JP2016032834A - Lap weld member, lap resistance seam-welding method for the same, and lap weld member for automobile comprising lap weld part - Google Patents

Lap weld member, lap resistance seam-welding method for the same, and lap weld member for automobile comprising lap weld part Download PDF

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JP2016032834A
JP2016032834A JP2014157092A JP2014157092A JP2016032834A JP 2016032834 A JP2016032834 A JP 2016032834A JP 2014157092 A JP2014157092 A JP 2014157092A JP 2014157092 A JP2014157092 A JP 2014157092A JP 2016032834 A JP2016032834 A JP 2016032834A
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steel plate
lap
nugget
nuggets
welding
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JP6379819B2 (en
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富士本 博紀
Hironori Fujimoto
博紀 富士本
鈴木 利哉
Toshiya Suzuki
利哉 鈴木
幸一 ▲濱▼田
幸一 ▲濱▼田
Koichi Hamada
高志 今村
Takashi Imamura
高志 今村
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Nippon Steel Corp
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Nippon Steel and Sumitomo Metal Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a lap weld member which can suppress breaking due to a low strain around a weld part at a lap portion when steel plate members including one or more high-strength steel plate members each including a martensitic structure are welded, and also to provide a lap resistance seam-welding method for the lap weld member and an automotive component comprising the lap weld member.SOLUTION: There is provided a lap weld member comprising a lap resistance seam-welding part. The lap weld member is formed by lapping and welding a plurality of steel plate members including one or more high-strength steel plate members each having a martensitic structure and having a tensile strength of 1,180 MPa or more. In the lap resistance seam-welding part of the lap weld member, nuggets formed by lap resistance seam-welding are present intermittently within the lapped steel plate members, and when the plate thickness of the high-strength steel plate members is defined as t (mm), the size N (mm) of the nugget in a direction in which the nuggets are formed intermittently lies in the range of 2√t≤N≤12√t, and a difference between a maximum value and a minimum value of Vickers hardness of adjacent nuggets among the nuggets is Hv70 or less.SELECTED DRAWING: Figure 3

Description

本発明は、複数の鋼板部材が重ね合わされて接合された重ね溶接部材、重ね抵抗シーム溶接方法及び重ね溶接部を備える自動車用重ね溶接部材に関する。   The present invention relates to a lap weld member in which a plurality of steel plate members are overlapped and joined, a lap resistance seam welding method, and a lap weld member for an automobile including a lap weld.

これまで、鋼板から形成された複数の鋼板部材を用いて構成される構造物では、機能や使用環境に応じて、鋼板部材同士を重ね合せた重ね合せ部に対して、抵抗スポット溶接によって、ナゲットを有するスポット溶接部を形成することにより、複数の鋼板部材が接合された重ね溶接部材を構成することが広く行われてきた。例えば、モノコック構造を有する自動車車体では、衝突安全性及び燃費を向上させるために、高強度鋼板を含む鋼板部材を重ね合せ、フランジ(重ね合せ部)を抵抗スポット溶接することが一般的に行われてきた。   Up to now, in a structure composed of a plurality of steel plate members formed from steel plates, depending on the function and usage environment, the nugget is applied by resistance spot welding to the overlapped portion where the steel plate members are overlapped with each other. It has been widely performed to form a lap welded member in which a plurality of steel plate members are joined by forming a spot welded portion having the following. For example, in an automobile body having a monocoque structure, in order to improve collision safety and fuel consumption, it is generally performed that steel plate members including high-strength steel plates are overlapped and a flange (overlap portion) is resistance spot welded. I came.

一方、自動車車体の構成材料として、近年、高強度鋼板の適用が進み、引張強度が1180MPa級以上の高強度鋼板の冷間プレス品や、1500MPa級のホットスタンプ鋼板の熱間プレス品も用いられるようになってきた。   On the other hand, as a constituent material of an automobile body, in recent years, application of high-strength steel plates has progressed, and cold-pressed products of high-strength steel plates having a tensile strength of 1180 MPa class or higher and hot-pressed products of hot stamped steel plates of 1500 MPa class are also used. It has become like this.

このような高強度鋼板は、焼入れされたマルテンサイト主体の金属組織を有する。このため、スポット溶接により溶接部を形成すると、溶接部の周囲には、マルテンサイトが焼き戻しされた焼戻しマルテンサイトが生じ、硬さが低下する。例えば、1500MPa級ホットスタンプ材の場合、母材の硬さはHv460程度であるが、溶接部周囲の熱影響部(heat-affected zone、以下「HAZ」という)の硬さは、局所的にHv300程度まで低下する。   Such a high-strength steel sheet has a hardened martensite-based metal structure. For this reason, when a welded portion is formed by spot welding, tempered martensite in which martensite is tempered is generated around the welded portion, and the hardness is reduced. For example, in the case of a 1500 MPa class hot stamp material, the hardness of the base material is about Hv460, but the hardness of the heat-affected zone (hereinafter referred to as “HAZ”) around the weld is locally Hv300. Decrease to a degree.

このようなスポット溶接部の周囲のHAZ軟化部は、車両の衝突時に、車体を構成する鋼板部材の破断の起点になることがある。例えば、フランジにスポット溶接部を形成した1500MPa級のホットスタンプ材からなるレインフォースを備えるセンターピラーでは、側面衝突試験において、フランジのスポット溶接部の周囲のHAZ軟化部から、き裂が入り、センターピラーが破断することがある。   Such a HAZ softened portion around the spot welded portion may become a starting point of breakage of the steel plate member constituting the vehicle body when the vehicle collides. For example, in a center pillar equipped with a 1500 MPa class hot stamp material with a spot weld on the flange, a crack enters the HAZ softened part around the flange spot weld in the side impact test. The pillar may break.

このようなスポット溶接によるHAZ軟化部を起点とした破断現象は、引張強度が1180MPaを越える高強度鋼板で発生し、特に、水冷機能を有する連続焼鈍設備で焼入れ組織を形成した引張強さ1180MPa以上の高強度鋼板や、熱間プレスで成形したホットスタンプ材(高強度鋼板部材)のスポット溶接部において顕著に発生する。   Such a fracture phenomenon starting from the HAZ softened portion by spot welding occurs in a high-strength steel sheet having a tensile strength exceeding 1180 MPa, and in particular, a tensile strength of 1180 MPa or more in which a quenching structure is formed in a continuous annealing facility having a water cooling function. This phenomenon occurs remarkably in spot welds of high strength steel plates and hot stamping materials (high strength steel plate members) formed by hot pressing.

この対策として、非特許文献1には、ホットスタンプにより形成されるAピラーにおける衝突による破断の危険がある部分を、ホットスタンプ時に行う熱処理によって母材の強度を低下させることによって、抵抗スポット溶接が行われてもHAZ軟化を生じず、HAZ軟化部を起点とする構造部材の破断を防止する方法が開示されている。   As a countermeasure, Non-Patent Document 1 discloses resistance spot welding by reducing the strength of a base material by a heat treatment performed at the time of hot stamping on a portion that is likely to break due to collision in an A pillar formed by hot stamping. Even if it is carried out, a method for preventing breakage of a structural member starting from the HAZ softened portion without causing HAZ softening is disclosed.

また、非特許文献2には、ホットスタンプにより形成されるBピラーのフランジ部を高周波加熱による焼戻しによって母材の強度を低下し、抵抗スポット溶接を行なってもHAZ軟化が生じず、HAZ軟化部を起点とする構造部材の破断を防止する方法が開示されている。   Non-Patent Document 2 discloses that the strength of the base material is reduced by tempering the B pillar formed by hot stamping by high-frequency heating, and HAZ softening does not occur even when resistance spot welding is performed. A method for preventing breakage of a structural member starting from the above is disclosed.

さらに、特許文献1には、高強度鋼板をスポット溶接して、その後、スポット溶接部を横断してレーザを照射することで、スポット溶接部周囲のHAZ軟化部を分断し、ひずみの集中を緩和することで破断を抑制する技術が開示されている。また、非特許文献3には、自動車車体へ抵抗シーム溶接を適用する技術が開示されている。また、特許文献2には、シーム溶接部の内部欠陥を防止し溶接品質を向上させる技術が開示されている。   Furthermore, in Patent Document 1, high-strength steel plates are spot-welded, and then irradiated with laser across the spot-welded part, thereby dividing the HAZ softened part around the spot-welded part and reducing the concentration of strain. Thus, a technique for suppressing breakage is disclosed. Non-Patent Document 3 discloses a technique for applying resistance seam welding to an automobile body. Patent Document 2 discloses a technique for preventing an internal defect of a seam weld and improving welding quality.

国際公開第2014/024997号International Publication No. 2014/024997 特開平11−077326号公報Japanese Patent Application Laid-Open No. 11-073326

Tailored Properties for Press-hardened body parts Dr.Camilla Wastlund, Automotive Circle International, Insight edition 2011Ultra-high strength steels in car body lightweight design-current challenges and future potentialTailored Properties for Press-hardened body parts Dr. Camilla Wastlund, Automotive Circle International, Insight edition 2011 Ultra-high strength steels in car body lightweight design-current challenges and future potential http://publications.lib.chalmers.se/records/fulltext/144308.pdfhttp://publications.lib.chalmers.se/records/fulltext/144308.pdf http://www.mitsubishi-motors.com/jp/corporate/pressrelease/products/detail1761.htmlhttp://www.mitsubishi-motors.com/jp/corporate/pressrelease/products/detail1761.html

しかしながら、非特許文献1に開示された、Aピラーの部位ごとに強度を調整する方法は、Aピラーの比較的広い範囲に低強度部が不可避的に形成されることになる。このため、高い強度を得られるというホットスタンプの効果を充分に享受することができず、軽量化の効果も限定的なものとなる。加えて、この方法では、焼入れ領域と未焼き入れ領域の間に不可避的に形成される比較的広い遷移領域において、強度特性がばらつき易く、Aピラーの衝突性能にばらつきを生じる可能性がある。   However, the method disclosed in Non-Patent Document 1 for adjusting the strength for each portion of the A pillar inevitably forms a low strength portion in a relatively wide range of the A pillar. For this reason, the effect of the hot stamp that high strength can be obtained cannot be fully enjoyed, and the effect of weight reduction is also limited. In addition, in this method, the strength characteristics are likely to vary in a relatively wide transition region inevitably formed between the quenched region and the unquenched region, and there is a possibility that the collision performance of the A pillar varies.

また、非特許文献2に開示された、ホットスタンプ後にBピラーのフランジを高周波加熱により焼き戻す方法は、Bピラーが高周波加熱により発生する熱ひずみにより変形して、寸法精度が低下する可能性がある。Bピラーに限らず、Aピラー、ルーフレールといったドアー開口部周りに配置される構造部材は、例えば、ドアーパネルとの隙間が、ドアーパネル全周にわたって均一となるように建て付け精度を確保する必要がある。このため、非特許文献2に開示された技術をドアー開口部周りの構造部材に適用すると、ドアー開口部周りに配置される構造部材の寸法精度が低下し、車両の外観品質が確保できなくなる。   Further, the method disclosed in Non-Patent Document 2 for tempering the flange of the B pillar by high-frequency heating after hot stamping may cause the B pillar to be deformed by thermal strain generated by the high-frequency heating, resulting in a decrease in dimensional accuracy. is there. Not only the B-pillar but also the structural members arranged around the door opening, such as the A-pillar and roof rail, for example, it is necessary to ensure the installation accuracy so that the gap with the door panel is uniform over the entire circumference of the door panel. is there. For this reason, when the technique disclosed in Non-Patent Document 2 is applied to a structural member around the door opening, the dimensional accuracy of the structural member arranged around the door opening is lowered, and the appearance quality of the vehicle cannot be ensured.

一方、自動車車体の設計段階において、衝突時におけるフランジのスポット溶接部のHAZ軟化部が、破断ひずみに達することがないように、Bピラー等の構造部材を設計することが考えられる。しかし、このような設計を行うことは、構造部材を構成する鋼板の板厚の増加やレインフォースメントの追加が生じて、自動車車体のコストや重量が増加するため、困難である。   On the other hand, in the vehicle body design stage, it is conceivable to design a structural member such as a B pillar so that the HAZ softened portion of the spot welded portion of the flange at the time of collision does not reach fracture strain. However, it is difficult to perform such a design because an increase in the thickness of the steel plate constituting the structural member and the addition of reinforcement occur, thereby increasing the cost and weight of the automobile body.

特許文献1に開示された技術は、スポット溶接工程とレーザ溶接工程を順次行なう必要があるため、工程数の増加によるコストアップの問題がある。   Since the technique disclosed in Patent Document 1 needs to sequentially perform a spot welding process and a laser welding process, there is a problem of an increase in cost due to an increase in the number of processes.

また、非特許文献3には、自動車車体へ抵抗シーム溶接を適用する技術が開示されているが、シーム溶接の狙いは車両の剛性向上であり、1180MPa級以上のマルテンサイト主体の高強度鋼板は、シーム溶接部に使用されていない。そして、上記技術は、高強度鋼板の溶接部のHAZ軟化による破断を防止する効果を狙ったものではない。また、非特許文献3の図において、シーム溶接部の溶融凝固部であるナゲットは繋がっており、このようなシーム溶接部では、溶接欠陥が発生しやすくなり、ナゲット内で破断しやすくなる。   Non-Patent Document 3 discloses a technique for applying resistance seam welding to an automobile body, but the aim of seam welding is to improve the rigidity of the vehicle. Not used for seam welds. And the said technique is not aimed at the effect which prevents the fracture | rupture by the HAZ softening of the welding part of a high strength steel plate. Moreover, in the figure of nonpatent literature 3, the nugget which is the melt solidification part of a seam weld part is connected, and in such a seam weld part, it becomes easy to generate a welding defect and it will become easy to fracture within a nugget.

また、特許文献2には、アルミ合金めっき鋼板におけるシーム溶接部の内部欠陥(ブローホール)を防止し、溶接品質を向上させるために、高電流と低電流を繰り返し通電するシーム溶接技術が開示されている。特許文献2に開示された技術は、機密性が必要な燃料タンクを対象としたものであり、ナゲットが連続して繋がるように、シーム溶接することが前提である。大きなナゲットと小さなナゲットを交互に生成させることで、ブローホールと電極の汚れをともに抑制する方法である。しかしながら、高強度鋼板の場合、特許文献2に開示の技術のように、ナゲットが連続した繋がった溶接部では、ナゲット内部に割れなど欠陥が発生しやすく、ナゲット内で破断しやすくなる。   Patent Document 2 discloses a seam welding technique in which a high current and a low current are energized repeatedly in order to prevent internal defects (blow holes) in seam welds in an aluminum alloy plated steel sheet and improve welding quality. ing. The technique disclosed in Patent Document 2 is intended for a fuel tank that requires confidentiality, and is premised on seam welding so that nuggets are continuously connected. In this method, large nuggets and small nuggets are alternately generated to prevent both blowholes and electrode contamination. However, in the case of a high-strength steel plate, as in the technique disclosed in Patent Document 2, in a welded portion where nuggets are continuously connected, defects such as cracks are likely to occur inside the nugget, and breakage is likely to occur within the nugget.

本発明は、このような課題に鑑みてなされたものであり、マルテンサイト組織を含む高強度鋼板部材を1枚以上含む鋼板部材を溶接により接合した場合に、重ね合せ部の溶接部周辺にて、低歪みで破断することを抑制することが可能な重ね溶接部材、その重ね抵抗シーム溶接方法及び重ね溶接部を備える自動車用重ね溶接部材を提供することを目的とする。   The present invention has been made in view of such a problem. When a steel plate member including one or more high-strength steel plate members including a martensite structure is joined by welding, around the welded portion of the overlapped portion. An object of the present invention is to provide a lap weld member capable of suppressing breakage with low strain, a lap resistance seam welding method thereof, and a lap weld member for an automobile including a lap weld portion.

本発明者らは、複数の鋼板から形成された鋼板部材が接合される重ね溶接部材において、重ね合わせ部を溶接する方法を鋭意検討した。その結果、抵抗スポット溶接の代わりに、抵抗シーム溶接で、断続的な溶融凝固部(以下「ナゲット」という)を形成し、かつ断続的なナゲットの間を焼入れ組織とすることで、溶接部での破断を抑制し、強度信頼性の高い溶接部を得ることができることを知見して、本発明を完成した。   The inventors of the present invention diligently studied a method for welding overlapping portions in a lap weld member to which steel plate members formed from a plurality of steel plates are joined. As a result, instead of resistance spot welding, resistance seam welding is used to form intermittent melted and solidified portions (hereinafter referred to as “nuggets”), and between the intermittent nuggets to form a quenched structure. As a result, it was found that a weld with high strength reliability can be obtained.

本発明の要旨は、以下の通りである。
(1)マルテンサイト組織を有する引張強さ1180MPa以上の高強度鋼板部材を1枚以上含む、複数の鋼板部材が重ね合わされて接合された重ね溶接部材であって、
重ね合わせられた前記鋼板部材の内部に重ね抵抗シーム溶接により形成されたナゲットが断続的に存在し、断続的にナゲットが形成される方向でのナゲットの大きさN(mm)が、前記高強度鋼板部材の板厚をt(mm)とすると、2√t≦N≦12√tであり、かつ前記ナゲットのうち隣接するナゲット間のビッカース硬さの最大値と最小値の差がHv70以下である重ね抵抗シーム溶接部を備えることを特徴とする重ね溶接部材。
(2)前記高強度鋼板部材がホットスタンプ処理された部材であることを特徴とする前記(1)に記載の重ね溶接部材。
(3)前記(1)又は(2)に記載の重ね溶接部を備えることを特徴とする自動車用重ね溶接部材。
(4)マルテンサイト組織を有する引張強さ1180MPa以上の高強度鋼板部材を1枚以上含む、複数の鋼板部材が重ね合わされて接合される重ね抵抗シーム溶接方法であって、
高電流と低電流(0を含む)を交互に繰り返して通電して、ナゲットを断続的に形成するとともに、断続的にナゲットが形成される方向でのナゲットの大きさN(mm)が、前記高強度鋼板部材の板厚をt(mm)とすると、2√t≦N≦12√tであり、かつ前記ナゲットの間の最高到達温度が前記高強度鋼板のAc3点以上の温度となるように前記通電して、前記ナゲットのうち隣接するナゲット間のビッカース硬さの最大値と最小値の差がHv70以下とすることを特徴とする重ね抵抗シーム溶接方法。
(5)前記高強度鋼板部材がホットスタンプ処理された部材であることを特徴とする前記(4)に記載の重ね抵抗シーム溶接方法。
(6)前記(4)又は(5)に記載の鋼板が自動車部材であることを特徴とする重ね抵抗シーム溶接方法。
The gist of the present invention is as follows.
(1) A lap weld member in which a plurality of steel plate members including one or more high strength steel plate members having a martensite structure and having a tensile strength of 1180 MPa or more are overlapped and joined,
The nugget formed by lap resistance seam welding is intermittently present inside the superposed steel plate member, and the nugget size N (mm) in the direction in which the nugget is intermittently formed is the high strength. When the thickness of the steel plate member is t (mm), 2√t ≦ N ≦ 12√t, and the difference between the maximum value and the minimum value of Vickers hardness between adjacent nuggets among the nuggets is Hv70 or less. A lap weld member comprising a lap resistance seam weld.
(2) The lap weld member according to (1), wherein the high-strength steel plate member is a member subjected to hot stamping.
(3) A lap weld member for automobiles, comprising the lap weld portion according to (1) or (2).
(4) A lap resistance seam welding method in which a plurality of steel plate members including one or more high-strength steel plate members having a martensite structure and a tensile strength of 1180 MPa or more are overlapped and joined,
A high current and a low current (including 0) are alternately and repeatedly energized to form the nugget intermittently, and the size N (mm) of the nugget in the direction in which the nugget is intermittently formed is Assuming that the thickness of the high-strength steel plate member is t (mm), 2√t ≦ N ≦ 12√t, and the highest temperature reached between the nuggets is equal to or higher than the Ac3 point of the high-strength steel plate. And the difference between the maximum value and the minimum value of Vickers hardness between adjacent nuggets among the nuggets is set to Hv 70 or less.
(5) The lap resistance seam welding method according to (4), wherein the high-strength steel plate member is a member subjected to hot stamping.
(6) The lap resistance seam welding method, wherein the steel sheet according to (4) or (5) is an automobile member.

本発明によれば、マルテンサイト組織を有する高強度鋼板部材を1枚以上含む、複数の鋼板部材を重ね合わせて溶接した構造物において、重ね合わせ部の溶接部が低ひずみで破断することを抑制できる。そのため、衝突時の乗員保護性能に優れた高強度の自動車用重ね溶接部材を提供できる。   According to the present invention, in a structure in which a plurality of steel plate members including one or more high-strength steel plate members having a martensite structure are overlapped and welded, the welded portion of the overlapped portion is prevented from breaking at low strain. it can. Therefore, it is possible to provide a high-strength lap-welded member for automobiles excellent in passenger protection performance at the time of collision.

フランジに形成されたスポット溶接の周囲のHAZ軟化部にひずみが集中し破断した例を示す図である。It is a figure which shows the example which distortion concentrated on the HAZ softening part around the spot welding formed in the flange, and fractured. 引張試験片を示す図である。(a)はスポット溶接で3枚の鋼板を接合した引張試験片A、(b)は断続的に通電するシーム溶接でナゲットを断続的にして3枚の鋼板を接合した引張試験片B、(c)は高電流と低電流を交互に繰り返して通電するシーム溶接でナゲットを断続的にして3枚の鋼板を接合した引張試験片Cを示す図である。It is a figure which shows a tensile test piece. (A) is a tensile test piece A in which three steel plates are joined by spot welding, (b) is a tensile test piece B in which nuggets are intermittently joined by seam welding to intermittently energize and three steel plates are joined, ( c) is a diagram showing a tensile test piece C in which three steel plates are joined by intermittently nugget welding by seam welding in which a high current and a low current are alternately repeated. 硬さ調査位置と硬さ分布を示す図である。(a)は引張試験片Aの硬さ調査位置と硬さ分布、(b)は引張試験片Bの硬さ調査位置と硬さ分布、(c)は引張試験片Cの硬さ調査位置と硬さ分布を示す図である。It is a figure which shows a hardness investigation position and hardness distribution. (A) is the hardness investigation position and hardness distribution of the tensile specimen A, (b) is the hardness investigation position and hardness distribution of the tensile specimen B, and (c) is the hardness investigation position of the tensile specimen C. It is a figure which shows hardness distribution. 破断した引張試験片を示す図である。It is a figure which shows the fracture | ruptured tensile test piece. 引張試験における荷重−伸び線図である。It is a load-elongation line figure in a tension test. 本発明をセンターピラーに適用した状況を示す図である。It is a figure which shows the condition which applied this invention to the center pillar. 本発明をサイドシルに適用した状況を示す図である。It is a figure which shows the condition which applied this invention to the side sill. 本発明をAピラーからルーフレールに適用した状況を示す図である。It is a figure which shows the condition which applied this invention to the roof rail from A pillar. ナゲットが連続しているシーム溶接で鋼板を接合した比較例の試験片を示す図である。It is a figure which shows the test piece of the comparative example which joined the steel plate by the seam welding with which the nugget is continuing.

図面を参照しながら、本発明を説明する。
本発明は、マルテンサイト組織を有する高強度鋼板部材を1枚以上含んでいる複数の鋼板部材の接合に、これまで用いられてきた抵抗スポット溶接に代わり、抵抗シーム溶接を用い、衝突時に引張荷重が付与されると想定される方向と略平行方向にナゲットが断続的に配置された所定の溶接部を得るものである。それにより、割れなどの欠陥のない良好な溶接部を得ることができ、溶接部にて低歪みで破断することを防止し、高強度鋼板部材やホットスタンプ材が有する高強度を充分に発揮させることができる。
The present invention will be described with reference to the drawings.
The present invention uses resistance seam welding instead of resistance spot welding that has been used so far to join a plurality of steel plate members including one or more high-strength steel plate members having a martensite structure, and a tensile load at the time of collision. A predetermined weld is obtained in which nuggets are intermittently arranged in a direction substantially parallel to the direction assumed to be applied. As a result, a good weld without defects such as cracks can be obtained, and it is possible to prevent the weld from being broken at low strain and to fully exhibit the high strength of a high-strength steel plate member or hot stamp material. be able to.

まず、本発明の重ね溶接部材を詳細に説明する。
本発明は、例えば、引張強度が1180MPa級以上の、マルテンサイト組織を有する高強度鋼板部材や、ホットスタンプで成形されてマルテンサイト組織を有する高強度鋼板部材を1枚以上含む、複数の鋼板部材を重ね合わせて、それらを重ね抵抗シーム溶接することにより、前記鋼板部材の内部(重ね合わせ部)に断続的なナゲットが形成された重ね溶接部材であり、溶接部が低ひずみで破断することを抑制するために、個々のナゲットの大きさ、ナゲット間のビッカース硬さの最大値と最小値の差を次のようにする。なお、高強度鋼板部材とは、鋼板を素材として、所定の輪郭に切断された部材や、所定の形状に加工された部材(例えば、プレス成形品)などである。
First, the lap weld member of the present invention will be described in detail.
The present invention includes, for example, a plurality of steel plate members including one or more high-strength steel plate members having a martensite structure having a tensile strength of 1180 MPa class or more, and one or more high-strength steel plate members formed by hot stamping and having a martensite structure. Is a lap welded member in which intermittent nuggets are formed inside the steel plate member (overlapping part) by lap resistance seam welding, and the welded part breaks at low strain. In order to suppress, the size of each nugget and the difference between the maximum value and the minimum value of Vickers hardness between the nuggets are set as follows. The high-strength steel plate member is a member cut into a predetermined contour using a steel plate as a raw material, a member processed into a predetermined shape (for example, a press-formed product), or the like.

(ナゲットの大きさN(mm):2√t≦N≦12√t)
本発明の重ね抵抗シーム溶接部では、ナゲットが断続的に形成され、断続的にナゲットが形成される方向のナゲットの大きさN(mm)が、高強度鋼板部材の板厚をt(mm)とすると、2√t≦N≦12√tである。これは、ナゲットの大きさが2√t未満の場合、ナゲットが小さいため継手の強度が不足するためである。また、ナゲットの大きさが12√tより大きくなると、炭素量がおおむね0.14質量%を超える高強度鋼板の場合、溶接中に、固液共存温度域が増加する作用と、高温域で硬さが低下した領域が広がるため、電極の加圧により通電中の溶接部の変形が大きくなる影響が重畳することで、ナゲット内に凝固割れ、ひけ巣などの内部欠陥が発生しやすくなる。好ましくは、5√t≦N≦10√tである。
(Nugget size N (mm): 2√t ≦ N ≦ 12√t)
In the lap resistance seam weld of the present invention, the nugget is intermittently formed, and the size N (mm) of the nugget in the direction in which the nugget is intermittently formed is the thickness of the high-strength steel plate member t (mm). Then, 2√t ≦ N ≦ 12√t. This is because when the nugget size is less than 2√t, the nugget is small and the strength of the joint is insufficient. In addition, when the nugget size is larger than 12√t, in the case of a high-strength steel sheet having a carbon content generally exceeding 0.14% by mass, the solid-liquid coexistence temperature range increases during welding, and the hardness increases in the high temperature range. Since the region where the thickness is lowered is widened, the influence of increasing the deformation of the welded portion due to the pressurization of the electrode is superimposed, so that internal defects such as solidification cracks and shrinkage nests are likely to occur in the nugget. Preferably, 5√t ≦ N ≦ 10√t.

複数の高強度鋼板部材同士を重ねて抵抗シーム溶接する場合は、ナゲットの大きさは、それぞれの高強度鋼板部材の板厚に対して、2√t≦N≦12√tを満たす必要がある。なお、一般に、シーム溶接が多く用いられる燃料タンク(素材は低強度の鋼板)では、気密性の確保のため連続的な溶融凝固部が形成されている。   When a plurality of high-strength steel plate members are overlapped and resistance seam welding is performed, the size of the nugget needs to satisfy 2√t ≦ N ≦ 12√t with respect to the thickness of each high-strength steel plate member. . In general, in a fuel tank (a raw material is a low-strength steel plate) in which seam welding is often used, a continuous melt-solidified portion is formed in order to ensure airtightness.

(隣接するナゲット間のビッカース硬さの最大値と最小値の差:Hv70以下)
本発明では、高強度鋼板部材における衝突時の破断抑制のために、断続的なナゲットを形成し、さらに、高強度鋼板部材に断続的に形成されたナゲットと、それと隣接するナゲットの間において、ビッカース硬さの最大値と最小値の差をHv70以下とする。
(Difference between maximum and minimum values of Vickers hardness between adjacent nuggets: Hv 70 or less)
In the present invention, in order to suppress breakage at the time of collision in the high-strength steel plate member, an intermittent nugget is formed, and further, between the nugget intermittently formed in the high-strength steel plate member and the nugget adjacent thereto, The difference between the maximum value and the minimum value of Vickers hardness is set to Hv 70 or less.

これは、断続的なナゲット形成で、割れ、ひけ巣などの欠陥を抑制するとともに、重ね抵抗シーム溶接部において、他の部位より大幅に軟化した組織の生成を防止することで、HAZ軟化による破断起点の形成を防止するためである。ナゲットとナゲットの間の熱影響部に、局部的にHv70以上軟化した領域ができると、部品の破断伸びの低下が顕著となる。硬さ低下は、Hv40以下に抑えることがより望ましい。なお、ナゲットが断続的に配置された方向と直行する方向には、Hv70以上軟化された領域は形成されるが、想定荷重方向とは一致しないため、小さい歪みで破断しない。   This is an intermittent nugget formation, which suppresses defects such as cracks and shrinkage nests, and prevents the formation of a structure that is significantly softer than other parts in the lap resistance seam weld, thereby breaking due to HAZ softening This is to prevent the formation of the starting point. When a region softened locally by Hv70 or more is formed in the heat-affected zone between the nugget and the nugget, the decrease in the elongation at break of the part becomes remarkable. It is more desirable to suppress the hardness reduction to Hv 40 or less. A region softened by Hv 70 or more is formed in a direction perpendicular to the direction in which the nuggets are intermittently arranged, but does not coincide with the assumed load direction and thus does not break with a small strain.

次に、本発明の重ね抵抗シーム溶接方法を詳細に説明する。
本発明は、マルテンサイト組織を有する高強度鋼板部材を1枚以上含んでいる複数の鋼板部材が重ね合わされて接合される重ね抵抗シーム溶接方法であるが、上述した本発明の重ね溶接部材とするために、鋼板に対して通電を次のようにする。
Next, the lap resistance seam welding method of the present invention will be described in detail.
The present invention is a lap resistance seam welding method in which a plurality of steel plate members including one or more high-strength steel plate members having a martensite structure are overlapped and joined. Therefore, the energization is performed on the steel sheet as follows.

抵抗シーム溶接は、銅合金製のローラ電極を用いて加圧し、かつ通電しながら電極を回転させ、素材を溶接する方法である。このための抵抗シーム溶接機には、直流インバータ型、交流インバータ型及び単相交流型がある。本発明は、これらいずれの型の抵抗シーム溶接機も使用できるが、トランスを小型化でき、ロボットへの搭載が容易な直流インバータ型を使用することが自動車車体の溶接に望ましい。   Resistance seam welding is a method in which a material is welded by applying pressure using a roller electrode made of a copper alloy and rotating the electrode while energizing. Resistance seam welders for this purpose include a DC inverter type, an AC inverter type, and a single-phase AC type. Any of these types of resistance seam welders can be used in the present invention. However, it is desirable to use a DC inverter type that can reduce the size of the transformer and can be easily mounted on a robot.

本発明に使用するローラ電極は特に限定されないが、銅合金製で直径が30〜300mm、電極先端幅が5〜15mm、電極先端R(曲率半径)が8〜50mm程度のものやフラット(曲率半径が無限大)であるものが例示される。例えば、薄い鋼板と、厚い鋼板、厚い鋼板の3枚を重ね合わせた部位の場合、ナゲットを形成しにくい薄い鋼板側で、ナゲットの形成を促進するために、厚い鋼板側に比べ薄い鋼板側の電極先端R、電極の直径、及び、電極先端幅を小さくする。溶接の加圧力は200〜1000kgf、電流値は3〜18kA、溶接速度は1〜10m/minの範囲が例示される。   The roller electrode used in the present invention is not particularly limited, but is made of a copper alloy and has a diameter of 30 to 300 mm, an electrode tip width of 5 to 15 mm, an electrode tip R (curvature radius) of about 8 to 50 mm, or a flat (curvature radius). Is infinite). For example, in the case where a thin steel plate, a thick steel plate, and a thick steel plate are overlapped, in order to promote nugget formation on the thin steel plate side where it is difficult to form a nugget, The electrode tip R, the electrode diameter, and the electrode tip width are reduced. The welding pressure is 200 to 1000 kgf, the current value is 3 to 18 kA, and the welding speed is 1 to 10 m / min.

ナゲットとナゲットの間において、ビッカース硬さの最大値と最小値の差が、Hv70以下となるマルテンサイト主体の組織とするためには、溶接中に、ナゲットとナゲットの間における鋼板(部材)の最高到達温度を高強度鋼板のAc3点(例えば、1500MPa級ホットスタンプ材の場合、約820℃)以上、かつ融点(約1500℃)以下にすることが必要である。また、成分組成が異なる複数の高強度鋼板部材同士を重ねて抵抗シーム溶接する場合は、溶接中に、ナゲットとナゲットの間の最高到達温度をすべての鋼板部材のAc3点以上、かつ融点以下にすることが必要である。   In order to obtain a martensite-based structure in which the difference between the maximum value and the minimum value of Vickers hardness between the nugget and the nugget is Hv 70 or less, the steel plate (member) between the nugget and the nugget is not welded. It is necessary that the highest temperature is not less than Ac3 point (for example, about 820 ° C. in the case of 1500 MPa class hot stamp material) and not more than the melting point (about 1500 ° C.) of the high-strength steel plate. In addition, when a plurality of high-strength steel plate members having different component compositions are overlapped and resistance seam welding is performed, the maximum ultimate temperature between the nugget and the nugget is set to the Ac3 point or more and the melting point or less of all the steel plate members during welding. It is necessary to.

本発明が対象とするのは、比較的薄い鋼板部材が複数枚重ね合わされて、接合される部材である。例えば、複数枚の合計板厚が、7mm程度以下である。このような薄い重ね合わせ鋼板部材では、通電により鋼板がAc3点以上の温度に加熱された後の冷却速度は、その鋼板の臨界冷却速度よりも速くなる。つまり、冷却後、加熱された部位はマルテンサイト組織となる。最高到達温度を鋼板のAc3点以上、かつ融点以下にすることで、焼き入れ性の高い高強度鋼板部材は、溶接後の冷却過程で焼き入れされる。また、ホットスタンプ材(鋼板部材)は、通電により鋼板温度がAc3点以上に加熱され、冷却されると、鋼板部材の臨界冷却速度よりも速く冷却されるので、マルテンサイト組織となる。   The object of the present invention is a member in which a plurality of relatively thin steel plate members are overlapped and joined. For example, the total thickness of the plurality of sheets is about 7 mm or less. In such a thin laminated steel plate member, the cooling rate after the steel plate is heated to a temperature of the Ac3 point or higher by energization is faster than the critical cooling rate of the steel plate. That is, after cooling, the heated part becomes a martensite structure. By setting the maximum temperature to be not less than Ac3 point and not more than the melting point of the steel plate, the high strength steel plate member having high hardenability is quenched in the cooling process after welding. Further, when the hot stamp material (steel plate member) is heated to a temperature of Ac3 or higher by cooling and cooled, the hot stamp material (steel plate member) has a martensitic structure because it is cooled faster than the critical cooling rate of the steel plate member.

なお、Ac3点は、日本金属学会編、「鉄鋼材料」2006年、日本金属学会発行、p.43に記載された式を用いて求められる。熱膨張の温度変化を測定しても求められる。臨界冷却速度は、連続冷却変態線図(CCT曲線)を求めることによって評価できる。一例として、1500MPa級のホットスタンプ材(鋼板部材)の場合、臨界冷却速度は30℃/秒である。   The Ac3 points are edited by the Japan Institute of Metals, “Steel Materials” 2006, published by the Japan Institute of Metals, p. It is calculated | required using the formula described in 43. It can also be obtained by measuring the temperature change of thermal expansion. The critical cooling rate can be evaluated by obtaining a continuous cooling transformation diagram (CCT curve). As an example, in the case of a 1500 MPa class hot stamp material (steel plate member), the critical cooling rate is 30 ° C./second.

高電流と低電流の通電を繰り返し、高電流の通電時にナゲットを形成し、続く低電流の通電では、ナゲットは形成しないが、高強度鋼板部材の最高到達温度が高強度鋼板部材のAc3点以上の温度となる大きさの電流を通電することで、マルテンサイト組織とする。高電流と電流オフ(ゼロ)の繰り返し、すなわち、電流のオン・オフがある断続通電の場合、ナゲットの間の距離を狭くすることで、通電オフの場合でも、ナゲット間の最高到達温度がAc3点以上の温度を確保することが可能である。   Repeated high-current and low-current energization to form a nugget when energized with a high current, and subsequent low-current energization does not form a nugget, but the highest temperature of the high-strength steel plate member is higher than the Ac3 point of the high-strength steel plate member A martensite structure is obtained by supplying a current having a temperature of In the case of intermittent energization with high current and current off (zero), that is, intermittent energization with current on / off, by reducing the distance between the nuggets, even when the energization is off, the maximum temperature reached between the nuggets is Ac3. It is possible to ensure a temperature above the point.

このようにすることで、HAZが焼戻されて軟化しない、目的のシーム溶接部を得ることができる。最高到達温度がAc3点未満であると、もともとマルテンサイト組織であった部位が焼戻され、HAZ軟化する。鋼板部材の金属組織は、鋼板部材を切断し、断面を研磨し、ナイタールエッチング後、光学顕微鏡で観察することで確認できる。ナゲットの大きさは、溶接後、鋼板部材を切断し、断面を研磨し、拡大鏡で観察することで測定できる。   By doing in this way, the target seam welded part in which HAZ is not tempered and softened can be obtained. If the maximum temperature reached is less than the Ac3 point, the part that was originally a martensite structure is tempered and the HAZ softens. The metal structure of the steel plate member can be confirmed by cutting the steel plate member, polishing the cross section, and observing with an optical microscope after nital etching. The size of the nugget can be measured by cutting the steel plate member after welding, polishing the cross section, and observing with a magnifier.

本発明の重ね抵抗シーム溶接方法では、ナゲットの間の最高到達温度が高強度鋼板部材のAc3点以上、融点以下の温度となるように、電流値や、通電時間などを設定して行なう。Ac3点以上の温度になったかどうかは、溶接後、高強度鋼板部材の金属組織を観察し、焼戻しマルテンサイトではなく、マルテンサイト主体の組織になっていることで確認できる。融点以下であるかどうかは、ナゲットが形成されないことでわかる。また、ビッカース硬さ計で、ナゲットとナゲットの間の硬さ分布を測定することでも確認できる。この場合、ビッカース硬さ測定の測定ピッチ(間隔)が広いと、HAZ軟化部を検出できない。また、硬さ測定での荷重が低すぎると、金属組織の不均一により、硬さがばらつくため測定荷重は、4.9〜49Nである必要がある。ビッカース硬さの測定条件として、荷重9.8N、測定ピッチ0.2mmであることが例示される。   In the lap resistance seam welding method of the present invention, the current value, energization time, and the like are set so that the maximum temperature reached between the nuggets is a temperature not lower than the Ac3 point and not higher than the melting point of the high-strength steel plate member. Whether the temperature has reached the Ac3 point or higher can be confirmed by observing the metal structure of the high-strength steel sheet member after welding and confirming that the structure is not a tempered martensite but a martensite-based structure. Whether it is below the melting point can be determined by the fact that no nugget is formed. It can also be confirmed by measuring the hardness distribution between the nugget with a Vickers hardness meter. In this case, if the measurement pitch (interval) of the Vickers hardness measurement is wide, the HAZ softened portion cannot be detected. Further, if the load in the hardness measurement is too low, the hardness varies due to non-uniformity of the metal structure, so the measurement load needs to be 4.9 to 49N. As a measurement condition of the Vickers hardness, a load of 9.8 N and a measurement pitch of 0.2 mm are exemplified.

本発明のシーム溶接を施す長さは特に限定されず、衝突時に破断が発生しやすい部位に実施すればよい。自動車部品の場合、100〜1500mm程度が例示される。   The length for performing seam welding of the present invention is not particularly limited, and may be performed at a site where breakage is likely to occur at the time of collision. In the case of an automobile part, about 100 to 1500 mm is exemplified.

次に、本発明を具体例に基づいて説明する。
自動車の衝突の際、例えば、センターピラーに衝突すると、センターピラーインナパネルとセンターピラーレインフォース(高強度鋼板)とを重ね合わせて溶接するためのフランジ部に、引張荷重が付加されることにより、図1に示すように、フランジに形成されたスポット溶接の周囲のHAZ軟化部にひずみが集中し破断する。
Next, the present invention will be described based on specific examples.
When a car collides, for example, when it hits the center pillar, a tensile load is applied to the flange part for welding the center pillar inner panel and the center pillar reinforcement (high strength steel plate), As shown in FIG. 1, the strain concentrates on the HAZ softened portion around the spot weld formed on the flange and breaks.

図2は、接合されたフランジ部材に引張応力が付加されて、変形し、破断する現象を模擬する試験における、引張試験片を示す図である。図2(a)はスポット溶接で3枚の鋼板部材を接合した引張試験片A、図2(b)は断続的に通電するシーム溶接で、HAZの最高到達温度が本発明範囲からはずれ、ナゲット周辺のHAZがAc3点未満に加熱され、マルテンサイトが焼戻されて軟化した状態の引張試験片B、図2(c)は高電流と低電流を交互に繰り返して通電するシーム溶接でナゲットを断続的にして、かつナゲット間の最高到達温度がAc3点以上となるように3枚の鋼板部材を接合した引張試験片C(本発明例)を示す。   FIG. 2 is a diagram illustrating a tensile test piece in a test that simulates a phenomenon in which tensile stress is applied to a joined flange member to deform and break. 2 (a) is a tensile test piece A in which three steel plate members are joined by spot welding, and FIG. 2 (b) is a seam welding in which energization is intermittently conducted, and the maximum attained temperature of HAZ deviates from the scope of the present invention. Tensile test piece B with surrounding HAZ heated to less than Ac3 point, martensite tempered and softened, Fig. 2 (c) shows nugget by seam welding in which high current and low current are alternately turned on. A tensile test piece C (example of the present invention) is shown in which three steel plate members are joined intermittently so that the maximum temperature between the nuggets is Ac3 or higher.

引張試験片は、図3に示すように、低強度鋼1、高強度鋼2及び低強度鋼3を重ね合わせ、左右の掴み部に4箇所ずつ合計8箇所に抵抗スポット溶接を行って(図2参照)、3枚の鋼板を固定したものである。低強度鋼1は板厚1.2mmの440MPa級非めっき鋼板、高強度鋼2は板厚1.6mmの1500MPa級アルミめっきホットスタンプ鋼板(マルテンサイト組織を有する高強度鋼板)、及び、低強度鋼3は板厚0.7mmの270MPa級合金化溶融亜鉛めっき鋼板を使用した。   As shown in FIG. 3, the tensile test pieces were overlapped with low-strength steel 1, high-strength steel 2 and low-strength steel 3, and resistance spot welding was performed at a total of eight places on the left and right grips (four figures). 2) 3 steel plates are fixed. Low strength steel 1 is a 440 MPa class non-plated steel sheet with a thickness of 1.2 mm, high strength steel 2 is a 1500 MPa class aluminized hot stamped steel sheet with a thickness of 1.6 mm (high strength steel sheet having a martensite structure), and low strength. As the steel 3, a 270 MPa class galvannealed steel plate having a thickness of 0.7 mm was used.

引張試験片Aは、さらに、平行部中央に1箇所スポット溶接をして固定されている。引張試験片Bは、さらに、引張試験片の平行部に断続的に通電するシーム溶接をして固定されている。引張試験片Cは、さらに、引張試験片の平行部に高電流と低電流を交互に繰り返して通電するシーム溶接をして固定されている。   The tensile test piece A is further fixed by spot welding at the center of the parallel part. The tensile test piece B is further fixed by seam welding in which current is intermittently applied to the parallel portion of the tensile test piece. Further, the tensile test piece C is fixed by seam welding in which a high current and a low current are alternately and repeatedly supplied to the parallel portion of the tensile test piece.

図3(a)は、引張試験片Aを用いて測定した、スポット溶接部の硬さ調査位置と硬さ分布を示す図であり、図3(b)は、引張試験片Bを用いて測定した、比較例のシーム溶接部の硬さ調査位置と硬さ分布を示す図である。また図3(c)は、引張試験片Cを用いて測定した、本発明のシーム溶接部の硬さ調査位置と硬さ分布を示す図である。図3(a)〜(c)は、硬さ調査位置4における硬さを測定して得られた硬さ分布を示す図である。いずれも、荷重9.8N、測定ピッチ0.2mmでビッカース硬さを測定した。   3A is a diagram showing the hardness survey position and hardness distribution of the spot welded portion measured using the tensile test piece A, and FIG. 3B is a measurement using the tensile test piece B. FIG. It is a figure which shows the hardness investigation position and hardness distribution of the seam weld part of a comparative example. FIG. 3C is a diagram showing the hardness survey position and hardness distribution of the seam welded portion of the present invention, measured using the tensile test piece C. FIGS. 3A to 3C are diagrams showing the hardness distribution obtained by measuring the hardness at the hardness investigation position 4. In all cases, the Vickers hardness was measured at a load of 9.8 N and a measurement pitch of 0.2 mm.

図3(a)及び(b)に示すように、スポット溶接及び断続的に通電するシーム溶接では、ナゲット5の周囲のHAZで、母材のマルテンサイトが焼き戻されて、焼き戻しマルテンサイトとなり、高強度鋼板部材の母材に比べ、Hv150程度軟化した。図3(c)に示すように、高電流と低電流を交互に繰り返して通電するシーム溶接では、ナゲット5の間の最高到達温度が高強度鋼板部材のAc3点以上となり、HAZが焼戻されない。ナゲット5の間が(すべて)連続して、ほぼマルテンサイト組織となる。そのため、図3(c)のように、隣接するナゲット間のビッカース硬さの最大値と最小値の差がHV70以下となる硬さ分布が得られる。なお、図中の矢印は、ナゲットの長手方向の大きさN(mm)を示す。   As shown in FIGS. 3 (a) and 3 (b), in spot welding and seam welding with intermittent energization, the martensite of the base material is tempered in the HAZ around the nugget 5 to become tempered martensite. Compared with the base material of the high-strength steel plate member, it was softened by about Hv150. As shown in FIG. 3 (c), in the seam welding in which a high current and a low current are alternately repeated, the maximum temperature reached between the nuggets 5 is higher than the Ac3 point of the high-strength steel plate member, and the HAZ is not tempered. . The space between the nuggets 5 is (all) continuously and is almost martensitic. Therefore, as shown in FIG. 3C, a hardness distribution is obtained in which the difference between the maximum value and the minimum value of Vickers hardness between adjacent nuggets is HV70 or less. In addition, the arrow in a figure shows the magnitude | size N (mm) of the longitudinal direction of a nugget.

図4は、破断した引張試験片を示す図である。これは、引張試験片Aの引張試験を行なったもので、スポット溶接部の周囲のHAZ軟化部に歪みが集中して破断した。   FIG. 4 is a diagram showing a fractured tensile test piece. This was a tensile test of the tensile test piece A, and the strain concentrated on the HAZ softened portion around the spot welded portion and fractured.

図5は、引張試験における荷重−伸び線図である。(a)は引張試験片A、(b)は引張試験片B、(c)は引張試験片Cの引張試験における伸びと荷重−伸び線図である。比較例である(a)及び(b)の破断伸びは、3.0%以下と小さくなる。一方、発明例である(c)の破断伸びは、6.0%以上である。   FIG. 5 is a load-elongation diagram in a tensile test. (A) is a tensile test piece A, (b) is a tensile test piece B, and (c) is an elongation and load-elongation diagram of the tensile test piece C in a tensile test. The breaking elongation of the comparative examples (a) and (b) is as small as 3.0% or less. On the other hand, the breaking elongation of (c) which is an invention example is 6.0% or more.

以上が、本発明の重ね抵抗シーム溶接部を備える部材及び重ね抵抗シーム溶接方法であるが、本発明の重ね溶接部材を自動車部材に用いることが好ましい。   Although the above is the member and the lap resistance seam welding method provided with the lap resistance seam weld of the present invention, it is preferable to use the lap weld member of the present invention for an automobile member.

次に、本発明を自動車用部品に適用した状況を説明する。
図6は、本発明をセンターピラーに適用した状況を示す図である。サイドパネルの製造工程において、270MPa級合金化溶融亜鉛めっき鋼板からなるサイドパネルアウター(図示しない)と、1500〜1800MPaホットスタンプ材からなるセンターピラーレインフォース6と、440〜780MPa級非めっき鋼板からなるセンタピラーインナー(図示しない)とを、それぞれの縁部に形成されたフランジで重ね合わせて、抵抗スポット溶接7を行って仮止めする。その後、メインボディラインで、3枚の鋼板のプレス品を重ねシーム溶接8する。
Next, a situation in which the present invention is applied to automobile parts will be described.
FIG. 6 is a diagram showing a situation where the present invention is applied to a center pillar. In the side panel manufacturing process, a side panel outer (not shown) made of a 270 MPa class alloyed hot-dip galvanized steel sheet, a center pillar reinforcement 6 made of 1500-1800 MPa hot stamp material, and a 440-780 MPa class non-plated steel sheet A center pillar inner (not shown) is overlapped with flanges formed at respective edges, and resistance spot welding 7 is performed to temporarily fix the center pillar inner (not shown). Thereafter, three steel plate presses are stacked and seam welded 8 in the main body line.

図6に示すように、シーム溶接8は、フランジの全ての溶接部に実施する必要はなく、破断リスクの高いセンターピラー上部や下部だけでも良い。つまり、スポット溶接では衝突による破断が予想される部位のみに、本発明のシーム溶接を実施すればよく、他の部位はスポット溶接でも良い。また、1500〜1800MPaホットスタンプ材からなるセンターピラーレインフォースのフランジ幅を短くし、440〜780MPa級非めっき鋼板からなるセンタピラーインナーの2枚重ねでシーム溶接を行い、440〜780MPa級非めっき鋼板と270MPa級合金化溶融亜鉛めっき鋼板の間はスポット溶接を行なってもよい。   As shown in FIG. 6, the seam welding 8 does not need to be performed on all the welds of the flange, and may be only the upper and lower parts of the center pillar having a high risk of fracture. That is, it is only necessary to perform the seam welding of the present invention only on the portion where the fracture due to the collision is expected in spot welding, and the other portion may be spot welding. In addition, the flange width of the center pillar reinforcement made of 1500-1800 MPa hot stamp material is shortened, and seam welding is performed with two sheets of center pillar inner made of 440-780 MPa class non-plated steel sheet, and 440-780 MPa class non-plated steel sheet And 270 MPa class galvannealed steel sheet may be spot welded.

図7は、本発明をサイドシルに適用した状況を示す図である。サイドシルもセンターピラーと同様に、メインボディラインでアンダーボディと組み立てられ、スポット溶接7で仮止めされた後、シーム溶接8される。サイドシルは、590〜1800MPa級鋼板(GAめっきもしくは、アルミめっきホットスタンプ)からなるサイドシルインナーパネルと、1180〜1800MPa級鋼板(GAめっきもしくは、アルミめっきホットスタンプ)からなるサイドシルアウターレインフォースと、270MPa級合金化溶融亜鉛めっき鋼板からなるサイドシルアウターパネルとを、それぞれの縁部に形成されたフランジで重ね合わされて構成される。このとき破断が予想される部位に、本発明のシーム溶接部8を形成する。   FIG. 7 is a diagram showing a situation where the present invention is applied to a side sill. As with the center pillar, the side sill is assembled with the underbody at the main body line, temporarily fixed with spot welding 7 and then seam welded 8. The side sill includes a side sill inner panel made of a 590 to 1800 MPa grade steel plate (GA plating or aluminum plating hot stamp), a side sill outer reinforcement made of a 1180 to 1800 MPa grade steel plate (GA plating or aluminum plating hot stamp), and a 270 MPa grade. A side sill outer panel made of an alloyed hot-dip galvanized steel sheet is overlapped with a flange formed at each edge. At this time, the seam welded portion 8 of the present invention is formed at a site where the fracture is expected.

図8は、本発明をAピラーからルーフレールに適用した状況を示す図である。図8に示すように、Aピラーからルーフレールもセンターピラーと同様に、Aピラーからルーフレールを含むサイドパネルは、メインボディラインでアンダーボディと組み立てられ、シーム溶接8される。Aピラー及びルーフレール、それぞれは、インナーに590〜1800MPa級鋼板からなる成形パネルと、その外側に1500〜1800MPa級ホットスタンプ材からなる成形パネルと、最外側に270MPa級合金化溶融亜鉛めっき鋼板のサイドパネルアウターとの3枚重ねにより構成される。このとき破断が予想される部位に本発明のシーム溶接部を形成する。また、組み立て時に仮止めのスポット溶接7された部位に重畳して、シーム溶接8を行なっても良い。スポット溶接のHAZ軟化部が本発明のシーム溶接で再焼入れされ、破断が抑制できる。   FIG. 8 is a diagram showing a situation where the present invention is applied from the A pillar to the roof rail. As shown in FIG. 8, the side panel including the A rail from the A pillar to the roof rail is assembled with the underbody in the main body line and seam welded 8 in the same manner as the center pillar. Each of the A pillar and the roof rail includes a molded panel made of a 590-1800 MPa class steel plate on the inner side, a molded panel made of a 1500 to 1800 MPa class hot stamp material on the outer side, and a 270 MPa class galvannealed steel plate on the outermost side. Consists of three sheets stacked with the panel outer. At this time, the seam welded portion of the present invention is formed at a site where fracture is expected. In addition, seam welding 8 may be performed so as to be superimposed on a portion where spot welding 7 is temporarily fixed at the time of assembly. The HAZ softened part of spot welding is re-quenched by the seam welding of the present invention, and breakage can be suppressed.

次に、本発明の実施例について説明するが、実施例での条件は、本発明の実施可能性及び効果を確認するために採用した一条件例であり、本発明は、この一条件例に限定されるものではない。本発明は、本発明の要旨を逸脱せず、本発明の目的を達成する限りにおいて、種々の条件を採用し得るものである。   Next, examples of the present invention will be described. The conditions in the examples are one example of conditions used for confirming the feasibility and effects of the present invention, and the present invention is based on this one example of conditions. It is not limited. The present invention can adopt various conditions as long as the object of the present invention is achieved without departing from the gist of the present invention.

表1に、試験片の材料を示す。   Table 1 shows the material of the test piece.

図3に示すように、材料1〜3を重ね合わせて試験片を作成した。表1において、270MPa−0.7tは、270MPa級の合金化溶融亜鉛めっき鋼板、及び、440MPa−1.2tは、440MPa級の非めっき冷延鋼板を示す。また、1500MPa−1.6tは、1500MPa級のアルミめっきホットスタンプ鋼板、1800MPa−1.6tは、1800MPa級の非めっきホットスタンプ鋼板、及び、1180MPa−1.6tは、1180MPa級の非めっき冷延鋼板を示し、これら3つの鋼板は、金属組織中にマルテンサイト組織が含まれる高強度鋼板である。   As shown in FIG. 3, test pieces were prepared by superimposing materials 1 to 3. In Table 1, 270 MPa-0.7 t indicates a 270 MPa class galvannealed steel sheet, and 440 MPa-1.2 t indicates a 440 MPa class non-plated cold-rolled steel sheet. 1500 MPa-1.6 t is a 1500 MPa class aluminized hot stamped steel sheet, 1800 MPa-1.6 t is a 1800 MPa class non-plated hot stamped steel sheet, and 1180 MPa-1.6 t is a 1180 MPa class non-plated cold-rolled steel sheet. These three steel plates are high-strength steel plates containing a martensite structure in the metal structure.

表2に、溶接法、長手方向のナゲットの大きさ(径)及び、溶接の通電設定条件を示す。   Table 2 shows the welding method, the size (diameter) of the nugget in the longitudinal direction, and welding energization setting conditions.

シーム溶接
インバータ直流シーム溶接機を用いて、電極径100mm、電極先端を薄板側R15、厚板側R50mmのクロム銅製電極を用いて、加圧力400kgf、電流3.0〜9.5kA、溶接速度3.0m/minで電流波形を変化させて直線状のシーム溶接を行ない、比較例と本発明例の試験片を得た。
Seam Welding Using an inverter DC seam welder, a chrome copper electrode with an electrode diameter of 100 mm, an electrode tip at the thin plate side R15, and a thick plate side R50 mm, a pressurizing force of 400 kgf, current of 3.0 to 9.5 kA, welding speed 3 Linear seam welding was performed by changing the current waveform at 0.0 m / min, and test pieces of comparative examples and inventive examples were obtained.

スポット溶接
インバータ直流スポット溶接機を用いて、DR型電極、先端6mm、加圧力400kgf、通電時間333msec、5√tのナゲット径が得られる電流値に調整し、スポット溶接試験片を得た。
Spot welding Using an inverter DC spot welder, a DR electrode, a tip of 6 mm, a pressure of 400 kgf, an energization time of 333 msec, and a current value at which a nugget diameter of 5√t was obtained were obtained to obtain spot welding test pieces.

試験片の溶接箇所は、図2の引張試験片A〜Cと同様とした。つまり、試験片の左右の掴み部に4箇所ずつ合計8箇所に抵抗スポット溶接を行って、3枚の鋼板を固定し、シーム溶接では、さらに、試験片の平行部にシーム溶接をし、スポット溶接では、さらに、試験片の平行部中央に1箇所スポット溶接をした。   The welding location of the test piece was the same as that of the tensile test pieces A to C in FIG. In other words, resistance spot welding is performed at 8 points in total on the left and right grips of the test piece, and three steel plates are fixed. In seam welding, seam welding is further performed on the parallel part of the test piece, and spot welding is performed. In welding, spot welding was further performed at the center of the parallel part of the test piece.

また、比較例として、シーム溶接において、ナゲットが連続している試験片を作成した。図9は、ナゲットが連続しているシーム溶接で鋼板を接合した比較例の試験片を示す。   Further, as a comparative example, a test piece in which nuggets are continuous in seam welding was prepared. FIG. 9 shows a test piece of a comparative example in which steel plates are joined by seam welding in which nuggets are continuous.

表2の14通りの試験水準においては、同一水準で2枚ずつ試験片を作成した。各水準において、1枚の試験片は、引張試験のみに使用した。もう1枚の試験片は、断続的にナゲットが形成される方向(すなわち、試験片の長手方向)でのナゲットの大きさ(径)の測定、硬さ分布測定及び金属組織の観察に供した。   In the 14 test levels shown in Table 2, two test pieces were prepared at the same level. At each level, one specimen was used for tensile testing only. The other test piece was subjected to measurement of the nugget size (diameter) in the direction in which the nugget was intermittently formed (that is, the longitudinal direction of the test piece), hardness distribution measurement, and observation of the metal structure. .

引張試験は、溶接部を評点距離50mmとして、引張速度3mm/minで引張試験を実施し、破断伸びを評価した。引張試験に用いなかった試験片は、長手方向に切断し、切断面を研磨し、図3のように、ナゲットとナゲットの間において、ビッカース硬さ測定を行なった。測定条件は、荷重9.8N、測定ピッチ0.2mmである。また、拡大鏡を用いてナゲットの大きさを測定した。金属組織は、研磨面をナイタールエッチングし、光学顕微鏡観察することで確認した。結果を表2に示す。   In the tensile test, the elongation at break was evaluated by carrying out a tensile test at a tensile speed of 3 mm / min with a score distance of 50 mm as a welded part. The test piece not used in the tensile test was cut in the longitudinal direction, the cut surface was polished, and the Vickers hardness was measured between the nugget and the nugget as shown in FIG. The measurement conditions are a load of 9.8 N and a measurement pitch of 0.2 mm. In addition, the size of the nugget was measured using a magnifying glass. The metal structure was confirmed by etching the polished surface with nital and observing with an optical microscope. The results are shown in Table 2.

表2に示すように、本発明のシーム溶接部では6.0%以上の破断伸びが得られた。一方、比較例では、破断伸びは小さかった。また、シーム溶接でも比較例のようなナゲット径が小さい場合は、破断伸びは低下しなかったが、引張りせん断試験での強度が低かった。また、ナゲット径が大きすぎる場合や、ナゲットが連続的に繋がる場合に溶接部の割れ起因と考えられる、ナゲット内部での低歪みでの破断が発生した。   As shown in Table 2, the elongation at break of 6.0% or more was obtained in the seam welded portion of the present invention. On the other hand, in the comparative example, the elongation at break was small. In seam welding, when the nugget diameter was small as in the comparative example, the elongation at break did not decrease, but the strength in the tensile shear test was low. In addition, when the nugget diameter was too large or when the nuggets were continuously connected, a fracture with low strain inside the nugget, which was considered to be caused by cracks in the weld, occurred.

本発明によれば、マルテンサイト組織を有する1180MPa級以上の高強度鋼板部材を1枚以上含む、複数の鋼板部材を重ね合わせて溶接した構造物において、重ね合わせ部の溶接部が低ひずみで破断することを抑制できる。よって、本発明は、産業上の利用可能性が高いものである。   According to the present invention, in a structure in which a plurality of steel plate members including one or more high-strength steel members having a martensite structure and having a strength of 1180 MPa or more are welded by overlapping, the welded portion of the overlapped portion is fractured at a low strain. Can be suppressed. Therefore, the present invention has high industrial applicability.

1 低強度鋼
2 高強度鋼
3 低強度鋼
4 硬さ調査位置
5 ナゲット
6 センターピラーレインフォース
7 抵抗スポット溶接
8 シーム溶接
A 引張試験片
B 引張試験片
C 引張試験片
DESCRIPTION OF SYMBOLS 1 Low strength steel 2 High strength steel 3 Low strength steel 4 Hardness investigation position 5 Nugget 6 Center pillar reinforcement 7 Resistance spot welding 8 Seam welding A Tensile specimen B Tensile specimen C Tensile specimen

Claims (6)

マルテンサイト組織を有する引張強さ1180MPa以上の高強度鋼板部材を1枚以上含む、複数の鋼板部材が重ね合わされて接合された重ね溶接部材であって、
重ね合わせられた前記鋼板部材の内部に重ね抵抗シーム溶接により形成されたナゲットが断続的に存在し、断続的にナゲットが形成される方向でのナゲットの大きさN(mm)が、前記高強度鋼板部材の板厚をt(mm)とすると、2√t≦N≦12√tであり、かつ前記ナゲットのうち隣接するナゲット間のビッカース硬さの最大値と最小値の差がHv70以下である重ね抵抗シーム溶接部を備えることを特徴とする重ね溶接部材。
A lap weld member in which a plurality of steel plate members including one or more high strength steel plate members having a martensite structure and having a tensile strength of 1180 MPa or more are overlapped and joined,
The nugget formed by lap resistance seam welding is intermittently present inside the superposed steel plate member, and the nugget size N (mm) in the direction in which the nugget is intermittently formed is the high strength. When the thickness of the steel plate member is t (mm), 2√t ≦ N ≦ 12√t, and the difference between the maximum value and the minimum value of Vickers hardness between adjacent nuggets among the nuggets is Hv70 or less. A lap weld member comprising a lap resistance seam weld.
前記高強度鋼板部材がホットスタンプ処理された部材であることを特徴とする請求項1に記載の重ね溶接部材。   The lap weld member according to claim 1, wherein the high-strength steel plate member is a member subjected to hot stamping. 請求項1又は2に記載の重ね溶接部を備えることを特徴とする自動車用重ね溶接部材。   A lap weld member for an automobile, comprising the lap weld portion according to claim 1. マルテンサイト組織を有する引張強さ1180MPa以上の高強度鋼板部材を1枚以上含む、複数の鋼板部材が重ね合わされて接合される重ね抵抗シーム溶接方法であって、
高電流と低電流(0を含む)を交互に繰り返して通電して、ナゲットを断続的に形成するとともに、断続的にナゲットが形成される方向でのナゲットの大きさN(mm)が、前記高強度鋼板部材の板厚をt(mm)とすると、2√t≦N≦12√tであり、かつ前記ナゲットの間の最高到達温度が前記高強度鋼板のAc3点以上の温度となるように前記通電して、前記ナゲットのうち隣接するナゲット間のビッカース硬さの最大値と最小値の差がHv70以下とすることを特徴とする重ね抵抗シーム溶接方法。
A lap resistance seam welding method in which a plurality of steel plate members including one or more high strength steel plate members having a martensite structure and a tensile strength of 1180 MPa or more are overlapped and joined,
A high current and a low current (including 0) are alternately and repeatedly energized to form the nugget intermittently, and the size N (mm) of the nugget in the direction in which the nugget is intermittently formed is Assuming that the thickness of the high-strength steel plate member is t (mm), 2√t ≦ N ≦ 12√t, and the highest temperature reached between the nuggets is equal to or higher than the Ac3 point of the high-strength steel plate. And the difference between the maximum value and the minimum value of Vickers hardness between adjacent nuggets among the nuggets is set to Hv 70 or less.
前記高強度鋼板部材がホットスタンプ処理された部材であることを特徴とする請求項4に記載の重ね抵抗シーム溶接方法。   The lap resistance seam welding method according to claim 4, wherein the high-strength steel plate member is a member subjected to hot stamping. 請求項4又は5に記載の鋼板が自動車部材であることを特徴とする重ね抵抗シーム溶接方法。   The lap resistance seam welding method, wherein the steel sheet according to claim 4 or 5 is an automobile member.
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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018140431A (en) * 2017-02-28 2018-09-13 新日鐵住金株式会社 Steel plate weld member, and spot welding method
WO2019198725A1 (en) * 2018-04-09 2019-10-17 日本製鉄株式会社 Spot welding joint, automobile frame part provided with spot welding joint, and method for producing spot welding joint
WO2020241500A1 (en) * 2019-05-24 2020-12-03 日本製鉄株式会社 Spot welded joint, and method for manufacturing spot welded joint
EP3705224A4 (en) * 2017-10-31 2020-12-16 Nippon Steel Corporation Structural material
CN115041796A (en) * 2022-06-30 2022-09-13 东风柳州汽车有限公司 Welding method and welding device for automobile longitudinal beam structure

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004243410A (en) * 2003-01-20 2004-09-02 Nippon Steel Corp Metal foil tube, and method and device for manufacturing the same
US20070269678A1 (en) * 2006-05-17 2007-11-22 Nissan Motor Co., Ltd. High-tensile steel sheet, steel sheet joining process and high-strength automotive part
JP2008229720A (en) * 2007-02-22 2008-10-02 Kobe Steel Ltd Spot-welded joint of high-strength steel sheets excellent in tensile strength, automotive component having the same joint, and spot-welding method of high-strength steel sheets
JP2010058134A (en) * 2008-09-01 2010-03-18 Tomoe Corp Method for constructing electromagnetic shield by seam welding
WO2014025063A1 (en) * 2012-08-10 2014-02-13 新日鐵住金株式会社 Lap welded member, automobile component, method for welding lapped part, and method for manufacturing lap welded member
JP2014087848A (en) * 2010-09-16 2014-05-15 Nippon Steel & Sumitomo Metal Molding member

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20060150388A1 (en) * 2003-01-12 2006-07-13 Koki Inada Metal foil tube and method and apparatus for production thereof
JP2004243410A (en) * 2003-01-20 2004-09-02 Nippon Steel Corp Metal foil tube, and method and device for manufacturing the same
US20070269678A1 (en) * 2006-05-17 2007-11-22 Nissan Motor Co., Ltd. High-tensile steel sheet, steel sheet joining process and high-strength automotive part
JP2007332452A (en) * 2006-05-17 2007-12-27 Nissan Motor Co Ltd High-tensile steel sheet for resistance welding and joining process therefor
JP2008229720A (en) * 2007-02-22 2008-10-02 Kobe Steel Ltd Spot-welded joint of high-strength steel sheets excellent in tensile strength, automotive component having the same joint, and spot-welding method of high-strength steel sheets
JP2010058134A (en) * 2008-09-01 2010-03-18 Tomoe Corp Method for constructing electromagnetic shield by seam welding
JP2014087848A (en) * 2010-09-16 2014-05-15 Nippon Steel & Sumitomo Metal Molding member
US20140147693A1 (en) * 2010-09-16 2014-05-29 Masanori Yasuyama Formed member and manufacturing method thereof
WO2014025063A1 (en) * 2012-08-10 2014-02-13 新日鐵住金株式会社 Lap welded member, automobile component, method for welding lapped part, and method for manufacturing lap welded member
US20150217396A1 (en) * 2012-08-10 2015-08-06 Nippon Steel & Sumitomo Metal Corporation Overlap-welded member, automobile part, method of welding overlapped portion, and method of manufacturing overlap-welded member

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018140431A (en) * 2017-02-28 2018-09-13 新日鐵住金株式会社 Steel plate weld member, and spot welding method
EP3705224A4 (en) * 2017-10-31 2020-12-16 Nippon Steel Corporation Structural material
WO2019198725A1 (en) * 2018-04-09 2019-10-17 日本製鉄株式会社 Spot welding joint, automobile frame part provided with spot welding joint, and method for producing spot welding joint
JPWO2019198725A1 (en) * 2018-04-09 2020-12-17 日本製鉄株式会社 Manufacturing method of spot welded joints, automobile frame parts including spot welded joints, and spot welded joints
JP7151762B2 (en) 2018-04-09 2022-10-12 日本製鉄株式会社 SPOT WELD JOINTS, MOTOR VEHICLE STRUCTURE COMPONENTS WITH SPOT WELD JOINTS, AND METHOD FOR MANUFACTURING THE SPOT WELD JOINTS
WO2020241500A1 (en) * 2019-05-24 2020-12-03 日本製鉄株式会社 Spot welded joint, and method for manufacturing spot welded joint
JPWO2020241500A1 (en) * 2019-05-24 2021-09-13 日本製鉄株式会社 Manufacturing method of spot welded joints and spot welded joints
CN115041796A (en) * 2022-06-30 2022-09-13 东风柳州汽车有限公司 Welding method and welding device for automobile longitudinal beam structure

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