, allowing the electrode shoulder to contact the steel sheet and facilitate tempering of the nugget edge.

以上、本開示に係るスポット溶接継手及びその製造方法の実施形態の一例ついて説明したが、本開示に係るスポット溶接継手及びスポット溶接継手の製造方法は上記実施形態に限定されない。
本開示に係るスポット溶接継手の製造方法は、第1通電工程の前に、各高強度鋼板1A,1Bの化学成分に基づき、式(1)により最小ナゲット径Dminを算出する算出工程を含んでもよい。
また、例えば、第2通電後、板組から一旦電極を離して又は離さずに無通電として時間tc2が経過してから、ナゲットが再溶融しない第3通電を行ってもよい。
Although an example of an embodiment of the spot welded joint and the manufacturing method thereof according to the present disclosure has been described above, the spot welded joint and the manufacturing method of the spot welded joint according to the present disclosure are not limited to the above embodiment.
The manufacturing method of a spot welded joint according to the present disclosure may include a calculation step of calculating the minimum nugget diameter Dmin using formula (1) based on the chemical composition of each high-strength steel plate 1A, 1B before the first current application step.
Also, for example, after the second current application, the electrodes may be temporarily separated from the sheet assembly, or may not be separated from the sheet assembly, and no current may be applied for a time tc2 , after which a third current application may be performed, which does not re-melt the nugget.

また、ナゲットは、例えば、図6に示すように鋼板3枚のうち外側に位置する1枚の鋼板1Dの厚みが他の2枚の高強度鋼板1A,1Bの厚みより薄く、隣接する2枚の鋼板の間に形成された2つのナゲット13A,13Bが結合したような形状であってもよい。このようなスポット溶接継手30において、例えば、鋼板1A,1Bが980MPa以上の高強度鋼板であり、鋼板1Dは980MPa未満である場合、図2に示すスポット溶接継手10と同様、ナゲットのうち高強度鋼板1A,1Bを接合する部分13Bにおいて、ナゲット径が式1によって算出される最小ナゲットDmin以上であり、アスペクト比が1.0~7.0の旧オーステナイト粒が存在していればよい。 Also, for example, as shown in FIG. 6, the nugget may have a shape in which two nuggets 13A, 13B formed between two adjacent steel plates are joined, with the thickness of one steel plate 1D, located on the outer side of three steel plates, thinner than the thickness of the other two high-strength steel plates 1A, 1B. In such a spot-welded joint 30, for example, if steel plates 1A, 1B are high-strength steel plates of 980 MPa or more and steel plate 1D is less than 980 MPa, similar to the spot-welded joint 10 shown in FIG. 2, it is sufficient that the nugget diameter is equal to or greater than the minimum nugget Dmin calculated by Equation 1 and that prior austenite grains with an aspect ratio of 1.0 to 7.0 are present in the portion 13B of the nugget joining the high-strength steel plates 1A, 1B.

以下、本開示に係るスポット溶接継手およびその製造方法の実施例について説明する。尚、本開示に係るスポット溶接継手およびその製造方法は以下の実施例に限定されるものではない。 The following describes examples of spot-welded joints and manufacturing methods thereof according to the present disclosure. Note that the spot-welded joints and manufacturing methods thereof according to the present disclosure are not limited to the following examples.

<実施例1>
[2枚板の抵抗スポット溶接継手の製造]
表1に示す鋼板を表2A~表2Dに示すように組み合わせて種々の板組を準備し、各板組に対してスポット溶接を行い、種々のスポット溶接継手を製造した。
表1には、鋼板の板厚、引張強さ、化学成分の含有量(質量%)のほか、式1によって算出される最小ナゲット径Dmin、各鋼板2枚の板組をスポット溶接したナゲット端部近傍におけるビッカース硬さ(「ナゲット硬さ」と表記)等を記載した。
Example 1
[Manufacturing of two-plate resistance spot welded joints]
Various plate combinations were prepared by combining the steel plates shown in Table 1 as shown in Tables 2A to 2D, and spot welding was performed on each plate combination to produce various spot-welded joints.
Table 1 lists the thickness, tensile strength, and chemical component contents (mass%) of the steel plates, as well as the minimum nugget diameter Dmin calculated by Equation 1, and the Vickers hardness (referred to as "nugget hardness") near the nugget edge where two steel plates are spot-welded together.


[評価]
製造したスポット溶接継手について、ナゲット内の旧オーステナイト粒のアスペクト比、ナゲット端部近傍のP及びMnの各濃化部面積率、平均ビッカース硬さHV等を前述の通り測定した。
[evaluation]
The produced spot-welded joints were measured for the aspect ratio of the prior austenite grains in the nugget, the area ratio of the P and Mn enriched portions near the nugget edge, the average Vickers hardness HV, and the like, as described above.

また、各スポット溶接継手のCTSを、JIS Z 3137:1999「抵抗スポット及びプロジェクション溶接継手の十字引張試験に対する試験片寸法及び試験方法」に準拠して測定した。 The CTS of each spot-welded joint was also measured in accordance with JIS Z 3137:1999, "Specimen dimensions and test methods for cross-tensile tests on resistance spot- and projection-welded joints."

(CTS上昇量)
各スポット溶接継手のCTSとそれぞれ対応する単通電(第1通電)のみを施したスポット溶接継手のCTSとの差を、対応する単通電(第1通電)のみを施したスポット溶接継手のCTSで除して上昇量(%)を算出し、以下の基準により評価した。
×:10%以下
△:10%超、20%未満
〇:20%以上
(CTS increase amount)
The difference between the CTS of each spot-welded joint and the CTS of the corresponding spot-welded joint subjected to only a single current (first current) was divided by the CTS of the corresponding spot-welded joint subjected to only a single current (first current) to calculate the increase (%), and the increase was evaluated according to the following criteria.
×: 10% or less △: More than 10% but less than 20% 〇: 20% or more

(CTSばらつき評価)
また、各例において同じ条件でそれぞれ5個のスポット溶接継手を製造し、各CTSを測定してCTSばらつきを下記基準により評価した。
×:±1.8kN以上
△:±1.0超、1.8kN未満
〇:1.0kN以下
(CTS Variation Evaluation)
In addition, five spot-welded joints were produced under the same conditions for each example, and the CTS of each was measured and evaluated for CTS variation according to the following criteria.
×: ±1.8 kN or more △: More than ±1.0, less than ±1.8 kN ◯: 1.0 kN or less

(総合判定)
CTS及びCTSばらつきの各評価に基づき、以下のように判定した。
×:1つでも×がある場合
△:一方が△、一方が〇の場合
〇:両方とも〇の場合
(Overall Judgment)
Based on the evaluation of CTS and CTS variation, the following judgments were made.
×: If there is even one ×△: If one is △ and the other is 〇〇: If both are 〇〇

表2A~表2Dに、板組、溶接条件、評価結果を示す。なお、第二通電条件における「クール時間」は第一通電工程後、第二通電開始までの冷却時間を、「電流比」は第一通電工程の電流値に対する第二通電工程の電流値の電流比を意味する。また、「母材に対するビッカース硬さ低下量(Hv)」は、板組に含まれる各鋼板の化学成分を各板厚に応じて加重平均した含有量によって算出したナゲット端部領域における推定ビッカース硬さに対する低下量である。 Tables 2A to 2D show the sheet assembly, welding conditions, and evaluation results. Note that the "cooling time" for the second current conditions refers to the cooling time after the first current process and before the start of the second current process, and the "current ratio" refers to the current ratio of the current value in the second current process to the current value in the first current process. Furthermore, the "Vickers hardness reduction (Hv) relative to the base material" refers to the reduction in estimated Vickers hardness in the nugget edge region, calculated using the weighted average content of the chemical components of each steel sheet included in the sheet assembly according to the sheet thickness.




<実施例2>
[3枚板の抵抗スポット溶接継手の製造]
表1に示す鋼板を表3に示すように組み合わせて種々の板組を準備し、各板組に対してスポット溶接を行い、種々のスポット溶接継手を製造し、実施例1と同様に評価した。なお、3枚板組の鋼板1と鋼板2の板界面に剥離荷重がかかるように十字引張試験を実施した。また、実際のナゲット径は、鋼板1と鋼板2の板界面だった位置の長さである。
Example 2
[Manufacturing of three-plate resistance spot welded joints]
Various plate assemblies were prepared by combining the steel plates shown in Table 1 as shown in Table 3, and spot welding was performed on each plate assembly to produce various spot-welded joints, which were evaluated in the same manner as in Example 1. Note that a cross tensile test was performed so that a peel load was applied to the plate interface between steel plate 1 and steel plate 2 of each three-plate assembly. The actual nugget diameter was the length of the position at the plate interface between steel plate 1 and steel plate 2.


発明例では、いずれも本開示で規定する最小ナゲット径以上であるナゲット径を有し、ナゲット内にアスペクト比が1.0以上1.7以下の結晶粒が存在し、CTS上昇量が高く、かつCTSばらつきが抑制されていた。
一方、比較例では、本開示で規定する板組又は通電条件を満たさず、CTS上昇量及びCTSの少なくとも一方が不足した。
In the examples of the invention, all had nugget diameters equal to or greater than the minimum nugget diameter specified in the present disclosure, crystal grains with aspect ratios of 1.0 to 1.7 were present within the nugget, the CTS increase was high, and CTS variation was suppressed.
On the other hand, the comparative example did not satisfy the plate assembly or current application conditions defined in the present disclosure, and at least one of the CTS increase amount and the CTS was insufficient.

1A、1B、1C、1D 鋼板
2A、2B 電極
10、20、30 スポット溶接継手
13 ナゲット
13E ナゲット端部
14 熱影響部(HAZ)
15 板界面
1A, 1B, 1C, 1D Steel plates 2A, 2B Electrodes 10, 20, 30 Spot welded joint 13 Nugget 13E Nugget edge 14 Heat affected zone (HAZ)
15 Plate interface

Claims (11)

C含有量が0.21質量%以上及びSi含有量が0.38質量%以上であり、隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組と、前記板組において前記複数枚の鋼板を接合し、前記2枚の高強度鋼板の板界面であった位置において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットとを含み、
前記ナゲット内にアスペクト比が1.0以上1.7以下の結晶粒が存在する抵抗スポット溶接継手。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
The present invention relates to a plate assembly including a plurality of overlapping steel plates, the plurality of overlapping steel plates having a C content of 0.21% by mass or more and a Si content of 0.38% by mass or more, and two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, and a nugget that joins the plurality of steel plates in the plate assembly and has a nugget diameter that is equal to or greater than the minimum nugget diameter Dmin (mm) defined by the following formula (1) at a position that was the plate interface between the two high-strength steel plates,
A resistance spot welded joint, wherein the nugget contains crystal grains having an aspect ratio of 1.0 or more and 1.7 or less.
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.
前記ナゲットの中心を通る前記板組の板厚方向の断面において、前記ナゲットの溶融境界のうち、前記2枚の高強度鋼板の板界面であった位置に相当する部分をナゲット端部とし、前記ナゲット内で前記ナゲット端部近傍の100μm四方の観察領域において、鉄系炭化物の面積率が0.3%以上である請求項1に記載の抵抗スポット溶接継手。 The resistance spot welded joint described in claim 1, wherein the nugget edge is defined as the portion of the nugget fusion boundary that corresponds to the position of the interface between the two high-strength steel plates in a cross section of the plate assembly in the plate thickness direction passing through the center of the nugget, and the area ratio of iron-based carbides is 0.3% or more in an observation area of 100 μm square within the nugget near the nugget edge. 前記観察領域において、全析出物の総面積に対する、円相当粒径が30nm以上かつアスペクト比が3以上である鉄系炭化物の総面積が40%以上である請求項2に記載の抵抗スポット溶接継手。 3. The resistance spot welded joint according to claim 2, wherein in the observation region, a total area of iron-based carbides having a circle-equivalent grain size of 30 nm or more and an aspect ratio of 3 or more relative to the total area of all precipitates is 40% or more . 前記ナゲットの中心を通る前記板組の板厚方向の断面において、前記ナゲットの溶融境界のうち、前記2枚の高強度鋼板の板界面であった位置に相当する部分をナゲット端部とし、前記ナゲット内で前記ナゲット端部近傍の1000μm四方の測定領域における平均ビッカース硬さが、下記推定式HVで算出される推定ビッカース硬さよりも20Hv以上低い請求項1~請求項3のいずれか1項に記載の抵抗スポット溶接継手。
推定式HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
式中、各元素記号は、前記板組に含まれる各鋼板の化学成分に前記板組の総厚に対する各鋼板の板厚比を乗じた加重平均を前記ナゲットの平均化学成分とみなした場合の各元素の含有量を意味する。
4. The resistance spot welded joint according to claim 1, wherein a portion of the fusion boundary of the nugget corresponding to a position that was an interface between the two high-strength steel plates in a cross section of the plate assembly in the plate thickness direction that passes through the center of the nugget is defined as a nugget end portion, and the average Vickers hardness in a 1000 μm square measurement region within the nugget near the nugget end portion is 20 Hv or more lower than an estimated Vickers hardness calculated by the following estimation formula HV:
Estimated formula HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
In the formula, each element symbol represents the content of each element when the weighted average obtained by multiplying the chemical composition of each steel plate included in the plate assembly by the plate thickness ratio of each steel plate to the total thickness of the plate assembly is considered to be the average chemical composition of the nugget.
前記ナゲットの中心を通る前記板組の板厚方向の断面において、前記ナゲットの溶融境界のうち、前記2枚の高強度鋼板の板界面であった位置に相当する部分をナゲット端部とし、
前記板組に含まれる各鋼板の化学成分に前記板組の総厚に対する各鋼板の板厚比を乗じた加重平均を前記ナゲットの平均化学成分とみなした場合に、
前記ナゲット内で前記ナゲット端部近傍の100μm四方の観察領域において、前記板厚方向に対する垂直方向のそれぞれに沿って1μm間隔で10000点のP濃度及びMn濃度を測定し、前記P濃度が前記ナゲットの平均化学成分の平均P含有量の2倍以上である測定点をP濃化部とし、前記Mn濃度が前記ナゲットの平均化学成分の平均Mn含有量の2倍以上である測定点をMn濃化部とするとき、
全測定点数10000点に対する前記P濃化部の数であるP濃化部面積率及び前記全測定点数10000点に対する前記Mn濃化部の数であるMn濃化部面積率が、それぞれ0.5%以下である請求項1~請求項4のいずれか1項に記載の抵抗スポット溶接継手。
In a cross section of the plate combination in the plate thickness direction passing through the center of the nugget, a portion of the fusion boundary of the nugget corresponding to the position of the plate interface between the two high-strength steel plates is defined as a nugget end portion,
When the weighted average obtained by multiplying the chemical composition of each steel plate included in the plate assembly by the plate thickness ratio of each steel plate to the total thickness of the plate assembly is regarded as the average chemical composition of the nugget,
In a 100 μm square observation region in the nugget near the end of the nugget, the P concentration and the Mn concentration are measured at 10,000 points at 1 μm intervals along each of the directions perpendicular to the plate thickness direction, and the measurement points where the P concentration is twice or more the average P content of the average chemical composition of the nugget are defined as P-enriched portions, and the measurement points where the Mn concentration is twice or more the average Mn content of the average chemical composition of the nugget are defined as Mn-enriched portions.
The resistance spot welded joint according to any one of claims 1 to 4, wherein a P-enriched area ratio, which is the number of P-enriched areas out of a total of 10,000 measurement points, and a Mn-enriched area ratio, which is the number of Mn-enriched areas out of a total of 10,000 measurement points, are each 0.5% or less.
隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組と、前記板組において前記複数枚の鋼板を接合し、下記式(1)で規定される最小ナゲット径をDmin(mm)とした場合に、前記2枚の高強度鋼板の板界面であった位置におけるナゲット径が、1.2×Dmin以上であるナゲットとを含み、
前記ナゲット内にアスペクト比が1.0以上1.7以下の結晶粒が存在する抵抗スポット溶接継手。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
The present invention includes a plate assembly in which a plurality of steel plates are overlapped, the plate assembly including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, and a nugget in which the plurality of steel plates are joined in the plate assembly, and when a minimum nugget diameter defined by the following formula (1) is Dmin (mm), the nugget diameter at a position that was the plate interface between the two high-strength steel plates is 1.2 × Dmin or more ,
A resistance spot welded joint , wherein the nugget contains crystal grains having an aspect ratio of 1.0 or more and 1.7 or less .
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.
請求項1~請求項6のいずれか1項に記載の抵抗スポット溶接継手を製造する方法であって、
C含有量が0.21質量%以上及びSi含有量が0.38質量%以上であり、隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組を、一対の電極で板厚方向に挟み込んで加圧しながら電流値I(kA)で通電することにより、前記2枚の高強度鋼板の板界面において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットを形成する第1通電工程と、
前記第1通電工程後、前記一対の電極間の通電を休止して前記ナゲットを冷却する冷却工程と、
前記冷却工程後、前記一対の電極間で電流値I(kA)で通電することにより前記ナゲットを加熱する第2通電工程と、
を含む、抵抗スポット溶接継手の製造方法。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
A method for manufacturing a resistance spot welded joint according to any one of claims 1 to 6, comprising:
a first current-passing step of sandwiching a plate assembly including a plurality of overlapping steel plates, the plate assembly including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more , with a C content of 0.21 mass % or more and a Si content of 0.38 mass % or more, between a pair of electrodes in the plate thickness direction and applying pressure thereto while passing a current I 1 (kA), thereby forming a nugget having a nugget diameter of at least a minimum nugget diameter Dmin (mm) defined by the following formula (1) at the plate interface between the two high-strength steel plates;
a cooling step of cooling the nugget by stopping the current flow between the pair of electrodes after the first current flow step;
a second current application step of applying a current I 2 (kA) between the pair of electrodes to heat the nugget after the cooling step;
A method for manufacturing a resistance spot welded joint, comprising:
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.
前記第2通電工程において、アップスロープ通電及びダウンスロープ通電の少なくとも一方を行う請求項7に記載の抵抗スポット溶接継手の製造方法。 The method for manufacturing a resistance spot welded joint according to claim 7, wherein at least one of upslope current flow and downslope current flow is performed in the second current flow step. 隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組と、前記板組において前記複数枚の鋼板を接合し、前記2枚の高強度鋼板の板界面であった位置において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットとを含み、
前記ナゲット内にアスペクト比が1.0以上1.7以下の結晶粒が存在する抵抗スポット溶接継手を製造する方法であって、
隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組を、一対の電極で板厚方向に挟み込んで加圧しながら電流値I1(kA)で通電することにより、前記2枚の高強度鋼板の板界面において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットを形成する第1通電工程と、
前記第1通電工程後、前記一対の電極間の通電を休止して前記ナゲットを冷却する冷却工程と、
前記冷却工程後、前記一対の電極間で電流値I2(kA)で通電することにより前記ナゲットを加熱する第2通電工程と、
を含み、
前記冷却工程において、前記通電を休止する時間が0.4s以上であり、
前記第2通電工程において、前記第1通電工程の前記電流値I(kA)に対する前記第2通電工程の最大電流値I2max(kA)の電流比(I2max/I)が0.50~0.80となるように通電を行い、かつ、25kA/sec以上のアップスロープ及び-25kA/sec以下のダウンスロープの少なくとも一方を施す抵抗スポット溶接継手の製造方法。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
The present invention relates to a plate assembly including a plurality of overlapping steel plates, the plurality of steel plates including two adjacent overlapping high-strength steel plates each having a tensile strength of 980 MPa or more, and a nugget that joins the plurality of steel plates in the plate assembly and has a nugget diameter that is equal to or greater than the minimum nugget diameter Dmin (mm) defined by the following formula (1) at a position that was the plate interface between the two high-strength steel plates,
A method for manufacturing a resistance spot welded joint in which crystal grains having an aspect ratio of 1.0 to 1.7 are present in the nugget, comprising:
a first current-passing step of passing a current I1 (kA) through a plate assembly including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, while sandwiching the plate assembly between a pair of electrodes in the plate thickness direction and applying pressure to the plate assembly, thereby forming a nugget having a nugget diameter equal to or larger than a minimum nugget diameter Dmin (mm) defined by the following formula (1) at the plate interface between the two high-strength steel plates;
a cooling step of cooling the nugget by stopping the current flow between the pair of electrodes after the first current flow step;
a second current application process of applying a current value I2 (kA) between the pair of electrodes to heat the nugget after the cooling process;
Including,
In the cooling step, the time for which the current supply is stopped is 0.4 seconds or more,
In the second current application step, current is applied so that the current ratio (I 2max /I 1 ) of the maximum current value I 2max (kA) of the second current application step to the current value I 1 (kA) of the first current application step is 0.50 to 0.80, and at least one of an upslope of 25 kA/sec or more and a downslope of −25 kA/sec or less is applied .
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.
隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組と、前記板組において前記複数枚の鋼板を接合し、前記2枚の高強度鋼板の板界面であった位置において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットとを含み、
前記ナゲット内にアスペクト比が1.0以上1.7以下の結晶粒が存在する抵抗スポット溶接継手を製造する方法であって、
隣接して重なったそれぞれ引張強さが980MPa以上の2枚の高強度鋼板を含む、複数枚の鋼板が重ね合わされた板組を、一対の電極で板厚方向に挟み込んで加圧しながら電流値I1(kA)で通電することにより、前記2枚の高強度鋼板の板界面において下記式(1)で規定される最小ナゲット径Dmin(mm)以上であるナゲット径を有するナゲットを形成する第1通電工程と、
前記第1通電工程後、前記一対の電極間の通電を休止して前記ナゲットを冷却する冷却工程と、
前記冷却工程後、前記一対の電極間で電流値I2(kA)で通電することにより前記ナゲットを加熱する第2通電工程と、
を含み、
前記冷却工程において、前記通電を休止する時間が0.08s以上であり、
前記第2通電工程において、前記第1通電工程の前記電流値I(kA)に対する前記第2通電工程の最大電流値I2max(kA)の電流比(I2max/I)が0.70~0.95となるように通電を行い、かつ、25kA/sec以上のアップスロープ及び-25kA/sec以下のダウンスロープの少なくとも一方を施す抵抗スポット溶接継手の製造方法。
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t・・・式(1)
式(1)において、各元素記号は、前記2枚の高強度鋼板の各化学成分に前記2枚の高強度鋼板の総厚に対する各鋼板の板厚比を乗じた加重平均含有量(質量%)であり、tは前記2枚の高強度鋼板の平均の板厚(mm)である。
The present invention relates to a plate assembly including a plurality of overlapping steel plates, the plurality of steel plates including two adjacent overlapping high-strength steel plates each having a tensile strength of 980 MPa or more, and a nugget that joins the plurality of steel plates in the plate assembly and has a nugget diameter that is equal to or greater than the minimum nugget diameter Dmin (mm) defined by the following formula (1) at a position that was the plate interface between the two high-strength steel plates,
A method for manufacturing a resistance spot welded joint in which crystal grains having an aspect ratio of 1.0 to 1.7 are present in the nugget, comprising:
a first current-passing step of passing a current I1 (kA) through a plate assembly including two adjacent high-strength steel plates each having a tensile strength of 980 MPa or more, while sandwiching the plate assembly between a pair of electrodes in the plate thickness direction and applying pressure to the plate assembly, thereby forming a nugget having a nugget diameter equal to or larger than a minimum nugget diameter Dmin (mm) defined by the following formula (1) at the plate interface between the two high-strength steel plates;
a cooling step of cooling the nugget by stopping the current flow between the pair of electrodes after the first current flow step;
a second current application process of applying a current value I2 (kA) between the pair of electrodes to heat the nugget after the cooling process;
Including,
In the cooling step, the time for which the current supply is stopped is 0.08 seconds or more,
In the second current application step, current is applied so that the current ratio (I 2max /I 1 ) of the maximum current value I 2max (kA) of the second current application step to the current value I 1 (kA) of the first current application step is 0.70 to 0.95, and at least one of an upslope of 25 kA/sec or more and a downslope of −25 kA/sec or less is applied .
Dmin=(4.2(C+N)+0.2Mn+0.1(Si+Al)+0.05Cr+4(P+S)+0.02(Ti+Mo+Nb)+0.01V+3)×√t...Formula (1)
In formula (1), each element symbol represents a weighted average content (mass%) obtained by multiplying each chemical component of the two high-strength steel plates by the plate thickness ratio of each steel plate to the total thickness of the two high-strength steel plates, and t represents the average plate thickness (mm) of the two high-strength steel plates.
前記第1通電工程の前に、前記式(1)によって前記最小ナゲット径Dminを算出する算出工程を含む請求項7~請求項10のいずれか1項に記載の抵抗スポット溶接継手の製造方法。 The method for manufacturing a resistance spot welded joint according to any one of claims 7 to 10, further comprising a calculation step of calculating the minimum nugget diameter Dmin using formula (1) before the first current application step.
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WO2011025015A1 (en) 2009-08-31 2011-03-03 新日本製鐵株式会社 Spot-welded joint and spot welding method
WO2020095847A1 (en) 2018-11-08 2020-05-14 Jfeスチール株式会社 Resistance spot welding method and method for manufacturing welded member

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011025015A1 (en) 2009-08-31 2011-03-03 新日本製鐵株式会社 Spot-welded joint and spot welding method
WO2020095847A1 (en) 2018-11-08 2020-05-14 Jfeスチール株式会社 Resistance spot welding method and method for manufacturing welded member

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