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JP7737015B2 - Spot welded joint and method for manufacturing spot welded joint - Google Patents
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JP7737015B2 - Spot welded joint and method for manufacturing spot welded joint - Google Patents

Spot welded joint and method for manufacturing spot welded joint

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JP7737015B2
JP7737015B2 JP2022052637A JP2022052637A JP7737015B2 JP 7737015 B2 JP7737015 B2 JP 7737015B2 JP 2022052637 A JP2022052637 A JP 2022052637A JP 2022052637 A JP2022052637 A JP 2022052637A JP 7737015 B2 JP7737015 B2 JP 7737015B2
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nugget
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welded joint
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JP2023145265A (en
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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、スポット溶接継手及びスポット溶接継手の製造方法に関する。 This disclosure relates to spot welded joints and methods for manufacturing spot welded joints.

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、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 is used in resistance spot welding, the joint strength (cross tensile strength: CTS) is likely to decrease. Therefore, there is a demand for spot-welded joints that have a high CTS even when using high-tensile steel.
In order to improve the CTS when spot welding high-tensile steel, two post-energization methods have been reported: one for tempering after forming a nugget by main energization, and the other for alleviating solidification segregation.

例えば、特許文献1では、亀裂の伝播抵抗を高めるために、ナゲット内部を等軸状にし、かつ、ナゲットの外側に軟化部を作ってプラグ破断しやすくすることで、継手強度を高くすることが提案されている。
特許文献2では、ナゲット内の大傾角粒界が30μmよりも小さいことで、継手強度が向上することが開示されている。
特許文献3では、ナゲット内にTi炭窒化物を析出させ、結晶粒を微細化させることで継手強度を向上させることが開示されている。
For example, Patent Document 1 proposes increasing the joint strength by making the inside of the nugget equiaxed and by creating a softened portion on the outside of the nugget to facilitate plug fracture in order to increase the resistance to crack propagation.
Patent Document 2 discloses that the joint strength is improved when the high-angle grain boundaries in the nugget are smaller than 30 μm.
Patent Document 3 discloses that titanium carbonitrides are precipitated in the nugget to refine the crystal grains, thereby improving the joint strength.

特許文献4では、板組のうち少なくとも1枚の鋼板は、0.08≦C≦0.3(質量%)、0.1≦Si≦0.8(質量%)、2.5≦Mn≦10.0(質量%)、P≦0.1(質量%)を含有し、下記条件で、電流値I(kA)で通電する主通電工程を行い、焼き戻し後熱処理工程として、冷却時間tct(ms)で冷却した後、電流値I(kA)で、通電時間t(ms)の間通電を行う3段通電によるスポット溶接方法が開示されている。
800≦tct、0.5×I≦I≦I、500≦t
Patent Document 4 discloses a three-stage current spot welding method in which at least one steel plate in a sheet assembly contains 0.08≦C≦0.3 (mass %), 0.1≦Si≦0.8 (mass %), 2.5≦Mn≦10.0 (mass %), and P≦0.1 (mass %), and in which a main current flow process is performed at a current value I w (kA) under the following conditions, and a post-tempering heat treatment process is performed by cooling for a cooling time t ct (ms), and then applying current at a current value I t (kA) for a current flow time t t (ms).
800≦ tct , 0.5× IwItIw , 500≦ tt

また、特許文献5では、少なくとも1枚の鋼板のC含有量が、質量%で0.30%超0.70%以下である板組に対し、下記条件で、電流値I(kA)で通電し、16ms以上200ms以下の時間tc1を無通電とし、電流値I(kA)及び時間t(ms)で通電し、時間tc2(ms)を無通電とし、電流値I(kA)及び時間t(ms)で通電する3段通電による抵抗スポット溶接方法が開示されている。
0.6≦I/I≦1
1,50≦t≦1000
3.5×10-3×Ms-3.3×Ms+1100<tc2≦9000
Ms(℃)=561-474×[C]-33×[Mn]-17×[Ni]-17×[Cr]-21×[Mo]
0.4≦I/I≦1.0,200≦t
Furthermore, Patent Document 5 discloses a three-stage resistance spot welding method for a sheet assembly in which at least one steel sheet has a C content of more than 0.30% and not more than 0.70% by mass, under the following conditions: current is applied at a current value I1 (kA), no current is applied for a time tc1 of 16 ms or more and 200 ms or less, current is applied at a current value I2 (kA) for a time t2 (ms), no current is applied for a time tc2 (ms), and current is applied at a current value I3 (kA) for a time t3 (ms).
0.6≦I 2 /I 1 ≦1
1.50≦ t2 ≦1000
3.5×10 -3 ×Ms 2 -3.3×Ms+1100<t c2 ≦9000
Ms(℃)=561-474×[C]-33×[Mn]-17×[Ni]-17×[Cr]-21×[Mo]
0.4≦I 3 /I 1 ≦1.0, 200≦t 3

特開2013-78782号公報JP 2013-78782 A 特開2012-187615号公報JP 2012-187615 A 特開2016-13572号公報Japanese Patent Application Laid-Open No. 2016-13572 国際公開第2019/156073号International Publication No. 2019/156073 特開2021-154390号公報Japanese Patent Application Laid-Open No. 2021-154390

本開示は、引張強さが980MPa以上の高強度鋼板を含む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、継手強度が向上したスポット溶接継手を提供することを目的とする。
また、本開示は、引張強さが980MPa以上の高強度鋼板を含む板組を単通電のみで抵抗スポット溶接した場合に比べ、継手強度が向上したスポット溶接継手を製造することができるスポット溶接継手の製造方法を提供することを目的とする。
An object of the present disclosure is to provide a spot-welded joint having improved joint strength compared to a spot-welded joint formed by resistance spot welding a plate assembly including high-strength steel plates with a tensile strength of 980 MPa or more using only a single current.
Another object of the present disclosure is to provide a method for manufacturing a spot-welded joint that can produce a spot-welded joint with improved joint strength compared to when a plate assembly including high-strength steel plates with a tensile strength of 980 MPa or more is resistance spot-welded 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> 引張強さが980MPa以上である少なくとも1枚の鋼板を含む複数の鋼板を重ね合わせた板組と、前記板組において前記複数の鋼板を接合するナゲットとを含むスポット溶接継手であって、
前記ナゲットの中心を通る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、前記引張強さの合計が最も高い隣接する2枚の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200μm四方の観察領域において、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の平均粒径が110μm以下であり、かつ下記(イ)又は(ロ)のいずれか一方を満たす、抵抗スポット溶接継手。
(イ)前記ナゲットの平均化学成分の平均P含有量が0.005質量%未満、かつ平均Mn含有量が0.5質量%未満
(ロ)前記ナゲットの平均化学成分の平均P含有量が0.005質量%以上及び平均Mn含有量が0.5質量%以上の少なくとも一方を満たし、前記観察領域において、P濃度が前記平均P含有量の2倍以上であるP濃化部の面積率が0.5%以下、かつMn濃度が前記平均Mn含有量の2倍以上であるMn濃化部の面積率が0.5%以下
<2> 前記ナゲット端部近傍の観察領域において、前記アスペクト比が1.0以上1.7以下の旧オーステナイト粒の平均粒径が90μm以下である<1>に記載の抵抗スポット溶接継手。
<3> 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で算出される硬さの±20HV以内である<1>又は<2>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、元素記号は前記ナゲットの平均化学成分の各元素の含有量を意味する。
<4> 前記引張強さが980MPa以上である鋼板は、C含有量が0.30質量%以上0.60質量%以下であり、かつ、Ti含有量が0.10質量%未満である<1>~<3>のいずれか1つに記載の抵抗スポット溶接継手。
<5> 引張強さが980MPa以上である少なくとも1枚の鋼板を含む2枚以上の鋼板を重ね合わせた板組を、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)で通電して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、前記ナゲットの溶融境界のうち、前記引張強さの合計が最も高い隣接する2枚の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た場合に、前記ナゲット端部の温度がMs点以下になるように、800≦tc1を満たす時間tc1(ms)の間冷却する冷却工程と、
前記冷却工程後、前記ナゲット端部がA点以上、かつ再溶融温度未満になるように、0.80≦I/I<1.2を満たす電流値I(kA)及び200≦tを満たす時間t(ms)で通電する第2通電工程と、
を含む、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 spot welded joint including a plate assembly in which a plurality of steel plates including at least one steel plate having a tensile strength of 980 MPa or more are overlapped, and a nugget that joins the plurality of steel plates in the plate assembly,
In a cross section in the plate thickness direction passing through the center of the nugget, a portion of the fusion boundary of the nugget that corresponds to the position of the plate interface between two adjacent steel plates where the sum of the tensile strengths is the highest is defined as the 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,
A resistance spot welded joint, wherein, in an observation region of 200 μm square within the nugget near the end of the nugget, the average grain size of prior austenite grains having an aspect ratio of 1.0 to 1.7 is 110 μm or less, and wherein either (a) or (b) below is satisfied:
(A) The average chemical composition of the nugget has an average P content of less than 0.005% by mass and an average Mn content of less than 0.5% by mass. (B) The average chemical composition of the nugget satisfies at least one of an average P content of 0.005% by mass or more and an average Mn content of 0.5% by mass or more, and in the observation area, an area ratio of P-enriched portions where the P concentration is twice or more the average P content is 0.5% or less and an area ratio of Mn-enriched portions where the Mn concentration is twice or more the average Mn content is 0.5% or less. <2> The resistance spot welded joint according to <1>, wherein in the observation area near the end of the nugget, the average grain size of the prior austenite grains having an aspect ratio of 1.0 to 1.7 is 90 μm or less.
<3> The resistance spot welded joint according to <1> or <2>, wherein the average Vickers hardness in a 1000 μm square measurement area in the nugget near the end of the nugget is within ±20 HV of the 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, the element symbols represent the content of each element in the average chemical composition of the nugget.
<4> The resistance spot welded joint according to any one of <1> to <3>, wherein the steel plate having a tensile strength of 980 MPa or more has a C content of 0.30 mass% or more and 0.60 mass% or less and a Ti content of less than 0.10 mass%.
<5> A first current-passing step of forming a nugget by sandwiching a sheet set obtained by stacking two or more steel sheets, including at least one steel sheet having a tensile strength of 980 MPa or more, between a pair of electrodes in a sheet thickness direction and applying pressure thereto while passing a current I 1 (kA);
a cooling step of cooling the nugget for a time tc1 (ms) that satisfies 800≦tc1 so that the temperature of the nugget end becomes equal to or lower than the Ms point, where the nugget end is defined as a portion of the fusion boundary of the nugget that corresponds to the position of the sheet interface between the two adjacent steel sheets having the highest sum of the tensile strength after the first current passing step;
a second current application step of applying current I2 (kA) that satisfies 0.80≦ I2 / I1 <1.2 and time t2 (ms) that satisfies 200≦ t2 so that the nugget edge becomes at or above point A3 and below the remelting temperature after the cooling step;
A method for manufacturing a spot welded joint, comprising:

本開示によれば、引張強さが980MPa以上の高強度鋼板を含む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、継手強度が向上したスポット溶接継手が提供される。
また、本開示によれば、引張強さが980MPa以上の高強度鋼板を含む板組を単通電のみで抵抗スポット溶接した場合に比べ、継手強度が向上したスポット溶接継手を製造することができるスポット溶接継手の製造方法が提供される。
According to the present disclosure, a spot-welded joint having improved joint strength is provided compared to a spot-welded joint obtained by resistance spot welding a plate assembly including high-strength steel plates having a tensile strength of 980 MPa or more using only a single current.
Furthermore, according to the present disclosure, there is provided a method for manufacturing a spot-welded joint that can produce a spot-welded joint with improved joint strength compared to when a plate assembly including high-strength steel plates with a tensile strength of 980 MPa or more is resistance spot-welded using only a single current.

ナゲット端部近傍における結晶粒径とCTSの関係を示す図である。FIG. 1 is a diagram showing the relationship between grain size and CTS in the vicinity of the nugget edge. 単通電のみを施した場合のナゲット端部近傍におけるPのEPMA測定結果を示す画像である。10 is an image showing the EPMA measurement results of P near the nugget edge when only a single current is applied. 後通電を施した場合のナゲット端部近傍におけるPのEPMA測定結果を示す画像である。10 is an image showing the EPMA measurement results of P in the vicinity of the nugget edge when post-energization is performed. 後通電を施した場合のナゲット端部近傍におけるPのEPMA測定結果を示す画像である。10 is an image showing the EPMA measurement results of P in the vicinity of the nugget edge when post-energization is performed. 後通電とCTSの関係を示す図である。FIG. 10 is a diagram showing the relationship between post-energization and CTS. 後通電前の冷却時間及び後通電の条件を変更した場合のナゲット端部の熱履歴を示す概略イメージ図である。FIG. 10 is a schematic image diagram showing the thermal history of the nugget edge when the cooling time before post-current application and the conditions of post-current application are changed. 2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 two overlapping steel plates are joined together. 図5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. 6 is an enlarged schematic view showing the vicinity of the nugget end shown in FIG. 5 . 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. 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 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。
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.

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。
本発明者らは、ハイテン材、特に980MPa以上の高強度鋼板を含む板組に抵抗スポット溶接を行った場合でもより高い継手強度を有するスポット溶接継手を得るため、実験及び検討を重ねた。その結果、本通電によってナゲットを形成した後、冷却及び後通電によるナゲット端部の熱履歴を特定の条件に制御してスポット溶接継手を製造すれば、ナゲット端部の凝固偏析緩和が生じ、かつナゲットの旧オーステナイト粒径が小さくなることで、継手強度が大きく向上することを見出した。
すなわち、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、抵抗スポット溶接継手におけるナゲット端部の旧オーステナイト粒界を微小化するとともに、P及びMnの偏析を抑制することで、継手強度を向上させる技術である。
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.
The present inventors conducted extensive experiments and studies to obtain spot-welded joints having higher joint strength even when resistance spot welding is performed on sheet assemblies including high-tensile steel, particularly high-strength steel sheets of 980 MPa or more. As a result, they found that if a spot-welded joint is produced by forming a nugget by main current application and then controlling the thermal history of the nugget edge by cooling and post-current application to specific conditions, solidification segregation at the nugget edge is alleviated and the prior austenite grain size in the nugget is reduced, thereby significantly improving joint strength.
In other words, the spot-welded joint and the method for manufacturing a spot-welded joint according to the present disclosure are technologies that improve joint strength by miniaturizing the prior austenite grain boundaries at the nugget end in the resistance spot-welded joint and suppressing the segregation of P and Mn.

ここで、本開示に至った実験結果について説明する。
ハイテン材を用いたスポット溶接継手のナゲットは、通常、高強度かつ凝固偏析が存在するため、靭性が低下している。このため、後通電によって焼戻しや凝固偏析緩和をしてナゲット靭性を向上させる手法がある。しかし、ナゲットの靭性に旧オーステナイト粒径がどのような影響があるかは不明であった。
そこで、本開示の発明者らが以下のような実験を行ったところ、ナゲット端部近傍においてP、Mnの凝固偏析が緩和した状態で、旧オーステナイト粒界を微細化させることで継手強度が大きく向上することがわかった。
Here, the experimental results that led to this disclosure will be described.
The nugget of a spot-welded joint using high-tensile steel usually has low toughness due to the high strength and the presence of solidification segregation. For this reason, there is a method to improve nugget toughness by tempering and alleviating solidification segregation through post-heating. However, it was unclear how the prior austenite grain size affects nugget toughness.
Therefore, the inventors of the present disclosure conducted the following experiment and found that joint strength can be significantly improved by refining the prior austenite grain boundaries in a state in which the solidification segregation of P and Mn is alleviated near the nugget edge.

表1に示す化学成分(単位:mass%)を有する980MPa級の2種類の鋼板(20PS、20F)を準備した。鋼板20PSは一般的な化学成分であり、鋼板20FはP、Sの含有量を極めて低くしたものである、 Two types of 980 MPa-grade steel plates (20PS and 20F) with the chemical compositions (unit: mass%) shown in Table 1 were prepared. Steel plate 20PS has a standard chemical composition, while steel plate 20F has an extremely low content of P and S.


それぞれ同種の鋼板を2枚重ねた板組(各t=1.6mm、総厚:2t)において、ナゲット径が4√tとなるように抵抗スポット溶接継手を作製した。さらに、各抵抗スポット溶接継手に熱処理を施して、旧オーステナイト粒径を変化させた。熱処理条件は、900℃から1150℃までオーステナイト化温度を変化させ、5分間保持後、水焼き入れを行った。 Resistance spot welded joints were fabricated using two stacked steel plates of the same type (each t = 1.6 mm, total thickness: 2 t) with a nugget diameter of 4√t. Furthermore, each resistance spot welded joint was heat treated to vary the prior austenite grain size. The heat treatment conditions were as follows: the austenitizing temperature was varied from 900°C to 1150°C, and the joint was held for 5 minutes before being water quenched.

熱処理後のスポット溶接継手のCTSを測定し、各鋼板を用いたスポット溶接継手におけるナゲット端部の結晶粒径とCTSの関係を図1に示す。鋼板20PSを用いたスポット溶接継手(「20PS」と表記)では結晶粒径が大きくなるにつれてCTSが増加した。これは、オーステナイト化温度の上昇に伴って結晶粒径が増大し、凝固偏析緩和も同時に生じるためである。そのため、粒径の効果よりも凝固偏析緩和の効果がより大きくなった。
一方で、鋼板20Fを用いたスポット溶接継手(「20F」と表記)では結晶粒が小さくなるにつれてCTSが向上した。これは、粒径が小さくなることで、ナゲット靭性が向上するためと考えられる。
The CTS of the spot-welded joints after heat treatment was measured, and the relationship between the grain size at the nugget edge and the CTS for spot-welded joints using each steel plate is shown in Figure 1. In the spot-welded joint using steel plate 20PS (labeled "20PS"), the CTS increased as the grain size increased. This is because the grain size increases with increasing austenitizing temperature, and solidification segregation relaxation also occurs at the same time. Therefore, the effect of solidification segregation relaxation was greater than the effect of grain size.
On the other hand, in the spot-welded joint using steel plate 20F (denoted as "20F"), the CTS improved as the crystal grain size became smaller. This is thought to be because the smaller grain size improves the nugget toughness.

次に、0.2%C-1.2%Mn-0.02%P鋼(1.5GPa級ホットスタンプ鋼板、t=2.0mm)の板組に対し、本通電(第1通電)によるスポット溶接を行い、さらに後通電(第2通電)を行った場合の結果について説明する。後通電条件を表2に示す。本通電条件はナゲット径が4√tとなるように本通電電流値を調整し、本通電後の冷却時間(クール時間)及び後通電は表2の「短時間後通電」又は「逆変態型凝固偏析緩和後通電」のいずれかの条件とした。 Next, we will explain the results of spot welding using a main current (first current) on a sheet assembly of 0.2%C-1.2%Mn-0.02%P steel (1.5GPa-grade hot stamp steel sheet, t = 2.0mm), followed by a post-current (second current). The post-current conditions are shown in Table 2. The main current conditions were adjusted so that the nugget diameter was 4√t, and the cooling time (cooling time) after the main current and the post-current were either "short-time post-current" or "reverse transformation-type solidification segregation relaxation post-current" as shown in Table 2.

単通電と後通電を施したナゲット端部近傍におけるPのEPMA測定結果を図2A~図2Cに示す。単通電(図2A)においてはPの濃度が2倍以上になっているP濃化部の面積率が0.6%であり、凝固偏析が生じている。
一方、短時間後通電(図2B)又は逆変態型凝固偏析緩和後通電(図2C)を施すことでいずれもP濃化部の面積率は0.3%になり、凝固偏析が散っている(緩和されている)ことが分った。
The results of EPMA measurements of P near the nugget edge after single current and post-current application are shown in Figures 2A to 2C. In the single current application (Figure 2A), the area ratio of the P-enriched area, where the P concentration was more than double, was 0.6%, and solidification segregation occurred.
On the other hand, by applying a short-time post-energization (FIG. 2B) or a reverse transformation type solidification segregation relaxation post-energization (FIG. 2C), the area ratio of the P-enriched area was 0.3%, and it was found that the solidification segregation was dispersed (relaxed).

次に、各後通電を施したスポット溶接継手についてCTSを測定した。各後通電とCTSの関係を図3に示す。図3に示されるように、短時間後通電よりも、逆変態型凝固偏析緩和後通電の方がCTSが向上していた。 Next, the CTS was measured for the spot-welded joints that had undergone each post-current treatment. The relationship between each post-current treatment and CTS is shown in Figure 3. As shown in Figure 3, the CTS was improved with post-current treatment for reverse transformation type solidification segregation relaxation compared to short-time post-current treatment.

さらに、各ナゲット端部近傍におけるオーステナイト粒径を測定したとこころ、短時間後通電においては、初期の凝固組織を有しているため、ほとんどの結晶粒がアスペクト比が2を超える粒径となった。一方で、逆変態型凝固偏析緩和後通電では、本通電の後の冷却時間中にマルテンサイト変態が生じ、後通電を施すことで、逆変態が生じ、結晶粒が微細化かつアスペクト比が1に近い組織が生成されたと考えられる。 Furthermore, the austenite grain size near the edge of each nugget was measured, and it was found that with short-time post-energization, the initial solidification structure was retained, resulting in most of the grains having an aspect ratio of more than 2. On the other hand, with reverse transformation-type solidification segregation relaxation post-energization, martensitic transformation occurred during the cooling time after the main energization, and it is believed that the application of post-energization caused reverse transformation, resulting in refined grains and the creation of a structure with an aspect ratio close to 1.

図4は、後通電の通電条件を変更した場合のナゲット端部の熱履歴を示している。鋼板の板組をスポット溶接して後通電を行う場合、一般的に凝固偏析緩和を行う短時間後通電では、線cに示すようにナゲットをA点以上に高温にさらしてP、Mnの拡散を促進させることで継手強度が向上する。
また、逆変態を取り入れた短時間通電では、線bに示すように、冷却によりA点より低下した後、A点を超えることで結晶構造がfccからbccに変化し、結晶粒が微細化され、冷却されることで凝固偏析緩和と結晶粒の微細化の両方が達成されると考えられる。しかし、引張強さが980MPa以上の高強度鋼板としてC含有量が比較的高い(例えばC含有量:0.17%以上)鋼板を用いた場合は、A点を超えると結晶粒が微細化されるだけでなく、再溶融されて液相も含まれるため、凝固偏析緩和が得られ難くなり、結晶粒微細化の効果が出なくなる。
一方、逆変態型凝固偏析緩和後通電では、線aに示すように、ナゲットを形成する本通電後の冷却時間を長くしてマルテンサイト変態させた後、後通電によってA点を超えることで結晶粒が微細化され、A点を超えない温度まで高くすることで再溶融を防ぐとともに偏析が緩和され、偏析緩和と結晶粒微細化が同時に達成され、CTSがより一層向上すると考えられる。
Figure 4 shows the thermal history of the nugget edge when the post-heating conditions are changed. When post-heating is performed after spot welding a steel sheet assembly, in general, a short post-heating period, which alleviates solidification segregation, exposes the nugget to a high temperature of A4 or higher, as shown by line c, to promote the diffusion of P and Mn, thereby improving joint strength.
Furthermore, in the case of short-time current application incorporating reverse transformation, as shown by line b, after the temperature drops below the A4 point by cooling, the crystal structure changes from fcc to bcc when the temperature exceeds the A4 point, and the crystal grains are refined, and it is thought that both solidification segregation relaxation and crystal grain refinement are achieved by cooling. However, when a steel sheet having a relatively high C content (for example, a C content of 0.17% or more) is used as a high-strength steel sheet having a tensile strength of 980 MPa or more, not only are the crystal grains refined when the temperature exceeds the A4 point, but also remelting occurs and a liquid phase is included, making it difficult to achieve solidification segregation relaxation and the effect of crystal grain refinement.
On the other hand, in the reverse transformation type solidification segregation relaxation post-current application, as shown by line a, the cooling time after the main current application to form the nugget is extended to cause martensitic transformation, and then the post-current application causes the temperature to exceed the A3 point, thereby refining the crystal grains, and by raising the temperature to a temperature not exceeding the A4 point, remelting is prevented and segregation is relaxed, so that segregation relaxation and crystal grain refinement are achieved simultaneously, and it is thought that CTS is further improved.

このような分析結果により、引張強さが980MPa以上である高強度鋼板を含む板組のスポット溶接継手では、板界面であった箇所に相当するナゲット端部近傍において、以下の(I)及び(II)を満たす場合に、単通電によってスポット溶接を行った溶接継手に比べてCTSが顕著に向上することが分かった。
(I)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の平均粒径が110μm以下である。
(II)下記(イ)又は(ロ)のいずれか一方を満たす。
(イ)ナゲットの平均化学成分の平均P含有量が0.005質量%未満であり、かつ平均Mn含有量が0.5質量%未満である。
(ロ)ナゲットの平均化学成分のP含有量が0.005質量%以上及びMn含有量が0.5質量%以上の少なくとも一方を満たし、かつナゲット端部近傍の200μm四方の観察領域において、P濃度が平均P含有量の2倍以上であるP濃化部の面積率が0.5%以下であり、かつMn濃度が平均Mn含有量の2倍以上であるMn濃化部の面積率が0.5%以下である。
These analysis results showed that in spot-welded joints of plate assemblies including high-strength steel plates with a tensile strength of 980 MPa or more, when the following conditions (I) and (II) are satisfied near the nugget end, which corresponds to the location of the plate interface, the CTS is significantly improved compared to welded joints spot-welded by a single current.
(I) Prior austenite grains having an aspect ratio of 1.0 or more and 1.7 or less have an average grain size of 110 μm or less.
(II) Either (a) or (b) below is satisfied.
(a) The average P content of the average chemical composition of the nugget is less than 0.005 mass %, and the average Mn content is less than 0.5 mass %.
(b) The average chemical composition of the nugget satisfies at least one of the following conditions: the P content is 0.005 mass% or more and the Mn content is 0.5 mass% or more, and in an observation area of 200 μm square near the end of the nugget, the area ratio of P-enriched parts where the P concentration is twice or more the average P content is 0.5% or less, and the area ratio of Mn-enriched parts where the Mn concentration is twice or more the average Mn content is 0.5% or less.

すなわち、本開示に係るスポット溶接継手は、そもそも母材のP及びMnの含有量が少なくナゲット端部近傍において凝固偏析しない状態、あるいは、母材のP及びMnの一方又は両方が比較的多くても凝固偏析が緩和されている状態で、旧オーステナイト粒径を微細化することで、ナゲット内部の靭性が良くなり、継手強度が向上すると考えられる。 In other words, in the spot-welded joint according to the present disclosure, the base material has a low P and Mn content to begin with, preventing solidification segregation near the nugget edge, or the base material has a relatively high P and/or Mn content, but solidification segregation is mitigated. By refining the prior austenite grain size, the toughness inside the nugget is improved, and joint strength is thought to be enhanced.

[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、引張強さが980MPa以上である少なくとも1枚の鋼板を含む複数の鋼板を重ね合わせた板組と、板組において複数の鋼板を接合するナゲットとを含むスポット溶接継手であって、ナゲットの中心を通る板厚方向の断面において、ナゲットの溶融境界のうち、引張強さの合計が最も高い隣接する2枚の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、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に、ナゲット内でナゲット端部近傍の200μm四方の観察領域において、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の平均粒径が110μm以下であり、かつ下記(イ)又は(ロ)のいずれか一方を満たしている。
(イ)ナゲットの平均化学成分の平均P含有量が0.005質量%未満、かつ平均Mn含有量が0.5質量%未満
(ロ)ナゲットの平均化学成分の平均P含有量が0.005質量%以上及び平均Mn含有量が0.5質量%以上の少なくとも一方を満たし、観察領域において、P濃度が前記平均P含有量の2倍以上であるP濃化部の面積率が0.5%以下、かつMn濃度が前記平均Mn含有量の2倍以上であるMn濃化部の面積率が0.5%以下
[Spot welded joints]
The resistance spot welded joint according to the present disclosure is a spot welded joint including a sheet assembly in which multiple steel sheets, including at least one steel sheet having a tensile strength of 980 MPa or more, are stacked, and a nugget joining the multiple steel sheets in the sheet assembly, wherein, in a cross section in the sheet thickness direction passing through the center of the nugget, a portion of the fusion boundary of the nugget that corresponds to the position of the sheet interface between two adjacent steel sheets having the highest total tensile strength is defined as the nugget edge, and the weighted average obtained by multiplying the chemical compositions of each steel sheet in the sheet assembly by the thickness ratio of each steel sheet to the total thickness of the sheet assembly is defined as the average chemical composition of the nugget, in an observation region within the nugget that is 200 μm square and near the nugget edge, the average grain size of prior austenite grains having an aspect ratio of 1.0 to 1.7 is 110 μm or less, and either one of the following (A) or (B) is satisfied:
(a) The average chemical composition of the nugget has an average P content of less than 0.005% by mass and an average Mn content of less than 0.5% by mass. (b) The average chemical composition of the nugget satisfies at least one of the following conditions: an average P content of 0.005% by mass or more and an average Mn content of 0.5% by mass or more; and in the observation area, the area ratio of P-enriched parts where the P concentration is twice or more than the average P content is 0.5% or less, and the area ratio of Mn-enriched parts where the Mn concentration is twice or more than the average Mn content is 0.5% or less.

<板組>
本開示に係るスポット溶接継手の板組は、引張強さ(TS)が980MPa以上である少なくとも1枚の鋼板を含む2枚以上の鋼板を重ね合わせた板組である。980MPa以上の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。
<Board set>
The spot-welded joint according to the present disclosure is a plate assembly in which two or more steel plates are stacked together, including at least one steel plate having a tensile strength (TS) of 980 MPa or more. By including a steel plate having a TS of 980 MPa or more, high tensile strength can be ensured. The number of steel plates constituting the plate assembly may be two, three, or more.

図5は2枚の鋼板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。2枚の鋼板1A,1Bを接合し、板界面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 5 is a schematic diagram showing an example of a cross section in the thickness direction passing through the center of a nugget 13 formed by spot welding two overlapping steel plates 1A and 1B. Two steel plates 1A and 1B are joined to form an elliptical nugget 13 whose major axis is the area that was the plate interface.

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、引張強さが980MPa以上である少なくとも1枚の鋼板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 and 1B with a tensile strength of 980 MPa or more, or may include at least one steel sheet with a tensile strength of 980 MPa or more and a steel sheet with a tensile strength of less than 980 MPa. 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では、2枚以上の鋼板を重ね合わせた板組のうち、少なくとも1枚の鋼板は、引張強さが980MPa以上であれば、各鋼板1A,1Bの化学成分、金属組織は限定されず、例えば、所望の元素を選択すればよい。
なお、引張強さが980MPa以上である鋼板は、高強度化のため、C含有量が0.30質量%以上0.60質量%以下であり、かつ、Ti含有量が0.10質量%未満であることが好ましい。
一般的に、C含有量が高いほど継手強度を上げることが難しい。すなわち、上述した通り短時間後通電では凝固偏析緩和の効果が得られにくい、C含有量が高い高強度鋼板においても、本開示によれば継手強度を向上させることが可能である。
また、Tiを含む鋼板を用いてTiNを析出させて結晶粒を微細化することでCTSの向上を図る技術があるが、本開示に係るスポット溶接継手は、Ti含有量が少ない場合でも高いCTSを達成することができる。なお、本開示にかかる結晶粒微細化効果は鋼板成分に依存せず発揮されるため、他の鋼板成分は特に限定されない。
In the spot welded joint 10 according to the present disclosure, as long as at least one of the steel plates in the plate set made up of two or more overlapping steel plates has a tensile strength of 980 MPa or more, the chemical composition and metal structure of each of the steel plates 1A, 1B are not limited, and, for example, desired elements may be selected.
In order to increase the strength, a steel plate having a tensile strength of 980 MPa or more preferably has a C content of 0.30 mass % or more and 0.60 mass % or less, and a Ti content of less than 0.10 mass %.
Generally, it is more difficult to increase joint strength as the C content increases. That is, according to the present disclosure, it is possible to improve joint strength even in high-strength steel sheets with a high C content, in which the effect of alleviating solidification segregation is difficult to obtain by short-time post-energization as described above.
Although there is a technique for improving the CTS by using a steel sheet containing Ti to precipitate TiN and refine the grains, the spot-welded joint according to the present disclosure can achieve a high CTS even when the Ti content is low. Note that the grain refinement effect according to the present disclosure is exerted independently of the steel sheet composition, and therefore the other steel sheet compositions are not particularly limited.

板組を構成する各鋼板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。
以下、図5に示すように引張強さが980MPa以上である2枚の鋼板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 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.
The following mainly describes a spot welded joint formed by spot welding two 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。図7は3枚の鋼板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7に示すスポット溶接継手20では、3枚の鋼板1A,1B,1Cが楕円形状のナゲット13によって接合されている。
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5及び図7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 the spot-welded positions of the multiple steel plates included in the plate assembly to join all of the steel plates. Fig. 7 is a schematic diagram showing an example of a cross section in the plate thickness direction passing through the center of the nugget 13 formed by spot-welding a plate assembly in which three overlapping steel plates 1A, 1B, and 1C are stacked. In the spot-welded joint 20 shown in Fig. 7, the three steel plates 1A, 1B, and 1C are joined by the elliptical nugget 13.
When viewed in cross section in the thickness direction, the shape of the nugget 13 is usually a roughly 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 5 and 7, but is not limited to this shape.

(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の平均粒径が110μm以下)
本開示に係るスポット溶接継手10は、ナゲット端部近傍においてアスペクト比が1.0以上1.7以下の旧オーステナイト粒の平均粒径が110μm以下である。
本開示に係るスポット溶接継手10は、ナゲット端部近傍における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、すなわち、各粒の縦横比が比較的小さい形状を有し、それらの平均粒径が110μm以下となるように微細化されている。ナゲット端部近傍における旧オーステナイト粒が上記のような形状およびサイズを有することで接合された鋼板を剥離する方向の力に強く、継手強度が向上する。
かかる観点から、ナゲット端部近傍におけるアスペクト比が1.0以上1.7以下の旧オーステナイト粒の平均粒径は100μm以下であることが好ましく、90μm以下であることがより好ましく、80μm以下であることがより好ましい。
なお、ナゲット端部近傍におけるアスペクト比が1.0以上1.7以下の旧オーステナイト粒の平均粒径の下限値は特に限定されないが、例えば、1μm以上でもよく、10μm以上でもよい。
(The average grain size of prior austenite grains with an aspect ratio of 1.0 to 1.7 is 110 μm or less)
In the spot welded joint 10 according to the present disclosure, the prior austenite grains having an aspect ratio of 1.0 or more and 1.7 or less near the nugget end have an average grain size of 110 μm or less.
In the spot-welded joint 10 according to the present disclosure, the prior austenite grains near the nugget edge have an aspect ratio of 1.0 or more and 1.7 or less, i.e., each grain has a shape with a relatively small aspect ratio, and the prior austenite grains are refined to have an average grain size of 110 μm or less. The prior austenite grains near the nugget edge having the above-described shape and size are resistant to forces in a direction that would peel the joined steel sheets, improving joint strength.
From this viewpoint, the average grain size of prior austenite grains having an aspect ratio of 1.0 or more and 1.7 or less near the nugget edge is preferably 100 μm or less, more preferably 90 μm or less, and even more preferably 80 μm or less.
The lower limit of the average grain size of prior austenite grains having an aspect ratio of 1.0 to 1.7 in the vicinity of the nugget edge is not particularly limited, but may be, for example, 1 μm or more, or 10 μm or more.

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。観察領域内で旧オーステナイト粒のアスペクト比がばらつく場合、ナゲット端部近傍における旧オーステナイト粒は、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、ナゲット端部近傍において高い強度を確保するため、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。
また、CTS向上の観点から、ナゲット端部近傍における旧オーステナイト粒の平均アスペクト比は1.0以上1.7以下であることが好ましく、より好ましくは1.5以下であり、さらに好ましくは1.3以下である。
The aspect ratios of the prior austenite grains within the observation region are often approximately the same, and there are few cases where the aspect ratios of the prior austenite grains vary significantly within the observation region. When the aspect ratios of the prior austenite grains vary within the observation region, prior austenite grains near the nugget edge may have crystal grains with aspect ratios exceeding 1.7, but in order to ensure high strength near the nugget edge, it is preferable that the number of prior austenite grains with an aspect ratio of 1.0 to 1.7 be 50% or more. It is more preferable that the number be 60% or more, and even more preferable that the number be 70% or more.
From the viewpoint of improving the CTS, the average aspect ratio of the prior austenite grains in the vicinity of the nugget edge is preferably 1.0 or more and 1.7 or less, more preferably 1.5 or less, and further preferably 1.3 or less.

(旧オーステナイト粒のアスペクト比及び平均粒径の測定方法)
本開示においてナゲット端部近傍における旧オーステナイト粒のアスペクト比は以下のように特定する。
ナゲット端部近傍における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で腐食させて、ナゲット端部の溶融境界領域について光学顕微鏡で観察面積200μm四方の観察領域R1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、ナゲット端部近傍における旧オーステナイト粒の観察領域R1は、図6に示すように、ナゲット13の溶融境界(輪郭)のうち各鋼板1A,1Bの板界面15だった位置に相当するナゲット端部13Eに最も近く、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200μm四方とする。後述するナゲット端部近傍におけるP濃度、Mn濃度の観察領域も同様である。
(Method for measuring aspect ratio and average grain size of prior austenite grains)
In the present disclosure, the aspect ratio of the prior austenite grains in the vicinity of the nugget edge is specified as follows.
In an image showing the prior austenite grain boundary near the nugget edge, 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 thickness direction so as to pass through the center of the nugget, and the cut surface is etched with sodium dodecylbenzenesulfonate. The aspect ratio of the prior austenite grain in the fusion boundary region at the nugget edge is measured using an optical microscope in an observation region R1 having an observation area of 200 μm square. 6, the observation region R1 of the prior austenite grains in the vicinity of the nugget edge is the region closest to the nugget edge 13E, which corresponds to the position of the sheet-to-sheet interface 15 between the steel sheets 1A and 1B within the fusion boundary (outline) of the nugget 13, and is 200 μm square with one side in the sheet thickness direction and symmetrical with respect to the sheet-to-sheet interface 15. The same applies to the observation regions for the P concentration and Mn concentration in the vicinity of the nugget edge, which will be described later.

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の平均粒径は、該当する旧オーステナイト粒のそれぞれについて近似した楕円形と同等の面積を持つ円の直径(円相当径)を粒径として平均値を算出する。 The average grain size of prior austenite grains with an aspect ratio of 1.0 or greater and 1.7 or less is calculated by taking the diameter (equivalent circle diameter) of a circle having the same area as the approximate ellipse for each prior austenite grain in question as the grain size.

なお、旧オーステナイト粒の平均アスペクト比を求める場合は観察領域R1における各旧オーステナイト粒のアスペクト比を測定し、それらの平均値を平均アスペクト比とする。旧オーステナイト粒界のアスペクト比の測定は、ナゲットのいずれか一方のナゲット端部近傍における観察領域R1において測定すればよい。 When determining the average aspect ratio of prior austenite grains, the aspect ratio of each prior austenite grain in observation region R1 is measured, and the average value is used as the average aspect ratio. The aspect ratio of the prior austenite grain boundary can be measured in observation region R1 near one of the nugget edges.

<ナゲット端部近傍におけるP含有量及びMn含有量>
本開示に係るスポット溶接継手は、ナゲット端部近傍におけるP含有量及びMn含有量が下記(イ)または(ロ)のいずれか一方を満たす。
<P Content and Mn Content in the Vicinity of the Nugget Edge>
In the spot-welded joint according to the present disclosure, the P content and the Mn content in the vicinity of the nugget end satisfy either (a) or (b) below.

(イ)ナゲットの平均化学成分の平均P含有量が0.005質量%未満、かつ平均Mn含有量が0.5質量%未満
ここで「ナゲットの平均化学成分」は、板組に含まれる各鋼板1A,1B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である。ナゲット13は板組に含まれる全ての鋼板が溶融固化したものであるため、各鋼板1A,1Bの化学成分に依存する。例えば、板組が全て同じ化学成分の鋼板によって構成されている場合は、それらの鋼板の化学成分がナゲットの化学成分となる。
一方、板厚が同じで化学成分が異なる複数の鋼板がナゲットによって接合されている場合は、各化学成分を足して鋼板の枚数で除した値がナゲットの化学成分である。
また、板厚が異なり、化学成分も異なる複数枚の鋼板がナゲットによって接合されている場合は、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化学成分とみなす。
いずれにせよ、各鋼板1A,1Bの化学成分に各板厚を加味した加重平均をナゲットの化学成分とみなす。
(A) The average chemical composition of the nugget has an average P content of less than 0.005% by mass and an average Mn content of less than 0.5% by mass. Here, the "average chemical composition of the nugget" is a weighted average obtained by multiplying the chemical composition of each steel plate 1A, 1B included in the sheet assembly by the sheet thickness ratio of each steel plate to the total thickness of the sheet assembly. Since the nugget 13 is formed by melting and solidifying all the steel plates included in the sheet assembly, it depends on the chemical composition of each steel plate 1A, 1B. For example, if the sheet assembly is composed of steel plates all having the same chemical composition, the chemical composition of those steel plates will be the chemical composition of the nugget.
On the other hand, when multiple steel plates with the same thickness but different chemical compositions are joined by a nugget, the chemical composition of the nugget is the sum of the chemical compositions divided by the number of steel plates.
In addition, when multiple steel plates with different thicknesses and chemical compositions are joined by a nugget, the chemical composition of the nugget is considered to be the weighted average obtained by multiplying the chemical composition of each steel plate included in the plate assembly by the ratio of the plate thickness of each steel plate to the total thickness of the plate assembly.
In any case, the weighted average of the chemical compositions of the steel plates 1A and 1B taking into account their thicknesses is considered to be the chemical composition of the nugget.

このように各板厚の化学成分及び板厚に基づいて算出されるナゲットの平均化学成分として、平均P含有量が0.005質量%未満であり、かつ平均Mn含有量が0.5質量%未満である場合は、母材である鋼板全体(板組全体)でのP含有量及びMn含有量が少なく、スポット溶接を行ってもナゲット端部においてCTS低下の原因となるP偏析及びMn偏析がほとんど生じない。そのため、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の平均粒径が110μm以下と、上記(イ)の要件を満たすことでCTSが向上する。
この場合、ナゲットの平均化学成分の平均P含有量は0.003質量%以下であることが好ましく、0.001質量%以下であることがより好ましい。
一方、ナゲットの平均化学成分の平均Mn含有量は0.4質量%以下であることが好ましく、0.3質量%以下であることがより好ましい。
When the average chemical composition of the nugget calculated based on the chemical composition of each plate thickness and the plate thickness is such that the average P content is less than 0.005 mass% and the average Mn content is less than 0.5 mass%, the P content and Mn content in the entire steel plate (entire plate assembly) that is the base material are low, and even when spot welding is performed, P segregation and Mn segregation that cause a decrease in CTS hardly occur at the nugget edge. Therefore, by satisfying the above requirement (A) that the average grain size of prior austenite grains having an aspect ratio of 1.0 to 1.7 is 110 μm or less, the CTS is improved.
In this case, the average P content of the average chemical composition of the nugget is preferably 0.003 mass % or less, and more preferably 0.001 mass % or less.
On the other hand, the average Mn content of the average chemical composition of the nugget is preferably 0.4 mass % or less, and more preferably 0.3 mass % or less.

(ロ)ナゲットの平均化学成分の平均P含有量が0.005質量%以上及び平均Mn含有量が0.5質量%以上の少なくとも一方を満たし、かつナゲット端部近傍の200μm四方の観察領域において、P濃度が平均P含有量の2倍以上であるP濃化部の面積率が0.5%以下、かつMn濃度が平均Mn含有量の2倍以上であるMn濃化部の面積率が0.5%以下 (b) The average chemical composition of the nugget must satisfy at least one of the following conditions: the average P content is 0.005% by mass or more, and the average Mn content is 0.5% by mass or more. In a 200 μm square observation area near the edge of the nugget, the area ratio of P-enriched areas where the P concentration is at least twice the average P content is 0.5% or less, and the area ratio of Mn-enriched areas where the Mn concentration is at least twice the average Mn content is 0.5% or less.

ナゲットの平均化学成分の平均P含有量が0.005質量%以上及び平均Mn含有量が0.5質量%以上の少なくとも一方を満たす場合、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の平均粒径が110μm以下であっても、ナゲット端部近傍でP、Mnが偏析することによりCTSが低下する。しかし、ナゲット端部近傍の観察領域において、P濃度が平均P含有量の2倍以上であるP濃化部の面積率が0.5%以下であり、かつMn濃度が平均Mn含有量の2倍以上であるMn濃化部の面積率が0.5%以下であれば、偏析が緩和された状態であり、高いCTSを有することが可能である。 When the average chemical composition of the nugget satisfies at least one of the following conditions: average P content of 0.005 mass% or more and average Mn content of 0.5 mass% or more, even if the average grain size of prior austenite grains with an aspect ratio of 1.0 to 1.7 is 110 μm or less, CTS decreases due to segregation of P and Mn near the nugget edge. However, if the area ratio of P-enriched areas where the P concentration is twice or more the average P content is 0.5% or less and the area ratio of Mn-enriched areas where the Mn concentration is twice or more the average Mn content is 0.5% or less in the observation area near the nugget edge, segregation is mitigated, and a high CTS is possible.

ナゲット端部近傍におけるP濃度、Mn濃度は、それぞれ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、200μm四方の観察領域R1においてP平均含有量の2倍以上となるP濃化部の面積率、Mn平均含有量の2倍以上となるMn濃化部の面積率をそれぞれ特定することができる。
CTSの向上の観点から、各濃化部の面積率は0.3%以下であることが好ましく、0.1%以下であることがより好ましい。
The P concentration and Mn concentration near the nugget edge can be measured using an EPMA (electron probe microanalyzer), and the area ratio of P-enriched areas that are at least twice the average P content and the area ratio of Mn-enriched areas that are at least twice the average Mn content can be determined in an observation region R1 that is 200 μm square.
From the viewpoint of improving the CTS, the area ratio of each thickened portion is preferably 0.3% or less, and more preferably 0.1% or less.

ナゲット端部近傍の1000μm四方の領域R2で測定した平均ビッカース硬さが、下記推定式HVで算出される硬さHVの±20HV以内であることが好ましい。
推定式HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
式中、元素記号は前記加重平均として算出される前記ナゲットの平均化学成分の各元素の含有量を意味する。
It is preferable that the average Vickers hardness measured in a 1000 μm square region R2 near the edge of the nugget is within ±20 HV of the hardness HV calculated by the following estimation formula HV.
Estimated formula HV=217+1080×(C+Si/70+Mn/113+Cr/93+Mo/30)
In the formula, the element symbols represent the content of each element in the average chemical composition of the nugget calculated as the weighted average.

本開示に係るスポット溶接継手10は、焼き戻しを行う必要がないため、炭化物が生成せず、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以内となる。なお上記推定式からの誤差や、結晶粒微細化に伴い、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よりも大きくなる場合も生じ得る。
なお、ナゲット形成後に焼き戻しを行うとナゲットが壊れるため、CTSが向上しない、あるいは、焼き戻し前よりもCTSが低下する場合がある。一方、ナゲット形成後に焼き戻しを行わなければ、ナゲットが破壊されず、ナゲット端部でも推定式HVと同等のビッカース硬さとすることができる。ナゲット端部でのビッカース硬さが高いほどプラグ破断が生じ難く、高いCTSを達成することができる。
The spot-welded joint 10 according to the present disclosure does not require tempering, so carbides are not formed, and the average Vickers hardness near the nugget edge is within ±20 HV of the Vickers hardness calculated from the HV estimation formula. Note that, due to errors from the above estimation formula or grain refinement, the average Vickers hardness near the nugget edge may become greater than the Vickers hardness calculated from the HV estimation formula.
Note that if tempering is performed after the nugget is formed, the nugget breaks, and the CTS does not improve, or the CTS may be lower than before tempering. On the other hand, if tempering is not performed after the nugget is formed, the nugget will not break, and the Vickers hardness at the nugget edge can be made to be equivalent to the estimated HV. The higher the Vickers hardness at the nugget edge, the less likely plug fracture will occur, and a high CTS can be achieved.

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 it is not possible to secure a 1000 μm square region R2 near the nugget edge, the Vickers hardness is measured at 10 points in a region within 2000 μm from the nugget edge, and the average value is taken as the average Vickers hardness.

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]
前述した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]
Although the method for manufacturing the spot-welded joint according to the present disclosure described above 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、引張強さが980MPa以上である少なくとも1枚の鋼板を含む2枚以上の鋼板を重ね合わせた板組を、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)で通電して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、前記ナゲットの溶融境界のうち、前記引張強さの合計が最も高い隣接する2枚の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た場合に、前記ナゲット端部の温度がMs点以下になるように、800≦tc1を満たす時間tc1(ms)の間冷却する冷却工程と、
前記冷却工程後、前記ナゲット端部がA点以上、かつ再溶融温度未満になるように、0.80≦I/I<1.2を満たす電流値I(kA)及び200≦t2を満たす時間t2(ms)で通電する第2通電工程と、
を含む。
以下、各工程について説明する。
The method for manufacturing a spot welded joint according to the present disclosure includes a first current application step of forming a nugget by applying a current I 1 (kA) to a plate assembly obtained by overlapping two or more steel plates, including at least one steel plate 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 thereto;
a cooling step of cooling the nugget for a time tc1 (ms) that satisfies 800≦tc1 so that the temperature of the nugget end becomes equal to or lower than the Ms point, where the nugget end is defined as a portion of the fusion boundary of the nugget that corresponds to the position of the sheet interface between the two adjacent steel sheets having the highest sum of the tensile strength after the first current passing step;
a second current application step of applying current I2 (kA) that satisfies 0.80≦ I2 / I1 <1.2 and time t2 (ms) that satisfies 200≦t2 so that the nugget edge becomes at or above point A3 and below the remelting temperature after the cooling step;
Includes.
Each step will be described below.

<第1通電工程>
まず、第1通電工程として、引張強さが980MPa以上である少なくとも1枚の鋼板を含む2枚以上の鋼板を重ね合わせた板組を、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)で通電してナゲットを形成する。
<First energization process>
First, in the first current application step, a sheet assembly consisting of two or more overlapping steel sheets, including at least one steel sheet having a tensile strength of 980 MPa or more, is sandwiched between a pair of electrodes in the sheet thickness direction and pressurized while a current of I 1 (kA) is applied to form a nugget.

第1通電工程ではスポット溶接によって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8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8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 step, it is preferable to set the current value I 1 (kA) and the current application time t 1 (ms) so that a nugget is formed by spot welding to join all of the steel plates that make up the sheet assembly.
8 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. 8, 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通電工程では所望のナゲット径が形成されれば溶接条件の制限は無い。総板厚の半分の厚みをt(mm)とした場合、ナゲット径は4√t以上が好ましく5√t以上がより好ましい。
電流値Iは例えば5.0~7.0kAであり、通電時間tは例えば120~600msである。電流値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。
予備通電(プレ通電)を行う場合、Iとtは大きく変わらない。アップスロープと区別しにくければI×tの面積をtで割ったもので定義する。
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 limitations on the welding conditions as long as a desired nugget diameter is formed. When half the total plate thickness is t (mm), the nugget diameter is preferably 4√t or more, and more preferably 5√t or more.
The current value I1 is, for example, 5.0 to 7.0 kA, and the current application time t1 is, for example, 120 to 600 ms. The current value 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 .
When preliminary energization (pre-energization) is performed, I1 and t1 do not change significantly. If it is difficult to distinguish from the upslope, it is defined as the area of I × t divided by t.
The pressure applied by the electrodes 2A, 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、ナゲットの溶融境界(ナゲット境界)のうち、引張強さの合計が最も高い隣接する2枚の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た場合に、ナゲット端部の温度がMs点以下になるように、800≦tc1を満たす時間tc1(ms)の間冷却する。
<Cooling process>
After the first current application process, if the part of the nugget fusion boundary (nugget boundary) corresponding to the position of the plate interface between two adjacent steel plates with the highest total tensile strength is taken as the nugget end, it is cooled for a time tc1 (ms) that satisfies 800≦ tc1 so that the temperature of the nugget end is below the Ms point.

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点は板組から算出できる。
Ms点=550-361×(%C)-39×(%Mn)-35×(%V)-20×(%Cr)-17×(%Ni)-10×(%Cu)-5×(%Mo+%W)+15×(%Co)+30(%Al)
Ms点の算出式は、板組を構成する鋼板に含まれる各元素の質量%(%元素記号)を代入して算出されるMs点を意味する。但し、板組を構成する鋼板のうち少なくとも1枚の鋼板が他の鋼板の組成と異なる場合は、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前記ナゲットの平均化学成分とみなしたうえで上記算出式から算出されるMs点とする。
なお、上記式における元素のうち、鋼板に含まれない元素については該当する(%元素記号)にゼロを代入する。
In the cooling process, at least the nugget edge must be transformed into martensitic. Since the temperature gradient within the nugget is not large, if martensitic transformation occurs at the nugget edge, martensitic transformation will almost certainly also occur in the center of the nugget. To cause martensitic transformation at least at the nugget edge, the nugget edge must be cooled to below the Ms point. The Ms point can be calculated from the sheet combination.
Ms point = 550-361×(%C)-39×(%Mn)-35×(%V)-20×(%Cr)-17×(%Ni)-10×(%Cu)-5×(%Mo+%W)+15×(%Co)+30(%Al)
The formula for calculating the Ms point means the Ms point calculated by substituting the mass percentage (% element symbol) of each element contained in the steel plates constituting the sheet assembly. However, if at least one of the steel plates constituting the sheet assembly has a different composition from the other steel plates, the weighted average obtained by multiplying the chemical composition of each steel plate contained in the sheet assembly by the sheet thickness ratio of each steel plate to the total thickness of the sheet assembly is regarded as the average chemical composition of the nugget, and the Ms point is calculated from the above formula.
In addition, among the elements in the above formula, for elements that are not contained in the steel sheet, zero is substituted into the corresponding (% element symbol).

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800ms以上とする。
冷却時間tc1が800ms未満では第2通電工程の前にナゲット端部がマルテンサイト変態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。
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 the cooling time tc1 must be 800 ms or more.
If the cooling time tc1 is less than 800 ms, there is a risk that the nugget edge will not be transformed into martensite 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.

ナゲット端部の温度は、シミュレーション方法によって求めることができる。市販ソフトであるSORPAS(SCSK社)等を活用することで、ナゲット端部における温度履歴を算出することが可能である。 The temperature at the nugget edge can be determined using a simulation method. By using commercially available software such as SORPAS (SCSK Corporation), it is possible to calculate the temperature history at the nugget edge.

なお、冷却工程においてマルテンサイト変態が生じていたか否かは、後通電後の継手において、再結晶組織(アスペクト比が1.0~1.7である粒)を観察することにより確認できる。マルテンサイトの組織観察は、ドデシルベンゼンスルホン酸ナトリウムで腐食させてから行うことができる。 Whether martensitic transformation occurred during the cooling process can be confirmed by observing the recrystallized structure (grains with an aspect ratio of 1.0 to 1.7) in the joint after post-energization. Martensite structure observation can be performed after etching with sodium dodecylbenzenesulfonate.

<第2通電工程>
前記冷却工程後、ナゲット端部が、A点以上、再溶融温度未満になるように、0.80≦I/I<1.2を満たす電流値I(kA)及び200≦tを満たす時間t(ms)で通電する。
第2通電工程では、少なくともナゲット端部がA点以上、好ましくはA点以上に加熱される。ナゲット端部の温度については上述の通りである。A点及びA点は板組から算出することができる。
このとき、A点の存在する板組においては、A点以上に加熱してもよい。A点温度の無い、すなわちδ変態せずに再溶融する板組においては、ナゲット端部の温度が再溶融温度以上にならないようにする。
<Second energization process>
After the cooling step, current is applied at a current I2 (kA) that satisfies 0.80 ? I2 / I1 < 1.2 for a time t2 (ms) that satisfies 200 ? t2 so that the nugget edge is at or above the A3 point but below the remelting temperature.
In the second current application step, at least the nugget edge is heated to point A1 or higher, preferably point A3 or higher. The temperature of the nugget edge is as described above. Point A1 and point A3 can be calculated from the sheet combination.
At this time, in a sheet pair having an A4 point, it is acceptable to heat to a temperature above the A4 point. In a sheet pair having no A4 point temperature, that is, in a sheet pair in which remelting occurs without δ transformation, the temperature of the nugget edge is prevented from rising above the remelting temperature.

第2通電において、焼き戻しでも再溶融でもなく偏析緩和(及び結晶粒微細化)が生じていることは、硬さ試験、SEM観察、EPMA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。
The fact that segregation relaxation (and grain refinement) occurs in the second current application, rather than tempering or remelting, can be confirmed by hardness testing, SEM observation, and EPMA observation of the vicinity of the nugget edge.
The upper limit of the second current application time t2 is preferably 2500 ms or less to avoid remelting up to the nugget edge.

点、A点、及びA点は市販の総合型熱力学計算ソフトウェア、例えばThermo-calc(Thermo-Calc Software AB社)等を用いて状態図を作成する。その際、成分は鋼板の板厚加重平均で算出し、データベースにない元素は考慮しないこととする。
オーステナイト単相になる温度をA点、δフェライト単相となる温度をA点とする。なお、δフェライトが析出する際に液相も一緒に出てくる場合は本開示ではA点がないと判断する。
For points A1 , A3 , and A4 , phase diagrams are created using commercially available comprehensive thermodynamic calculation software, such as Thermo-Calc (Thermo-Calc Software AB). In this case, the components are calculated as a weighted average of the steel plate thickness, and elements not in the database are not taken into consideration.
The temperature at which the austenite single phase is formed is defined as point A3 , and the temperature at which the δ-ferrite single phase is formed is defined as point A4 . In addition, in the present disclosure, if a liquid phase also appears when δ-ferrite precipitates, it is determined that point A4 does not exist.

第2通電はどのような通電パターンでもよい。好ましくは高温保持時間を延ばすことでオーステナイト析出時間を長くするためにアップスロープやダウンスロープがあることが好ましい。 The second current flow may have any current flow pattern. Preferably, it has an upslope or downslope to extend the high-temperature holding time and thereby increase the austenite precipitation time.

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。
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、ナゲット端部が再溶融しない第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.
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 remelt the nugget edge.

また、ナゲットは、例えば、図9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、鋼板1Dは980MPa未満である場合、図5に示すスポット溶接継手10と同様、ナゲットのうち鋼板1A,1Bを接合する部分13Bのナゲット端部近傍において、旧オーステナイト粒のアスペクト比、P濃度、Mn濃度、ビッカース硬さ等を測定すればよい。 Furthermore, the nugget may have a shape such that, for example, as shown in FIG. 9, the thickness of one outermost steel plate 1D of three steel plates is thinner than the thicknesses of the other two steel plates 1A and 1B, and two nuggets 13A and 13B are joined together between the two adjacent steel plates. In such a spot-welded joint 30, for example, if steel plates 1A and 1B are 980 MPa or more and steel plate 1D is less than 980 MPa, the aspect ratio, P concentration, Mn concentration, Vickers hardness, etc. of the prior austenite grains can be measured near the nugget edge of portion 13B where steel plates 1A and 1B are joined, as with the spot-welded joint 10 shown in FIG. 5.

以下、本開示に係るスポット溶接継手およびスポット溶接継手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スポット溶接継手の製造方法は以下の実施例に限定されるものではない。 Examples of spot welded joints and methods for manufacturing spot welded joints according to the present disclosure are described below. Note that the spot welded joints and methods for manufacturing spot welded joints according to the present disclosure are not limited to the following examples.

表3に示す引張強さ、化学成分等を有する鋼板1~6を表4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。製造したスポット溶接継手のCTS等を評価した。
なお、表3には、鋼板の板厚、引張強さ、化学成分(C、Si、Mn、P、S、Ti、N、Cr)の含有量(質量%、残部はFe及び不純物)、各変態点(Ms、A、A)の温度(℃)、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を記載した。
また、表4における「母材P」は、それぞれ板組に含まれる各鋼板のP含有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であり、ナゲットにおける平均P含有量とみなす。「母材Mn」も同様である。
Various plate assemblies were prepared by combining steel plates 1 to 6 having the tensile strengths, chemical compositions, etc. shown in Table 3 as shown in Table 4, and spot welding was performed on each plate assembly to manufacture various spot-welded joints. The CTS, etc. of the manufactured spot-welded joints were evaluated.
Table 3 lists the thickness of the steel plates, tensile strength, contents (mass %) of chemical elements (C, Si, Mn, P, S, Ti, N, Cr), the remainder being Fe and impurities, the temperatures (°C) of each transformation point (Ms, A3 , A4 ), and the Vickers hardness near the end of the nugget where two steel plates were spot-welded together.
Furthermore, "base metal P" in Table 4 is a weighted average obtained by multiplying the P content 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, and is regarded as the average P content in the nugget. The same applies to "base metal Mn."


表4には、板組を構成する鋼板の種類、板組のP量、Mn量、スポット溶接の条件(電流値I、時間t、加圧力P)を記載した。なお、冷却後のナゲット端部温度は記載を省略したが、休止工程(冷却工程)tc1が120msの水準ではナゲット端部がMs点を下回らずマルテンサイト変態せず、休止工程(冷却工程)tc1が800msであるか1600msである水準ではナゲット端部がMs点を下回りマルテンサイト変態が生じることを、SORPASの解析によって別途確認している。また、後通電中のナゲット端部温度も記載を省略したが、発明例においては電流比(I/I)が0.8であるか0.9であるときナゲット端部の最高温度がA点超再溶融温度未満であり、電流比(I/I)が1.2の場合はナゲット端部の最高温度が再溶融温度以上となることを、SORPASの解析によって別途確認している。 Table 4 lists the types of steel sheets constituting the sheet combination, the P content and Mn content of the sheet combination, and the spot welding conditions (current value I, time t, and welding pressure P). Note that although the nugget edge temperature after cooling is not listed, it has been separately confirmed by SORPAS analysis that when the pause step (cooling step) tc1 is at a level of 120 ms, the nugget edge does not fall below the Ms point and does not undergo martensitic transformation, and when the pause step (cooling step) tc1 is at a level of 800 ms or 1600 ms, the nugget edge falls below the Ms point and martensitic transformation occurs. In addition, although the nugget edge temperature during post-current application has also been omitted, it has been separately confirmed by SORPAS analysis that in the invention examples, when the current ratio ( I2 / I1 ) is 0.8 or 0.9, the maximum temperature at the nugget edge is above the A3 point and below the remelting temperature, and when the current ratio ( I2 / I1 ) is 1.2, the maximum temperature at the nugget edge is above the remelting temperature.

表5に、ナゲット端部近傍におけるP、Mnの各濃化部面積率、ナゲット端部の旧オーステナイト粒の平均アスペクト比(旧γ粒平均アスペクト比)及び平均粒径(旧γ粒平均粒径)、ナゲット端部のビッカース硬さ、炭化物の有無、継手強度(CTS)、CTS向上率(CTS比)をそれぞれ記載した。 Table 5 lists the area ratio of concentrated P and Mn near the nugget edge, the average aspect ratio (average aspect ratio of prior γ grains) and average grain size (average grain size of prior γ grains) of the prior austenite grains at the nugget edge, the Vickers hardness of the nugget edge, the presence or absence of carbides, the joint strength (CTS), and the CTS improvement rate (CTS ratio).

表中の※は観察位置すべての旧γ粒径から算出した平均アスペクト比かつ平均粒径である
備考欄の後通電は、ナゲット端部の温度が以下のような熱履歴となることを意味する。
通常の短時間後通電:図4におけるc線のパターン
逆変態型凝固偏析緩和後通電:図4におけるa線のパターン
The * in the table indicates the average aspect ratio and average grain size calculated from the prior γ grain size at all observation positions. The post-current application in the remarks column means that the temperature at the nugget edge will have the following thermal history.
Normal short-time post-energization: pattern of line c in Figure 4. Reverse transformation type solidification segregation relaxation post-energization: pattern of line a in Figure 4.

ナゲット端部近傍の旧オーステナイト粒のアスペクト比及び粒径、P及びMnの各濃化部面積率、平均ビッカース硬さHVの測定方法は前述の通りとした。 The method for measuring the aspect ratio and grain size of prior austenite grains near the nugget edge, the area ratio of P and Mn enriched areas, and the average Vickers hardness HV was as described above.

スポット溶接継手1~25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。
さらに、スポット溶接継手1~25のうち、後通電を行ったスポット溶接継手のCTSを、それぞれ対応する単通電のみを施したスポット溶接継手のCTSで割った値をCTS比とした。CTS比が1.50以上である場合をCTSが顕著に向上したと評価した。
CTS比=後通電も行った継手のCTS/後通電を省略した(単通電のみ実施)継手のCTS
The CTS of spot welded joints 1 to 25 was measured in accordance with JIS Z 3137:1999 "Specimen dimensions and test method for cross tension test of resistance spot and projection welded joints."
Furthermore, the CTS ratio was calculated by dividing the CTS of the spot-welded joint that underwent post-energization among spot-welded joints 1 to 25 by the CTS of the corresponding spot-welded joint that underwent only single-energization. A CTS ratio of 1.50 or higher was evaluated as a significant improvement in CTS.
CTS ratio = CTS of joint with post-energization / CTS of joint with post-energization omitted (single-energization only)

発明例では、いずれも本開示の範囲内となる条件で本通電、冷却、後通電を行っており、いずれも後通電を省略した場合に比べ、CTS比が1.50以上、すなわち上昇率が50%を超えていた。なお、ビッカース硬さの測定結果から、全ての発明例において炭化物が析出していないことが理解される。
一方、比較例では、いずれかの条件が本開示の範囲外であり、CTS比は1.50未満であった。
なお、水準19では、通電条件は本開示の範囲内にあるが、980MPa以上の鋼板を含まず、引張強さが440MPaの鋼板5を2枚重ねた板組であり、単通電のスポット溶接でもCTSが高いため、CTSの向上効果は得られていない。
In all of the inventive examples, the main current, cooling, and post-current were applied under conditions within the range of the present disclosure, and in all cases the CTS ratio was 1.50 or more, i.e., the rate of increase exceeded 50%, compared to when post-current was omitted. Furthermore, from the results of Vickers hardness measurements, it can be seen that no carbides precipitated in any of the inventive examples.
On the other hand, in the comparative examples, one of the conditions was outside the range of the present disclosure, and the CTS ratio was less than 1.50.
In addition, in Level 19, the current flow conditions are within the range of the present disclosure, but the plate assembly does not include steel plates with a tensile strength of 980 MPa or more, and is made up of two steel plates 5 with a tensile strength of 440 MPa stacked on top of each other.Since the CTS is high even with single-current spot welding, no improvement in CTS is achieved.

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 (5)

引張強さが980MPa以上である少なくとも1枚の鋼板を含む複数の鋼板を重ね合わせた板組と、前記板組において前記複数の鋼板を接合するナゲットとを含むスポット溶接継手であって、
前記ナゲットの中心を通る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、前記引張強さの合計が最も高い隣接する2枚の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200μm四方の観察領域において、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の平均粒径が110μm以下であり、かつ下記(イ)又は(ロ)のいずれか一方を満たす、抵抗スポット溶接継手。
(イ)前記ナゲットの平均化学成分の平均P含有量が0.005質量%未満、かつ平均Mn含有量が0.5質量%未満
(ロ)前記ナゲットの平均化学成分の平均P含有量が0.005質量%以上及び平均Mn含有量が0.5質量%以上の少なくとも一方を満たし、前記観察領域において、P濃度が前記平均P含有量の2倍以上であるP濃化部の面積率が0.5%以下、かつMn濃度が前記平均Mn含有量の2倍以上であるMn濃化部の面積率が0.5%以下
A spot welded joint including a plate assembly in which a plurality of steel plates including at least one steel plate having a tensile strength of 980 MPa or more are overlapped, and a nugget that joins the plurality of steel plates in the plate assembly,
In a cross section in the plate thickness direction passing through the center of the nugget, a portion of the fusion boundary of the nugget that corresponds to the position of the plate interface between two adjacent steel plates where the sum of the tensile strengths is the highest is defined as the 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,
A resistance spot welded joint, wherein, in an observation region of 200 μm square within the nugget near the end of the nugget, the average grain size of prior austenite grains having an aspect ratio of 1.0 to 1.7 is 110 μm or less, and wherein either (a) or (b) below is satisfied:
(A) The average chemical composition of the nugget has an average P content of less than 0.005% by mass and an average Mn content of less than 0.5% by mass. (B) The average chemical composition of the nugget satisfies at least one of an average P content of 0.005% by mass or more and an average Mn content of 0.5% by mass or more, and in the observation area, the area ratio of P-enriched parts where the P concentration is twice or more the average P content is 0.5% or less, and the area ratio of Mn-enriched parts where the Mn concentration is twice or more the average Mn content is 0.5% or less.
前記ナゲット端部近傍の観察領域において、前記アスペクト比が1.0以上1.7以下の旧オーステナイト粒の平均粒径が90μm以下である請求項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 average grain size of prior austenite grains having an aspect ratio of 1.0 to 1.7 in the observation area near the nugget edge is 90 μm or less. 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で算出される硬さの±20HV以内である請求項1又は請求項2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、元素記号は前記ナゲットの平均化学成分の各元素の含有量を意味する。
3. The resistance spot welded joint according to claim 1, wherein an average Vickers hardness in a 1000 μm square measurement area in the nugget near the end of the nugget is within ±20 HV of a 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, the element symbols represent the content of each element in the average chemical composition of the nugget.
前記引張強さが980MPa以上である鋼板は、C含有量が0.30質量%以上0.60質量%以下であり、かつ、Ti含有量が0.10質量%未満である請求項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。 A resistance spot welded joint according to any one of claims 1 to 3, wherein the steel plate having a tensile strength of 980 MPa or more has a C content of 0.30 mass% or more and 0.60 mass% or less, and a Ti content of less than 0.10 mass%. 引張強さが980MPa以上である少なくとも1枚の鋼板を含む2枚以上の鋼板を重ね合わせた板組を、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)で通電して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、前記ナゲットの溶融境界のうち、前記引張強さの合計が最も高い隣接する2枚の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た場合に、前記ナゲット端部の温度がMs点以下になるように、800≦tc1を満たす時間tc1(ms)の間冷却する冷却工程と、
前記冷却工程後、前記ナゲット端部がA点以上、かつ再溶融温度未満になるように、0.80≦I/I<1.2を満たす電流値I(kA)及び200≦tを満たす時間t(ms)で通電する第2通電工程と、
を含む、スポット溶接継手の製造方法。
a first current-passing step of forming a nugget by sandwiching a sheet set obtained by stacking two or more steel sheets, including at least one steel sheet having a tensile strength of 980 MPa or more, between a pair of electrodes in the sheet thickness direction and applying pressure thereto while passing a current I 1 (kA);
a cooling step of cooling the nugget for a time tc1 (ms) that satisfies 800≦tc1 so that the temperature of the nugget end becomes equal to or lower than the Ms point, where the nugget end is defined as a portion of the fusion boundary of the nugget that corresponds to the position of the sheet interface between the two adjacent steel sheets having the highest sum of the tensile strength after the first current passing step;
a second current application step of applying current I2 (kA) that satisfies 0.80≦ I2 / I1 <1.2 and time t2 (ms) that satisfies 200≦ t2 so that the nugget edge becomes at or above point A3 and below the remelting temperature after the cooling step;
A method for manufacturing a spot welded joint, comprising:
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JP2012187617A (en) 2011-03-11 2012-10-04 Nissan Motor Co Ltd Joined body of high tensile strength steel sheet and resistance welding method for high tensile strength steel sheet
JP2013111584A (en) 2011-11-25 2013-06-10 Jfe Steel Corp Method for evaluating resistance spot welding joint
WO2013161937A1 (en) 2012-04-25 2013-10-31 新日鐵住金株式会社 Spot-welding joint
WO2019156073A1 (en) 2018-02-09 2019-08-15 Jfeスチール株式会社 Method for resistance spot welding, and method for producing resistance-spot-welded joint
JP6777270B1 (en) 2019-05-28 2020-10-28 Jfeスチール株式会社 Resistance spot welds and resistance spot welds, and resistance spot weld joints and resistance spot weld joint manufacturing methods

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JP2012187617A (en) 2011-03-11 2012-10-04 Nissan Motor Co Ltd Joined body of high tensile strength steel sheet and resistance welding method for high tensile strength steel sheet
JP2013111584A (en) 2011-11-25 2013-06-10 Jfe Steel Corp Method for evaluating resistance spot welding joint
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