JP2013010139A - Arc spot-welded joint excellent in joint strength and method for manufacturing the same - Google Patents

Arc spot-welded joint excellent in joint strength and method for manufacturing the same Download PDF

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JP2013010139A
JP2013010139A JP2012120167A JP2012120167A JP2013010139A JP 2013010139 A JP2013010139 A JP 2013010139A JP 2012120167 A JP2012120167 A JP 2012120167A JP 2012120167 A JP2012120167 A JP 2012120167A JP 2013010139 A JP2013010139 A JP 2013010139A
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steel plate
welding
tensile
thickness
arc spot
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JP5842734B2 (en
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Seiji Furusako
誠司 古迫
Shinji Kodama
真二 児玉
Yasunobu Miyazaki
康信 宮崎
Hatsuhiko Oikawa
初彦 及川
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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 an arc spot-welded joint which can secure both cross tensile strength and shear tensile strength, and excellent in joint strength; and to provide a method for manufacturing the same.SOLUTION: This arc spot-welded joint is manufactured as follows: two high-strength steel plates 1 with ≥0.07 mass% carbon content in the steel plate component are superposed and arc spot-welded to form a weld bead 3 of almost circular shape in planar view; the weld bead 3 is formed by melting until rear surface 1d side of a second steel plate 1B so as to project from respective surfaces of a first steel plate A and the second steel plate B; when the bead diameter at the surface 1a of the first steel plate 1A is W1 (mm), the bead diameter at the rear surface 1d of the second steel plate 1B is W2 (mm), and the plate thickness of the high-strength steel plates 1 (1A, 1B) is t (mm), the relationships among the bead diameters W1, W2 and the plate thickness t are defined in a proper range, respectively. Furthermore the relationship between base material hardness Hv (BM) and welding metal hardness Hv (WM) of the weld bead is defined in a proper range.

Description

本発明は、アークスポット溶接継手およびその製造方法に関するものであり、特に、高張力鋼板を2枚重ねとしてアークスポット溶接することで得られる、継手強度に優れたアークスポット溶接継手およびその製造方法に関するものである。   The present invention relates to an arc spot welded joint and a method for producing the same, and more particularly, to an arc spot welded joint having excellent joint strength obtained by arc spot welding with two high-strength steel sheets stacked and a method for producing the same. Is.

近年、自動車分野においては、低燃費化や炭酸ガス(CO)の排出量削減を目的とした車体の軽量化および衝突安全性向上のために、薄い板厚であっても高い引張強度が得られる高張力鋼板(High Tensile Strength Steel)を車体や部品に使用するニーズが高まっている。このような高張力鋼板を用いて自動車部材を設計することで、同じ強度を確保するにあたり、一般の鋼板を用いる場合に比べて薄肉化できるため、車体やフレーム等の各種構造部材を軽量化することが可能となる。また、高張力鋼板は比強度が一般的な鋼板よりも大きいため、アルミニウム合金板を用いた場合に比べても、より軽量化を図ることが可能であるとともに、低コストであるというメリットがある。一方、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用いられている(例えば、特許文献1〜3を参照)。 In recent years, in the automotive field, high tensile strength has been achieved even with a thin plate thickness in order to reduce vehicle weight and improve collision safety for the purpose of reducing fuel consumption and reducing carbon dioxide (CO 2 ) emissions. There is a growing need to use high tensile strength steel sheets for vehicle bodies and parts. By designing an automobile member using such a high-tensile steel plate, it is possible to reduce the thickness of various structural members such as a vehicle body and a frame because the same strength can be ensured compared to the case of using a general steel plate. It becomes possible. In addition, since the high strength steel sheet has a higher specific strength than a general steel sheet, it is possible to reduce the weight as compared with the case where an aluminum alloy sheet is used, and there is an advantage that the cost is low. . On the other hand, spot welding is mainly used in processes such as vehicle body assembly and component mounting (see, for example, Patent Documents 1 to 3).

しかしながら、高張力鋼板をスポット溶接した場合には、以下のような問題が生じる。
スポット溶接部の品質指標としては、引張強さ(静的強度)と疲労強度等が挙げられる。このような溶接継手の引張強さには、せん断方向に引張荷重を負荷して測定する引張せん断強さ(TSS)と、剥離方向に引張荷重を負荷して測定する十字引張強さ(CTS)がある。ここで、従来、鋼板強度が980MPaクラス以上である高張力鋼板をスポット溶接した場合、母材の焼き入れ性向上に伴ってスポット溶接部(溶接金属)の靱性や延性の低下が生じ、また高張力鋼板は加工硬化係数が小さい故に応力集中しやすいことが知られている。また、スポット溶接法は、重ね合わされた鋼板を両面側から電極で挟み込む方法のため、溶接金属を挟んで鋼板が、周囲に比べて、薄くなる。このように、周囲に比べて部分的に薄い形状が顕著になると、荷重負荷に対して応力レベルが上昇してしまう。これらが重畳するため、高張力鋼板をスポット溶接によって接合した場合には、溶接部の十字引張強さが低下するという問題がある。
However, the following problems occur when spot-welding a high-tensile steel plate.
Examples of quality indicators for spot welds include tensile strength (static strength) and fatigue strength. The tensile strength of such a welded joint includes tensile shear strength (TSS) measured by applying a tensile load in the shear direction and cross tensile strength (CTS) measured by applying a tensile load in the peeling direction. There is. Here, conventionally, when high-strength steel sheets having a steel sheet strength of 980 MPa class or higher are spot-welded, the toughness and ductility of the spot welded portion (welded metal) are reduced due to the improvement of the hardenability of the base material. It is known that tensile steel sheets tend to concentrate stress because of their low work hardening coefficient. Moreover, since the spot welding method is a method of sandwiching stacked steel plates with electrodes from both sides, the steel plates are thinner than the surroundings with the weld metal interposed therebetween. As described above, when the shape that is partially thin as compared with the surroundings becomes remarkable, the stress level rises with respect to the load. Since these overlap, when a high-tensile steel plate is joined by spot welding, there exists a problem that the cross tensile strength of a welding part falls.

図5のグラフに、高張力鋼板の引張強さ(母材)と、スポット溶接継手の十字引張強さおよびせん断引張強さとの関係を示す。図5中に示すように、スポット溶接継手のせん断引張強さは、鋼板の引張強さの上昇に伴って向上する。これに対し、スポット溶接継手の十字引張強さは、鋼板の引張強さが590MPa前後で飽和し、鋼板の引張強さがそれ以上となるに連れて、逆に、低下する特性となっていることがわかる。   The graph of FIG. 5 shows the relationship between the tensile strength (base material) of a high-strength steel plate and the cross tensile strength and shear tensile strength of a spot welded joint. As shown in FIG. 5, the shear tensile strength of the spot welded joint is improved as the tensile strength of the steel plate is increased. On the other hand, the cross tensile strength of the spot welded joint has a characteristic that the tensile strength of the steel plate is saturated at around 590 MPa, and conversely decreases as the tensile strength of the steel plate becomes higher. I understand that.

ここで、例えば、スポット溶接機の電極に大型先端径のものを用いて電流を高めることによって、より大きなナゲット径のスポット溶接部を形成することで、継手強度を高めることも考えられる。しかしながら、一般に、高張力鋼板が用いられる自動車部材等の工程においては、部材の形状やサイズ、板厚、装置の電源容量による制限から、大型先端径の電極と高電流を採用することは実用的でないという問題があった。   Here, for example, it is conceivable to increase the joint strength by forming a spot welded portion having a larger nugget diameter by increasing the current using an electrode of a spot welder having a large tip diameter. However, in general, it is practical to adopt large tip diameter electrodes and high current due to limitations due to the shape and size of the members, the plate thickness, and the power supply capacity of the device in the process of automobile members and the like where high-tensile steel plates are used. There was a problem of not.

また、一般的な引張強度を有する鋼板をスポット溶接するにあたり、アーク溶接によって溶接ビードを形成することで重ね合わせた鋼板同士を接合するアークスポット溶接法を用いる方法が提案されている(例えば、特許文献4、5を参照)。特許文献4、5に記載されたアークスポット溶接法は、工程時間が若干長くなるものの、鋼板の両面側から電極を圧接させるスポット溶接法に対し、鋼板の片面側から溶接することができることから、大型の部材や複雑な形状を有する部材等の溶接に対応できるというメリットを有する。   Further, in spot welding of steel sheets having general tensile strength, a method using an arc spot welding method in which the stacked steel sheets are joined by forming a weld bead by arc welding has been proposed (for example, patents). References 4 and 5). Although the arc spot welding method described in Patent Documents 4 and 5 is slightly longer in process time, it can be welded from one side of the steel plate to the spot welding method in which the electrodes are pressed from both sides of the steel plate, It has the merit that it can respond to welding of a large-sized member or a member having a complicated shape.

しかしながら、特許文献4に記載の方法は、一般的な引張強度特性を有する外観の美麗な亜鉛めっき鋼板をアークスポット溶接する際に、溶接熱で気化した亜鉛ガスが溶接金属中に残存したブローホール等の溶接欠陥を抑制するものである。このため、特許文献4に記載の方法を適用して高張力鋼板をアークスポット溶接した場合でも、上述したような、溶接部の靱性低下に伴う十字引張強さの低下を防止することは困難である。   However, the method described in Patent Document 4 is a blowhole in which zinc gas vaporized by welding heat remains in the weld metal when arc-spot welding is performed on a galvanized steel sheet having a general tensile strength and a beautiful appearance. It suppresses welding defects such as. For this reason, even when the method described in Patent Document 4 is applied and arc spot welding is performed on a high-tensile steel sheet, it is difficult to prevent a decrease in cross tensile strength due to a decrease in toughness of the weld as described above. is there.

また、特許文献5に記載の方法は、亜鉛めっき等の表面処理が施された鋼板をアークスポット溶接するにあたり、それぞれ溶接条件の異なる表面処理材料除去工程と本溶接工程と備えることで、めっき材料等の蒸気を排出した後、本溶接を行うものである。特許文献5によれば、上記工程を採用することで、めっき処理が施された鋼板をアークスポット溶接する際の溶接性低下を抑制し、安定的に溶接できるとされている。しかしながら、特許文献5に記載の方法を適用して高張力鋼板をアークスポット溶接した場合でも、特許文献4と同様、溶接部の靱性低下に伴う十字引張強さの低下を防止することは困難であった。   In addition, the method described in Patent Document 5 is provided with a surface treatment material removing step and a main welding step having different welding conditions when performing arc spot welding on a steel plate that has been subjected to a surface treatment such as galvanization. After discharging the steam, etc., the main welding is performed. According to Patent Document 5, by adopting the above-described process, it is said that a weldability deterioration at the time of arc spot welding of a steel plate that has been subjected to plating treatment is suppressed, and stable welding can be performed. However, even when arc spot welding is performed on a high-tensile steel sheet by applying the method described in Patent Document 5, it is difficult to prevent a decrease in cross tensile strength due to a decrease in toughness of the welded portion, as in Patent Document 4. there were.

特開平11−279682号公報JP 11-279682 A 特公平6−45827号公報Japanese Patent Publication No. 6-45827 特開2002−103048号公報JP 2002-103048 A 特開2001−121262号公報JP 2001-121262 A 特開平7−266055号公報JP-A-7-266055

上述のように、引張強さが980MPa以上の高張力鋼板を従来のスポット溶接法で溶接した場合には、高い継手強度が得られ難く、また、適用可能な部材の形状やサイズが制限されるという問題があった。また、引張強さが980MPa以上の高張力鋼板の重ね合わせ溶接に従来のアークスポット溶接法を適用した場合にも、上記同様、高い継手強度が得られ難いという問題があった。   As described above, when a high strength steel sheet having a tensile strength of 980 MPa or more is welded by a conventional spot welding method, it is difficult to obtain high joint strength, and the shape and size of applicable members are limited. There was a problem. Further, when the conventional arc spot welding method is applied to the lap welding of high-tensile steel sheets having a tensile strength of 980 MPa or more, there is a problem that it is difficult to obtain high joint strength as described above.

本発明は上記問題に鑑みてなされたものであり、高張力鋼板を重ね合わせてアークスポット溶接することで得られるアークスポット溶接継手において、高い十字引張強さおよびせん断引張強さの両方を確保することができるとともに、各種形状やサイズの部材に適用可能で、継手強度に優れたアークスポット溶接継手およびその製造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 problems, and in an arc spot welded joint obtained by arc spot welding by superposing high-tensile steel plates, both high cross tensile strength and shear tensile strength are ensured. It is possible to provide an arc spot welded joint that can be applied to members of various shapes and sizes, and has excellent joint strength, and a method for manufacturing the same.

本発明者等が上記問題を解決するために鋭意研究したところ、高張力鋼板が重ね合わせられてアークスポット溶接された継手において、まず、重ね合わせられた高張力鋼板の裏面側まで溶融させることで、周囲よりも厚くなるようにするとともに、高張力鋼板の板厚と2枚の各鋼板の表面における溶接ビードのビード径との関係を適正範囲に制御することで、継手全体の強度が向上できることを知見した。さらに、高張力鋼板の母材硬度と溶接金属硬度との関係を適正範囲に制御することすることにより、溶接金属の強度が確保でき、高い十字引張強さが得られ、継手強度に優れたアークスポット溶接継手が得られることを見出し、本発明を完成させた。
即ち、本発明の要旨は以下のとおりである。
As a result of extensive research conducted by the present inventors to solve the above-mentioned problems, in a joint in which high-strength steel plates are overlapped and arc spot welded, first, by melting to the back side of the superimposed high-strength steel plates. The overall strength of the joint can be improved by controlling the relationship between the thickness of the high-tensile steel plate and the bead diameter of the weld bead on the surface of each of the two steel plates to an appropriate range while making it thicker than the surroundings. I found out. Furthermore, by controlling the relationship between the base metal hardness of the high-tensile steel sheet and the weld metal hardness within an appropriate range, the strength of the weld metal can be secured, high cross tensile strength can be obtained, and the arc has excellent joint strength. The present inventors have found that a spot welded joint can be obtained and completed the present invention.
That is, the gist of the present invention is as follows.

[1] 鋼板成分中の炭素量が0.07質量%以上とされた高張力鋼板が2枚重ね合わせられ、アークスポット溶接によって平面視略円形状の溶接ビードが形成されてなるアークスポット溶接継手であって、前記高張力鋼板の内、アークが照射される側を第1鋼板、他方を第2鋼板とし、該第2鋼板の裏面側まで溶融して形成され、且つ、前記第1鋼板および前記第2鋼板の各表面から突出するように形成された溶接ビードの、前記第1鋼板の表面におけるビード径をW1(mm)、前記第2鋼板の裏面におけるビード径をW2(mm)、前記高張力鋼板の板厚をt(mm)とした際、ビード径W1、W2および板厚tの各々の関係が、下記(1)〜(3)を満たし、さらに、前記高張力鋼板の母材硬度Hv(BM)と前記溶接ビード(溶接金属)の硬度Hv(WM)との関係が、下記(4)式を満たすことを特徴とする、継手強度に優れたアークスポット溶接継手。
2t(mm)≦W2(mm) ・・・・・(1)
W2(mm)<W1(mm)≦12t(mm){但し、W2>5tの場合} ・・・・・(2)
5t(mm)≦W1(mm)≦12t(mm){但し、2t≦W2≦5tの場合} ・・・・・(3)
0.7≦Hv(WM)/Hv(BM)≦1.2 ・・・・・(4)
{但し、上記(1)〜(4)式において、W1:第1鋼板の表面におけるビード径(mm)、W2:第2鋼板の表面におけるビード径(mm)、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚、Hv(BM):高張力鋼板の母材硬度(ビッカース硬さ)、Hv(WM):溶接ビード(溶接金属)の硬度(ビッカース硬さ)を示す。}
[2] 前記高張力鋼板の板厚tが、0.5〜3.0mmの範囲であることを特徴とする、上記[1]に記載の継手強度に優れたアークスポット溶接継手。
[1] An arc spot welded joint in which two high-strength steel plates having a carbon content of 0.07% by mass or more in a steel plate component are superposed and a weld bead having a substantially circular shape in plan view is formed by arc spot welding. In the high-tensile steel plate, the side irradiated with the arc is the first steel plate, the other is the second steel plate, and is melted to the back side of the second steel plate, and the first steel plate and The weld bead formed so as to protrude from each surface of the second steel plate has a bead diameter on the surface of the first steel plate of W1 (mm), a bead diameter on the back surface of the second steel plate of W2 (mm), When the thickness of the high-tensile steel plate is t (mm), the relationship between the bead diameters W1 and W2 and the plate thickness t satisfies the following (1) to (3), and the base material of the high-tensile steel plate Hardness Hv (BM) and the weld bead (weld metal) An arc spot welded joint excellent in joint strength, characterized in that the relationship between the genus) and the hardness Hv (WM) satisfies the following formula (4).
2t (mm) ≤ W2 (mm) (1)
W2 (mm) <W1 (mm) ≦ 12 t (mm) {provided that W2> 5 t} (2)
5t (mm) ≦ W1 (mm) ≦ 12t (mm) {provided that 2t ≦ W2 ≦ 5t} (3)
0.7 ≦ Hv (WM) / Hv (BM) ≦ 1.2 (4)
{However, in the above formulas (1) to (4), W1: bead diameter (mm) on the surface of the first steel plate, W2: bead diameter (mm) on the surface of the second steel plate, t: plate thickness of the high-tensile steel plate (Mm): When the plate thickness of the first steel plate is different from that of the second steel plate, the plate thickness on the thinner side, Hv (BM): base material hardness (Vickers hardness) of high-tensile steel plate, Hv (WM): welding Indicates the hardness (Vickers hardness) of the bead (welded metal). }
[2] The arc spot welded joint having excellent joint strength according to the above [1], wherein a thickness t of the high-tensile steel plate is in a range of 0.5 to 3.0 mm.

[3] 上記[1]または[2]に記載のアークスポット溶接継手を製造する方法であって、鋼板成分中の炭素量が0.07質量%以上である高張力鋼板を2枚重ね合わせ、アークスポット溶接によって平面視略円形状の溶接ビードを形成する際、前記高張力鋼板の内、アークが照射される側を第1鋼板、他方を第2鋼板とし、これら高張力鋼板の板厚をt(mm)、溶接前に前記第1鋼板に予め形成する貫通孔の直径をd(mm)とした際、前記板厚tと前記貫通孔の直径dとの関係を下記(5)式の範囲とし、さらに、溶接時のシールドガスとして、Arガス、あるいは、Ar体積濃度が70%以上100%未満のArとCOの混合ガスを用いるとともに、溶接時のワイヤ狙い位置を、前記貫通孔の中心とするか、あるいは、前記貫通孔の中心から孔端の間で揺動させることを特徴とする、継手強度に優れるアークスポット溶接継手の製造方法。
d(mm)/t(mm)=3〜12 ・・・・・(5)
{但し、上記(5)式中において、d:第1鋼板に形成する貫通孔の直径(mm)、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
[4] 前記高張力鋼板として、前記第1鋼板および前記第2鋼板の内の少なくとも何れか一方または両方に、表面に溶融または合金化の亜鉛めっき処理、あるいは、アルミニウムめっき処理を施した鋼板を用い、溶接時に重ね合わせる前記第1鋼板と前記第2鋼板との隙間Cを、下記(6)式で表される関係を満たす範囲とすることを特徴とする、上記[3]に記載の継手強度に優れるアークスポット溶接継手の製造方法。
0.1(mm)≦C(mm)≦0.5t(mm) ・・・・・(6)
{但し、上記(6)式において、C:第1鋼板と第2鋼板との隙間、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
[5] 上記[1]または[2]に記載のアークスポット溶接継手を製造する方法であって、前記高張力鋼板として、前記第1鋼板および前記第2鋼板の内の少なくとも何れか一方または両方に、表面に溶融または合金化の亜鉛めっき処理を施した鋼板を用い、鋼板成分中の炭素量が0.07質量%以上である高張力鋼板を2枚重ね合わせ、アークスポット溶接によって平面視略円形状の溶接ビードを形成する際、前記高張力鋼板の内、アークが照射される側を第1鋼板、他方を第2鋼板とし、これら高張力鋼板の板厚をt(mm)、溶接前に前記第1鋼板に予め形成する貫通孔の直径をd(mm)とした際、前記板厚tと前記貫通孔の直径dとの関係を下記(5)式の範囲とし、さらに、溶接時のシールドガスとして、Oの体積濃度が2〜20%、O+COの体積濃度が35%以下の範囲である、Ar、CO、およびOの混合ガスを用いるとともに、溶接時のワイヤ狙い位置を、前記貫通孔の中心とするか、あるいは、前記貫通孔の中心から孔端の間で揺動させることを特徴とする、継手強度に優れるアークスポット溶接継手の製造方法。
d(mm)/t(mm)=3〜12 ・・・・・(5)
{但し、上記(5)式中において、d:第1鋼板に形成する貫通孔の直径(mm)、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
[6] さらに、溶接時に重ね合わせる前記第1鋼板と前記第2鋼板との隙間Cを、下記(6)式で表される関係を満たす範囲とすることを特徴とする、上記[5]に記載の継手強度に優れるアークスポット溶接継手の製造方法。
0.1(mm)≦C(mm)≦0.5t(mm) ・・・・・(6)
{但し、上記(6)式において、C:第1鋼板と第2鋼板との隙間、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
[3] A method for producing an arc spot welded joint according to [1] or [2] above, wherein two high-tensile steel plates having a carbon content of 0.07% by mass or more in a steel plate component are overlapped, When forming a weld bead having a substantially circular shape in plan view by arc spot welding, the side irradiated with the arc is the first steel plate and the other is the second steel plate, and the thickness of these high strength steel plates is t (mm), when the diameter of the through hole formed in the first steel plate before welding is d (mm), the relationship between the plate thickness t and the diameter d of the through hole is expressed by the following equation (5). Further, Ar gas or a mixed gas of Ar and CO 2 having an Ar volume concentration of 70% or more and less than 100% is used as a shielding gas at the time of welding, and the wire target position at the time of welding is set to the through hole. Or the penetration Central and wherein the swinging between the hole edge from the arc spot welded joint manufacturing method which is excellent in joint strength.
d (mm) / t (mm) = 3-12 (5)
{However, in the above formula (5), d: diameter of the through hole formed in the first steel plate (mm), t: plate thickness of the high-tensile steel plate (mm); thickness of the first steel plate and the second steel plate If they are different, the plate thickness on either side is shown. }
[4] As the high-tensile steel plate, a steel plate in which at least one or both of the first steel plate and the second steel plate is subjected to molten or alloyed zinc plating treatment or aluminum plating treatment on the surface thereof. The joint according to the above [3], wherein the gap C between the first steel plate and the second steel plate used during welding is in a range satisfying the relationship represented by the following expression (6). A method of manufacturing an arc spot welded joint with excellent strength.
0.1 (mm) ≦ C (mm) ≦ 0.5 t (mm) (6)
{However, in the above formula (6), C: the gap between the first steel plate and the second steel plate, t: the plate thickness (mm) of the high-tensile steel plate; The thickness of the thin side is shown. }
[5] A method for manufacturing an arc spot welded joint according to [1] or [2] above, wherein the high-tensile steel plate is at least one or both of the first steel plate and the second steel plate. In addition, using a steel plate with a surface that has been subjected to galvanization treatment such as melting or alloying, two high-strength steel plates having a carbon content of 0.07% by mass or more are superposed, and the plan view is omitted by arc spot welding. When forming a circular weld bead, the side irradiated with the arc is the first steel plate and the other is the second steel plate, and the thickness of these high strength steel plates is t (mm), before welding. When the diameter of the through hole formed in advance in the first steel plate is d (mm), the relationship between the plate thickness t and the diameter d of the through hole is in the range of the following formula (5), and further during welding as shielding gas, the volume concentration of O 2 is 2 20% volume concentration of O 2 + CO 2 is in a range of 35% or less, or Ar, CO 2, and with a mixed gas of O 2, the wire aiming position during welding, the center of the through hole Alternatively, the method of manufacturing an arc spot welded joint having excellent joint strength, wherein the rocking is performed between the center of the through hole and the hole end.
d (mm) / t (mm) = 3-12 (5)
{However, in the above formula (5), d: diameter of the through hole formed in the first steel plate (mm), t: plate thickness of the high-tensile steel plate (mm); thickness of the first steel plate and the second steel plate If they are different, the plate thickness on either side is shown. }
[6] Further, in the above [5], the gap C between the first steel plate and the second steel plate to be overlapped at the time of welding is in a range satisfying a relationship represented by the following expression (6): The manufacturing method of the arc spot welded joint excellent in the described joint strength.
0.1 (mm) ≦ C (mm) ≦ 0.5 t (mm) (6)
{However, in the above formula (6), C: the gap between the first steel plate and the second steel plate, t: the plate thickness (mm) of the high-tensile steel plate; The thickness of the thin side is shown. }

なお、本発明において説明する溶接ビードとは、1回の溶接で形成される溶接金属のことを言う。   In addition, the weld bead demonstrated in this invention means the weld metal formed by one welding.

本発明の継手強度に優れたアークスポット溶接継手によれば、上述の如く、重ね合わせられた高張力鋼板の裏面側まで溶融させ、且つ、第1鋼板および第2鋼板の各表面から突出するように形成された溶接ビードに関し、高張力鋼板の板厚tと2枚の各鋼板の表面における溶接ビードのビード径W1、W2との関係を適正範囲とし、さらに、母材硬度Hv(BM)と溶接ビード(溶接金属)の硬度Hv(WM)との関係を適正範囲に制御した構成を採用している。これにより、溶接部の靱性や延性が低下することなく、高い十字引張強さおよびせん断引張強さの両方が得られ、継手強度に優れたアークスポット溶接継手が実現できる。   According to the arc spot welded joint having excellent joint strength according to the present invention, as described above, it is melted to the back side of the superposed high-strength steel plates and protrudes from the respective surfaces of the first steel plate and the second steel plate. With respect to the weld bead formed in the above, the relationship between the thickness t of the high-tensile steel plate and the bead diameters W1 and W2 of the weld bead on the surface of each of the two steel plates is within an appropriate range, and the base material hardness Hv (BM) A configuration is adopted in which the relationship with the hardness Hv (WM) of the weld bead (welded metal) is controlled within an appropriate range. Thereby, both high cross tensile strength and shear tensile strength can be obtained without lowering the toughness and ductility of the welded portion, and an arc spot welded joint with excellent joint strength can be realized.

本発明の継手強度に優れたアークスポット溶接継手の製造方法によれば、高張力鋼板を2枚重ね合わせてアークスポット溶接するにあたり、高張力鋼板の板厚tと溶接前に一方の鋼板に予め形成する貫通孔の直径dとの関係、ならびに、溶接時のシールドガスの組成を適正範囲に制御するとともに、溶接時のワイヤ狙い位置を、貫通孔の中心とするか、あるいは、貫通孔の中心から孔端の間で揺動させる方法を採用している。これにより、溶接部の靱性や延性を低下させることなく、高い十字引張強さおよびせん断引張強さの両方を確保でき、継手強度に優れたアークスポット溶接継手を製造することが可能となる。   According to the method for manufacturing an arc spot welded joint having excellent joint strength according to the present invention, when two high strength steel plates are overlapped and arc spot welded, the thickness t of the high strength steel plate and one steel plate before welding are preliminarily set. The relationship with the diameter d of the through hole to be formed and the composition of the shielding gas during welding are controlled within an appropriate range, and the wire target position during welding is set as the center of the through hole, or the center of the through hole The method of swinging between the hole ends is adopted. As a result, it is possible to ensure both high cross tensile strength and shear tensile strength without reducing the toughness and ductility of the welded portion, and it is possible to manufacture an arc spot welded joint with excellent joint strength.

従って、例えば、自動車用部品の製造や車体の組立等の工程において本発明を適用することにより、車体全体の軽量化による低燃費化や炭酸ガス(CO)の排出量削減、並びに衝突安全性の向上等のメリットを十分に享受することができ、その社会的貢献は計り知れない。 Therefore, for example, by applying the present invention in the process of manufacturing automobile parts, assembling the vehicle body, etc., it is possible to reduce fuel consumption by reducing the weight of the entire vehicle body, to reduce carbon dioxide (CO 2 ) emissions, and to improve collision safety. It is possible to fully enjoy the merits such as the improvement of the society and its social contribution is immeasurable.

本発明に係る継手強度に優れたアークスポット溶接継手およびその製造方法の一実施形態を模式的に説明する図であり、高張力鋼板が2枚重ね合わせで溶接されてなるアークスポット溶接継手を示す断面図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which illustrates typically one Embodiment of the arc spot welded joint excellent in the joint strength concerning this invention, and its manufacturing method, and shows the arc spot welded joint formed by welding two high-tensile steel plates It is sectional drawing. 本発明に係る継手強度に優れたアークスポット溶接継手およびその製造方法の一実施形態を模式的に説明する図であり、高張力鋼板を2枚重ね合わせてアークスポット溶接を行う際の手順を示す工程図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which illustrates typically one Embodiment of the arc spot welded joint excellent in the joint strength which concerns on this invention, and its manufacturing method, and shows the procedure at the time of performing arc spot welding by superimposing two high-tensile steel plates. It is process drawing. 本発明に係る継手強度に優れたアークスポット溶接継手およびその製造方法の一実施形態を模式的に説明する図であり、溶接継手の十字引張強さの試験方法を示す概略図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which illustrates typically one Embodiment of the arc spot welded joint excellent in the joint strength concerning this invention, and its manufacturing method, and is the schematic which shows the test method of the cross tensile strength of a welded joint. 本発明に係る継手強度に優れたアークスポット溶接継手およびその製造方法の一実施形態を模式的に説明する図であり、溶接継手のせん断引張強さの試験方法を示す概略図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which illustrates typically one Embodiment of the arc spot welded joint excellent in the joint intensity | strength which concerns on this invention, and its manufacturing method, and is the schematic which shows the test method of the shear tensile strength of a welded joint. 本発明に係る継手強度に優れたアークスポット溶接継手およびその製造方法の一実施形態を模式的に説明する図であり、高張力鋼板の引張強さと、スポット溶接継手の十字引張強さおよびせん断引張強さとの関係を示すグラフである。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a diagram schematically illustrating an embodiment of an arc spot welded joint with excellent joint strength according to the present invention and a method for producing the same, and a tensile strength of a high-tensile steel plate, a cross tensile strength and a shear tensile strength of a spot welded joint. It is a graph which shows the relationship with strength. 本発明に係る継手強度に優れたアークスポット溶接継手およびその製造方法の一実施形態を模式的に説明する図であり、高張力鋼板が2枚重ね合わせで溶接されてなるアークスポット溶接継手における溶接ビード(余盛)の断面積の定義を示す図である。BRIEF DESCRIPTION OF THE DRAWINGS It is a figure which illustrates typically one Embodiment of the arc spot welded joint excellent in the joint strength concerning this invention, and its manufacturing method, and the welding in the arc spot welded joint formed by welding two high-tensile steel plates It is a figure which shows the definition of the cross-sectional area of a bead (extension).

以下、本発明の継手強度に優れたアークスポット溶接継手およびその製造方法の一実施形態について、図1〜図6を参照しながら説明する。なお、本実施形態は、本発明の継手強度に優れたアークスポット溶接継手およびその製造方法の趣旨をより良く理解させるために詳細に説明するものであるから、特に指定の無い限り本発明を限定するものではない。   Hereinafter, an embodiment of an arc spot welded joint excellent in joint strength of the present invention and a manufacturing method thereof will be described with reference to FIGS. The present embodiment will be described in detail in order to make the purpose of the arc spot welded joint excellent in joint strength of the present invention and the manufacturing method thereof better understood. Therefore, the present invention is limited unless otherwise specified. Not what you want.

近年、特に自動車分野においては、低燃費化や炭酸ガス(CO)の排出量削減を目的とした車体の軽量化および衝突安全性向上のために、車体や部品等に、鋼板強度を維持しながら薄板化が可能な高張力鋼板を使用するニーズが高まっている。また、このような高張力鋼板が用いられてなる車体の組立や部品の取付け等を行う場合には、主としてスポット溶接法が用いられる。ここで、図5のグラフに示すように、従来の方法でスポット溶接した場合、溶接部のせん断引張強さ(TSS)は鋼板(母材)の高強度化(引張強さ)に伴って上昇するものの、十字引張強さ(CTS)は、溶接金属の靱性や延性の低下の他、この部位での応力集中や、継手形状が凹状になる等の要因により、鋼板の引張強さが590MPa級程度である場合を境に低下に転じる。このため、高張力鋼板をスポット溶接するにあたり、継手のせん断引張強さおよび十字引張強さの両方を確保でき、高い継手強度を実現できる方法に対するニーズが非常に高まっている。このようなニーズに対し、本発明では、上述したように、アーク溶接による溶融範囲や、高張力鋼板の板厚と溶接ビードのビード径との関係、母材硬度と溶接金属硬度との関係の各々を適正範囲に規定している。これにより、溶接部の靱性や延性が低下することなく、高い十字引張強さおよびせん断引張強さの両方が得られ、継手強度に優れたアークスポット溶接継手が実現できるというものである。 In recent years, especially in the automobile field, the strength of steel sheets has been maintained in the car body and parts, etc. in order to reduce the weight of the car body and improve collision safety for the purpose of reducing fuel consumption and reducing carbon dioxide (CO 2 ) emissions. However, there is a growing need to use high-strength steel sheets that can be made thinner. Further, when assembling a vehicle body or mounting parts using such a high-tensile steel plate, a spot welding method is mainly used. Here, as shown in the graph of FIG. 5, when spot welding is performed by the conventional method, the shear tensile strength (TSS) of the welded portion increases as the strength (tensile strength) of the steel plate (base material) increases. However, the cross tensile strength (CTS) is that the tensile strength of the steel sheet is 590 MPa class due to factors such as a decrease in the toughness and ductility of the weld metal, stress concentration at this part, and the joint shape becoming concave. When it is around, it starts to decline. For this reason, when spot-welding a high-tensile steel plate, there is a great need for a method that can ensure both the shear tensile strength and the cross tensile strength of the joint and realize a high joint strength. For such needs, in the present invention, as described above, the melting range by arc welding, the relationship between the plate thickness of the high-tensile steel plate and the bead diameter of the weld bead, the relationship between the base metal hardness and the weld metal hardness. Each is defined within the appropriate range. Thereby, both high cross tensile strength and shear tensile strength can be obtained without lowering the toughness and ductility of the welded portion, and an arc spot welded joint with excellent joint strength can be realized.

本実施形態のアークスポット溶接継手10は、図1(a)、(b)に例示するように、鋼板成分中の炭素量が0.07質量%以上とされた高張力鋼板1(第1鋼板1A、第2鋼板2B)が2枚重ね合わせられ、アークスポット溶接によって平面視略円形状の溶接ビード3が形成されてなる。そして、アークスポット溶接継手10は、高張力鋼板1(1A、1B)の内、アークが照射される側を第1鋼板1A、他方を第2鋼板1Bとし、この第2鋼板1Bの裏面1d側まで溶融して形成され、且つ、第1鋼板1Aおよび第2鋼板1Bの各表面から突出するように形成された溶接ビード3の、第1鋼板1Aの表面1aにおけるビード径をW1(mm)、第2鋼板1Bの裏面1dにおけるビード径をW2(mm)、高張力鋼板1(1A、1B)の板厚をt(mm)とした際、ビード径W1、W2および板厚tの各々の関係が、下記(1)〜(3)を満たす構成とされている。さらに、アークスポット溶接継手10は、高張力鋼板1(1A、1B)の母材硬度Hv(BM)と溶接ビード(溶接金属)の硬度Hv(WM)との関係が、下記(4)式を満たす構成とされている。
2t(mm)≦W2(mm) ・・・(1)
W2(mm)<W1(mm)≦12t(mm){但し、W2>5tの場合} ・・・(2)
5t(mm)≦W1(mm)≦12t(mm){但し、2t≦W2≦5tの場合} ・・・(3)
0.7≦Hv(WM)/Hv(BM)≦1.2 ・・・(4)
但し、上記(1)〜(4)式において、W1:第1鋼板1Aの表面1aにおけるビード径(mm)、W2:第2鋼板1Bの表面1dにおけるビード径(mm)、t:高張力鋼板1(1A、1B)の板厚(mm);第1鋼板1Aと第2鋼板1Bの板厚が異なる場合は何れか薄い側の板厚、Hv(BM):高張力鋼板1(1A、1B)の母材硬度(ビッカース硬さ)、Hv(WM):溶接ビード(溶接金属)の硬度(ビッカース硬さ)を示す。
As illustrated in FIGS. 1A and 1B, the arc spot welded joint 10 of the present embodiment is a high-tensile steel plate 1 (first steel plate) in which the carbon content in the steel plate component is 0.07% by mass or more. 1A and the 2nd steel plate 2B) are piled up, and the welding bead 3 of planar view substantially circular shape is formed by arc spot welding. The arc spot welded joint 10 includes a high-strength steel plate 1 (1A, 1B) on which the arc is irradiated as a first steel plate 1A and the other as a second steel plate 1B, and the back surface 1d side of the second steel plate 1B. W1 (mm) is the bead diameter of the surface 1a of the first steel plate 1A of the weld bead 3 that is formed by melting up to and protrudes from the surfaces of the first steel plate 1A and the second steel plate 1B. When the bead diameter on the back surface 1d of the second steel plate 1B is W2 (mm) and the plate thickness of the high-tensile steel plate 1 (1A, 1B) is t (mm), each of the bead diameters W1, W2 and the plate thickness t. However, it is set as the structure which satisfy | fills following (1)-(3). Furthermore, the arc spot welded joint 10 has a relationship between the base material hardness Hv (BM) of the high-tensile steel plate 1 (1A, 1B) and the hardness Hv (WM) of the weld bead (welded metal) according to the following formula (4). It is configured to satisfy.
2t (mm) ≦ W2 (mm) (1)
W2 (mm) <W1 (mm) ≦ 12t (mm) {provided that W2> 5t} (2)
5t (mm) ≦ W1 (mm) ≦ 12t (mm) {provided that 2t ≦ W2 ≦ 5t} (3)
0.7 ≦ Hv (WM) / Hv (BM) ≦ 1.2 (4)
However, in said Formula (1)-(4), W1: Bead diameter (mm) in the surface 1a of the 1st steel plate 1A, W2: Bead diameter (mm) in the surface 1d of the 2nd steel plate 1B, t: High-tensile steel plate 1 (1A, 1B) plate thickness (mm); if the plate thickness of the first steel plate 1A and the second steel plate 1B is different, the plate thickness on the thinner side, Hv (BM): high-tensile steel plate 1 (1A, 1B) ) Base material hardness (Vickers hardness), Hv (WM): Indicates the hardness (Vickers hardness) of the weld bead (welded metal).

「アークスポット溶接法」
図2(a)〜(c)は、本発明において高張力鋼板1を溶接するのに用いられるアークスポット溶接法を説明するための模式図である。
本発明で用いられるアークスポット溶接法とは、JIS Z 3001で規定されるアーク溶接法の一種であり、被溶接物である重ね合わせた鋼板の一方から、溶接ワイヤを供給しながら加熱することで、重ね合わせた鋼板を点状に融着させる溶接方法である。このようなアークスポット溶接法としては、例えば、被覆アークスポット溶接、TIG(Tungsten Inert Gas)スポット溶接、MIG(Metal Inert Gas)スポット溶接等が挙げられる。
"Arc spot welding method"
FIGS. 2A to 2C are schematic diagrams for explaining an arc spot welding method used for welding the high-tensile steel plate 1 in the present invention.
The arc spot welding method used in the present invention is a kind of arc welding method defined in JIS Z 3001, and is heated while supplying a welding wire from one of the superposed steel plates that are to be welded. This is a welding method in which superposed steel sheets are fused in a dot shape. Examples of such arc spot welding methods include covered arc spot welding, TIG (Tungsten Inert Gas) spot welding, MIG (Metal Inert Gas) spot welding, and the like.

本発明のアークスポット溶接では、例えば、図2(a)〜(c)に示す例のように、被溶接材である2枚の高張力鋼板1(第1鋼板1A、第2鋼板2B)を重ね合わせ、第1鋼板1Aに形成された貫通孔1を狙い位置としてアークスポット溶接を行う。この際、トーチ5を用い、貫通孔1に向けて溶接ワイヤ55を供給しながらアーク放電を行うことで、母材(高張力鋼板1)と溶接ワイヤ55を溶融させ、溶接金属を形成させることにより、溶接ビード3で接合されてなるアークスポット溶接継手10が得られる。   In the arc spot welding of the present invention, for example, as in the example shown in FIGS. 2A to 2C, two high-tensile steel plates 1 (first steel plate 1A and second steel plate 2B) that are materials to be welded are used. Superposition and arc spot welding is performed with the through hole 1 formed in the first steel plate 1A as a target position. At this time, arc discharge is performed while supplying the welding wire 55 toward the through hole 1 using the torch 5, thereby melting the base material (high-tensile steel plate 1) and the welding wire 55 to form a weld metal. Thereby, the arc spot welded joint 10 joined by the weld bead 3 is obtained.

「高張力鋼板」
本発明のアークスポット溶接継手10に用いられる、被溶接物である高張力鋼板1(第1鋼板1A、第2鋼板1B)は、特に、鋼板組成が炭素を0.07質量%以上含み、母材の引張強さが980級以上の高い強度を備えるものである。
"High tensile steel plate"
The high-strength steel plate 1 (first steel plate 1A, second steel plate 1B), which is an object to be welded, used for the arc spot welded joint 10 of the present invention has a steel plate composition containing 0.07% by mass or more of carbon in particular, The material has a high tensile strength of 980 grade or higher.

本発明で用いる高張力鋼板1の鋼種としては、特に限定されず、例えば、2相組織型(例えば、フェライトとマルテンサイトを含む組織、フェライトとベイナイトを含む組織)、加工誘起変態型(フェライトと残留オーステナイトを含む組織)、微細結晶型(フェライト主体組織)等、何れの型の鋼板であっても良い。何れの鋼種からなる高張力鋼板であっても、本発明を適用することで、高い十字引張強さおよびせん断引張強さの両方を備えるアークスポット溶接継手が得られる。   The steel type of the high-tensile steel sheet 1 used in the present invention is not particularly limited. For example, a two-phase structure type (for example, a structure including ferrite and martensite, a structure including ferrite and bainite), a work-induced transformation type (ferrite and Any type of steel sheet may be used, such as a structure containing residual austenite) or a fine crystal type (ferrite main structure). By applying the present invention to any high-tensile steel plate made of any steel type, an arc spot welded joint having both high cross tensile strength and shear tensile strength can be obtained.

本発明で用いられる高張力鋼板1の板厚tとしては、特に限定されるものではないが、0.5〜3.0mmの範囲であることが好ましい。高張力鋼板の板厚が0.5mm未満だと、継手強度が板厚に大きく支配されることから、本発明を適用して溶接ビードの溶接品質を向上させることによる継手強度の向上効果が得られ難くなる。また、本発明のアークスポット溶接継手10において、特に、自動車分野への適用を鑑みた場合、高張力鋼板の板厚が0.5mm未満では部材の強度や剛性が確保できないので、この範囲は除外した。一方、高張力鋼板の板厚が3.0mm超だと、自動車分野において更なる軽量化を実現するにあたり、高強度化と薄板化の両方を実現するための範疇から外れるので、この範囲を除外した。   The thickness t of the high-tensile steel plate 1 used in the present invention is not particularly limited, but is preferably in the range of 0.5 to 3.0 mm. If the thickness of the high-tensile steel plate is less than 0.5 mm, the joint strength is largely governed by the plate thickness. Therefore, the effect of improving the joint strength is obtained by applying the present invention to improve the weld quality of the weld bead. It becomes difficult to be. Further, in the arc spot welded joint 10 of the present invention, particularly when considering application to the automobile field, the strength and rigidity of the member cannot be secured if the plate thickness of the high-tensile steel plate is less than 0.5 mm, so this range is excluded. did. On the other hand, if the thickness of the high-tensile steel plate exceeds 3.0 mm, it will be out of the range for achieving both high strength and thinning in realizing further weight reduction in the automobile field. did.

なお、本発明の適用は、同種同厚の高張力鋼板1の組合せに限定されるものではなく、同種異厚、異種同厚、あるいは異種異厚の組合せとすることも可能である。また、本発明では、高張力鋼板1として、それぞれ板厚の異なる第1鋼板1Aと第2鋼板1Bを用いた場合には、何れもの鋼板の板厚も上記範囲内であることが好ましい。
また、鋼板の成分についても、上記した炭素以外の含有成分については特に限定されず、アークスポット溶接後の特性等を勘案しながら、適宜、設定すれば良い。
Note that the application of the present invention is not limited to the combination of the same type and thickness of the high-tensile steel plate 1, and can be the same type of different thickness, different type of different thickness, or a combination of different types of different thickness. Moreover, in this invention, when the 1st steel plate 1A and 2nd steel plate 1B from which plate | board thickness each differs are used as the high-tensile steel plate 1, it is preferable that the plate | board thickness of any steel plate is in the said range.
Further, the components of the steel sheet are not particularly limited with respect to the components other than the above-described carbon, and may be set as appropriate in consideration of characteristics after arc spot welding and the like.

また、本発明では、めっき等の表面処理を施していない高張力鋼板に加え、表面1a、1b、1c、1dの少なくともいずれかに、溶融または合金化の亜鉛めっき処理を施した高張力鋼板1を採用することも可能である。このような亜鉛めっき処理としては、例えば、Zn系、Zn−Fe系、Zn−Ni系、Zn−Al系、Zn−Mg系等、何れのめっき層であっても良い。また、例えば、Al-Si系等のアルミニウムめっき処理が表面に施された高張力鋼板を用いても良い。また、めっき層の表層に無機系、有機系の皮膜(例えば、潤滑皮膜等)が施されていても良い。また、これらのめっき層の目付量についても、特に限定されないが、両面の目付け量で100g/m以下とすることが好ましい。めっきの目付け量が片面あたりで100g/mを越えると、めっき層が溶接の際の障害となる場合がある。 Further, in the present invention, in addition to the high-tensile steel plate not subjected to surface treatment such as plating, at least one of the surfaces 1a, 1b, 1c, and 1d is subjected to molten or alloyed galvanizing treatment 1 It is also possible to adopt. Such galvanizing treatment may be any plating layer such as Zn-based, Zn-Fe-based, Zn-Ni-based, Zn-Al-based, Zn-Mg-based, and the like. Also, for example, a high-tensile steel plate having an aluminum plating treatment such as an Al—Si system on the surface may be used. Further, an inorganic or organic film (for example, a lubricating film) may be applied to the surface layer of the plating layer. Also, the basis weight of these plating layers is not particularly limited, but the basis weight on both sides is preferably 100 g / m 2 or less. If the plating weight per unit area exceeds 100 g / m 2 , the plating layer may become an obstacle during welding.

なお、鋼板をアークスポット溶接するにあたっては、予め、アークが照射される第1鋼板1Aに孔開け加工を施し、貫通孔11を形成しておく必要がある。このため、自動車の車体等における組み付け溶接において、スポット溶接法からアークスポット溶接法に代替することは困難であるが、例えば、耐衝突時性能として厳しい剥離強度特性が要求される部分にのみ、適用することも可能である。   In addition, when performing arc spot welding of a steel plate, it is necessary to form a through hole 11 in advance by drilling the first steel plate 1A irradiated with the arc. For this reason, it is difficult to replace the spot welding method with the arc spot welding method in assembly welding on the body of an automobile, etc., but for example, it is applied only to parts that require severe peel strength characteristics as performance during impact resistance. It is also possible to do.

「溶接ビード」
本発明では、アークスポット溶接によって形成される溶接ビード3について、溶融範囲や高張力鋼板1の板厚tと溶接ビード3のビード径W1、W2との関係、高張力鋼板1の母材硬度と溶接金属硬度との関係を、以下に詳述する範囲に規定している。ここで、本発明で規定するビード径とは、平面視において概略最大である方向のビード径であり、例えば、平面視で楕円形のビードが形成された場合には、その径が最も大きくなる長円方向のビード径を言う。
"Weld bead"
In the present invention, for the weld bead 3 formed by arc spot welding, the relationship between the melting range, the thickness t of the high-tensile steel plate 1 and the bead diameters W1 and W2 of the weld bead 3, the base metal hardness of the high-tensile steel plate 1 and The relationship with the weld metal hardness is defined in the range described in detail below. Here, the bead diameter defined in the present invention is a bead diameter in a direction that is approximately maximum in plan view. For example, when an elliptical bead is formed in plan view, the bead diameter is the largest. The bead diameter in the ellipse direction.

(寸法ならびに形状)
本発明において、アークスポット溶接によって形成されてなる溶接ビード3は、図1(a)、(b)に示すように、平面視略円形状とされるともに、第2鋼板1Bの裏面1d側まで溶融して形成されている。本発明では、上記形状の溶接ビード3の寸法に関し、第1鋼板1Aの表面1aにおけるビード径をW1(mm)、第2鋼板1Bの裏面1dにおけるビード径をW2(mm)、高張力鋼板1の板厚をt(mm)とした際、平均ビード幅W1、W2および板厚tの関係が、下記(1)〜(3)で表される関係を満たす構成を採用している。
2t(mm)≦W2(mm) ・・・(1)
W2(mm)<W1(mm)≦12t(mm){但し、W2>5tの場合} ・・・(2)
5t(mm)≦W1(mm)≦12t(mm){但し、2t≦W2≦5tの場合} ・・・(3)
但し、上記(1)〜(3)式において、W1:第1鋼板1Aの表面1aにおけるビード径(mm)、W2:第2鋼板1Bの表面1dにおけるビード径(mm)、t:高張力鋼板1の板厚(mm)を示す。なお、第1鋼板1Aと第2鋼板1Bの板厚が異なる場合には、何れか薄い側の板厚tを用いる。
(Dimensions and shapes)
In the present invention, the weld bead 3 formed by arc spot welding has a substantially circular shape in plan view as shown in FIGS. 1 (a) and 1 (b) and extends to the back surface 1d side of the second steel plate 1B. It is formed by melting. In the present invention, regarding the dimensions of the weld bead 3 having the above shape, the bead diameter on the front surface 1a of the first steel plate 1A is W1 (mm), the bead diameter on the back surface 1d of the second steel plate 1B is W2 (mm), and the high-tensile steel plate 1 is used. When the plate thickness is t (mm), a configuration is adopted in which the relationship between the average bead widths W1 and W2 and the plate thickness t satisfies the relationships represented by the following (1) to (3).
2t (mm) ≦ W2 (mm) (1)
W2 (mm) <W1 (mm) ≦ 12t (mm) {provided that W2> 5t} (2)
5t (mm) ≦ W1 (mm) ≦ 12t (mm) {provided that 2t ≦ W2 ≦ 5t} (3)
However, in the above formulas (1) to (3), W1: bead diameter (mm) on the surface 1a of the first steel plate 1A, W2: bead diameter (mm) on the surface 1d of the second steel plate 1B, t: high-tensile steel plate 1 shows the plate thickness (mm). In addition, when the plate | board thickness of the 1st steel plate 1A and the 2nd steel plate 1B differs, the plate | board thickness t of the thin side is used.

本発明では、アークスポット溶接継手の十字引張強さ(CTS)を向上させるため、まず、高張力鋼板1の板厚tに対する関係が適正範囲となるビード径を確保することを必須としている。また、本発明では、詳細を後述するように、一般的に硬化しやすい高張力鋼板1の溶接部(溶接ビード3)の硬度や靱性を制御することを必須としている。   In the present invention, in order to improve the cross tensile strength (CTS) of the arc spot welded joint, first, it is essential to secure a bead diameter in which the relationship with the plate thickness t of the high-tensile steel plate 1 is within an appropriate range. Further, in the present invention, as will be described in detail later, it is essential to control the hardness and toughness of the welded portion (weld bead 3) of the high-strength steel plate 1 that is generally hardened.

またさらに、本発明では、溶接ビード3(溶接金属)が、第2鋼板1Bの裏面1d側まで溶融して形成された構成を必須としている。これにより、継手強度を主に支配する、重ね合わせ面1b、1cにおいて所定以上のビード径を確保することができ、且つ、このビード径の確保の有無を外観上において認識することが可能となる。また、第2鋼板1Bの裏面1d側まで溶融して溶接ビード3が形成されることで、ビードの断面形状がストレート形状、即ち、第1鋼板1Aの表面1aから第2鋼板1Bの裏面1dに掛けてビード径が概ね同等となる形状により近づき、溶接変形を低減することが可能となる。   Furthermore, in the present invention, a configuration in which the weld bead 3 (welded metal) is melted to the back surface 1d side of the second steel plate 1B is essential. As a result, a bead diameter of a predetermined value or more can be secured on the overlapping surfaces 1b and 1c, which mainly govern the joint strength, and whether or not the bead diameter is secured can be recognized in appearance. . Further, the weld bead 3 is formed by melting to the back surface 1d side of the second steel plate 1B, so that the cross-sectional shape of the bead is a straight shape, that is, from the front surface 1a of the first steel plate 1A to the back surface 1d of the second steel plate 1B. It is possible to reduce the welding deformation by approaching the shape with the bead diameter being approximately the same.

まず、本発明においては、上記(1)式で表されるように、第2鋼板1Bの裏面1dにおけるビード径W2を2t(mm)以上に規定する。裏面1d側におけるビード径W2が2t(mm)未満だと、高い継手強度が確保できない。   First, in the present invention, as represented by the above formula (1), the bead diameter W2 on the back surface 1d of the second steel plate 1B is defined to be 2 t (mm) or more. When the bead diameter W2 on the back surface 1d side is less than 2 t (mm), high joint strength cannot be ensured.

次に、上記(2)式で表されるように、2枚重ねとした鋼板をアークスポット溶接した場合、通常、アークを照射する側の第1鋼板1Aの表面1aにおける溶接ビード3のビード径W1は、第2鋼板1Bの裏面1d側におけるビード径W2よりも大きくなる。本発明では、上記(2)式で表されるように、ビード径W2と板厚tとの関係が次式{5t<W2}の範囲である場合、ビード径W1の下限をビード径W2超として設定し、また、ビード径W1の上限を12tとする。ビード径W1をビード径W2以下として溶接ビードを形成することは、溶接上、不可能である。また、ビード径W1が板厚tの12倍を超えるサイズで溶接ビードを形成すると、トーチの揺動範囲を大きく設定する必要があり、工程時間が長くなって生産性が低下するとともに、アーク照射範囲の増大および合計入熱の増加により、溶接変形が顕著となるおそれがある。   Next, as represented by the above formula (2), when the two-layer steel plates are arc spot welded, the bead diameter of the weld bead 3 on the surface 1a of the first steel plate 1A on the side irradiated with the arc is usually obtained. W1 is larger than the bead diameter W2 on the back surface 1d side of the second steel plate 1B. In the present invention, as expressed by the above equation (2), when the relationship between the bead diameter W2 and the plate thickness t is in the range of the following expression {5t <W2}, the lower limit of the bead diameter W1 is set to exceed the bead diameter W2. And the upper limit of the bead diameter W1 is 12t. It is impossible to form a weld bead with the bead diameter W1 being equal to or smaller than the bead diameter W2. Moreover, if the weld bead is formed with a bead diameter W1 exceeding 12 times the plate thickness t, it is necessary to set a large swing range of the torch, resulting in a long process time and a decrease in productivity and arc irradiation. Increase in range and total heat input may result in significant welding deformation.

また、本発明では、上記(3)式で表されるように、ビード径W2と板厚tとの関係が次式{W2≦5t}の範囲である場合、ビード径W1の下限を5tとする。ビード径W1を板厚tの5倍未満として溶接ビードを形成した場合、十分な継手強度が得られないおそれがある。また、この場合においても、W1の上限は、上記同様12tとする。この場合のW2の下限は特に設けないが、3t以上であることが望ましい。   In the present invention, as expressed by the above formula (3), when the relationship between the bead diameter W2 and the plate thickness t is in the range of the following formula {W2 ≦ 5t}, the lower limit of the bead diameter W1 is 5t. To do. When the weld bead is formed with the bead diameter W1 being less than 5 times the plate thickness t, there is a possibility that sufficient joint strength cannot be obtained. Also in this case, the upper limit of W1 is set to 12t as described above. In this case, the lower limit of W2 is not particularly provided, but is preferably 3t or more.

第1鋼板1Aの表面1a、および、第2鋼板1Bの裏面1dにおける溶接ビード3の形状としては、優れた継手強度が得られる観点から、第1鋼板1Aおよび第2鋼板1Bの各表面から突出するような形状、具体的には、凸形状であることが必須である。これら表面1a、裏面1dにおける溶接ビード3の形状を凸形状とすることにより、継手強度をより向上させることが可能となる。ここで、本実施形態で説明する凸形状とは、図1(a)に例示するように、ビード(余盛)の一部に窪みが存在しても良い。本実施形態では、窪んだ部位であっても、その窪みの底が鋼板表面よりも外側の位置となっていれば、凸形状と呼ぶ。このような凸形状(凸部;余盛=ビードの内、鋼板表面から外側に出ている部分)の高さは特に限定されない。しかしながら、図6に示すような溶接部断面において、表側および裏側の余盛のうち、余盛の断面積の小さい方の余盛の平均厚み(=余盛部の面積/ビード径、即ち、S1/W1、S2/W2)が鋼板板厚tの0.4倍以上の範囲であれば、特に高い継手強度が得られる。ここで、余盛部の面積は、平面視において概略最大である方向のビード径の部位を切断し、図6に示すような断面写真を撮影した後、画像解析装置によって求めることができる。
上述のような効果が得られるメカニズムとしては、以下に説明するような作用が考えられる。
As the shape of the weld bead 3 on the front surface 1a of the first steel plate 1A and the back surface 1d of the second steel plate 1B, it protrudes from each surface of the first steel plate 1A and the second steel plate 1B from the viewpoint of obtaining excellent joint strength. Such a shape, specifically, a convex shape is essential. By making the shape of the weld bead 3 on the front surface 1a and the back surface 1d convex, the joint strength can be further improved. Here, the convex shape described in the present embodiment may include a depression in a part of a bead (excess) as illustrated in FIG. In this embodiment, even if it is a recessed part, if the bottom of the hollow is a position outside the steel plate surface, it is called a convex shape. There is no particular limitation on the height of such a convex shape (convex portion; extra portion = a portion of the bead that protrudes outward from the steel plate surface). However, in the weld cross section as shown in FIG. 6, the average thickness (= area of the surplus portion / bead diameter, ie, S1) of the surplus with the smaller cross section of the surplus on the front side and the back side. If / W1, S2 / W2) is in the range of 0.4 times or more of the steel plate thickness t, particularly high joint strength can be obtained. Here, the area of the surplus portion can be obtained by an image analysis device after cutting a portion having a bead diameter in a direction that is approximately maximum in plan view and taking a cross-sectional photograph as shown in FIG.
As a mechanism for obtaining the above-described effects, the following actions can be considered.

一般に、十字引張試験のような剥離試験を行う場合、溶接部(溶接ビード3)に対して、第1鋼板1Aと第2鋼板1Bとの重ね合わせ面1b、1cの位置には引張応力が作用し、また、表面1aおよび裏面1d側には圧縮応力が作用する。本実施形態では、表面1a、裏面1dにおける溶接ビード3の形状を凸形状とすることにより、板厚を増加させるのと同様の効果、即ち、応力負担領域の拡大(応力低減)により、重ね合わせ面1b、1cの位置における引張応力レベルを低減できる効果が得られ、継手強度が向上するものと考えられる。   Generally, when a peel test such as a cross tensile test is performed, tensile stress acts on the position of the overlapping surfaces 1b and 1c of the first steel plate 1A and the second steel plate 1B with respect to the welded portion (weld bead 3). Moreover, compressive stress acts on the front surface 1a and the back surface 1d side. In this embodiment, the shape of the weld bead 3 on the front surface 1a and the back surface 1d is made convex so that the same effect as that of increasing the plate thickness, that is, the stress load area is expanded (stress reduction). It is considered that the effect of reducing the tensile stress level at the positions of the surfaces 1b and 1c is obtained, and the joint strength is improved.

(溶接ビード:溶接金属の硬度)
本発明においては、アークスポット溶接継手10をなす高張力鋼板1(第1鋼板1A、第2鋼板1B)の母材硬度Hv(BM)と、溶接ビード3(溶接金属)の硬度Hv(WM)が、下記(4)式で表される関係を満たす構成とされている。
0.7≦Hv(WM)/Hv(BM)≦1.2 ・・・(4)
但し、上記(4)式において、Hv(BM):高張力鋼板1(1A、1B)の母材硬度(ビッカース硬さ)、Hv(WM):溶接ビード3(溶接金属)の硬度(ビッカース硬さ)を示す。
(Weld bead: hardness of weld metal)
In the present invention, the base material hardness Hv (BM) of the high-tensile steel plate 1 (first steel plate 1A, second steel plate 1B) forming the arc spot weld joint 10 and the hardness Hv (WM) of the weld bead 3 (welded metal). However, it is set as the structure which satisfy | fills the relationship represented by following (4) Formula.
0.7 ≦ Hv (WM) / Hv (BM) ≦ 1.2 (4)
However, in the above formula (4), Hv (BM): base material hardness (Vickers hardness) of high-tensile steel plate 1 (1A, 1B), Hv (WM): hardness of weld bead 3 (welded metal) (Vickers hardness) A).

本発明では、継手強度をより向上させることを目的として、母材硬度Hv(BM)と溶接ビード3(溶接金属)の硬度Hv(WM)との関係を上記範囲に規定している。
ここで、Hv(WM)/Hv(BM)が0.7未満だと、溶接金属の強度が不足することから、この溶接金属での破断が生じ、継手強度が低下してしまう。また、Hv(WM)/Hv(BM)が1.2超だと、溶接金属の靱性や延性が乏しくなり、十分なビード径を確保して溶接ビードを形成させた場合であっても、十分な継手強度が得られない場合がある。なお、溶接ビード3(溶接金属)の硬度Hv(WM)の絶対値としては、特に規定するものではないが、ビッカース硬さが、Hv420以下であることが望ましい。
In the present invention, for the purpose of further improving the joint strength, the relationship between the base material hardness Hv (BM) and the hardness Hv (WM) of the weld bead 3 (welded metal) is defined in the above range.
Here, if Hv (WM) / Hv (BM) is less than 0.7, the strength of the weld metal is insufficient, so that the weld metal is broken and the joint strength is reduced. Further, if Hv (WM) / Hv (BM) is greater than 1.2, the toughness and ductility of the weld metal will be poor, and even if a sufficient bead diameter is secured to form a weld bead, sufficient The joint strength may not be obtained. The absolute value of the hardness Hv (WM) of the weld bead 3 (weld metal) is not particularly specified, but the Vickers hardness is preferably Hv 420 or less.

また、上記(4)式で表されるHv(WM)/Hv(BM)の範囲を満足するため、母材(高張力鋼板1)と溶接ワイヤ55(図2(a)〜(c)を参照)が溶融混合して形成される溶接金属(溶接ビード3)の炭素量を0.07〜0.25%の範囲に制御することが好ましい。即ち、詳細を後述するが、溶接ビード(溶接金属)3中の炭素量を上記範囲に制御可能な成分を有する溶接ワイヤ55を採用することが好ましい。   Further, in order to satisfy the range of Hv (WM) / Hv (BM) represented by the above formula (4), the base material (high-tensile steel plate 1) and the welding wire 55 (FIGS. 2A to 2C) are used. It is preferable to control the carbon content of the weld metal (weld bead 3) formed by melting and mixing in the range of 0.07 to 0.25%. That is, although details will be described later, it is preferable to employ a welding wire 55 having a component capable of controlling the amount of carbon in the weld bead (welded metal) 3 within the above range.

本発明で採用するアークスポット溶接法は、溶接ワイヤ55の選定や溶接時の希釈条件により、溶接金属硬度Hv(WM)を所望の特性に制御できる点で、溶接ワイヤを使用しないスポット溶接法やレーザ溶接法とは相違する。また、アークスポット溶接法は、溶接時の冷却速度がスポット溶接法やレーザ溶接法に比較して遅いことから、硬化組織において、靭性に乏しい100%マルテンサイトが生成されるのを抑制することができ、継手強度をより向上させることが可能となる。   The arc spot welding method employed in the present invention is a spot welding method that does not use a welding wire in that the welding metal hardness Hv (WM) can be controlled to a desired characteristic by the selection of the welding wire 55 and the dilution conditions during welding. It is different from laser welding. In addition, the arc spot welding method suppresses the generation of 100% martensite having poor toughness in the hardened structure because the cooling rate during welding is slower than the spot welding method or laser welding method. It is possible to further improve the joint strength.

「アークスポット溶接継手の製造方法(溶接方法)」
上述のような、本発明に係るアークスポット溶接継手10を製造する際の各条件および手順について、主に図1、2を参照しながら以下に詳述する。
"Production method of arc spot welded joint (welding method)"
Each condition and procedure for manufacturing the arc spot welded joint 10 according to the present invention as described above will be described in detail below mainly with reference to FIGS.

本発明の製造方法は、鋼板成分中の炭素量が0.07質量%以上である高張力鋼板1を2枚重ね合わせ、アークスポット溶接によって平面視略円形状の溶接ビード3を形成し、上記のアークスポット溶接継手10を製造する方法である。この際、高張力鋼板1の内、アークが照射される側を第1鋼板1A、他方を第2鋼板1Bとし、これら高張力鋼板1の板厚をt(mm)、溶接前に第1鋼板1Aに予め形成する貫通孔11の直径をd(mm)とした際、板厚tと直径dとの関係を下記(5)式の範囲に規定している。さらに、アークスポット溶接時のシールドガスとして、Arガス、あるいは、Ar体積濃度が70%以上100%未満のArとCOの混合ガスを用いるとともに、溶接時のワイヤ狙い位置を、貫通孔11の中心11aとするか、あるいは、貫通孔11の中心11aから孔端11bの間で揺動させる方法を採用している。
d(mm)/t(mm)=3〜12 ・・・・・(5)
但し、上記(5)式中において、d:第1鋼板1Aに形成する貫通孔11の直径(mm)、t:高張力鋼板1の板厚(mm);第1鋼板1Aと第2鋼板1Bの板厚が異なる場合は何れか薄い側の板厚を示す。
In the production method of the present invention, two high-strength steel plates 1 each having a carbon content of 0.07% by mass or more in a steel plate component are overlapped, and a weld bead 3 having a substantially circular shape in plan view is formed by arc spot welding. This is a method for manufacturing the arc spot welded joint 10. At this time, among the high-strength steel plates 1, the side irradiated with the arc is the first steel plate 1A, the other is the second steel plate 1B, the plate thickness of these high-tensile steel plates 1 is t (mm), and the first steel plate before welding. When the diameter of the through hole 11 formed in advance in 1A is d (mm), the relationship between the plate thickness t and the diameter d is defined in the range of the following equation (5). Further, Ar gas or a mixed gas of Ar and CO 2 having an Ar volume concentration of 70% or more and less than 100% is used as a shield gas at the time of arc spot welding, and the wire target position at the time of welding is set at the through hole 11. The center 11a is used, or a method of swinging between the center 11a of the through hole 11 and the hole end 11b is adopted.
d (mm) / t (mm) = 3-12 (5)
However, in said (5) type | formula, d: Diameter (mm) of the through-hole 11 formed in the 1st steel plate 1A, t: Plate thickness (mm) of the high-tensile steel plate 1; 1st steel plate 1A and 2nd steel plate 1B If the plate thickness is different, the plate thickness on either side is shown.

(板厚tと貫通孔の直径dとの関係)
アークは、レーザ等に比較してエネルギー密度の低い熱源であることから、従来の条件でアークスポット溶接を行った場合、鋼板の板厚方向における溶融(鋼板の板厚方向での貫通)が困難となるおそれがある。この際、溶接電流・電圧を増加させることで溶接入熱を増大させれば、鋼板の板厚方向での溶融・貫通能力を向上させることができる。しかしながら、例えば、自動車車体等に用いられる、板厚が0.5mmから3.0mm程度の薄い高張力鋼板をアークスポット溶接する際に溶接電流・電圧を増加させた場合、過大な溶接入熱によって溶け落ちが発生するという問題がある。
そこで、本発明においては、アークスポット溶接を行う前に、予め、アークを照射する側の第1鋼板1Aに貫通孔11を形成する。これにより、溶接電流・電圧の増加による貫通能力の増大が不要となり、低入熱化できることから、溶接時の溶け落ちを防止することが可能となる。
(Relationship between plate thickness t and through hole diameter d)
Since an arc is a heat source with a lower energy density than a laser or the like, when arc spot welding is performed under conventional conditions, melting in the plate thickness direction of the steel plate (penetration in the plate thickness direction of the steel plate) is difficult. There is a risk of becoming. At this time, if the welding heat input is increased by increasing the welding current / voltage, the melting / penetrating ability in the plate thickness direction of the steel sheet can be improved. However, for example, when arc spot welding is performed on a thin high-tensile steel sheet having a thickness of about 0.5 mm to 3.0 mm, which is used for an automobile body or the like, an excessive welding heat input causes There is a problem that burn-off occurs.
Therefore, in the present invention, before performing the arc spot welding, the through hole 11 is formed in the first steel plate 1A on the side irradiated with the arc in advance. This eliminates the need for an increase in penetration capability due to an increase in welding current / voltage, and lowers heat input, thereby preventing burn-out during welding.

本発明では、上記した構成のアークスポット溶接継手10を製造するにあたり、高強度鋼板1の板厚t(mm)と、第1鋼板1A側に形成する貫通孔11の直径d(mm)との関係を、上記(5)式で表される範囲に規定している。これにより、第2鋼板1Bの裏面1d側まで貫通させながら、安定してアークスポット溶接を行うことが可能となり、上記のような寸法および形状とされたアークスポット溶接継手10を製造することが可能となる。   In the present invention, in manufacturing the arc spot welded joint 10 having the above-described configuration, the thickness t (mm) of the high-strength steel plate 1 and the diameter d (mm) of the through-hole 11 formed on the first steel plate 1A side. The relationship is defined in the range represented by the above equation (5). Thereby, it is possible to stably perform arc spot welding while penetrating to the back surface 1d side of the second steel plate 1B, and it is possible to manufacture the arc spot welded joint 10 having the above size and shape. It becomes.

ここで、上記(5)式中におけるd/tが3未満だと、第1鋼板に形成される貫通孔の直径dが板厚tに対して不十分であり、アーク溶接による第2鋼板の裏面側までの貫通が不安定になる。このため、第1鋼板1Aと第2鋼板1Bとの重ね合わせ面1b、1cの位置におけるビード幅の確保が困難になる場合がある。
一方、上記(5)式中におけるd/tが12を超えると、貫通孔の孔端を十分に溶融させるためには、トーチを大きな振れ幅で揺動させる必要が生じる。このため、工程時間が長くなって生産性が低下する場合がある他、アーク照射範囲の増大および溶接入熱の合計量が増大することから、上述した溶接変形が顕著になるおそれがある。
Here, if d / t in the above formula (5) is less than 3, the diameter d of the through hole formed in the first steel plate is insufficient with respect to the plate thickness t, and the second steel plate by arc welding The penetration to the back side becomes unstable. For this reason, it may be difficult to ensure the bead width at the positions of the overlapping surfaces 1b and 1c of the first steel plate 1A and the second steel plate 1B.
On the other hand, when d / t in the above formula (5) exceeds 12, it is necessary to swing the torch with a large swing width in order to sufficiently melt the hole end of the through hole. For this reason, process time may become long and productivity may fall, and since the total amount of arc irradiation range and welding heat input increases, there exists a possibility that the welding deformation mentioned above may become remarkable.

なお、アークスポット溶接の際、貫通孔の全周に渡って溶接することが、高い継手強度を発揮する観点から望ましい。但し、溶接ビードに対して高い応力が負荷される位置があらかじめ判っている場合には、その応力の高い位置の貫通孔の溶融をより確実に行うことが望ましく、また、応力の低い位置の貫通孔を溶け残す条件としても構わない。   In addition, in arc spot welding, it is desirable to weld over the entire circumference of the through hole from the viewpoint of exhibiting high joint strength. However, when the position where high stress is applied to the weld bead is known in advance, it is desirable to more reliably melt the through hole at the high stress position, and to penetrate the low stress position. It does not matter as a condition for leaving the holes to melt.

(シールドガス)
本発明の製造方法においては、アークスポット溶接時のシールドガスとして、Arガス、あるいは、Ar体積濃度が70%以上100%未満のArとCOの混合ガスを用いる。シールドガスの組成を上記範囲として高張力鋼板1をアークスポット溶接することにより、溶接部に過度な酸化や欠陥が生じるのが抑制され、継手特性に優れたアークスポット溶接継手10を製造することが可能となる。ここで、シールドガスとして、Ar体積濃度が70%未満であるArとCOの混合ガスを用いた場合には、溶接部における欠陥抑制の効果が得られにくくなる。
(Shielding gas)
In the manufacturing method of the present invention, Ar gas or a mixed gas of Ar and CO 2 having an Ar volume concentration of 70% or more and less than 100% is used as a shielding gas during arc spot welding. By arc spot welding the high strength steel sheet 1 with the shield gas composition in the above range, it is possible to suppress the occurrence of excessive oxidation and defects in the welded portion, and to produce an arc spot welded joint 10 having excellent joint characteristics. It becomes possible. Here, when a mixed gas of Ar and CO 2 having an Ar volume concentration of less than 70% is used as the shielding gas, it becomes difficult to obtain the effect of suppressing defects in the welded portion.

また、本発明の製造方法においては、シールドガスの流量についても特に限定されるものではなく、溶接条件に応じて適宜設定することが可能であるが、十分なシールド性が確保でき、溶接欠陥等を抑制する効果が得られる範囲として5〜30(L/min)とすることがより好ましい。   Further, in the production method of the present invention, the flow rate of the shielding gas is not particularly limited, and can be appropriately set according to the welding conditions, but sufficient shielding properties can be secured, welding defects, etc. It is more preferable to set it as 5-30 (L / min) as a range from which the effect which suppresses is acquired.

(溶接ワイヤの狙い位置および揺動)
本発明の製造方法では、図2(a)中における、溶接時のワイヤ狙い位置、即ち、溶接ワイヤ55の先端55aの狙い位置を、貫通孔11の中心11aとするか、あるいは、貫通孔11の中心11aから孔端11bの間で、回転や往復など揺動させる方法とする。
上述のように、溶接ワイヤ55の先端55aの狙い位置を、貫通孔11の中心11aに設定することにより、形状が均一な溶接ビード3を安定して形成させることが可能となる。
(Aim and swing of welding wire)
In the manufacturing method of the present invention, the wire aiming position at the time of welding in FIG. 2A, that is, the aiming position of the tip 55 a of the welding wire 55 is set to the center 11 a of the through-hole 11, or the through-hole 11 is used. A method of rocking, such as rotating or reciprocating, between the center 11a and the hole end 11b is adopted.
As described above, by setting the target position of the tip 55a of the welding wire 55 to the center 11a of the through hole 11, the weld bead 3 having a uniform shape can be stably formed.

また、特に、貫通孔11の直径d(mm)が大きい場合には、溶接ワイヤ55の先端55aが、貫通孔11の中心11aから孔端11bの間で揺動するように、トーチ5を動作させることが好ましい。これにより、高張力鋼板1の板厚tに応じて、上記(5)式を満たす範囲で大きめの貫通孔11を設けた場合であっても、特に、孔端11bにおいて溶融が不十分となる箇所が発生することなく、均一な溶接ビード3を形成させることが可能となる。   In particular, when the diameter d (mm) of the through hole 11 is large, the torch 5 is operated so that the tip 55a of the welding wire 55 swings between the center 11a of the through hole 11 and the hole end 11b. It is preferable to make it. Thereby, even if it is a case where the large through-hole 11 is provided in the range with which the said (5) Formula is satisfy | filled according to the plate | board thickness t of the high-tensile steel plate 1, especially the fusion | melting becomes inadequate in the hole end 11b. It becomes possible to form the uniform weld bead 3 without generating a location.

(表面処理)
本発明においては、上述したように、特にめっき等の表面処理を施していない高張力鋼板に加え、さらに、表面1a、1b、1c、1dの少なくとも何れか、即ち、第1鋼板1Aおよび第2鋼板1Bの内の少なくとも何れか一方または両方に、溶融または合金化の亜鉛めっき処理を施した高張力鋼板1を採用することも可能である。このような亜鉛めっき処理としては、例えば、Zn系、Zn−Fe系、Zn−Ni系、Zn−Al系、Zn−Mg系等、何れのめっき層であっても良い。また、例えば、Al-Si系等のアルミニウムめっき処理が表面に施された高張力鋼板を用いても良い。
(surface treatment)
In the present invention, as described above, in addition to the high-tensile steel plate not subjected to surface treatment such as plating, at least one of the surfaces 1a, 1b, 1c, and 1d, that is, the first steel plate 1A and the second steel plate. It is also possible to employ the high-tensile steel plate 1 that has been subjected to melting or alloying galvanizing treatment on at least one or both of the steel plates 1B. Such galvanizing treatment may be any plating layer such as Zn-based, Zn-Fe-based, Zn-Ni-based, Zn-Al-based, Zn-Mg-based, and the like. Also, for example, a high-tensile steel plate having an aluminum plating treatment such as an Al—Si system on the surface may be used.

また、本発明において、上述のような、表面1a、1b、1c、1dの少なくとも何れかに溶融または合金化の亜鉛めっき処理を施した高張力鋼板1を採用した場合には、さらに、アークスポット溶接時のシールドガスとして、Oの体積濃度が2〜20%、O+COの体積濃度が35%以下の範囲である、Ar、CO、およびOの混合ガスを用いることが、めっきに起因する溶接欠陥を低減することが可能となる点から好ましい。
通常、アークスポット溶接を行う場合、第1鋼板1Aと第2鋼板1Bとは、重ね合わされて溶接される。ここで、亜鉛めっき鋼板を用いると、溶接部の沸点以上に達しためっき中の亜鉛が蒸発して溶融金属中に侵入し、その後の凝固過程で大気中に散逸できなかった場合に溶接金属中に残存する、いわゆる気孔欠陥が生じる。このため、溶融または合金化の亜鉛めっき処理を施した高張力鋼板を用いた場合には、シールドガス中にOを混合することが、気孔欠陥を低減する観点から好ましい。ここで、シールドガス中におけるOの体積濃度が2%未満では、上記効果が得られない。一方、Oの体積濃度が30%超だと、むしろ上記効果が低減されてしまうとともに、ビード形状の乱れやブローホールの発生、スラグの過度な形成等を誘発してしまうという問題がある。
Further, in the present invention, when the high-tensile steel sheet 1 subjected to galvanizing treatment of melting or alloying on at least one of the surfaces 1a, 1b, 1c, and 1d as described above is used, an arc spot is further provided. as a shielding gas during welding, O 2 volume concentration of 2~20%, O 2 + CO 2 volume concentration is in the range of less 35%, Ar, CO 2, and using a mixed gas of O 2, This is preferable from the viewpoint that welding defects caused by plating can be reduced.
Usually, when performing arc spot welding, the 1st steel plate 1A and the 2nd steel plate 1B are piled up and welded. Here, when a galvanized steel sheet is used, the zinc in the plating that has reached the boiling point of the weld zone evaporates and penetrates into the molten metal, and in the weld metal when it cannot be dissipated into the atmosphere during the subsequent solidification process. In other words, so-called pore defects remain. For this reason, when using a high-tensile steel sheet that has been subjected to molten or alloyed galvanizing treatment, it is preferable to mix O 2 in the shielding gas from the viewpoint of reducing pore defects. Here, when the volume concentration of O 2 in the shielding gas is less than 2%, the above effect cannot be obtained. On the other hand, if the volume concentration of O 2 exceeds 30%, the above effect is rather reduced, and there is a problem that bead shape disorder, blowhole generation, excessive formation of slag, and the like are induced.

上述のような、溶接金属中における気孔欠陥を低減できるメカニズムについては、必ずしも明らかではないが、シールドガスに適正量のOを含むことで溶融金属の粘性が低下して亜鉛蒸気の浮上速度が向上し、大気への散逸が促進されるものと考えられる。 The mechanism that can reduce the pore defects in the weld metal as described above is not necessarily clear, but by including an appropriate amount of O 2 in the shield gas, the viscosity of the molten metal is lowered, and the rising speed of the zinc vapor is increased. It is thought that it will improve and dissipate into the atmosphere.

また、本発明の製造方法において、上述のような、表面1a、1b、1c、1dの少なくとも何れかに溶融または合金化の亜鉛めっき処理、あるいは、アルミニウムめっき処理を施した高張力鋼板1を採用した場合には、アークスポット溶接時に重ね合わせる第1鋼板1Aと第2鋼板1Bとの隙間Cを、下記(6)式で表される関係を満たす範囲とすることが、めっきに起因する溶接欠陥を低減することが可能となる点から好ましい。
0.1(mm)≦C(mm)≦0.5t(mm) ・・・・・(6)
但し、上記(6)式において、C:第1鋼板と第2鋼板との隙間、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。
Further, in the production method of the present invention, the above-described high-tensile steel plate 1 in which at least one of the surfaces 1a, 1b, 1c, and 1d is subjected to molten or alloyed galvanizing treatment or aluminum plating treatment is employed. In this case, it is possible to set the gap C between the first steel plate 1A and the second steel plate 1B to be overlapped at the time of arc spot welding to a range satisfying the relationship represented by the following formula (6). It is preferable from the point that it becomes possible to reduce.
0.1 (mm) ≦ C (mm) ≦ 0.5 t (mm) (6)
However, in the above formula (6), C: the gap between the first steel plate and the second steel plate, t: the thickness of the high-tensile steel plate (mm); The thickness of the thin side is shown.

第1鋼板1Aと第2鋼板1Bとが重ね合わされて溶接されると、亜鉛めっき鋼板の場合には、上記したような気孔が発生し、溶接金属中に気孔欠陥が残存する恐れがある。一方、アルミニウムめっき鋼板の場合には、めっき層のアルミニウムが溶融して溶融金属中に侵入し、フェライト粒の粗大化を招き、継手の疲労強度が大きく低下する場合がある。このため、これら亜鉛めっき鋼板やアルミニウムめっき鋼板の特性劣化を防止する観点から、第1鋼板1Aと第2鋼板1Bとの間に、隙間Cを設けることが有効である。このような隙間Cを設けることにより、めっき層に起因する亜鉛蒸気は大気中(隙間)に散逸して気孔欠陥が低減されるとともに、溶融しためっき層に含まれるアルミニウムは溶融金属中には侵入しないため、フェライト粒の粗大化を抑制することが可能となる。ここで、隙間Cが0.1mm未満では上記効果が不十分となり、また、0.5t(mm)超では、第1鋼板1Aと第2鋼板1Bとの重ね合わせ面1b、1cの位置における溶接ビードの形状が乱れる場合がある他、溶接時に第2鋼板を安定して貫通溶融させるのが困難になる。   When the first steel plate 1A and the second steel plate 1B are overlapped and welded, in the case of a galvanized steel plate, the above-described pores are generated, and pore defects may remain in the weld metal. On the other hand, in the case of an aluminum-plated steel sheet, the aluminum in the plating layer melts and penetrates into the molten metal, leading to coarsening of ferrite grains, and the fatigue strength of the joint may be greatly reduced. For this reason, it is effective to provide a gap C between the first steel plate 1A and the second steel plate 1B from the viewpoint of preventing characteristic deterioration of these galvanized steel plates and aluminum plated steel plates. By providing such a gap C, zinc vapor resulting from the plating layer is dissipated into the atmosphere (gap) to reduce pore defects, and aluminum contained in the molten plating layer penetrates into the molten metal. Therefore, it is possible to suppress the coarsening of the ferrite grains. Here, if the gap C is less than 0.1 mm, the above effect is insufficient, and if it exceeds 0.5 t (mm), welding is performed at the positions of the overlapping surfaces 1b and 1c of the first steel plate 1A and the second steel plate 1B. The bead shape may be disturbed, and it becomes difficult to stably penetrate and melt the second steel plate during welding.

(溶接ワイヤ)
本発明において、アークスポット溶接に用いる溶接ワイヤ55について、その成分や直径等は特に限定されるものではなく、例えば、JIS Z 3312やJIS Z 3313等で規定される溶接ワイヤ等、従来公知のものを何ら制限無く用いることができる。
また、上述したように、本発明で用いる溶接ワイヤ55は、溶接ビード(溶接金属)3の硬度Hv(WM)を所望の特性に制御することを考慮し、その成分や溶接時の希釈条件を勘案しながら採用を決定することが望ましい。
(Welding wire)
In the present invention, the components, diameters, etc. of the welding wire 55 used for arc spot welding are not particularly limited. For example, conventionally known ones such as welding wires defined by JIS Z 3312, JIS Z 3313, etc. Can be used without any limitation.
In addition, as described above, the welding wire 55 used in the present invention takes into account that the hardness Hv (WM) of the weld bead (welded metal) 3 is controlled to a desired characteristic, and the components and dilution conditions during welding are determined. It is desirable to decide the hiring while taking into consideration.

また、溶接ワイヤ55の直径についても特に限定されるものではないが、0.9〜1.4mmの範囲であることが好ましい。
溶接ワイヤの直径が上記範囲よりも細いと、ワイヤの剛性が小さくなるので座屈が生じ易くなり、ワイヤ先端の溶接狙い位置が不安定となり、アークの照射範囲から外れるか、溶融状態が不均一となるので、溶接ビードが均一な形状・寸法にならないおそれがある。一方、溶接ワイヤ55の直径が上記範囲を超えると、ワイヤが太すぎるため、電流密度が低下してアークが不安定となり、完全には溶融しないおそれがある。
Further, the diameter of the welding wire 55 is not particularly limited, but is preferably in the range of 0.9 to 1.4 mm.
If the diameter of the welding wire is smaller than the above range, the rigidity of the wire becomes small and buckling is likely to occur, the welding target position at the tip of the wire becomes unstable, deviates from the arc irradiation range, or the molten state is not uniform. Therefore, the weld bead may not have a uniform shape and size. On the other hand, when the diameter of the welding wire 55 exceeds the above range, since the wire is too thick, the current density is lowered, the arc becomes unstable, and there is a possibility that the welding wire 55 is not completely melted.

また、溶接ワイヤ55の供給速度についても、特に限定されるものではなく、被溶接物や目標とする溶接ビードのサイズに応じて適宜設定することが可能である。例えば、自動車車体等で多用される0.5〜3mmの板厚の高張力鋼板1を重ね合わせ、アークスポット溶接する場合には、溶接ワイヤ55の供給速度を30〜100mm/sec程度に設定することができる。溶接ワイヤ55の供給速度が上記範囲であれば、自動車車体等に最適な0.5〜3mmの範囲とされた板厚の高張力鋼板1を、溶接欠陥等が無く安定した状態でアークスポット溶接することが可能となる。   Further, the supply speed of the welding wire 55 is not particularly limited, and can be set as appropriate according to the size of the workpiece and the target welding bead. For example, when the high-strength steel plates 1 having a thickness of 0.5 to 3 mm, which are frequently used in automobile bodies, are overlapped and arc spot welding is performed, the supply speed of the welding wire 55 is set to about 30 to 100 mm / sec. be able to. If the supply speed of the welding wire 55 is within the above range, arc spot welding of the high-tensile steel plate 1 having a thickness of 0.5 to 3 mm, which is optimal for an automobile body, etc., in a stable state without welding defects or the like. It becomes possible to do.

(溶接通電条件)
本発明の製造方法においては、アークスポット溶接の通電条件についても、特に限定されるものではなく、鋼板をアークスポット溶接する際に用いられる従来公知の通電パターンや溶接電流・電圧条件を、何ら制限なく採用することが可能である。また、溶接装置としても、図2(a)〜(c)に示すようなトーチ5が備えられたアークスポット溶接装置を何ら制限なく採用することが可能である。また、トーチ5に供給する溶接電源についても、その制御方式等、特に制限されるものではなく、直流あるいは交流の何れの電源を用いても良い。
(Welding energization conditions)
In the production method of the present invention, the energization conditions for arc spot welding are not particularly limited, and any conventionally known energization pattern and welding current / voltage conditions used for arc spot welding of steel plates are not limited at all. It is possible to adopt without. Moreover, as a welding apparatus, it is possible to employ | adopt an arc spot welding apparatus provided with the torch 5 as shown to Fig.2 (a)-(c) without any limitation. Also, the welding power source supplied to the torch 5 is not particularly limited in terms of its control method and the like, and any direct current or alternating current power source may be used.

なお、本発明で規定する条件で、高張力鋼板1を重ね合わせてアークスポット溶接する場合には、十分な継手強度を確保する観点から、溶接電流を100〜300(A)程度とすることが好ましい。また、生産性やコストの観点から、溶接時間や溶接電流は、溶接ビード3を形成させるのに十分な程度とし、過剰とならないように設定することがより好ましい。   In addition, when the high-strength steel sheets 1 are overlapped and arc spot welded under the conditions specified in the present invention, the welding current may be set to about 100 to 300 (A) from the viewpoint of securing sufficient joint strength. preferable. Further, from the viewpoint of productivity and cost, it is more preferable that the welding time and the welding current are set to a level sufficient to form the weld bead 3 and not to be excessive.

(アークスポット溶接手順)
本発明のアークスポット溶接では、図2(a)に示すように、まず、2枚の高張力鋼板1、即ち、第1鋼板1Aと第2鋼板1Bとを重ね合わせる。この際、予め、図示例のように、第1鋼板1Aに、アークスポット溶接後に内部に溶接金属が形成される貫通孔11形成する。
次いで、図2(b)に示すように、第1鋼板1Aに形成された貫通孔1を狙い位置として、トーチ5を用いてアークスポット溶接を行う。この際、トーチ5から貫通孔1に向けて溶接ワイヤ55を供給し、アーク放電を行うことで母材(高張力鋼板1)と溶接ワイヤ55を溶融させる。
(Arc spot welding procedure)
In the arc spot welding of the present invention, as shown in FIG. 2A, first, two high-tensile steel plates 1, that is, a first steel plate 1A and a second steel plate 1B are overlapped. At this time, as in the illustrated example, the first steel plate 1A is previously formed with a through hole 11 in which a weld metal is formed after arc spot welding.
Next, as shown in FIG. 2B, arc spot welding is performed using a torch 5 with the through hole 1 formed in the first steel plate 1A as a target position. At this time, the welding wire 55 is supplied from the torch 5 toward the through hole 1 and arc discharge is performed to melt the base material (high-tensile steel plate 1) and the welding wire 55.

そして、図2(c)に示すように、第1鋼板1Aに形成された貫通孔11の内部と、第2鋼板1Bにおいて貫通孔11に対応する位置に溶融金属が生成される。その後、この溶融金属が冷却され、凝固することにより、図示例のような、断面形状が表面1aや表面1d側に膨らみを持った形状とされた溶接金属(溶接ビード)が形成される。このような工程により、2枚の高張力鋼板1(第1鋼板1A、第2鋼板2B)が重ね合わされてスポット溶接され、溶接ビード3で接合されてなるアークスポット溶接継手10が得られる。   And as shown in FIG.2 (c), a molten metal is produced | generated in the position corresponding to the through-hole 11 in the inside of the through-hole 11 formed in 1 A of 1st steel plates, and the 2nd steel plate 1B. Thereafter, the molten metal is cooled and solidified to form a weld metal (weld bead) having a cross-sectional shape having a bulge on the surface 1a or surface 1d side as illustrated. By such a process, an arc spot welded joint 10 is obtained in which two high-tensile steel plates 1 (first steel plate 1A and second steel plate 2B) are overlapped and spot-welded and joined by a weld bead 3.

なお、本発明においては、図2(a)〜(c)等に示すように、溶接姿勢を、トーチ5が下方を向く下向き水平とすることが最も好ましいが、例えば、横向きや傾斜下向き等の溶接姿勢を適宜採用することも可能である。また、この際、重ね合わせられた高張力鋼板1の複数箇所を連続してアークスポット溶接する場合、その移動方向についても何れの方向であっても良い。   In the present invention, as shown in FIGS. 2A to 2C and the like, it is most preferable that the welding posture is a downward horizontal in which the torch 5 faces downward. It is also possible to adopt a welding posture as appropriate. At this time, in the case where arc spot welding is continuously performed on a plurality of places of the superposed high-tensile steel plates 1, the moving direction may be any direction.

以上説明したような、本発明に係る継手強度に優れたアークスポット溶接継手によれば、上述の如く、重ね合わせられた高張力鋼板の裏面側まで溶融させるとともに、高張力鋼板の板厚tと2枚の各鋼板の表面における溶接ビードのビード径W1、W2との関係を適正範囲とし、さらに、母材硬度Hv(BM)と溶接ビード3(溶接金属)の硬度Hv(WM)との関係を適正範囲に制御した構成を採用している。これにより、溶接部の靱性や延性が低下することなく、高い十字引張強さおよびせん断引張強さの両方が得られ、継手強度に優れたアークスポット溶接継手が実現できる。   As described above, according to the arc spot welded joint excellent in joint strength according to the present invention, as described above, it is melted to the back side of the superposed high-tensile steel sheet, and the thickness t of the high-tensile steel sheet is The relationship between the bead diameters W1 and W2 of the weld bead on the surface of each of the two steel sheets is within an appropriate range, and the relationship between the base material hardness Hv (BM) and the hardness Hv (WM) of the weld bead 3 (weld metal). The configuration is controlled within the proper range. Thereby, both high cross tensile strength and shear tensile strength can be obtained without lowering the toughness and ductility of the welded portion, and an arc spot welded joint with excellent joint strength can be realized.

また、本発明の継手強度に優れたアークスポット溶接継手の製造方法によれば、高張力鋼板を2枚重ね合わせてアークスポット溶接するにあたり、高張力鋼板の板厚tと溶接前に一方の鋼板に予め形成する貫通孔の直径をdとの関係、ならびに、溶接時のシールドガスの組成を適正範囲に制御するとともに、溶接時のワイヤ狙い位置を、貫通孔の中心とするか、あるいは、貫通孔の中心から孔端の間で揺動させる方法を採用している。これにより、溶接部の靱性や延性を低下させることなく、高い十字引張強さおよびせん断引張強さの両方を確保でき、継手強度に優れたアークスポット溶接継手を製造することが可能となる。   In addition, according to the method for manufacturing an arc spot welded joint having excellent joint strength according to the present invention, when two high-tensile steel plates are overlapped and arc spot welding is performed, the thickness t of the high-tensile steel plate and one steel plate before welding In addition to controlling the diameter of the through-hole formed in advance to d and the composition of the shielding gas during welding to an appropriate range, the wire target position during welding is set to the center of the through-hole, or through A method of swinging between the hole center and the hole end is adopted. As a result, it is possible to ensure both high cross tensile strength and shear tensile strength without reducing the toughness and ductility of the welded portion, and it is possible to manufacture an arc spot welded joint with excellent joint strength.

従って、例えば、自動車用部品の製造や車体の組立等の工程において本発明を適用することにより、車体全体の軽量化による低燃費化や炭酸ガス(CO)の排出量削減、並びに衝突安全性の向上等のメリットを十分に享受することができ、その社会的貢献は計り知れない。 Therefore, for example, by applying the present invention in the process of manufacturing automobile parts, assembling the vehicle body, etc., it is possible to reduce fuel consumption by reducing the weight of the entire vehicle body, to reduce carbon dioxide (CO 2 ) emissions, and to improve collision safety. It is possible to fully enjoy the merits such as the improvement of the society and its social contribution is immeasurable.

以下、本発明に係る継手強度に優れたアークスポット溶接継手およびその製造方法の実施例を挙げ、本発明をより具体的に説明するが、本発明は、もとより下記実施例に限定されるものではなく、前、後記の趣旨に適合し得る範囲で適当に変更を加えて実施することも可能であり、それらはいずれも本発明の技術的範囲に含まれるものである。   EXAMPLES Hereinafter, examples of the arc spot welded joint having excellent joint strength according to the present invention and a method for manufacturing the same will be described, and the present invention will be described more specifically. However, the present invention is not limited to the following examples. However, the present invention can be carried out with appropriate modifications within a range that can meet the gist of the preceding and following descriptions, all of which are included in the technical scope of the present invention.

「試験片の作製」
本実施例では、まず、下記表1に示すような、板厚:1.0〜2.3mm、引張強さ:1410〜1520MPaの高張力鋼板(日本鉄鋼連盟規格:CR1470、GI−HP)を用いた。これらの内、鋼板記号A1、A2としては、溶融亜鉛めっき高張力鋼板を用い、鋼板記号A3としては、アルミニウムめっき高張力鋼板を用いた。
"Production of specimens"
In this example, first, as shown in Table 1 below, a high-tensile steel plate (Japan Iron and Steel Federation standard: CR1470, GI-HP) having a thickness of 1.0 to 2.3 mm and a tensile strength of 1410 to 1520 MPa is used. Using. Among these, hot-dip galvanized high-tensile steel plates were used as the steel plate symbols A1 and A2, and aluminum-plated high-tensile steel plates were used as the steel plate symbol A3.

Figure 2013010139
Figure 2013010139

次に、上記強度試験用試験片を用いて、スポット溶接継手の十字引張試験方法(JIS Z3137)に基づき、図3に示すような十字状に各試験片を重ね合わせ、下記表2に示す各条件でアークスポット溶接法によって試験片同士を溶接し、溶接継手によって各サンプル片が接合されてなる十字引張試験片を作製した。この際、溶接ワイヤとして、(JIS Z3312に記載のYGW17を用いた。また、下記表2には、十字引張試験片とせん断引張試験片をアークスポット溶接した際の入熱(電流、電圧、時間で決まる)も示した。   Next, based on the cross-tension test method (JIS Z3137) for spot-welded joints, the test pieces were superposed in a cross shape as shown in FIG. The test pieces were welded to each other by an arc spot welding method under the conditions, and a cross tensile test piece in which each sample piece was joined by a welded joint was produced. At this time, YGW17 described in JIS Z3312 was used as a welding wire. Further, Table 2 below shows heat input (current, voltage, time when arc-cross welded with a cross tensile specimen and a shear tensile specimen. Also determined).

また、同様に、上記強度試験用試験片を用いて、スポット溶接継手のせん断引張試験方法(JIS Z3136)に基づき、図4に示すような平行に各試験片を重ね合わせ、下記表2に示す各条件でアークスポット溶接法によって試験片同士を溶接し、溶接継手によって各サンプル片が接合されてなるせん断引張試験片を作製した。   Similarly, using the above test pieces for strength test, the test pieces were superposed in parallel as shown in FIG. 4 based on the spot-welded joint shear tensile test method (JIS Z3136), and shown in Table 2 below. Test specimens were welded to each other by an arc spot welding method under each condition, and shear tensile test specimens were prepared by joining the sample specimens with welded joints.

さらに、同様にして作成した強度試験用試験片を、図3に示すように同鋼種の組合せで重ね合わせ、下記表2に示す各条件で、従来公知のスポット溶接法によって試験片同士を溶接し、サンプル片を作製した。この際、上記アークスポット溶接法で接合した試験片とは異なり、第1鋼板側への貫通孔は形成しなかった。   Further, strength test specimens prepared in the same manner are overlapped with a combination of the same steel types as shown in FIG. 3, and the test specimens are welded together by a conventionally known spot welding method under the conditions shown in Table 2 below. A sample piece was prepared. Under the present circumstances, unlike the test piece joined by the said arc spot welding method, the through-hole to the 1st steel plate side was not formed.

また、表面側および裏面側における溶接ビードのビード径W1、W2を測定し、この寸法を下記表2に示した。なお、下記表2中に示すビード径は、平面視において概略最大である方向のビード径を測定した。また、試験番号1、7、15、19については、スポット溶接によって形成されたナゲットの径を測定し、この寸法を下記表2に示した。
また、余盛部の平均厚み(平均高さ)については、まず、平面視において概略最大である方向のビード径の部位を切断し、図6に示すような断面写真を撮影した後、画像解析装置によって余盛部の面積を求め、この値をビード径で割ることで求めた。そして、この、余盛部の平均厚みの鋼板の板厚tに対する割合を、下記表3に示した。
Further, the bead diameters W1 and W2 of the weld beads on the front surface side and the back surface side were measured, and the dimensions are shown in Table 2 below. In addition, the bead diameter shown in following Table 2 measured the bead diameter of the direction which is a rough maximum in planar view. For test numbers 1, 7, 15, and 19, the diameter of the nugget formed by spot welding was measured, and the dimensions are shown in Table 2 below.
As for the average thickness (average height) of the surplus portion, first, a portion of the bead diameter in the direction that is approximately maximum in plan view is cut, and a cross-sectional photograph as shown in FIG. 6 is taken, and then image analysis is performed. It calculated | required by calculating | requiring the area of the surplus part with an apparatus and dividing this value by bead diameter. And the ratio with respect to the plate | board thickness t of this steel plate of the average thickness of this extra-banking part was shown in following Table 3.

Figure 2013010139
Figure 2013010139

「評価方法」
上記手順で得られたアークスポット溶接後の各試験片について、まず、表面側(第1鋼板)および裏面側(第2鋼板)における溶接ビード形状を目視にて確認するとともに、ビード形状不良ならびに溶接変形の有無を目視確認し、これらの結果を下記表3に示した。なお、下記表3においては、溶接ビード形状については「凸」、「凹」で結果を示し、また、ビード形状不良ならびに溶接変形の有無については、「OK」、「NG」で結果を示した。ここで、溶接ビード形状の「凸」とは、表裏ともに余盛が溶接部断面の全域で鋼板表面の位置と同等、または鋼板表面位置よりも高くなっている状態を指し、「凹」とは、表裏の余盛の少なくとも一部が、鋼板表面の位置よりも薄くなっている状態を指す。そして、溶接部断面において、表裏の余盛の内、薄い方の余盛の平均厚み(=余盛部の面積/ビード径)と、板厚の比を評価した結果を下記表3に示した。
"Evaluation method"
About each test piece after arc spot welding obtained by the above procedure, first, the weld bead shape on the front surface side (first steel plate) and the back surface side (second steel plate) is confirmed visually, and the bead shape defect and welding are also confirmed. The presence or absence of deformation was visually confirmed, and the results are shown in Table 3 below. In Table 3 below, the results are indicated by “convex” and “concave” for the weld bead shape, and the results are indicated by “OK” and “NG” for the presence or absence of the bead shape defect and weld deformation. . Here, the “convex” of the weld bead shape refers to a state in which the surplus on both the front and back sides is equal to or higher than the position of the steel plate surface throughout the weld cross section, and the “concave” means The state where at least part of the front and back surpluses is thinner than the position on the surface of the steel sheet is indicated. Table 3 below shows the results of evaluating the ratio of the average thickness of the thinner one of the inner and outer surpluses (= area of surplus part / bead diameter) and the plate thickness in the weld cross section. .

次に、得られた十字引張試験片について、スポット溶接継手の十字引張試験方法(JIS Z3137)に基づき、十字引張試験を実施した。この際、剥離方向、即ち、図3中の符号6で示すように、上側の試験片を上方向に、下側の試験片を下方向に、相互に剥離する方向で荷重を負荷することで十字引張試験を実施し、十字引張強さ(CTS)を測定し、結果を下記表3に示した。
また、同様に、得られたせん断引張試験片について、スポット溶接継手のせん断引張試験方法(JIS Z3136)に基づき、せん断引張試験を実施した。この際、せん断方向、即ち、図4中の符号7で示すように、それぞれの試験片を左右方向に、相互にせん断方向で荷重を負荷することでせん断引張試験を実施し、せん断引張強さ(TSS)を測定し、結果を下記表3に示した。
Next, a cross tension test was performed on the obtained cross tension test piece based on a cross tension test method for spot welded joints (JIS Z3137). At this time, by applying a load in the peeling direction, that is, as shown by reference numeral 6 in FIG. 3, the upper test piece is upward and the lower test piece is downward. A cross tensile test was performed and the cross tensile strength (CTS) was measured. The results are shown in Table 3 below.
Similarly, a shear tensile test was carried out on the obtained shear tensile test piece based on the spot welded joint shear tensile test method (JIS Z3136). At this time, as shown by the reference numeral 7 in FIG. 4, a shear tensile test was performed by applying a load in the shear direction to each test piece in the left-right direction and the shear tensile strength. (TSS) was measured and the results are shown in Table 3 below.

また、本実施例では、上記手順で得られたアークスポット溶接後の各試験片について、溶接ビード(溶接金属)および母材のビッカース硬さを測定した。この際、従来公知の測定方法により、まず、正四角錐ダイヤモンドからなる先端がピラミッド形の圧子を、試験片の溶接金属の表面に荷重F(N)で押し込み、除荷した後に圧子を当該部分から移動し、圧子でできたへこみの対角線の長さd(mm)から、表面積S(mm)を算出し、荷重F(N)を表面積S(mm)で除することにより、ビッカース硬さ(Hv)を求めた。また、同様の方法を用いて、高張力鋼板の母材についてもビッカース硬さ(Hv)を求め、これらの結果を下記表3に示した。 Moreover, in the present Example, the Vickers hardness of the weld bead (welded metal) and the base material was measured for each test piece after arc spot welding obtained by the above procedure. At this time, according to a conventionally known measurement method, first, a pyramid-shaped indenter made of a regular pyramid diamond is pushed into the weld metal surface of the test piece with a load F (N), and after unloading, the indenter is removed from the portion. Vickers hardness is calculated by calculating the surface area S (mm 2 ) from the length d (mm) of the diagonal line of the dent that has moved and indented and dividing the load F (N) by the surface area S (mm 2 ). (Hv) was determined. Moreover, the Vickers hardness (Hv) was calculated | required also about the base material of the high strength steel plate using the same method, and these results were shown in Table 3 below.

Figure 2013010139
Figure 2013010139

「評価結果」
表3に示す結果の内、試験番号2、3、5、9、10、17、20、21は本発明例であり、試験番号1、4、6〜8、11〜16、18、19、22は比較例である。これらの内、試験番号1〜14は、鋼種番号Bの表面にめっき処理を施していない高張力鋼板(CR1470)と、鋼種番号A1の表面に溶融亜鉛めっき処理が施された高張力鋼板(GI−HP)とを接合した例である。また、試験番号15〜18は、鋼種番号A2の表面に溶融亜鉛めっき処理が施された高張力鋼板(GI−HP)同士を接合した例である。また、試験番号19〜22は、鋼種番号A2の表面に溶融亜鉛めっき処理が施された高張力鋼板(GI−HP)と、鋼板記号A3の表面にアルミニウムめっき高張力鋼板(GI−HP)とを接合した例である。また、試験番号23〜25は、鋼種番号Bの表面に溶融亜鉛めっき処理が施されていない高張力鋼板(CR−1470)同士を接合した例である。また、試験番号1、7、15、19は、それぞれ、従来公知のスポット溶接法を用いて接合した例である。
"Evaluation results"
Among the results shown in Table 3, test numbers 2, 3, 5, 9, 10, 17, 20, 21 are examples of the present invention, and test numbers 1, 4, 6-8, 11-16, 18, 19, 22 is a comparative example. Among these, the test numbers 1 to 14 are a high-tensile steel plate (CR1470) in which the surface of steel type number B has not been plated, and a high-tensile steel plate (GI) in which the surface of steel type number A1 has been subjected to hot dip galvanizing treatment. -HP). Moreover, the test numbers 15-18 are the examples which joined high-tensile steel plate (GI-HP) by which the hot dip galvanization process was given to the surface of steel type number A2. Moreover, the test numbers 19-22 are the high-tensile steel plate (GI-HP) by which the surface of steel type number A2 was hot-dip galvanized, and the aluminum plating high-tensile steel plate (GI-HP) on the surface of the steel plate symbol A3. Is an example of joining. Moreover, the test numbers 23-25 are the examples which joined the high-tensile steel plate (CR-1470) to which the hot dip galvanization process is not given to the surface of the steel type number B. Test numbers 1, 7, 15, and 19 are examples of joining using a conventionally known spot welding method.

表3の結果に示すように、本発明で規定する炭素量を有した高張力鋼板を重ね合わせ、本発明で規定する各条件でアークスポット溶接を行った本発明例においては、何れの鋼種からなる高張力鋼板を用いた場合でも、十字引張強さおよびせん断引張強さの何れもが優れた特性を示し、継手強度に優れていることが明らかとなった。また、これら本発明例においては、溶接部(溶接ビード)における大きな溶接変形等も見られなかった。   As shown in the results of Table 3, in the present invention example in which high-strength steel sheets having carbon amounts defined in the present invention were overlapped and arc spot welding was performed under each condition defined in the present invention, from any steel type Even when a high-tensile steel plate is used, it was revealed that both the cross tensile strength and the shear tensile strength exhibited excellent characteristics and the joint strength was excellent. Further, in these examples of the present invention, no large welding deformation or the like was observed in the welded portion (weld bead).

一方、本発明で規定する範囲外の溶接条件でアークスポット溶接を行った比較例においては、何れの鋼種の高張力鋼板を用いた場合においても、十字引張強さ又はせん断引張強さの何れかが劣るものとなるか、あるいは、溶接ビードに溶接変形が生じる結果となった。   On the other hand, in the comparative example in which arc spot welding was performed under a welding condition outside the range specified in the present invention, either a cross tensile strength or a shear tensile strength was used when a high-tensile steel plate of any steel type was used. Is inferior, or welding deformation occurs in the weld bead.

試験番号1、7、19の比較例は、従来の抵抗スポット溶接法で高張力鋼板を溶接したものであるため、いずれも十字引張強さが劣る結果となった。
試験番号15の比較例は、従来の抵抗スポット溶接法で高張力鋼板を溶接したものであり、板厚が厚いために十字引張強さは確保されているものの、自動車車体等の溶接において実用的でない大型の電極を用いて大きなナゲットを形成する必要があった例である。
試験番号4、14の比較例では、シールドガスが本発明で規定する範囲外の成分となっていることから、表面側の溶接ビード形状が乱れた状態、具体的には、形状が円形状でなく、また、ピットも見られる状態となったため、ビード径の測定を実施しなかった。さらには、試験番号4、14は、裏面側にはビードが形成されず、何れも十字引張強さが劣る結果となった。
Since the comparative examples of Test Nos. 1, 7, and 19 were obtained by welding high-tensile steel plates by the conventional resistance spot welding method, all resulted in inferior cross tensile strength.
The comparative example of test number 15 is obtained by welding a high-tensile steel plate by a conventional resistance spot welding method, and although the cross tensile strength is secured because of the thick plate thickness, it is practical for welding automobile bodies and the like. This is an example in which a large nugget needs to be formed using a large electrode that is not.
In the comparative examples of Test Nos. 4 and 14, since the shielding gas is a component outside the range specified in the present invention, the surface-side weld bead shape is disordered, specifically, the shape is circular. No bead diameter was measured because no pits were seen. Furthermore, in Test Nos. 4 and 14, no bead was formed on the back surface side, and the results were inferior in cross tensile strength.

試験番号6、8、22、25の比較例では、第1鋼板に貫通孔を設けずにアークスポット溶接を行い、且つ、溶接条件が本発明の規定範囲外であったために貫通溶融ができず、裏面側には溶接ビードが形成されなかったことから、ビード形状が「NG」の評価であるとともに、十字引張強さ又はせん断引張強さの何れかが劣るものとなった。
試験番号11、18の比較例では、第1鋼板に形成する貫通孔が大きすぎたため、表面側のビード径W1が大きくなりすぎ、溶接変形が発生した。
試験番号12の比較例では、溶接ワイヤの選定等の条件が適切でなかったために、溶接金属硬さ(Hv)が高くなりすぎ、十字引張強さが劣る結果となった。
In the comparative examples of test numbers 6, 8, 22, and 25, arc spot welding was performed without providing a through hole in the first steel plate, and through-melting was not possible because the welding conditions were outside the specified range of the present invention. Since no weld bead was formed on the back side, the bead shape was evaluated as “NG”, and either the cross tensile strength or the shear tensile strength was inferior.
In the comparative examples of Test Nos. 11 and 18, since the through hole formed in the first steel plate was too large, the bead diameter W1 on the surface side became too large and welding deformation occurred.
In the comparative example of test number 12, since the conditions such as the selection of the welding wire were not appropriate, the weld metal hardness (Hv) was too high, and the cross tensile strength was inferior.

試験番号13の比較例では、表面側および裏面側における溶接ビードの形状が凹形状であることから、十字引張強さが劣る結果となった。
試験番号16の比較例では、第1鋼板に形成した貫通孔の直径が小さすぎるため、表面側のビード径が小さくなりすぎ、十字引張強さおよびせん断引張強さの何れもが劣る結果となった。
In the comparative example of Test No. 13, the shape of the weld bead on the front side and the back side was a concave shape, so that the cross tensile strength was inferior.
In the comparative example of test number 16, since the diameter of the through hole formed in the first steel plate is too small, the bead diameter on the surface side becomes too small, and both the cross tensile strength and the shear tensile strength are inferior. It was.

以上説明した実施例の結果より、本発明の継手強度に優れたアークスポット溶接継手およびその製造方法を用いることにより、特に、引張強さが980MPa級以上で板厚の薄い高張力鋼板をアークスポット溶接した場合であっても、高い十字引張強さおよびせん断引張強さの両方を確保でき、継手強度に優れたアークスポット溶接継手が得られることが明らかとなった。   From the results of the examples described above, by using the arc spot welded joint excellent in joint strength of the present invention and the manufacturing method thereof, particularly, a high-tensile steel sheet having a tensile strength of 980 MPa class or more and a thin plate thickness is arc spotted. It has been clarified that an arc spot welded joint having high joint strength and excellent joint strength can be obtained even in the case of welding.

本発明によれば、自動車用車体や部品等に用いる高張力鋼板をスポット溶接する際、良好な溶接作業性を確保しつつ、溶接金属の靱性や延性の低下を防止し、高い十字引張強さおよびせん断引張強さの両方が確保できるので、継手強度を向上させることが可能となる。従って、自動車分野等で高張力鋼板を適用することによる、車体全体の軽量化に伴う低燃費化や炭酸ガス(CO)の排出量削減、並びに衝突安全性の向上等のメリットを十分に享受することができ、その社会的貢献は計り知れない。 According to the present invention, when spot-welding high-tensile steel plates used for automobile bodies and parts, etc., while ensuring good welding workability, the weld metal toughness and ductility are prevented from being lowered, and high cross tensile strength is achieved. Since both the tensile strength and the shear tensile strength can be ensured, the joint strength can be improved. Therefore, by using high-strength steel sheets in the automotive field, etc., you can fully enjoy the benefits of lower fuel consumption, carbon dioxide (CO 2 ) emissions, and improved collision safety associated with weight reduction of the entire vehicle body. And its social contribution is immeasurable.

1…高張力鋼板、
1A…第1鋼板(高張力鋼板)、
11…貫通孔
11a…中心(貫通孔)、
11b…孔端(貫通孔)、
1B…第2鋼板(高張力鋼板)
3…溶接ビード(溶接金属)、
5…トーチ、
55…溶接ワイヤ、
10…アークスポット溶接継手、
t…板厚(高張力鋼板)、
W1…ビード径(第1鋼板)、
W2…ビード径(第2鋼板)、
d…直径(貫通孔)、
1 ... high-tensile steel plate,
1A ... 1st steel plate (high-tensile steel plate),
11 ... Through hole 11a ... Center (through hole),
11b ... hole end (through hole),
1B ... 2nd steel plate (high-tensile steel plate)
3 ... weld bead (welded metal),
5 ... Torch,
55 ... welding wire,
10: Arc spot welded joint,
t: Thickness (high-tensile steel plate),
W1 ... Bead diameter (first steel plate),
W2 ... Bead diameter (second steel plate),
d: Diameter (through hole),

Claims (6)

鋼板成分中の炭素量が0.07質量%以上とされた高張力鋼板が2枚重ね合わせられ、アークスポット溶接によって平面視略円形状の溶接ビードが形成されてなるアークスポット溶接継手であって、前記高張力鋼板の内、アークが照射される側を第1鋼板、他方を第2鋼板とし、該第2鋼板の裏面側まで溶融して形成され、且つ、前記第1鋼板および前記第2鋼板の各表面から突出するように形成された溶接ビードの、前記第1鋼板の表面におけるビード径をW1(mm)、前記第2鋼板の裏面におけるビード径をW2(mm)、前記高張力鋼板の板厚をt(mm)とした際、ビード径W1、W2および板厚tの各々の関係が、下記(1)〜(3)を満たし、さらに、前記高張力鋼板の母材硬度Hv(BM)と前記溶接ビード(溶接金属)の硬度Hv(WM)との関係が、下記(4)式を満たすことを特徴とする、継手強度に優れたアークスポット溶接継手。
2t(mm)≦W2(mm) ・・・・・(1)
W2(mm)<W1(mm)≦12t(mm){但し、W2>5tの場合} ・・・・・(2)
5t(mm)≦W1(mm)≦12t(mm){但し、2t≦W2≦5tの場合} ・・・・・(3)
0.7≦Hv(WM)/Hv(BM)≦1.2 ・・・・・(4)
{但し、上記(1)〜(4)式において、W1:第1鋼板の表面におけるビード径(mm)、W2:第2鋼板の表面におけるビード径(mm)、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚、Hv(BM):高張力鋼板の母材硬度(ビッカース硬さ)、Hv(WM):溶接ビード(溶接金属)の硬度(ビッカース硬さ)を示す。}
An arc spot welded joint in which two high-tensile steel plates having a carbon content of 0.07% by mass or more in a steel plate component are superposed and a weld bead having a substantially circular shape in plan view is formed by arc spot welding. Of the high-tensile steel plate, the side irradiated with the arc is the first steel plate, the other is the second steel plate, and is melted to the back side of the second steel plate, and the first steel plate and the second steel plate The weld bead formed so as to protrude from each surface of the steel plate has a bead diameter W1 (mm) on the surface of the first steel plate, a bead diameter on the back surface of the second steel plate W2 (mm), and the high-tensile steel plate. When the plate thickness is t (mm), the relationship between each of the bead diameters W1 and W2 and the plate thickness t satisfies the following (1) to (3), and the base material hardness Hv ( BM) and the weld bead (welded metal) Relationship between the degree Hv (WM), characterized in that satisfies the following equation (4), the arc spot welded joint having excellent joint strength.
2t (mm) ≤ W2 (mm) (1)
W2 (mm) <W1 (mm) ≦ 12 t (mm) {provided that W2> 5 t} (2)
5t (mm) ≦ W1 (mm) ≦ 12t (mm) {provided that 2t ≦ W2 ≦ 5t} (3)
0.7 ≦ Hv (WM) / Hv (BM) ≦ 1.2 (4)
{However, in the above formulas (1) to (4), W1: bead diameter (mm) on the surface of the first steel plate, W2: bead diameter (mm) on the surface of the second steel plate, t: plate thickness of the high-tensile steel plate (Mm): When the plate thickness of the first steel plate is different from that of the second steel plate, the plate thickness on the thinner side, Hv (BM): base material hardness (Vickers hardness) of high-tensile steel plate, Hv (WM): welding Indicates the hardness (Vickers hardness) of the bead (welded metal). }
前記高張力鋼板の板厚tが、0.5〜3.0mmの範囲であることを特徴とする、請求項1に記載の継手強度に優れたアークスポット溶接継手。   2. The arc spot welded joint with excellent joint strength according to claim 1, wherein a thickness t of the high-tensile steel plate is in a range of 0.5 to 3.0 mm. 請求項1または請求項2に記載のアークスポット溶接継手を製造する方法であって、
鋼板成分中の炭素量が0.07質量%以上である高張力鋼板を2枚重ね合わせ、アークスポット溶接によって平面視略円形状の溶接ビードを形成する際、前記高張力鋼板の内、アークが照射される側を第1鋼板、他方を第2鋼板とし、これら高張力鋼板の板厚をt(mm)、溶接前に前記第1鋼板に予め形成する貫通孔の直径をd(mm)とした際、前記板厚tと前記貫通孔の直径dとの関係を下記(5)式の範囲とし、
さらに、溶接時のシールドガスとして、Arガス、あるいは、Ar体積濃度が70%以上100%未満のArとCOの混合ガスを用いるとともに、溶接時のワイヤ狙い位置を、前記貫通孔の中心とするか、あるいは、前記貫通孔の中心から孔端の間で揺動させることを特徴とする、継手強度に優れるアークスポット溶接継手の製造方法。
d(mm)/t(mm)=3〜12 ・・・・・(5)
{但し、上記(5)式中において、d:第1鋼板に形成する貫通孔の直径(mm)、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
A method for producing an arc spot welded joint according to claim 1 or 2,
When two high-strength steel plates having a carbon content of 0.07% by mass or more in a steel plate component are overlapped and a weld bead having a substantially circular shape in plan view is formed by arc spot welding, The side to be irradiated is the first steel plate, the other is the second steel plate, the plate thickness of these high-tensile steel plates is t (mm), and the diameter of the through-hole formed in the first steel plate before welding is d (mm). The relationship between the plate thickness t and the diameter d of the through hole is within the range of the following formula (5),
Furthermore, Ar gas or a mixed gas of Ar and CO 2 having an Ar volume concentration of 70% or more and less than 100% is used as a shielding gas at the time of welding, and the wire target position at the time of welding is defined as the center of the through hole. Or a method of manufacturing an arc spot welded joint having excellent joint strength, characterized by rocking between the center of the through hole and the hole end.
d (mm) / t (mm) = 3-12 (5)
{However, in the above formula (5), d: diameter of the through hole formed in the first steel plate (mm), t: plate thickness of the high-tensile steel plate (mm); thickness of the first steel plate and the second steel plate If they are different, the plate thickness on either side is shown. }
前記高張力鋼板として、前記第1鋼板および前記第2鋼板の内の少なくとも何れか一方または両方に、表面に溶融または合金化の亜鉛めっき処理、あるいは、アルミニウムめっき処理を施した鋼板を用い、溶接時に重ね合わせる前記第1鋼板と前記第2鋼板との隙間Cを、下記(6)式で表される関係を満たす範囲とすることを特徴とする、請求項3に記載の継手強度に優れるアークスポット溶接継手の製造方法。
0.1(mm)≦C(mm)≦0.5t(mm) ・・・・・(6)
{但し、上記(6)式において、C:第1鋼板と第2鋼板との隙間、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
As the high-tensile steel plate, at least one or both of the first steel plate and the second steel plate is welded using a steel plate that has been subjected to galvanizing treatment or alloying treatment on the surface or aluminum plating. The arc excellent in joint strength according to claim 3, wherein the gap C between the first steel plate and the second steel plate that are sometimes overlapped is set to a range satisfying a relationship represented by the following expression (6). Manufacturing method of spot welded joint.
0.1 (mm) ≦ C (mm) ≦ 0.5 t (mm) (6)
{However, in the above formula (6), C: the gap between the first steel plate and the second steel plate, t: the plate thickness (mm) of the high-tensile steel plate; The thickness of the thin side is shown. }
請求項1または請求項2に記載のアークスポット溶接継手を製造する方法であって、
前記高張力鋼板として、前記第1鋼板および前記第2鋼板の内の少なくとも何れか一方または両方に、表面に溶融または合金化の亜鉛めっき処理を施した鋼板を用い、
鋼板成分中の炭素量が0.07質量%以上である高張力鋼板を2枚重ね合わせ、アークスポット溶接によって平面視略円形状の溶接ビードを形成する際、前記高張力鋼板の内、アークが照射される側を第1鋼板、他方を第2鋼板とし、これら高張力鋼板の板厚をt(mm)、溶接前に前記第1鋼板に予め形成する貫通孔の直径をd(mm)とした際、前記板厚tと前記貫通孔の直径dとの関係を下記(5)式の範囲とし、
さらに、溶接時のシールドガスとして、Oの体積濃度が2〜20%、O+COの体積濃度が35%以下の範囲である、Ar、CO、およびOの混合ガスを用いるとともに、溶接時のワイヤ狙い位置を、前記貫通孔の中心とするか、あるいは、前記貫通孔の中心から孔端の間で揺動させることを特徴とする、継手強度に優れるアークスポット溶接継手の製造方法。
d(mm)/t(mm)=3〜12 ・・・・・(5)
{但し、上記(5)式中において、d:第1鋼板に形成する貫通孔の直径(mm)、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
A method for producing an arc spot welded joint according to claim 1 or 2,
As the high-tensile steel plate, at least one or both of the first steel plate and the second steel plate, a steel plate that has been subjected to melting or alloying galvanizing treatment on the surface,
When two high-strength steel plates having a carbon content of 0.07% by mass or more in a steel plate component are overlapped and a weld bead having a substantially circular shape in plan view is formed by arc spot welding, The side to be irradiated is the first steel plate, the other is the second steel plate, the plate thickness of these high-tensile steel plates is t (mm), and the diameter of the through-hole formed in the first steel plate before welding is d (mm). The relationship between the plate thickness t and the diameter d of the through hole is within the range of the following formula (5),
Furthermore, as the shielding gas during welding, 2-20% volume concentration of O 2, the volume concentration of O 2 + CO 2 is in a range of less 35%, Ar, CO 2, and with a mixed gas of O 2 The manufacture of an arc spot welded joint with excellent joint strength, characterized in that the aiming position of the wire at the time of welding is set to the center of the through hole or from the center of the through hole to the end of the hole. Method.
d (mm) / t (mm) = 3-12 (5)
{However, in the above formula (5), d: diameter of the through hole formed in the first steel plate (mm), t: plate thickness of the high-tensile steel plate (mm); thickness of the first steel plate and the second steel plate If they are different, the plate thickness on either side is shown. }
さらに、溶接時に重ね合わせる前記第1鋼板と前記第2鋼板との隙間Cを、下記(6)式で表される関係を満たす範囲とすることを特徴とする、請求項5に記載の継手強度に優れるアークスポット溶接継手の製造方法。
0.1(mm)≦C(mm)≦0.5t(mm) ・・・・・(6)
{但し、上記(6)式において、C:第1鋼板と第2鋼板との隙間、t:高張力鋼板の板厚(mm);第1鋼板と第2鋼板の板厚が異なる場合は何れか薄い側の板厚を示す。}
Furthermore, the joint C according to claim 5, wherein the gap C between the first steel plate and the second steel plate that are overlapped at the time of welding is within a range that satisfies a relationship represented by the following expression (6). A method of manufacturing an arc spot welded joint that excels in resistance.
0.1 (mm) ≦ C (mm) ≦ 0.5 t (mm) (6)
{However, in the above formula (6), C: the gap between the first steel plate and the second steel plate, t: the plate thickness (mm) of the high-tensile steel plate; The thickness of the thin side is shown. }
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