JP2018140431A - Steel plate weld member, and spot welding method - Google Patents

Steel plate weld member, and spot welding method Download PDF

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JP2018140431A
JP2018140431A JP2017037314A JP2017037314A JP2018140431A JP 2018140431 A JP2018140431 A JP 2018140431A JP 2017037314 A JP2017037314 A JP 2017037314A JP 2017037314 A JP2017037314 A JP 2017037314A JP 2018140431 A JP2018140431 A JP 2018140431A
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welding
spot
nugget
steel plate
diameter
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直明 嶋田
Naoaki Shimada
直明 嶋田
泰山 正則
Masanori Taiyama
正則 泰山
康信 宮▲崎▼
Yasunobu Miyazaki
康信 宮▲崎▼
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Nippon Steel Corp
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Nippon Steel and Sumitomo Metal Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a steel plate weld member of which a high strength is realized.SOLUTION: A steel plate weld member, in which plural steel plates 1A, 1B, which include at least one high strength steel plate having a tensile strength TS of 800 MPa or more are overlapped and are spot-welded at plural places, has two or more large diameter spot weld zones 4 of which a nugget diameter Dn satisfies the formula (A). Two or more large diameter spot weld zones 4 have such a probability of 70% or more that at least one of the condition that the zones have a shrinkage cavity 5 of which a width exceeds 100 μm in a nugget 3, and the condition that the zones have plural shrinkage cavities in the nugget 3 and a sum total of widths of the plural shrinkage cavities exceeds 100 μm is satisfied. Formula (A): Dn≥2.5√h (h represents 1/2 of a total thickness of the overlapped plural steel plates).SELECTED DRAWING: Figure 1

Description

本発明は、自動車の製造分野等において複数枚の鋼板を重ね合わせてスポット溶接するスポット溶接方法、及び複数枚の鋼板をスポット溶接した鋼板溶接部材に関する。   The present invention relates to a spot welding method in which a plurality of steel plates are overlapped and spot-welded in the field of manufacturing automobiles and the like, and a steel plate welded member in which a plurality of steel plates are spot-welded.

近年、自動車分野では、低燃費化やCO排出量削減の観点で車体の軽量化を実現しつつ、一方で衝突安全性の向上の観点で車体部材を高強度化することが求められている。そのため、車体や部品等に高強度鋼板が使用されている。
なお、車体の組立や部品の取付けには抵抗溶接の一種であるスポット溶接を用いることが多いが、特に高強度鋼板をスポット溶接によって溶接する場合、接合部分の強度の向上が求められる。
In recent years, in the automobile field, it has been required to increase the strength of vehicle body members from the viewpoint of improving collision safety while achieving weight reduction of vehicle bodies from the viewpoint of reducing fuel consumption and reducing CO 2 emissions. . For this reason, high-strength steel plates are used for vehicle bodies and parts.
Note that spot welding, which is a type of resistance welding, is often used for assembling the vehicle body and attaching parts. However, particularly when a high-strength steel plate is welded by spot welding, it is required to improve the strength of the joint portion.

例えば、特許文献1には、電槽のセル間隔壁に形成された透孔を通じて、このセル間隔壁の両側のセルに収納された発電要素の正負いずれかの極板に接続されたストラップの接続部間を溶接する隔壁貫通溶接工程と、この隔壁貫通溶接工程によってセル間隔壁の透孔内で一旦溶融した後に凝固したストラップの接続部間を両側から押圧する溶接ナゲット押圧工程とを有する鉛蓄電池の製造方法が提案されている。   For example, Patent Document 1 discloses a connection of a strap connected to either a positive electrode plate or a negative electrode plate of a power generation element housed in a cell on both sides of the cell interval wall through a through hole formed in the cell interval wall of the battery case. A lead-acid battery having a partition through-welding process for welding between the parts, and a welding nugget pressing process for pressing between the connection parts of the straps that have solidified after being once melted in the through holes of the cell interval wall by the partition through-welding process. The manufacturing method of this is proposed.

また、特許文献2には、ワークの溶接部位に、前記ワークの片側からのみ電極を当てて溶接する片側スポット溶接方法であって、前記電極により前記ワークを前記片側から加圧しつつ、前記ワークに所定の電流値で本通電を行うナゲット形成工程と、前記ナゲット形成工程後、前記電極により前記ワークを前記片側から加圧しつつ、前記ワークに前記所定の電流値よりも低い電流値で通電を行う徐冷工程と、を含む片側スポット溶接方法が提案されている。   Patent Document 2 discloses a one-side spot welding method in which an electrode is applied only to one side of the workpiece to a welding site of the workpiece and is welded to the workpiece while pressing the workpiece from the one side with the electrode. A nugget forming step in which main energization is performed at a predetermined current value, and after the nugget formation step, the work is energized at a current value lower than the predetermined current value while pressing the workpiece from the one side with the electrode. A one-side spot welding method including a slow cooling step has been proposed.

また、特許文献3には、抵抗スポット溶接ガンによりアルミニウム合金板材を溶接するにおいて、アルミニウム合金板材を所要の溶接加圧力にて溶接加圧時間ST1で加圧し、この溶接加圧時間ST1のタイムアップで溶接電流を流して溶接時間WT1で溶接する条件と、前記溶接時間WT1のタイムアップで所要の鍛造加圧力にて加圧し、かつディケィ時間WT2でディケィ電流を流して鍛造加圧させ、前記ディケィ時間WT2のタイムアップの後に所要の保持時間HT1で保持して鍛造加圧を終了させる条件とにより溶接を完了するアルミニウム合金板材の抵抗スポット溶接方法が提案されている。   Further, in Patent Document 3, when an aluminum alloy sheet is welded by a resistance spot welding gun, the aluminum alloy sheet is pressurized at a welding pressurization time ST1 with a required welding pressurizing time, and the welding pressurization time ST1 is increased. The welding current is passed through at a welding time WT1, the welding time WT1 is timed up, the required forging pressurization is applied, and the decay time WT2 is passed at the forging pressurization to cause forging pressurization. There has been proposed a resistance spot welding method for an aluminum alloy plate material in which welding is completed with a condition of holding the required holding time HT1 and finishing forging pressurization after the time WT2 is up.

また、特許文献4には、有機物を含む被覆層を有するアルミニウム薄板またはアルミニウム合金薄板の抵抗スポット溶接方法であって、溶接電流の通電に先だって電流値が前記溶接電流の5〜60%の範囲内の予通電をする有機被覆されたアルミニウム薄板およびアルミニウム合金薄板の溶接方法が提案されている。   Patent Document 4 discloses a resistance spot welding method for an aluminum thin plate or an aluminum alloy thin plate having a coating layer containing an organic substance, and the current value is within a range of 5 to 60% of the welding current prior to energization of the welding current. There has been proposed a method of welding organic coated aluminum sheets and aluminum alloy sheets that are pre-energized.

さらに、特許文献5には、シーム電極輪を介して被溶接物を加圧し、ヒート・クールを繰り返し断続通電し前記電極輪を回転駆動してシーム溶接する抵抗シーム溶接方法において、溶接通電時のヒート・クールタイミングのクールタイムの電流値をゼロまで落とさずに連続した高低の電流波形を生成して被溶接物をシーム溶接する抵抗シーム溶接方法が提案されている。   Further, Patent Document 5 discloses a resistance seam welding method in which a workpiece is pressurized through a seam electrode ring, heat / cool is repeatedly intermittently energized, and the electrode ring is rotationally driven to perform seam welding. There has been proposed a resistance seam welding method in which a continuous high and low current waveform is generated without dropping the current value of the cool time of the heat / cool timing to zero and the workpiece is seam welded.

特開2002−313310号公報JP 2002-313310 A 特開2013−66932号公報JP 2013-66932 A 特開2003−145277号公報JP 2003-145277 A 特開平8−25060号公報Japanese Patent Laid-Open No. 8-25060 特開平11−77326号公報Japanese Patent Laid-Open No. 11-77326

従来においても、スポット溶接の際にナゲット内に生じるひけ巣に着目した提案はあったが、高強度鋼板を用いた鋼板溶接部材の強度向上の観点でこのひけ巣を細かく制御することを試みた例はなく、この点にさらなる改善の余地がある。   In the past, there was a proposal focusing on the shrinkage nest generated in the nugget during spot welding, but we tried to finely control this shrinkage in terms of improving the strength of steel welded members using high-strength steel plates. There are no examples, and there is room for further improvement in this regard.

本発明は、上記現状に鑑みてなされたものであり、高い強度を実現した鋼板溶接部材、並びに、ひけ巣発生の抑制及び発生したひけ巣の大きさの低減を実現したスポット溶接方法を提供することを目的とする。   The present invention has been made in view of the above-described present situation, and provides a steel plate welding member that realizes high strength, and a spot welding method that realizes suppression of generation of a sink and reduction of the size of the generated sink. For the purpose.

複数枚の鋼板を重ね合わせてスポット溶接により継手(溶接部分)を形成したとき、スポット溶接部分に形成されるナゲットの中央付近に「ひけ巣」とよばれる空隙が生じることがある。従来は、比較的引張強度TSが小さい鋼板を用いた場合、こうしたひけ巣について強度の観点であまり問題とされることはなかった。
しかし、引張強度TSが800MPa以上という高強度の鋼板を1枚以上用い、複数の箇所でスポット溶接を行って鋼板溶接部材を作製した場合に、サイズの大きいひけ巣を有するスポット溶接部が増え過ぎると、鋼板溶接部材としての高い強度が得難いことが分かった。
When a joint (welded part) is formed by spot welding with a plurality of steel plates overlapped, a void called a “shink nest” may be generated near the center of the nugget formed in the spot welded part. Conventionally, when a steel sheet having a relatively small tensile strength TS is used, such a shrinkage nest has not been a problem in terms of strength.
However, when one or more high-strength steel sheets with a tensile strength TS of 800 MPa or more are used and spot welding is performed at a plurality of locations to produce a steel plate welded member, the number of spot welds having large sized nests increases too much. And it turned out that the high intensity | strength as a steel plate welding member is hard to be obtained.

また、ひけ巣は、特に引張強度TSが800MPa以上という高強度の鋼板を1枚以上用いてスポット溶接を行った場合により発生し易く、かつより大きいひけ巣が生じ易いことが分かった。   In addition, it was found that the shrinkage nest is likely to occur particularly when spot welding is performed using one or more high-strength steel sheets having a tensile strength TS of 800 MPa or more, and a larger shrinkage nest is likely to occur.

なお、上記のようにスポット溶接の条件を調整する提案は、特許文献1〜5にも示すように、従来においても幾つかなされている。しかし、特許文献1〜5においてはスポット溶接により得られた鋼板溶接部材についてサイズの大きいひけ巣の発生度合いが強度向上に寄与する点には着目がなく、またスポット溶接の際の加圧力及びナゲット径がひけ巣発生の抑制やその大きさの低減に寄与する点には着目がない。   Some proposals for adjusting the spot welding conditions as described above have been made in the past as shown in Patent Documents 1-5. However, in Patent Documents 1 to 5, there is no focus on the fact that the degree of occurrence of the large size of the nest of the steel plate welded member obtained by spot welding contributes to strength improvement, and the applied pressure and nugget at the time of spot welding There is no focus on the point that the diameter contributes to the suppression of shrinkage nests and the reduction of its size.

そこで、本発明者らは、引張強度TSが800MPa以上の高強度鋼板を1枚以上用いてスポット溶接を行うときに、ひけ巣の発生を抑制しかつ発生したひけ巣についてもその大きさを低減し得るスポット溶接方法について検討した。また、高い強度を得る観点で、鋼板溶接部材におけるひけ巣の発生度合い及び発生したひけ巣の大きさについて検討した。   Therefore, the present inventors suppress the generation of the sink nest and reduce the size of the generated nest when spot welding is performed using one or more high strength steel plates having a tensile strength TS of 800 MPa or more. Possible spot welding methods were investigated. Further, from the viewpoint of obtaining high strength, the degree of occurrence of the shrinkage nest in the steel plate welded member and the size of the generated shrinkage nest were examined.

その結果、大きなひけ巣が存在する確率が鋼板溶接部材の強度に寄与し、またスポット溶接の際の溶接電極による加圧力及びナゲット径が、ひけ巣の発生や発生したひけ巣の大きさに寄与することが知見された。
本発明は、以上の検討を重ねることにより完成するに至ったものである。
すなわち、本発明の要旨は、以下のとおりである。
As a result, the probability that a large shrinkage nest exists contributes to the strength of the steel plate welded member, and the applied pressure and nugget diameter by the welding electrode during spot welding contribute to the generation of the shrinkage nest and the size of the generated shrinkage nest. It was discovered that
The present invention has been completed by repeating the above studies.
That is, the gist of the present invention is as follows.

<1> 引張強度TSが800MPa以上の高強度鋼板を少なくとも1枚含む複数枚の鋼板が重ね合わされ、複数の箇所でスポット溶接された鋼板溶接部材であって、
ナゲット径Dnが下記式(A)を満たすナゲット部を有する大径スポット溶接部を2つ以上有し、
2つ以上の前記大径スポット溶接部は、幅が100μmを超えるひけ巣をナゲット部内に有するとの条件、及び複数のひけ巣をナゲット部内に有しかつ該複数のひけ巣の幅の総和が100μmを超えるとの条件の少なくとも一方を満たす確率が70%以下である鋼板溶接部材。
式(A):Dn≧2.5√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
<1> A steel plate welded member in which a plurality of steel plates including at least one high strength steel plate having a tensile strength TS of 800 MPa or more are overlapped and spot-welded at a plurality of locations,
The nugget diameter Dn has two or more large-diameter spot welds having a nugget part satisfying the following formula (A),
The two or more large-diameter spot welds have the condition that the nugget portion has a shrinkage nest having a width of more than 100 μm, and the sum of the widths of the plurality of shrinkage nests has a plurality of shrinkage nests in the nugget portion. A steel plate welded member having a probability of satisfying at least one of the conditions of exceeding 100 μm being 70% or less.
Formula (A): Dn ≧ 2.5√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)

<2> 前記大径スポット溶接部の少なくとも1つが、板厚方向の片側表面又は両側表面にくぼみを有し、片側表面にのみ前記くぼみを有する場合には該くぼみの深さが、両側表面に前記くぼみを有する場合には両方の該くぼみの深さの総和が、重ね合わされた前記複数枚の鋼板の総厚の5%以上である前記<1>に記載の鋼板溶接部材。 <2> When at least one of the large-diameter spot welds has a depression on one or both surfaces in the thickness direction, and the depression is only on one surface, the depth of the depression is The steel plate welded member according to <1>, wherein the sum of the depths of both the recesses is 5% or more of the total thickness of the plurality of the steel plates stacked when the recess is included.

<3> 引張強度TSが800MPa以上の高強度鋼板を少なくとも1枚含む複数枚の鋼板を重ね合わせる重合せ工程と、
前記複数枚の鋼板の重ね合わせた部分を両側から溶接電極で挟み、前記溶接電極による加圧力Fe及びナゲット径Dnが下記条件(B1)又は条件(B2)を満たすよう、前記溶接電極に通電してスポット溶接を行うスポット溶接工程と、
を有するスポット溶接方法。
条件(B1):Fe≧500kgf、及びDn≧2.5√h
条件(B2):Fe≧100kgf、及びDn≧4√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
<3> A superposition step of superposing a plurality of steel plates including at least one high strength steel plate having a tensile strength TS of 800 MPa or more;
The overlapped portions of the plurality of steel plates are sandwiched between welding electrodes from both sides, and the welding electrodes are energized so that the pressing force Fe and the nugget diameter Dn by the welding electrodes satisfy the following condition (B1) or condition (B2). Spot welding process for spot welding,
A spot welding method comprising:
Condition (B1): Fe ≧ 500 kgf and Dn ≧ 2.5√h
Condition (B2): Fe ≧ 100 kgf and Dn ≧ 4√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)

本発明によれば、高い強度を実現した鋼板溶接部材、並びに、ひけ巣発生の抑制及び発生したひけ巣の大きさの低減を実現したスポット溶接方法が提供される。   ADVANTAGE OF THE INVENTION According to this invention, the steel plate welding member which implement | achieved high intensity | strength and the spot-welding method which implement | achieved suppression of generation | occurrence | production of a dent and the reduction | decrease of the magnitude | size of the generated dent are provided.

スポット溶接により形成されたスポット溶接部のナゲット及びひけ巣の一例を模式的に示す図である。It is a figure which shows typically an example of the nugget and sinkhole of the spot-welded part formed by spot welding. スポット溶接を開始する際の2枚の鋼板と溶接電極の配置の一例を示す図である。It is a figure which shows an example of arrangement | positioning of the two steel plates at the time of starting spot welding, and a welding electrode. 2枚の鋼板がスポット溶接された本実施形態に係る鋼板溶接部材の一例を模式的に示す図である。It is a figure which shows typically an example of the steel plate welding member which concerns on this embodiment with which two steel plates were spot-welded. スポット溶接により形成されたスポット溶接部のナゲット及びひけ巣の一例を示す画像である。It is an image which shows an example of the nugget and sinkhole of the spot-welded part formed by spot welding. スポット溶接により形成されたスポット溶接部のナゲット及びひけ巣の他の一例を示す画像である。It is an image which shows another example of the nugget and sinkhole of the spot weld part formed by spot welding. スポット溶接に用いる溶接電極の先端形状の各種の例を模式的に示す図である。It is a figure which shows typically the various examples of the front-end | tip shape of the welding electrode used for spot welding.

以下、本発明のスポット溶接用鋼板の選択方法の一実施形態について、説明する。   Hereinafter, an embodiment of a method for selecting a steel plate for spot welding according to the present invention will be described.

なお、本明細書中において、「〜」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。ただし、「超」及び「未満」等の断りがある場合は、「〜」の前後に記載される数値を下限値及び上限値の少なくとも一方として含まないことを意味する。   In the present specification, a numerical range expressed using “to” means a range including numerical values described before and after “to” as a lower limit and an upper limit unless otherwise specified. However, when there is a notice such as “exceeding” and “less than”, it means that numerical values described before and after “to” are not included as at least one of the lower limit value and the upper limit value.

〔鋼板溶接部材〕
本実施形態に係る鋼板溶接部材は、引張強度TSが800MPa以上の高強度鋼板を少なくとも1枚含む複数枚の鋼板が重ね合わされ、複数の箇所でスポット溶接された部材である。
[Steel plate welding member]
The steel plate welded member according to this embodiment is a member in which a plurality of steel plates including at least one high strength steel plate having a tensile strength TS of 800 MPa or more are overlapped and spot welded at a plurality of locations.

なお、スポット溶接された複数の箇所(スポット溶接部)のうちの2つ以上の箇所において、ナゲット径Dnが下記式(A)を満たすナゲット部を有する大径スポット溶接部を有する。
式(A):Dn≧2.5√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
In addition, in two or more places among a plurality of spot-welded places (spot welded portions), the nugget diameter Dn has a large-diameter spot welded portion having a nugget portion satisfying the following formula (A).
Formula (A): Dn ≧ 2.5√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)

また、2つ以上存在する前記大径スポット溶接部は、下記条件I及び条件IIの少なくとも一方を満たす確率(以下、単に「大径ひけ巣存在確率」とも称す)が70%以下である。
条件I:幅が100μmを超えるひけ巣をナゲット部内に有する
条件II:複数のひけ巣をナゲット部内に有しかつ該複数のひけ巣の幅の総和が100μmを超える
In addition, two or more large-diameter spot welds have a probability of satisfying at least one of the following conditions I and II (hereinafter also simply referred to as “large-diameter dent existence probability”) of 70% or less.
Condition I: A nest having a width exceeding 100 μm in the nugget portion Condition II: A plurality of sink nests in the nugget portion and the sum of the widths of the plurality of sink nests exceeding 100 μm

従来から、様々な分野において鋼板が用いられており、例えば自動車分野においてはCO排出量の低減等の目的から車体の軽量化が求められている一方で、衝突安全性等の強度の向上を両立することが求められている。そこで、軽量化と強度の向上とを両立するため、自動車車体への高強度鋼板の適用が有効であり、この高強度鋼板を複数枚重ねて溶接により組み立てた鋼板溶接部材が実用化されている。なお、こうした鋼板溶接部材は自動車分野に限らず、様々な分野において用いられている。
そして、軽量化と強度の向上との両立が求められる高強度鋼板の鋼板溶接部材では、溶接によって繋ぎ合わせた継手(溶接部分)においても高い強度が求められており、それに合わせて、こうした高い強度を実現するための溶接条件の確立が重要となっている。
Conventionally, steel sheets have been used in various fields. For example, in the automobile field, weight reduction of the vehicle body has been demanded for the purpose of reducing CO 2 emissions and the like, while improving the strength such as collision safety. There is a need to be compatible. Therefore, in order to achieve both weight reduction and strength improvement, it is effective to apply a high-strength steel plate to the automobile body, and a steel plate welding member in which a plurality of high-strength steel plates are assembled by welding is put into practical use. . Such steel plate welding members are used not only in the automobile field but also in various fields.
In addition, in steel plate welded members of high-strength steel sheets that are required to achieve both weight reduction and strength improvement, high strength is also required in joints (welded parts) joined by welding. It is important to establish welding conditions to achieve this.

ここで、鋼板の重ね合せ部分にスポット溶接により継手(溶接部分)を形成したとき、スポット溶接部分に形成されるナゲットの中央付近に「ひけ巣」とよばれる空隙が生じることがある。図1は、2枚の鋼板1A、1Bを重ね合せ、両側から溶接電極2A、2Bで挟んで加圧しながら通電することでスポット溶接を行った鋼板溶接部材を示す図であり、大径スポット溶接部(熱影響部)4のナゲット3の中に、ひけ巣5が生じた状態を示している。なお、ひけ巣5が発生する原因としては、一般的に通電終了後におけるナゲットの凝固収縮によるものとされている。   Here, when a joint (welded portion) is formed by spot welding in the overlapped portion of the steel plates, a void called “shink nest” may be generated near the center of the nugget formed in the spot welded portion. FIG. 1 is a view showing a steel plate welded member in which two steel plates 1A and 1B are overlapped, and spot welding is performed by energizing the electrodes while sandwiching them between welding electrodes 2A and 2B from both sides. A state in which a sink nest 5 is generated in the nugget 3 of the portion (heat affected zone) 4 is shown. Note that the cause of the occurrence of the sink nest 5 is generally due to the solidification shrinkage of the nugget after the energization is completed.

ただし、従来、比較的引張強度TSが小さい鋼板を用いた鋼板溶接部材では、こうしたひけ巣5について強度の観点であまり問題とされることはなかった。しかし、引張強度TSが800MPa以上という高強度の鋼板を1枚以上用いて、複数の箇所でスポット溶接により溶接が行われた鋼板溶接部材において、サイズの大きいひけ巣を有するスポット溶接部が増え過ぎると、鋼板溶接部材としての高い強度が得難いことが分かった。
これに対し、本実施形態に係る鋼板溶接部材は、ナゲット径Dnが前記式(A)を満たす大径スポット溶接部を2つ以上有し、これらの大径スポット溶接部のうち、前記条件Iを満たすひけ巣、つまり幅が100μmを超えるひけ巣が形成されたり、前記条件IIを満たすひけ巣、つまりひけ巣が複数存在しその幅の総和が100μmを超えるひけ巣が形成された大径スポット溶接部が存在する確率(大径ひけ巣存在確率)が70%以下に抑制されている。これにより、本実施形態では鋼板溶接部材としての高い強度が得られ、例えば優れた耐衝撃性や、耐疲労破壊性が得られる。
However, conventionally, in the steel plate welded member using a steel plate having a relatively small tensile strength TS, such a hollow 5 has not been considered as a problem in terms of strength. However, in a steel plate welded member that is welded by spot welding at a plurality of locations using one or more high-strength steel plates having a tensile strength TS of 800 MPa or more, the number of spot welds having a large size of the nest is excessively increased. And it turned out that the high intensity | strength as a steel plate welding member is hard to be obtained.
On the other hand, the steel plate welding member according to the present embodiment has two or more large-diameter spot welds in which the nugget diameter Dn satisfies the formula (A), and among these large-diameter spot welds, the condition I A large diameter spot where a shrinkage nest satisfying the condition II, that is, a shrinkage nest whose width exceeds 100 μm is formed, or a sink nest satisfying the above condition II, that is, a plurality of sink nests and a sum total of the widths exceeding 100 μm is formed. The probability that a weld is present (large-diameter shrinkage existence probability) is suppressed to 70% or less. Thereby, in this embodiment, the high intensity | strength as a steel plate welding member is obtained, for example, the outstanding impact resistance and fatigue fracture resistance are obtained.

・大径ひけ巣存在確率
本実施形態の鋼板溶接部材は、複数存在するスポット溶接部のうちの少なくとも2つ以上においてナゲット径Dnが前記式(A)を満たす大径スポット溶接部を有する。そして、この2つ以上存在する大径スポット溶接部のうち、前記条件I及び条件IIの少なくとも一方を満たす大径スポット溶接部の数の割合(大径ひけ巣存在確率)が70%以下である。大径ひけ巣存在確率が70%以下に抑制されていることで、鋼板溶接部材としての高い強度が実現され、例えば優れた耐衝撃性や耐疲労破壊性が得られる。
なお、この大径ひけ巣存在確率は、さらに50%以下であることが好ましく、30%以下であることがより好ましい。
-Large diameter shrinkage nest existence probability The steel plate welding member of this embodiment has a large diameter spot welded part in which the nugget diameter Dn satisfies the formula (A) in at least two or more of the plurality of spot welded parts. And among these two or more large-diameter spot welds, the ratio of the number of large-diameter spot welds satisfying at least one of the above condition I and condition II (large-diameter dent existence probability) is 70% or less. . Since the probability of existence of large-diameter shrinkage nests is suppressed to 70% or less, high strength as a steel plate welded member is realized, and, for example, excellent impact resistance and fatigue fracture resistance can be obtained.
In addition, it is preferable that this large diameter shrinkage nest existence probability is further 50% or less, and it is more preferable that it is 30% or less.

ここで、上記大径ひけ巣存在確率の算出は、鋼板溶接部材が有する大径スポット溶接部(ナゲット径Dnが前記式(A)を満たすスポット溶接部)の中から任意の10箇所についてひけ巣総幅(ひけ巣が1つのみの場合そのひけ巣の幅、複数の場合それらのひけ巣の幅の総和)を測定することで算出する。なお、鋼板溶接部材が大径スポット溶接部を上記の数有していない場合には、その全ての大径スポット溶接部についてひけ巣総幅を測定することで算出する。   Here, the calculation of the existence probability of the large-diameter dent nest is carried out with respect to any ten points out of the large-diameter spot welded portions (spot welded portions where the nugget diameter Dn satisfies the formula (A)) of the steel plate welded member. It is calculated by measuring the total width (the width of the sink nest when there is only one sink nest, the sum of the widths of the sink nests when there are a plurality of sink nests). In addition, when the steel plate welding member does not have the above-mentioned number of large-diameter spot welds, calculation is performed by measuring the total shrinkage width for all the large-diameter spot welds.

大径スポット溶接部を2つ以上有する鋼板溶接部材において、大径ひけ巣存在確率を上記範囲に制御する方法としては、特に限定されるものではないが、後述する本実施形態に係るスポット溶接方法により鋼板溶接部材を製造する方法が挙げられる。   In a steel plate welded member having two or more large-diameter spot welds, the method for controlling the large-diameter dent nest existence probability within the above range is not particularly limited, but a spot welding method according to this embodiment described later. The method of manufacturing a steel plate welding member by is mentioned.

・ナゲット径Dnの測定及びひけ巣の幅の測定
ナゲット径Dnの測定、及びひけ巣の幅の測定は、以下の方法により行われる。
まず、スポット溶接部を板厚方向に切断して埋め込み試料を作製し、研磨およびエッチング処理した断面を、光学顕微鏡を用いて観察する。ナゲット径Dnは、この断面画像においてナゲットの板厚方向と直交する方向の長さを測定することで得る。
-Measurement of nugget diameter Dn and measurement of width of shrinkage nest Measurement of nugget diameter Dn and measurement of the width of shrinkage nest are performed by the following methods.
First, the spot welded portion is cut in the plate thickness direction to prepare an embedded sample, and a cross-section obtained by polishing and etching is observed using an optical microscope. The nugget diameter Dn is obtained by measuring the length in the direction orthogonal to the plate thickness direction of the nugget in this cross-sectional image.

なお、大径スポット溶接部はそのナゲット径Dnが前記式(A)(Dn≧2.5√h)を満たすスポット溶接部であり、式(A)中の「h」は、重ね合わされた複数枚の鋼板の総厚の1/2を表す。仮に、スポット溶接部が片側表面又は両側表面にくぼみを有している場合には、このくぼみが存在しない箇所での総厚の1/2を「h」とする。   The large diameter spot welded portion is a spot welded portion whose nugget diameter Dn satisfies the formula (A) (Dn ≧ 2.5√h), and “h” in the formula (A) is a plurality of overlapped portions. It represents 1/2 of the total thickness of the steel plates. If the spot weld has a dent on one or both surfaces, 1/2 of the total thickness at a location where this dent does not exist is “h”.

また、ひけ巣の幅も、上記で得た断面画像についてひけ巣の板厚方向と直交する方向の長さを測定することで得られる。
ここで、ひけ巣が発生した断面画像の例を図4及び図5に示す。図4に示すように、ナゲット3の中央付近に一カ所のみひけ巣5が観察される場合もあれば、図5に示すように、ナゲット3内に複数個のひけ巣5A、5Bが分散して観察される場合もある。そのため、ナゲット内に観察されるひけ巣が一カ所のみの場合にはそのひけ巣の幅(例えば図4では幅W)をひけ巣総幅とする。一方、ナゲット内に複数のひけ巣が観察される場合には各ひけ巣の幅(例えば図5では幅W1及び幅W2)の総和をひけ巣総幅とする。つまり、前記条件I及び条件IIの少なくとも一方を満たすか否かは、このひけ巣総幅が100μmを超えるか否かによって判断される。
Further, the width of the shrinkage nest can also be obtained by measuring the length of the cross-sectional image obtained above in the direction orthogonal to the thickness direction of the shrinkage nest.
Here, examples of cross-sectional images in which the sink marks are generated are shown in FIGS. 4 and 5. As shown in FIG. 4, there is a case where only one sink nest 5 is observed near the center of the nugget 3, and as shown in FIG. 5, a plurality of sink nests 5A and 5B are dispersed in the nugget 3. May be observed. For this reason, when only one sink nest is observed in the nugget, the width of the sink nest (for example, width W in FIG. 4) is set as the total nest width. On the other hand, when a plurality of shrinkage nests are observed in the nugget, the sum total of the widths of the respective shrinkage nests (for example, the width W1 and the width W2 in FIG. 5) is defined as the total shrinkage width. That is, whether or not at least one of the condition I and the condition II is satisfied is determined by whether or not the total width of the shrinkage nest exceeds 100 μm.

・くぼみの深さ
本実施形態の鋼板溶接部材では、大径スポット溶接部(ナゲット径Dnが前記式(A)を満たすスポット溶接部)の少なくとも1つにおいて、板厚方向の片側表面又は両側表面にくぼみを有していてもよい。
ここで、くぼみが生じた断面図の例を図3に示す。図3は、大径スポット溶接部(熱影響部)4の板厚方向の両側表面にくぼみ6A、6Bが生じた状態を示す。くぼみ6Aは深さ(くぼみが存在しない箇所との板厚方向の高さの差)がD1であり、一方くぼみ6Bは深さがD2である。
-Depth of Depth In the steel plate welded member of the present embodiment, at least one of the large-diameter spot welds (spot welds where the nugget diameter Dn satisfies the above formula (A)), one side surface or both side surfaces in the plate thickness direction You may have a hollow.
Here, FIG. 3 shows an example of a cross-sectional view in which a dent has occurred. FIG. 3 shows a state in which indentations 6A and 6B are generated on both side surfaces of the large-diameter spot welded portion (heat affected zone) 4 in the plate thickness direction. The depth of the recess 6A (the difference in height in the plate thickness direction from the portion where no recess exists) is D1, while the depth of the recess 6B is D2.

そして、片側表面にのみくぼみを有する場合には該くぼみの深さが、両側表面にくぼみを有する場合には両方の該くぼみの深さの総和(例えば図3に示すくぼみ6A及び6Bの場合であれば深さD1と深さD2との総和)が、重ね合わされた複数枚の鋼板の総厚(くぼみが存在しない箇所での総厚)の5%以上であることが好ましい。
くぼみの深さ(くぼみの深さの総和)の鋼板の総厚に対する割合が上記範囲であることで、前述の大径ひけ巣存在確率が前記範囲に制御され易く、その結果鋼板溶接部材としての高い強度が実現され易く、優れた耐衝撃性や耐疲労破壊性を達成し易い。
And when it has a dent only on one side surface, the depth of this dent is the sum of the depths of both said dents when it has a dent on both surfaces (for example, in the case of the dents 6A and 6B shown in FIG. If present, the sum of the depth D1 and the depth D2) is preferably 5% or more of the total thickness (total thickness at a location where no dent is present) of a plurality of stacked steel plates.
The ratio of the depth of the depression (the sum of the depths of the depressions) to the total thickness of the steel sheet is in the above range, so that the above-described large diameter shrinkage nest existence probability is easily controlled to the above range, and as a result, as a steel plate welding member High strength is easily achieved, and excellent impact resistance and fatigue fracture resistance are easily achieved.

なお、前記くぼみの深さ(くぼみの深さの総和)の鋼板の総厚に対する割合の上限値としては、30%以下が好ましく、25%以下がより好ましく、20%以下がさらに好ましい。   In addition, as an upper limit of the ratio with respect to the total thickness of the steel plate of the said depth of depression (total of the depth of an indentation), 30% or less is preferable, 25% or less is more preferable, and 20% or less is further more preferable.

本実施形態の鋼板溶接部材では、2つ以上存在する大径スポット溶接部のうち少なくとも1つにおいて、前記くぼみの深さ(くぼみの深さの総和)の要件を満たすことが好ましいが、より多くの大径スポット溶接部において前記くぼみの深さ(くぼみの深さの総和)の要件を満たすことがより好ましい。例えば、全ての大径スポット溶接部のうち前記くぼみの深さ(くぼみの深さの総和)の要件を満たす数の割合は、半分以上であることが好ましく、8割以上であることがより好ましく、全てで満たすことがさらに好ましい。   In the steel plate welded member of the present embodiment, it is preferable that at least one of the two or more large-diameter spot welds satisfies the requirement of the depth of the recess (the sum of the depths of the recess). More preferably, the large-diameter spot welded portion satisfies the requirements for the depth of the recess (the sum of the depths of the recess). For example, the ratio of the number satisfying the requirement for the depth of the dent (the sum of the depths of the dent) among all the large-diameter spot welds is preferably half or more, and more preferably 80% or more. It is more preferable to satisfy all of them.

なお、くぼみの深さは、前述のナゲット径Dnの測定で得た断面画像について、くぼみの最深部とくぼみが存在しない箇所との板厚方向の高さの差を測定することで得られる。   The depth of the dent is obtained by measuring the difference in height in the plate thickness direction between the deepest part of the dent and a portion where no dent exists in the cross-sectional image obtained by the above-described measurement of the nugget diameter Dn.

〔スポット溶接方法〕
本実施形態に係るスポット溶接方法は、以下の各工程を有する。
・重合せ工程
引張強度TSが800MPa以上の高強度鋼板を少なくとも1枚含む複数枚の鋼板を重ね合わせる工程。
・スポット溶接工程
前記複数枚の鋼板の重ね合わせた部分を両側から溶接電極で挟み、前記溶接電極による加圧力Fe及びナゲット径Dnが下記条件(B1)又は条件(B2)を満たすよう、前記溶接電極に通電してスポット溶接を行う工程。
条件(B1):Fe≧500kgf、及びDn≧2.5√h
条件(B2):Fe≧100kgf、及びDn≧4√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
[Spot welding method]
The spot welding method according to the present embodiment includes the following steps.
-Superposition | polymerization process The process of superimposing the several steel plate containing at least 1 high strength steel plate with tensile strength TS of 800 Mpa or more.
Spot welding process The welded electrode is sandwiched between the overlapped portions of the plurality of steel plates, and the welding is performed so that the pressing force Fe and the nugget diameter Dn by the welding electrode satisfy the following condition (B1) or condition (B2). The process of conducting spot welding by energizing the electrodes.
Condition (B1): Fe ≧ 500 kgf and Dn ≧ 2.5√h
Condition (B2): Fe ≧ 100 kgf and Dn ≧ 4√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)

前述の通り、鋼板の重ね合せ部分にスポット溶接により継手(溶接部分)を形成したとき、スポット溶接部分に形成されるナゲットの中央付近に「ひけ巣」とよばれる空隙が生じることがある。このひけ巣の発生原因としては、一般的に通電終了後におけるナゲットの凝固収縮によるものとされている。
なお、このひけ巣は、特に引張強度TSが800MPa以上という高強度の鋼板を1枚以上用いてスポット溶接を行った場合に、引張強度TSがより小さい鋼板のみを用いた場合に比べて、より発生しやすく、かつより大きいひけ巣が生じ易いことが分かった。
As described above, when a joint (welded portion) is formed by spot welding in the overlapped portion of the steel plates, a void called “shink nest” may be generated near the center of the nugget formed in the spot welded portion. The cause of the occurrence of the shrinkage nest is generally due to the coagulation contraction of the nugget after the energization is completed.
In addition, this shrinkage nest is more effective when spot welding is performed using one or more high-strength steel sheets having a tensile strength TS of 800 MPa or more, compared to a case where only a steel sheet having a lower tensile strength TS is used. It has been found that it tends to occur and a larger shrinkage nest is likely to occur.

これに対し、本実施形態のスポット溶接方法では、加圧力Fe及びナゲット径Dnが前記条件(B1)又は条件(B2)を満たすようスポット溶接を行うことで、ひけ巣の発生を抑制し、また発生したひけ巣についてもその大きさを低減することができる。
その理由は、以下のように推察される。
On the other hand, in the spot welding method of the present embodiment, by performing spot welding so that the applied pressure Fe and the nugget diameter Dn satisfy the condition (B1) or the condition (B2), the occurrence of shrinkage is suppressed, The size of the generated nest can also be reduced.
The reason is guessed as follows.

通電終了後に生じるナゲットの収縮は、冷却がより早く進行するナゲット内の外側から発生し始める。この収縮がナゲット内の外側から内側に向かって順次進行することで、最終的に収縮による体積の減少分がナゲットの中央付近に空隙として残り、ひけ巣の発生に繋がると考えられる。
これに対し、前記条件(B1)を満たす場合には、通電終了後にナゲットの収縮が生じるときに、電極から高い加圧力が加えられることで、ナゲットが中央方向に押し込められ、収縮による体積の減少分がナゲット中央付近に空隙として残ることが抑制されるためと考えられる。
また、前記条件(B2)を満たす場合には、大きなナゲットが形成されることで電極からの加圧力によってこのナゲットがより中央方向に押し込められ易くなり、その結果収縮による体積の減少分がナゲット中央付近に空隙として残ることが抑制されるためと考えられる。
The nugget shrinkage that occurs after the energization ends starts to occur from outside the nugget where the cooling proceeds faster. It is considered that this shrinkage progresses sequentially from the outside to the inside in the nugget, so that the volume decrease due to the shrinkage finally remains as a void near the center of the nugget, leading to the generation of a sink.
On the other hand, when the condition (B1) is satisfied, when the nugget shrinks after energization, the nugget is pushed in the center direction by applying a high pressure force from the electrode, and the volume decreases due to the shrinkage. This is probably because the minute is suppressed from remaining as a void near the center of the nugget.
Further, when the condition (B2) is satisfied, a large nugget is formed so that the nugget is more easily pushed toward the center by the applied pressure from the electrode. As a result, the volume reduction due to the shrinkage is reduced in the nugget center. It is thought that it is suppressed that it remains as a void in the vicinity.

こうして、本実施形態のスポット溶接方法によれば、ひけ巣の発生が抑制され、また発生したひけ巣についてもその大きさが低減される。   Thus, according to the spot welding method of the present embodiment, the generation of a sink nest is suppressed, and the size of the generated nest nest is also reduced.

次いで、本実施形態に係るスポット溶接方法が有する各工程について、詳しく説明する。   Next, each step of the spot welding method according to the present embodiment will be described in detail.

本実施形態に係るスポット溶接方法は、重合せ工程、及びスポット溶接工程を有する。なお、スポット溶接工程は溶接電極から通電を行う通電工程を有しており、さらにこの通電工程の前にスクイズ工程を有していてもよく、また通電工程の後に保持工程を有していてもよい。   The spot welding method according to the present embodiment includes a superposition process and a spot welding process. The spot welding process includes an energization process for energizing from the welding electrode, and may further include a squeeze process before the energization process, or may include a holding process after the energization process. Good.

・重合せ工程
重合せ工程では、引張強度TSが800MPa以上の高強度鋼板を少なくとも1枚含む複数枚の鋼板を準備し、スポット溶接により溶接する箇所を重ね合わせる。例えば、図2に示すように、引張強度TS800MPa以上の2枚の高強度鋼板1A、1Bを準備し、スポット溶接を実施する箇所を重ね合わせる。
なお、ここで用いる上記の高強度鋼板については、後に詳述する。
-Superposition | polymerization process In a superposition | polymerization process, the several steel plate containing at least 1 high strength steel plate with tensile strength TS of 800 Mpa or more is prepared, and the location to weld by spot welding is piled up. For example, as shown in FIG. 2, two high-strength steel plates 1A and 1B having a tensile strength of TS800 MPa or more are prepared, and spots where spot welding is performed are overlapped.
The high-strength steel plate used here will be described in detail later.

・スポット溶接工程
スポット溶接工程では、まず複数枚の鋼板の重ね合わせた部分を両側から溶接電極で挟み込む。例えば、図2に示すように、重ね合わせた2枚の高強度鋼板1A、1Bを、溶接電極2A、2Bによって両側から挟み込む。
次いで、溶接電極により加圧しながら通電してスポット溶接を行う。例えば、図1に示すように、重ね合わせた2枚の高強度鋼板1A、1Bに対し、両側から挟み込んだ溶接電極2A、2Bにより矢印C1方向及び矢印C2方向にそれぞれ圧力を掛ける。なお、溶接電極による圧力の付与は、一方の溶接電極(例えば下側の溶接電極2B)を固定した状態でもう一方の溶接電極(例えば上側の溶接電極2A)から圧力を掛けてもよい。そして、この溶接電極2A、2Bに通電を行いスポット溶接を実施することで、継手となるスポット溶接部4を形成する。
-Spot welding process In the spot welding process, first, the overlapped portions of a plurality of steel plates are sandwiched between welding electrodes from both sides. For example, as shown in FIG. 2, two superposed high strength steel plates 1A and 1B are sandwiched from both sides by welding electrodes 2A and 2B.
Next, spot welding is performed by energizing while applying pressure with the welding electrode. For example, as shown in FIG. 1, pressure is applied to the two high-strength steel plates 1A and 1B that are overlapped by welding electrodes 2A and 2B sandwiched from both sides in the directions of arrows C1 and C2, respectively. The pressure applied by the welding electrode may be applied from the other welding electrode (for example, the upper welding electrode 2A) while one welding electrode (for example, the lower welding electrode 2B) is fixed. And the spot welding part 4 used as a coupling is formed by energizing these welding electrodes 2A and 2B and performing spot welding.

このとき、溶接電極による加圧力Fe及びナゲット径Dnが下記条件(B1)又は条件(B2)を満たすよう制御する。
−条件(B1)−
Fe≧500kgf、及びDn≧2.5√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
At this time, control is performed so that the pressing force Fe and the nugget diameter Dn by the welding electrode satisfy the following condition (B1) or condition (B2).
-Condition (B1)-
Fe ≧ 500 kgf and Dn ≧ 2.5√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)

なお、条件(B1)に関し、加圧力Feは、Fe≧500kgfを満たし、Fe≧600kgfを満たすことがより好ましい。一方その上限値としては、特に定めないが、電極や溶接機の強度内であれば問題はない。
また、条件(B1)に関し、ナゲット径Dnは、Dn≧2.5√hを満たす。一方その上限値としては、特に定めないが、チリの発生が大きく、溶接不良にならない範囲であれば問題はない。
Regarding condition (B1), the applied pressure Fe satisfies Fe ≧ 500 kgf and more preferably satisfies Fe ≧ 600 kgf. On the other hand, the upper limit is not particularly defined, but there is no problem as long as it is within the strength of the electrode or the welding machine.
Regarding the condition (B1), the nugget diameter Dn satisfies Dn ≧ 2.5√h. On the other hand, the upper limit is not particularly defined, but there is no problem as long as dust is large and does not cause poor welding.

−条件(B2)−
Fe≧100kgf、及びDn≧4√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
-Condition (B2)-
Fe ≧ 100 kgf and Dn ≧ 4√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)

なお、条件(B2)に関し、加圧力Feは、Fe≧100kgfを満たし、Fe≧250kgfを満たすことがより好ましい。一方その上限値としては、特に定めないが、電極や溶接機の強度内であれば問題はない。
また、条件(B2)に関し、ナゲット径Dnは、Dn≧4√hを満たす。一方その上限値としては、特に定めないが、チリの発生が大きく、溶接不良にならない範囲であれば問題はない。
Regarding condition (B2), it is more preferable that the applied pressure Fe satisfies Fe ≧ 100 kgf and satisfies Fe ≧ 250 kgf. On the other hand, the upper limit is not particularly defined, but there is no problem as long as it is within the strength of the electrode or the welding machine.
Regarding the condition (B2), the nugget diameter Dn satisfies Dn ≧ 4√h. On the other hand, the upper limit is not particularly defined, but there is no problem as long as dust is large and does not cause poor welding.

さらには、上記条件(B1)及び条件(B2)を共に満たすことが好ましく、つまり「Fe≧500kgf、及びDn≧4√h」の条件を満たすことが好ましい。   Furthermore, it is preferable to satisfy both the above conditions (B1) and (B2), that is, it is preferable to satisfy the conditions of “Fe ≧ 500 kgf and Dn ≧ 4√h”.

なお、加圧力Feとは、重ね合わされた鋼板に挟み込んでいる溶接電極から加えられる圧力(kgf)を指す。   The applied pressure Fe refers to the pressure (kgf) applied from the welding electrode sandwiched between the stacked steel plates.

ナゲット径を制御する手段としては、例えば、通電の際の電流値の調整、通電時間の調整、溶接電極の接触面積の調整、溶接電極からの加圧力の調整等の手段が挙げられる。   Examples of means for controlling the nugget diameter include means for adjusting the current value during energization, adjusting the energization time, adjusting the contact area of the welding electrode, and adjusting the pressure applied from the welding electrode.

−その他の条件−
通電の際の電流値は、求められるナゲット径や板厚等に応じて調整され、例えば4.0kA〜10.0kAの範囲とすることが好ましく、チリが発生しない電流値以下にすることがより好ましい。
通電時間は、板厚等に応じて調整され、例えば0.1s〜0.8sの範囲とすることが好ましい。
-Other conditions-
The current value at the time of energization is adjusted according to the required nugget diameter, plate thickness, etc., for example, preferably in the range of 4.0 kA to 10.0 kA, more preferably below the current value at which no dust is generated. preferable.
The energization time is adjusted according to the plate thickness or the like, and is preferably in the range of 0.1 s to 0.8 s, for example.

また、スポット溶接工程では、通電工程の前にスクイズ工程を有していてもよい。スクイズ工程は、溶接電極からの通電を行なう前に、加圧力Feを保持したまま溶接電極による挟み込みを行なう工程である。スクイズ工程におけるスクイズ時間は、特に限定されるものではないが、加圧力が一定値に到達する時間よりも長くすることが好ましい。
また、スポット溶接工程では、通電工程の後に保持工程を有していてもよい。保持工程は、溶接電極からの通電を終えた後に、さらに加圧力Feを保持したまま溶接電極による挟み込みを継続する工程である。保持工程における保持時間は、例えばナゲットの凝固収縮が完了するまで実施することが好ましく、特に限定されるものではないが具体的には0.1s以上とすることが好ましく、0.3s以上とすることがより好ましく、1.3s以上とすることがさらに好ましい。保持時間の上限は、主に生産性の観点から設定すればよい。
In the spot welding process, a squeeze process may be provided before the energization process. The squeeze process is a process of sandwiching the welding electrode while holding the applied pressure Fe before energizing the welding electrode. The squeeze time in the squeeze step is not particularly limited, but it is preferable to make the squeeze time longer than the time for the applied pressure to reach a certain value.
In the spot welding process, a holding process may be provided after the energization process. The holding step is a step of continuing the sandwiching by the welding electrode while holding the applied pressure Fe after the energization from the welding electrode is finished. The holding time in the holding step is preferably carried out until, for example, the coagulation shrinkage of the nugget is completed, and is not particularly limited, but is specifically preferably 0.1 s or more, and 0.3 s or more. Is more preferable, and it is more preferable to set it as 1.3 s or more. The upper limit of the holding time may be set mainly from the viewpoint of productivity.

スポット溶接工程を経た後、溶接電極による加圧を解き鋼板から溶接電極を離すことで、スポット溶接が完了する。   After the spot welding process, spot welding is completed by releasing the pressure applied by the welding electrode and separating the welding electrode from the steel plate.

−溶接電極−
溶接電極としては、例えば一対の円筒状の電極が用いられる。例えば、図1に示すように円筒状の電極2A、2Bの先端を両側から押し付けることで重ね合わせた鋼板を挟み込み、スポット溶接を実施することができる。
-Welding electrode-
For example, a pair of cylindrical electrodes are used as the welding electrodes. For example, as shown in FIG. 1, spot welding can be performed by sandwiching stacked steel plates by pressing the tips of cylindrical electrodes 2 </ b> A and 2 </ b> B from both sides.

なお、円筒状の電極の先端形状としては、例えば図6に示すように、(A)フラット形状、(B)ラジアス形状(円弧状)、(C)ドームラジアス形状(接触面が平面状又は緩やかな曲率(例えばR40)を有する曲面状であり、その周囲が円弧状である形状)、(D)コーンフラット形状(接触面が平面状又は緩やかな曲率を有する曲面状でその周囲がテーパ状である形状)、及び(E)ポイント形状(接触面が平面状又は緩やかな曲率を有する曲面状でその周囲が急角度のテーパ状である形状)等が一般的に用いられる。
これらの中でも、接触面が平面状又は緩やかな曲率を有する曲面状である(A)フラット形状、(C)ドームラジアス形状、(D)コーンフラット形状、(E)ポイント形状がより好ましく、(C)ドームラジアス形状がさらに好ましく、接触面が緩やかな曲率(例えばR40)を有する曲面状である(C)ドームラジアス形状が特に好ましい。
As the tip shape of the cylindrical electrode, for example, as shown in FIG. 6, (A) flat shape, (B) radius shape (arc shape), (C) dome radius shape (contact surface is flat or loose) (D) cone flat shape (contact surface is flat or curved with a gentle curvature, and its periphery is tapered) A certain shape) and (E) point shape (a shape where the contact surface is a flat surface or a curved surface having a gentle curvature and the periphery thereof is a tapered shape) are generally used.
Among these, (A) flat shape, (C) dome radius shape, (D) cone flat shape, and (E) point shape, where the contact surface is a flat surface or a curved surface having a gentle curvature, are more preferable. ) A dome radius shape is more preferable, and a contact surface is a curved surface having a gentle curvature (for example, R40), and a (C) dome radius shape is particularly preferable.

円筒状の電極の先端形状が、接触面として平面状又は緩やかな曲率を有する曲面状である場合(つまり前記(A)、(C)、(D)、及び(E)の形状の場合)、この先端部分(つまり平面状又は緩やかな曲率を有する曲面状の部分)の直径φは、求められるナゲット径や板厚等に応じて調整され、例えば4mm〜10mmの範囲が好ましい。   When the tip shape of the cylindrical electrode is a flat surface or a curved surface having a gentle curvature as the contact surface (that is, in the case of the shapes (A), (C), (D), and (E)), The diameter φ of the tip portion (that is, a flat portion or a curved portion having a gentle curvature) is adjusted according to the required nugget diameter, plate thickness, etc., and is preferably in the range of 4 mm to 10 mm, for example.

なお、図1〜図3では2枚の鋼板を重ね合せてスポット溶接する例を示したが、少なくとも1枚の高強度鋼板を含む3枚以上の鋼板をスポット溶接する場合であっても、上記に示す方法と同一の方法でスポット溶接を行うことができる。   Although FIGS. 1 to 3 show an example in which two steel plates are overlapped and spot-welded, even when spot welding three or more steel plates including at least one high-strength steel plate, Spot welding can be performed by the same method as shown in FIG.

(高強度鋼板)
次いで、本実施形態に係る鋼板溶接部材及びスポット溶接方法に用いられる高強度鋼板(引張強度TSが800MPa以上の鋼板)について説明する。
(High strength steel plate)
Next, a high-strength steel plate (a steel plate having a tensile strength TS of 800 MPa or more) used in the steel plate welding member and the spot welding method according to the present embodiment will be described.

・引張強度TS
本実施形態では、重ね合せる複数の鋼板のうち少なくとも1枚について、引張強度TSが800MPa以上の高強度鋼板を用いる。
・ Tensile strength TS
In this embodiment, a high strength steel plate having a tensile strength TS of 800 MPa or more is used for at least one of the plurality of steel plates to be overlapped.

鋼板における引張強度TSは、引張試験をJIS Z 2241(2011年)に準拠して行うことで測定される。   The tensile strength TS in a steel plate is measured by conducting a tensile test according to JIS Z 2241 (2011).

なお、重ね合せる複数の鋼板のうち、高強度鋼板が2枚以上であることがより好ましく、全てが高強度鋼板であることがさらに好ましい。   In addition, it is more preferable that there are two or more high-strength steel plates among a plurality of steel plates to be overlapped, and it is more preferable that all are high-strength steel plates.

・組成
ここで、本実施形態に用いられる鋼板(特に引張強度TSが800MPa以上の高強度鋼板)の組成は、特に限定されるものではないが、例えば以下の組成であることが好ましい。
-Composition Here, although the composition of the steel plate (especially high strength steel plate whose tensile strength TS is 800 MPa or more) used in this embodiment is not particularly limited, for example, the following composition is preferable.

質量%で、
C:0.100%〜0.400%、
Si:0.30%〜3.00%、
Mn:1.00%〜10.00%、
P:0%〜0.010%、
S:0%〜0.0050%、
を含有し、残部がFe及び不純物からなる鋼板、又は前記Feの一部がその他の添加元素に置き換えられた鋼板。
% By mass
C: 0.100% to 0.400%,
Si: 0.30% to 3.00%,
Mn: 1.00% to 10.00%,
P: 0% to 0.010%,
S: 0% to 0.0050%,
Steel, the balance of which is Fe and impurities, or a part of the Fe is replaced with other additive elements.

以下、実施例によって本発明をより具体的に説明するが、本発明はこれらの実施例に限定されるものではない。当業者であれば、特許請求の範囲に記載された思想の範疇内において、各種の変更例又は修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   EXAMPLES Hereinafter, although an Example demonstrates this invention more concretely, this invention is not limited to these Examples. It is obvious for those skilled in the art that various changes or modifications can be conceived within the scope of the idea described in the claims, and these naturally belong to the technical scope of the present invention. It is understood.

・鋼板
表1に、用いた「鋼板1〜4」中に含まれるC、Si、Mn、P、及びSの成分組成とその引張強度TSを示す。なお、各鋼板はめっき無しの冷間圧延材であり、板厚1.6mmの鋼板である。
-Steel plate In Table 1, the component composition of C, Si, Mn, P, and S contained in the used "steel plates 1-4" and its tensile strength TS are shown. In addition, each steel plate is a cold rolled material without plating, and is a steel plate with a plate thickness of 1.6 mm.


<実施例A:ナゲット径の影響>
まず、ナゲット径がひけ巣の発生及び大きさに与える影響を、下記実施例にて示す。
下記の通り、各鋼板についてナゲット径(狙い値)を3√h、4√h、5√hと変更した際のひけ巣を観察した。
<Example A: Influence of nugget diameter>
First, the effect of the nugget diameter on the generation and size of the sink nest is shown in the following examples.
As described below, the shrinkage nests were observed when the nugget diameter (target value) was changed to 3√h, 4√h, and 5√h for each steel plate.

−スポット溶接−
まず、前記鋼種1の鋼板(板厚1.6mm、引張強度TS590MPa)を2枚用い、板同士を重ね合わせ(重合せ工程)、両側から溶接電極で挟みこの溶接電極に通電してスポット溶接を行った(スポット溶接工程)。
なお、用いた溶接機は定置型、直流インバータ、エア加圧式の溶接機、用いた溶接電極はDR−φ6−R40(材質Cr−Cu、電極先端径φ6mm、接触面が緩やかな曲率(R40)を有する曲面状のドームラジアス形状)とし、電極間の加圧力を400kgf、スクイズ時間0.6s、通電時間0.36s、保持時間(電極からの通電を終えた後さらに加圧力を保持したまま電極による挟み込みを継続する時間)0.40sの条件とした。
また、ナゲット径(狙い値)が「3√h」(ここで、hは重ね合わされた2枚の鋼板の総厚の1/2、つまり「1.6mm」を指す)となるよう電極からの電流値を制御した。
-Spot welding-
First, two steel sheets of steel type 1 (plate thickness 1.6 mm, tensile strength TS590 MPa) are used, the plates are overlapped (superposition process), sandwiched between the welding electrodes from both sides, and this welding electrode is energized for spot welding. Performed (spot welding process).
The welding machine used is a stationary type, DC inverter, air pressurizing type welding machine, and the welding electrode used is DR-φ6-R40 (material Cr—Cu, electrode tip diameter φ6 mm, curvature with a gentle contact surface (R40). Curved surface dome radius shape), the applied pressure between the electrodes is 400 kgf, the squeeze time is 0.6 s, the energizing time is 0.36 s, and the holding time (after the energization from the electrodes is finished, the electrodes are further kept holding the applied pressure) The time during which the pinching is continued is 0.40 s.
Further, the nugget diameter (target value) is “3√h” (where h is 1/2 of the total thickness of the two stacked steel plates, that is, “1.6 mm”). The current value was controlled.

なお、この鋼種1を用いたナゲット径(狙い値)3√hのスポット溶接を、3回(3箇所)実施した。   In addition, spot welding with a nugget diameter (target value) of 3√h using this steel type 1 was performed three times (three locations).

3回実施した各スポット溶接部について、それぞれナゲット径を測定した結果(実測値)を下記表2に示す。   Table 2 below shows the results (actual measurement values) of measuring the nugget diameter for each spot welded portion that was performed three times.

・ひけ巣の観察(ひけ巣総幅の測定)
上記の通り3回実施した各スポット溶接部を、切断して埋め込み試料を作製し、光学顕微鏡を用いて研磨およびエッチング処理した断面を観察した。ひけ巣が観察された場合には、そのひけ巣の幅(ひけ巣総幅)を測定した。
なお、ひけ巣はナゲット中央の一カ所のみに観察される場合もあれば、複数個が分散して観察される場合もあった。そのため、ナゲット内に観察されるひけ巣が一カ所のみの場合にはそのひけ巣の幅をひけ巣総幅とし、ナゲット内に複数のひけ巣が観察される場合には各ひけ巣の幅の総和をひけ巣総幅とした。
結果を下記表2に示す。なお、ひけ巣が観察されなかった場合は「ひけ巣なし」と表記し、観察された場合にはその「ひけ巣総幅」を表示する。
・ Observation of sink nest (measurement of total width of sink nest)
As described above, each spot welded portion that was performed three times was cut to prepare an embedded sample, and a polished and etched cross section was observed using an optical microscope. When a sink nest was observed, the width of the sink nest (total width of the sink nest) was measured.
In some cases, the sink nest was observed only at one location in the center of the nugget, or a plurality of the nests were observed dispersedly. Therefore, when there is only one sink nest observed in the nugget, the width of the sink nest is the total width of the sink nest, and when multiple nests are observed in the nugget, the width of each sink nest is The sum was taken as the total width of the sink.
The results are shown in Table 2 below. If no sink marks are observed, “no sink marks” is indicated, and if observed, the “total width of sink marks” is displayed.

さらに、ナゲット内に観察されるひけ巣が一カ所でかつそのひけ巣の幅が100μmを超えるとの条件、又は観察されるひけ巣が複数でかつそのひけ巣総幅(各ひけ巣の幅の総和)が100μmを超えるとの条件を満たす確率、つまり上記の通り3箇所で実施した各スポット溶接部のうち上記条件を満たすスポット溶接部の数の割合(大径ひけ巣存在確率)を、算出した。結果を下記表2に示す。   Furthermore, the condition that the number of the sink nests observed in the nugget is one and the width of the sink nest exceeds 100 μm, or there are a plurality of the observed nests and the total width of the sink nests (the width of each sink nest Calculate the probability of satisfying the condition that the total sum exceeds 100 μm, that is, the ratio of the number of spot welds satisfying the above condition (probability of large-diameter shrinkage nests) among the spot welds performed at three locations as described above. did. The results are shown in Table 2 below.

−ナゲット径及び鋼種を変更した例−
次いで、鋼種1を2枚用い、ナゲット径(狙い値)を「4√h」、「5√h」に変更したスポット溶接を、それぞれ3回ずつ実施した。なお、具体的には、電流値を5.1kA〜7.5kAの範囲で調整することで、ナゲット径が3√h、4√h、5√hとなるよう制御した。
-Example of changing nugget diameter and steel type-
Next, spot welding was performed three times each using two steel types 1 and changing the nugget diameter (target value) to “4√h” and “5√h”. Specifically, the nugget diameter was controlled to be 3√h, 4√h, and 5√h by adjusting the current value in the range of 5.1 kA to 7.5 kA.

さらに、用いた鋼板の種類を鋼種2(板厚1.6mm、引張強度TS980MPa)、鋼種3(板厚1.6mm、引張強度TS1180MPa)、鋼種4(板厚1.6mm、引張強度TS1310MPa)に変更して、上記鋼種1の場合と同様にナゲット径が3√h、4√h、5√hとなるようスポット溶接をそれぞれ3回ずつ実施した。
なお、ナゲット径の制御は、鋼種2を用いた例では電流値を4.6kA〜6.8kAの範囲で調整することで、鋼種3を用いた例では電流値を4.5kA〜6.7kAの範囲で調整することで、鋼種4を用いた例では電流値を4.6kA〜7.0kAの範囲で調整することで、実施した。
Furthermore, the type of steel plate used is steel type 2 (plate thickness 1.6 mm, tensile strength TS980 MPa), steel type 3 (plate thickness 1.6 mm, tensile strength TS1180 MPa), steel type 4 (plate thickness 1.6 mm, tensile strength TS1310 MPa). In the same manner as in the case of steel type 1, spot welding was performed three times each so that the nugget diameter was 3√h, 4√h, and 5√h.
The nugget diameter is controlled by adjusting the current value in the range of 4.6 kA to 6.8 kA in the example using the steel type 2 and from 4.5 kA to 6.7 kA in the example using the steel type 3. In the example using the steel type 4, the current value was adjusted in the range of 4.6 kA to 7.0 kA.

これらについても、ナゲット径の実測値、ひけ巣の観察(ひけ巣総幅の測定)の結果、3箇所のスポット溶接部においてひけ巣総幅が100μmを超える確率(大径ひけ巣存在確率)、を下記表2に示す。   Also for these, as a result of the actual measurement of the nugget diameter and the observation of the shrinkage nest (measurement of the total width of the shrinkage nest), the probability that the total width of the nests exceeds 100 μm at the three spot welds (probability of existence of the large diameter nest nest), Is shown in Table 2 below.

引張強度TSが590MPaである鋼種1を用いた各「参考例」では、ひけ巣は認められなかった。
一方、引張強度TSが800MPa以上となる鋼種2、3、及び4を用いかつナゲット径(狙い値)が3√hである各「比較例」では、ひけ巣が認められた。
なお、鋼種2、3、及び4を用いかつナゲット径(狙い値)が4√h又は5√hである各「実施例」では、上記比較例に比べて、ひけ巣が縮小する傾向が認められる。
In each “reference example” using steel type 1 having a tensile strength TS of 590 MPa, no sink marks were observed.
On the other hand, in each “Comparative Example” using steel types 2, 3, and 4 with a tensile strength TS of 800 MPa or more and a nugget diameter (target value) of 3√h, a shrinkage nest was observed.
In each “Example” using steel types 2, 3, and 4 and having a nugget diameter (target value) of 4√h or 5√h, the tendency of shrinkage of the shrinkage nests was recognized as compared with the above comparative example. It is done.

<実施例B:加圧力の影響>
次いで、電極間の加圧力がひけ巣の発生及び大きさに与える影響を、下記実施例にて示す。
下記の通り、鋼板4について加圧力を400kgf、600kgfと変更した際のひけ巣を観察した。
<Example B: Effect of applied pressure>
Next, the influence of the pressure applied between the electrodes on the generation and size of the shrinkage nest is shown in the following examples.
As described below, the shrinkage nest when the pressing force was changed to 400 kgf and 600 kgf for the steel plate 4 was observed.

−スポット溶接−
まず、前記鋼種4の鋼板(板厚1.6mm、引張強度TS1310MPa)を2枚重ね合わせ(重合せ工程)、次いで両側から溶接電極で挟みこの溶接電極に通電してスポット溶接を行った(スポット溶接工程)。
なお、用いた溶接機及び溶接電極は、前記実施例Aと同じである。
ナゲット径(狙い値)が「3√h」(hは1.6mm)となるよう電極からの電流値を制御した。
また、電極間の加圧力が400kgfの場合(比較例)、及び600kgfの場合(実施例)について実施した。
スクイズ時間0.6s、通電時間0.36sとし、保持時間は0.16s〜1.98sの間で変更した。
それぞれについて、スポット溶接を3回(3箇所)実施した。
-Spot welding-
First, two steel sheets of steel type 4 (thickness 1.6 mm, tensile strength TS1310 MPa) were overlapped (superposition process), then sandwiched between welding electrodes from both sides, and the welding electrodes were energized to perform spot welding (spot welding). Welding process).
The welding machine and the welding electrode used are the same as in Example A.
The current value from the electrode was controlled so that the nugget diameter (target value) was “3√h” (h is 1.6 mm).
Moreover, it implemented about the case where the applied pressure between electrodes is 400 kgf (comparative example), and 600 kgf (example).
The squeeze time was 0.6 s, the energization time was 0.36 s, and the holding time was changed between 0.16 s and 1.98 s.
About each, spot welding was implemented 3 times (3 places).

各3回実施したスポット溶接部について、それぞれナゲット径の実測値、ひけ巣の観察(ひけ巣総幅の測定)の結果、3箇所のスポット溶接部においてひけ巣総幅が100μmを超える確率(大径ひけ巣存在確率)、を下記表3及び表4に示す。   For the spot welds that were carried out three times each, the actual value of the nugget diameter and the observation of the shrinkage nests (measurement of the total width of the shrinkage nests) resulted in a probability that the total width of the nests exceeds 100 μm at the three spot welds (large Table 3 and Table 4 below show the probability of existence of radial shrinkage nests.

電極間の加圧力が400kgfであり保持時間を0.16s〜1.98sの間で変更した各「比較例」では、ひけ巣総幅は平均240μm程度であったのに対し、加圧力が600kgfであり保持時間を0.16s〜1.98sの間で変更した各「実施例」では、ひけ巣総幅は平均15μm程度であった。つまり、加圧力600kgfである各「実施例」では、加圧力400kgfである各「比較例」に比べて、ひけ巣が縮小する傾向が認められる。   In each “Comparative Example” in which the applied pressure between the electrodes was 400 kgf and the holding time was changed between 0.16 s and 1.98 s, the total width of the shrinkage nest was about 240 μm on the average, whereas the applied pressure was 600 kgf In each “Example” in which the holding time was changed between 0.16 s and 1.98 s, the total width of the sink nest was about 15 μm on average. That is, in each “Example” with a pressurizing force of 600 kgf, there is a tendency that the shrinkage nest shrinks compared to each “Comparative Example” with a pressurizing force of 400 kgf.

<実施例C:くぼみの影響>
次いで、くぼみの大きさがひけ巣の発生及び大きさに与える影響を、下記実施例にて示す。
下記の通り、鋼板4について加圧力を400kgf、600kgfと変更した際のくぼみの大きさ、及びひけ巣を観察した。
<Example C: Effect of depression>
Next, the effect of the size of the indentation on the occurrence and size of the sink nest is shown in the following examples.
As described below, the size of the dent and the shrinkage nest when the pressing force of the steel plate 4 was changed to 400 kgf and 600 kgf were observed.

−スポット溶接−
まず、前記鋼種4の鋼板(板厚1.6mm、引張強度TS1310MPa)を2枚重ね合わせ(重合せ工程)、次いで両側から溶接電極で挟みこの溶接電極に通電してスポット溶接を行った(スポット溶接工程)。
なお、用いた溶接機及び溶接電極は、前記実施例Aと同じである。
ナゲット径(狙い値)を「3√h」、「4√h」、「5√h」(hは1.6mm)となるよう変更し、また電極間の加圧力を400kgf、及び600kgfに変更して実施した。
スクイズ時間0.6s、通電時間0.36s、保持時間は0.4sとした。
それぞれについて、スポット溶接を3回(3箇所)実施した。
-Spot welding-
First, two steel sheets of steel type 4 (thickness 1.6 mm, tensile strength TS1310 MPa) were overlapped (superposition process), then sandwiched between welding electrodes from both sides, and the welding electrodes were energized to perform spot welding (spot welding). Welding process).
The welding machine and the welding electrode used are the same as in Example A.
The nugget diameter (target value) was changed to “3√h”, “4√h”, “5√h” (h is 1.6 mm), and the applied pressure between the electrodes was changed to 400 kgf and 600 kgf. And carried out.
The squeeze time was 0.6 s, the energization time was 0.36 s, and the holding time was 0.4 s.
About each, spot welding was implemented 3 times (3 places).

各3回実施したスポット溶接部について、それぞれナゲット径の実測値、くぼみの深さ、ひけ巣の観察(ひけ巣総幅の測定)の結果、3箇所のスポット溶接部においてひけ巣総幅が100μmを超える確率(大径ひけ巣存在確率)、を下記表5に示す。
なお、くぼみの深さは、ひけ巣観察の際の断面写真から測定した。
As for the spot welded portions that were carried out three times, as a result of observing the measured value of the nugget diameter, the depth of the indentation, and the shrinkage nest (measurement of the total width of the shrinkage nest), the total width of the sunken nest at the three spot welds was 100 μm. Table 5 below shows the probability (existence probability of large diameter nest of nest) exceeding.
The depth of the depression was measured from a cross-sectional photograph at the time of observing the sinkhole.

ナゲット径が大きくなる程、つまりナゲット径(狙い値)が3√h、4√h、5√hと大きくなる程、くぼみが深くなる傾向が認められる。また、電極間の加圧力が大きくなる程、つまり加圧力が400kgf、600kgfと大きくなる程、くぼみが深くなる傾向が認められる。
そして、くぼみが深くなる程、ひけ巣が縮小する傾向が認められる。
As the nugget diameter increases, that is, as the nugget diameter (target value) increases to 3√h, 4√h, and 5√h, the tendency of the dent to become deeper is recognized. Further, it is recognized that as the pressurizing force between the electrodes is increased, that is, as the pressurizing force is increased to 400 kgf and 600 kgf, the depression becomes deeper.
And the tendency for shrinkage | contraction to shrink | contract is recognized, so that a hollow becomes deep.

本発明を活用すれば、複数枚の鋼板を重ね合わせてスポット溶接により接合された、高い強度を有する鋼板溶接部材、及び、複数枚の鋼板を重ね合わせてスポット溶接する際、ひけ巣発生の抑制及び発生したひけ巣の大きさの低減を実現したスポット溶接方法を提供できる。そのため、本発明は、スポット溶接で鋼製品を製造する産業において利用可能性が高いものである。   By utilizing the present invention, a high-strength steel plate welded member joined by spot welding with a plurality of steel plates overlapped, and suppression of the occurrence of shrinkage when spot welding with a plurality of steel plates overlapped And the spot welding method which implement | achieved reduction of the magnitude | size of the generated shrinkage nest can be provided. For this reason, the present invention has high applicability in industries that manufacture steel products by spot welding.

1A、1B 高強度鋼板
2A、2B 溶接電極
3 ナゲット
4 スポット溶接部(熱影響部)
5、5A、5B ひけ巣
6A、6B くぼみ
1A, 1B High-strength steel plate 2A, 2B Welding electrode 3 Nugget 4 Spot weld (heat affected zone)
5, 5A, 5B Shrink webs 6A, 6B

Claims (3)

引張強度TSが800MPa以上の高強度鋼板を少なくとも1枚含む複数枚の鋼板が重ね合わされ、複数の箇所でスポット溶接された鋼板溶接部材であって、
ナゲット径Dnが下記式(A)を満たすナゲット部を有する大径スポット溶接部を2つ以上有し、
2つ以上の前記大径スポット溶接部は、幅が100μmを超えるひけ巣をナゲット部内に有するとの条件、及び複数のひけ巣をナゲット部内に有しかつ該複数のひけ巣の幅の総和が100μmを超えるとの条件の少なくとも一方を満たす確率が70%以下である鋼板溶接部材。
式(A):Dn≧2.5√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
A steel plate welding member in which a plurality of steel plates including at least one high strength steel plate having a tensile strength TS of 800 MPa or more are overlapped and spot-welded at a plurality of locations,
The nugget diameter Dn has two or more large-diameter spot welds having a nugget part satisfying the following formula (A),
The two or more large-diameter spot welds have the condition that the nugget portion has a shrinkage nest having a width of more than 100 μm, and the sum of the widths of the plurality of shrinkage nests has a plurality of shrinkage nests in the nugget portion. A steel plate welded member having a probability of satisfying at least one of the conditions of exceeding 100 μm being 70% or less.
Formula (A): Dn ≧ 2.5√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)
前記大径スポット溶接部の少なくとも1つが、板厚方向の片側表面又は両側表面にくぼみを有し、片側表面にのみ前記くぼみを有する場合には該くぼみの深さが、両側表面に前記くぼみを有する場合には両方の該くぼみの深さの総和が、重ね合わされた前記複数枚の鋼板の総厚の5%以上である請求項1に記載の鋼板溶接部材。   When at least one of the large-diameter spot welds has a recess on one surface or both surfaces in the plate thickness direction, and the recess is only on one surface, the depth of the recess is such that the recess on both surfaces. 2. The steel plate welded member according to claim 1, wherein the sum of the depths of both of the recesses is 5% or more of the total thickness of the superposed steel plates. 引張強度TSが800MPa以上の高強度鋼板を少なくとも1枚含む複数枚の鋼板を重ね合わせる重合せ工程と、
前記複数枚の鋼板の重ね合わせた部分を両側から溶接電極で挟み、前記溶接電極による加圧力Fe及びナゲット径Dnが下記条件(B1)又は条件(B2)を満たすよう、前記溶接電極に通電してスポット溶接を行うスポット溶接工程と、
を有するスポット溶接方法。
条件(B1):Fe≧500kgf、及びDn≧2.5√h
条件(B2):Fe≧100kgf、及びDn≧4√h
(ここで、hは重ね合わされた前記複数枚の鋼板の総厚の1/2を表す。)
A superposition step of superposing a plurality of steel plates including at least one high strength steel plate having a tensile strength TS of 800 MPa or more;
The overlapped portions of the plurality of steel plates are sandwiched between welding electrodes from both sides, and the welding electrodes are energized so that the pressing force Fe and the nugget diameter Dn by the welding electrodes satisfy the following condition (B1) or condition (B2). Spot welding process for spot welding,
A spot welding method comprising:
Condition (B1): Fe ≧ 500 kgf and Dn ≧ 2.5√h
Condition (B2): Fe ≧ 100 kgf and Dn ≧ 4√h
(Here, h represents 1/2 of the total thickness of the plurality of stacked steel plates.)
JP2017037314A 2017-02-28 2017-02-28 Steel plate weld member, and spot welding method Pending JP2018140431A (en)

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US20140124485A1 (en) * 2012-11-02 2014-05-08 National Pingtung University Of Science And Technology Resistance spot welding method for a lap-joint of multi-metal sheets
JP2013151028A (en) * 2013-04-01 2013-08-08 Kobelco Kaken:Kk Detection method of poor weld and detection device thereof
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