JP2016005845A - Resistance spot weld method and production method of weld joint - Google Patents

Resistance spot weld method and production method of weld joint Download PDF

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JP2016005845A
JP2016005845A JP2015058268A JP2015058268A JP2016005845A JP 2016005845 A JP2016005845 A JP 2016005845A JP 2015058268 A JP2015058268 A JP 2015058268A JP 2015058268 A JP2015058268 A JP 2015058268A JP 2016005845 A JP2016005845 A JP 2016005845A
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welding
weld
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resistance spot
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公一 谷口
Koichi Taniguchi
公一 谷口
央海 澤西
Chikaumi Sawanishi
央海 澤西
泰明 沖田
Yasuaki Okita
泰明 沖田
池田 倫正
Tomomasa Ikeda
倫正 池田
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JFE Steel Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a resistance spot weld method capable of performing weld of plural weld points at short time and stably.SOLUTION: A resistance spot weld method of the invention is configured so that, when two or more steel plates are subjected to resistance spot weld, and when two points in which distance between weld points is equal to or less than 50 mm, difference between weld start times of one weld point and the other weld point is equal to or more than 10 ms, and the time is time until weld of one weld point is finished.

Description

本発明は、2枚以上の鋼板を重ね合わせて行う抵抗スポット溶接方法およびこれを用いた溶接継手の製造方法に関する。   The present invention relates to a resistance spot welding method in which two or more steel plates are overlapped and a method for manufacturing a welded joint using the same.

自動車等の車体の組み立てには、抵抗スポット溶接が広く使用されている。1台の車体では、数千点に及ぶ抵抗スポット溶接が行われる。   Resistance spot welding is widely used for the assembly of automobile bodies. One car body performs several thousand resistance spot weldings.

図1は、一般的な抵抗スポット溶接の例を示す図である。抵抗スポット溶接は、2枚以上の鋼板を重ね合わせ(図1では、鋼板1、2)、上下一対の溶接電極4、5で挟持し、加圧しながら通電することによって、鋼板の溶接すべき点(溶接点)に所定の大きさのナゲット6を形成して溶接継手を得る。   FIG. 1 is a diagram illustrating an example of general resistance spot welding. In resistance spot welding, two or more steel plates are overlapped (steel plates 1 and 2 in FIG. 1), sandwiched between a pair of upper and lower welding electrodes 4 and 5, and energized while being pressed, thereby welding the steel plates. A nugget 6 having a predetermined size is formed at (welding point) to obtain a welded joint.

近年、車体の軽量化と乗客の安全性を両立させるために、高張力鋼板の採用や高剛性な車体構造の検討に加え、スポット溶接の溶接点を増加させることによる高剛性化の検討が進められている。   In recent years, in order to achieve both weight reduction of the car body and safety of passengers, in addition to studying the use of high-tensile steel plate and high-rigidity car body structure, investigations to increase rigidity by increasing the number of spot welding points have been promoted. It has been.

例えば、特許文献1には、複数溶接点を同時にスポット溶接する技術が開示されている。特許文献1では、1台の溶接機の本体先端に、電極を取り付ける揺動シャンクを複数設置し、複数の電極を同時に加圧接触させながら通電することにより、複数の溶接点において同時に溶接を行う(請求項1、[0035])。   For example, Patent Literature 1 discloses a technique for spot welding a plurality of welding points simultaneously. In Patent Document 1, a plurality of oscillating shanks for attaching electrodes are installed at the tip of the main body of one welding machine, and welding is performed simultaneously at a plurality of welding points by energizing the electrodes while simultaneously pressing and contacting the plurality of electrodes. (Claim 1, [0035]).

特許文献2には、複数の抵抗溶接機でシリーズスポット溶接を行うステップと、複数の抵抗溶接機のうち、一の抵抗溶接機の溶接電極をインダイレクト溶接電極として用い、他の抵抗溶接機の溶接電極を、当該溶接電極でシリーズスポット溶接により予め溶接した打点に当接させることによりアース電極として用いて、インダイレクトスポット溶接を行うステップを有する抵抗溶接方法が開示されている。   In Patent Document 2, a step of performing series spot welding with a plurality of resistance welders and a welding electrode of one resistance welder among the plurality of resistance welders is used as an indirect welding electrode. There is disclosed a resistance welding method including a step of performing indirect spot welding by using a welding electrode as a ground electrode by bringing the welding electrode into contact with a spot previously welded by series spot welding.

特開2010−179318号公報JP 2010-179318 A 特許4836515号公報Japanese Patent No. 4836515

多点溶接においては、溶接点の増加によって、溶接点間の距離が短くなり、既に溶接を行った溶接点(既溶接点)に電流が分岐してしまうという分流現象が生じる。これによって、新たに溶接を行う溶接点で、十分な電流が流れずに、所定のナゲット径が確保できないという課題がある。   In multi-point welding, the increase in the number of welding points shortens the distance between the welding points, causing a shunt phenomenon in which the current branches to a welding point where welding has already been performed (already welded point). As a result, there is a problem in that a predetermined nugget diameter cannot be secured without sufficient current flowing at a welding point where new welding is performed.

このような課題に対し、発明者らは、既溶接点への分流現象の影響因子を検討した。既溶接点が有る場合、抵抗スポット溶接において通電を行うと、既溶接点と、新たに溶接を行う溶接点との並列の電気回路が形成される。既溶接点へ分流する電流値は、既溶接点までの経路および既溶接点自体の抵抗値と、新たに溶接を行う点の抵抗値との関係によって決定される。したがって、既溶接点の抵抗値を高めることによって、分流は抑制可能であると考えられる。   In response to such a problem, the inventors examined the influencing factors of the diversion phenomenon to the already welded point. When there is an already welded point, when a current is applied in resistance spot welding, an electric circuit in parallel with the already welded point and the weld point to be newly welded is formed. The current value to be diverted to the already welded point is determined by the relationship between the route to the already welded point and the resistance value of the already welded point itself and the resistance value of the point at which new welding is performed. Therefore, it is considered that the diversion can be suppressed by increasing the resistance value of the welded point.

鋼板の温度が上昇すると、鋼板の抵抗値が増加することが広く知られている。既溶接点の温度を上昇させることができれば、分流現象を抑制し、安定的にナゲットを形成することができると考えられる。   It is widely known that when the temperature of a steel plate rises, the resistance value of the steel plate increases. If the temperature of the welded point can be raised, it is considered that the shunt phenomenon can be suppressed and the nugget can be stably formed.

特許文献1のように、複数の溶接点に対し、同時に溶接を行った場合であっても、複数の溶接点の温度を同時に増加させて、抵抗値を同時に高めることで、複数の溶接点の相互の分流による影響を抑制することができる。しかしながら、通電初期においては、鋼板間の接触抵抗が大きく、ナゲットの形成が不安定になる場合がある。   Even if it is a case where it welds simultaneously with respect to several welding points like patent document 1, by simultaneously increasing the temperature of several welding points and raising resistance value simultaneously, several welding points The influence by mutual shunting can be suppressed. However, in the initial energization, the contact resistance between the steel plates is large, and the nugget formation may become unstable.

また、特許文献1に開示された溶接機では、特殊な形状の電極(二又電極)を用いているため、管理が困難となるという問題もある。   In addition, the welding machine disclosed in Patent Document 1 uses a specially shaped electrode (two-forked electrode), which makes it difficult to manage.

引用文献2では、既溶接点に改めてアース電極を当接させる工程が必要になり、作業工数が増加して、作業時間が長くなるという問題がある。   In the cited document 2, a step of bringing the ground electrode into contact with the already-welded point is necessary, and there is a problem that the work man-hour increases and the work time becomes long.

本発明は、このような問題点に対してなされたものであり、短時間かつ安定的にナゲットを形成することができる抵抗スポット溶接方法およびこれを用いた溶接継手の製造方法を提供することを目的とする。   The present invention has been made for such a problem, and provides a resistance spot welding method capable of forming a nugget stably in a short time and a method of manufacturing a welded joint using the same. Objective.

本発明者らは、近接する2点の溶接点における溶接条件の検討を行った。検討の結果、近接する2点の溶接点における各々の溶接開始時間に差異を設けて溶接を行うことで、先行する溶接点の温度を上昇させて、後行する溶接点の溶接時に、先行する溶接点への分流を抑制し、溶接時間の増加を最小に抑えつつ、先行する溶接点と後行する溶接点において安定的にナゲットを形成することが可能となると考えた。   The inventors of the present invention have studied welding conditions at two adjacent welding points. As a result of the examination, the welding start time at the two adjacent welding points is set to be different to perform the welding so that the temperature of the preceding welding point is raised and the preceding welding point is welded. We thought that it would be possible to stably form a nugget at the preceding welding point and the subsequent welding point while suppressing the diversion to the welding point and minimizing the increase in welding time.

本発明の要旨は、以下に示す通りである。
[1] 二枚以上の鋼板を重ねて近接する2点を抵抗スポット溶接する際に、一方の溶接点の溶接開始時間と他方の溶接開始時間の差を10ms以上とし、かつ、2点の溶接点の溶接時間を重複させる抵抗スポット溶接方法。
[2] [1]に記載の抵抗スポット溶接方法であって、2点の溶接終了時間の差が、0ms以上であり、溶接開始時間の差以下である抵抗スポット溶接方法。
[3] [1]または[2]に記載の抵抗スポット溶接方法であって、既溶接点が有る場合には、既溶接点に近い溶接点を先に溶接し、既溶接点から遠い溶接点を後に溶接する抵抗スポット溶接方法。
[4] [1]乃至[3]のうちいずれかの抵抗スポット溶接方法を用いた溶接継手の製造方法。
The gist of the present invention is as follows.
[1] When two or more steel plates are overlapped and two adjacent points are resistance spot welded, the difference between the welding start time of one welding point and the welding start time of the other is set to 10 ms or more, and two points are welded. Resistance spot welding method that overlaps the welding time of points.
[2] The resistance spot welding method according to [1], wherein a difference in welding end time at two points is 0 ms or more and not more than a difference in welding start time.
[3] In the resistance spot welding method according to [1] or [2], when there is an existing weld point, a weld point close to the existing weld point is welded first, and a weld point far from the existing weld point A resistance spot welding method to weld after.
[4] A method for manufacturing a welded joint using the resistance spot welding method according to any one of [1] to [3].

本発明によれば、短時間かつ安定的に溶接点にナゲットを形成することができる。   According to the present invention, a nugget can be formed at a welding point in a short time and stably.

一般的な抵抗スポット溶接の例を示す図である。It is a figure which shows the example of general resistance spot welding. 本発明に係る抵抗スポット溶接の例を示す図である。It is a figure which shows the example of the resistance spot welding which concerns on this invention. 実施例における抵抗スポット溶接の様子を示した図である。It is the figure which showed the mode of resistance spot welding in an Example. 実施例における溶接条件を示す図であり、先行溶接と後行溶接の電流値を示す図である。It is a figure which shows the welding conditions in an Example, and is a figure which shows the electric current value of preceding welding and subsequent welding. 実施例における溶接条件を示す図である。It is a figure which shows the welding conditions in an Example.

以下、添付した図面を参照し、本発明の実施の形態に係る抵抗スポット溶接方法およびこれを用いた溶接継手の製造方法について説明する。   Hereinafter, a resistance spot welding method according to an embodiment of the present invention and a method for manufacturing a welded joint using the same will be described with reference to the accompanying drawings.

本発明は、1枚以上の高張力鋼板を含む、計2枚以上の鋼板の2点以上を、抵抗スポット溶接によって接合する抵抗スポット溶接方法およびこれを用いた溶接継手の製造方法である。図2は、本発明による抵抗スポット溶接の例を示す図である。   The present invention is a resistance spot welding method for joining two or more of a total of two or more steel plates including one or more high-tensile steel plates by resistance spot welding, and a method for manufacturing a welded joint using the same. FIG. 2 is a diagram showing an example of resistance spot welding according to the present invention.

はじめに、2枚の鋼板を重ね合わせる。下側に配置された鋼板を下鋼板1とし、上側に配置された鋼板を上鋼板2とする。   First, two steel plates are overlapped. A steel plate disposed on the lower side is referred to as a lower steel plate 1, and a steel plate disposed on the upper side is referred to as an upper steel plate 2.

重ね合わせた鋼板1、2を、上電極Aと下電極Bからなる電極対と、上電極Cと下電極Dからなる電極対によって挟持して、加圧しながら通電する。2組の電極対による通電には、時間差を設ける。具体的には、一方の電極対(電極A、B)の通電を、他方の電極対(電極C、D)の通電に対し、先行して開始する。   The superposed steel plates 1 and 2 are sandwiched between an electrode pair consisting of an upper electrode A and a lower electrode B and an electrode pair consisting of an upper electrode C and a lower electrode D, and are energized while being pressed. A time difference is provided for energization by the two electrode pairs. Specifically, energization of one electrode pair (electrodes A and B) is started prior to energization of the other electrode pair (electrodes C and D).

なお、電極A、Bと電極C、Dを用いて加圧する構成や、その加圧力を制御する構成は、特に限定されず、エアシリンダやサーボモータ等の従来から知られている機器を用いることができる。電極A、BおよびC、Dが溶接を開始する時間については問わない。通電の際に電流を供給し、かつ、その電流値を制御する構成は、特に限定されるものではなく、従来から知られている機器を使用することができる。また、通電の際の電流は、直流であっても交流であってもよい。   In addition, the configuration for applying pressure using the electrodes A and B and the electrodes C and D and the configuration for controlling the applied pressure are not particularly limited, and a conventionally known device such as an air cylinder or a servo motor is used. Can do. The time for the electrodes A, B, C, and D to start welding does not matter. The configuration for supplying current when energizing and controlling the current value is not particularly limited, and conventionally known devices can be used. The current during energization may be direct current or alternating current.

電極A、Bの軸心をP1(先行する溶接点の溶接中心に相当)とC、Dの軸心をP2(後行する溶接点の溶接中心に相当)とすると、軸心P1とP2との間の距離Lは、50mm以下とすることが望ましい。距離Lが50mmより大きければ、1打点目の溶接点が存在することによる分流の効果は相対的には小さくなる。ただし、距離Lが50mm超えであっても本発明の効果を得ることができる。Lは1点目の狙いとするナゲット半径よりも大きく設定すれば効果を得ることが出来るが、機械的な制約を考えると現実的には5mm以上とすることが望ましい。   If the axes of electrodes A and B are P1 (corresponding to the welding center of the preceding welding point) and the axes of C and D are P2 (corresponding to the welding center of the following welding point), the axes P1 and P2 The distance L between is preferably 50 mm or less. If the distance L is larger than 50 mm, the effect of the diversion due to the presence of the first welding point is relatively small. However, the effect of the present invention can be obtained even when the distance L exceeds 50 mm. If L is set larger than the target nugget radius, the effect can be obtained. However, in consideration of mechanical constraints, it is desirable to set it to 5 mm or more in practice.

先行する電極A、Bによる溶接開始時間は、後行する電極C、Dによる溶接開始時間よりも10ms以上早く設定する。10ms未満であれば、1点目の加熱が十分でなく分流を抑制する効果を得ることができない。施工性の観点からは、より望ましくは、溶接開始時間の時間差を10ms以上200ms以下の範囲で設定する。   The welding start time for the preceding electrodes A and B is set 10 ms or more earlier than the welding start time for the following electrodes C and D. If it is less than 10 ms, the heating at the first point is not sufficient and the effect of suppressing the diversion cannot be obtained. From the viewpoint of workability, it is more desirable to set the time difference between the welding start times within a range of 10 ms to 200 ms.

一方の電極対(電極A、B)の溶接終了時間と、他方の電極対(電極C、D)の溶接終了時間の差は、0ms以上、かつ溶接開始時間の差以下とする。先行する溶接と、後行する溶接の終了時間は、いずれが先であってもよいが、溶接時間を十分に確保して、十分なナゲット径と得るという観点からは、後に溶接が開始される後行の溶接が、先行の溶接よりも後に終了することが好ましい。   The difference between the welding end time of one electrode pair (electrodes A and B) and the welding end time of the other electrode pair (electrodes C and D) is not less than 0 ms and not more than the difference in welding start time. Either the preceding welding time or the finishing time of the following welding may be first, but from the viewpoint of securing a sufficient welding time and obtaining a sufficient nugget diameter, welding is started later. It is preferable that the subsequent welding is finished after the preceding welding.

既溶接点が有る場合には、既溶接点に近い溶接点を先に溶接し、既溶接点から遠い溶接点を後に溶接することが好ましい。後行して溶接される溶接点が、先行して溶接される溶接点に比べて既溶接点が近い場合、後行して溶接する際に既溶接点と先行して溶接される溶接点への分流が起り、十分なナゲットが得られない。また、先行する溶接時の分流によって、既溶接点での発熱が小さくなり、分流を抑制する効果が小さくなることで、後行する溶接点で十分なナゲット径が得られない。   When there is an existing weld point, it is preferable to weld the weld point close to the existing weld point first and then weld the weld point far from the existing weld point later. If the weld point to be welded after the welding is close to the weld point to be welded before, the weld point to be welded prior to the existing weld point when performing subsequent welding As a result, a sufficient nugget cannot be obtained. In addition, due to the shunting at the preceding welding, the heat generation at the existing welding point is reduced, and the effect of suppressing the shunting is reduced, so that a sufficient nugget diameter cannot be obtained at the subsequent welding point.

本発明では、一方の溶接点の溶接開始時間と他方の溶接開始時間の差を10ms以上とし、一方の溶接が完了する時間までに他方の溶接が開始するものとする。すなわち溶接時間を重複させる。これによって、通電開始時において、先行して通電される溶接点に集中して電流を流し、先行して通電される溶接点の抵抗値を十分に高めることで、後行して通電される溶接点の溶接時に、先行して通電される溶接点に流れる電流を低減させることができる。これにより、2点においてナゲット径が十分に確保された溶接継手を製造することができる。   In the present invention, the difference between the welding start time of one welding point and the welding start time of the other is set to 10 ms or more, and the other welding starts by the time when one welding is completed. That is, the welding time is overlapped. As a result, at the start of energization, the current is concentrated on the welding point that is energized in advance, and the resistance value of the welding point that is energized in advance is sufficiently increased so that the welding is energized later. At the time of spot welding, it is possible to reduce the current flowing to the welding spot that is energized in advance. Thereby, a welded joint in which the nugget diameter is sufficiently secured at two points can be manufactured.

また、先行して通電される溶接点の溶接開始から10ms以上200ms以下の後に、後行して通電される溶接点の溶接を開始し、2点の溶接時間を重複させることで、溶接時間を短縮させることができる。   In addition, after the start of welding of the welding point that is energized in advance, the welding time of the welding point that is energized after the start is started from 10 ms to 200 ms, and the welding time is reduced by overlapping the welding time of the two points. It can be shortened.

さらに、2点の溶接終了時間の差を、0ms以上、かつ、溶接開始時間の差以下とすることよって、3点目以降を連続で溶接する場合には、装置制約を抑制し、効率的に溶接することができる。   Furthermore, by making the difference between the welding end times of the two points not less than 0 ms and not more than the difference in the welding start time, when continuously welding the third and subsequent points, it is possible to suppress the apparatus restriction and efficiently Can be welded.

上記の説明では、2点の溶接点に対して溶接を行う場合を例として説明したが、3点以上の溶接点に対して溶接を行う場合にも、本発明を適用することができる。このような場合には、少なくとも2点における溶接開始時間の差を、上記の規定の範囲とすれば、本発明の効果を得ることができる。   In the above description, the case where welding is performed on two welding points has been described as an example, but the present invention can also be applied to the case where welding is performed on three or more welding points. In such a case, the effect of the present invention can be obtained if the difference between the welding start times at at least two points is within the above-specified range.

図3に示すように、下鋼板1と上鋼板2を重ね合わせて、抵抗スポット溶接を行なった。先行して溶接を開始する電極A、Bの軸心P1から、後行して溶接を開始する電極C、Dの軸心P2とは反対方向に向ってL1の距離に、ナゲット径d3が4√t(t:板厚)である既溶接点を形成した。なお、距離L1は、先行して溶接を開始する電極A、Bの軸心P1とナゲット径の中心P3との距離である。距離L2は、電極A、Bの軸心P1と電極C、Dの軸心P2との距離である。   As shown in FIG. 3, the lower steel plate 1 and the upper steel plate 2 were overlapped and resistance spot welding was performed. The nugget diameter d3 is 4 at a distance L1 in the direction opposite to the axis P2 of the electrodes C and D starting the welding from the axis P1 of the electrodes A and B starting the welding in advance. An already-welded point that is √t (t: plate thickness) was formed. The distance L1 is the distance between the axis P1 of the electrodes A and B that start welding in advance and the center P3 of the nugget diameter. The distance L2 is the distance between the axis P1 of the electrodes A and B and the axis P2 of the electrodes C and D.

電極A、B、C、Dは、いずれも先端の直径6mm、曲率半径40mmとし、アルミナ分散銅製のDR型電極とした。   Electrodes A, B, C, and D were all DR-type electrodes made of alumina-dispersed copper with a tip diameter of 6 mm and a curvature radius of 40 mm.

上電極A、Cの加圧力の制御は、上電極A、Cを駆動するサーボモータを制御することにより行った。通電の際には周波数50Hzの単相交流を供給した。下鋼板1と上鋼板2は、同板厚かつ同鋼種であり、形状は長辺150mm、短辺50mmの長方形である。図4に示すように、先行溶接における電流値はIa(kA)、通電時間はTa(ms)であり、後行溶接における電流値はIb(kA)、通電時間はTb(ms)である。先行溶接の溶接開始時間と後行溶接の溶接開始時間との差はT1(ms)である。先行溶接の溶接終了は、後行溶接の溶接終了よりも早く、先行溶接の溶接終了時間と後行溶接の溶接終了時間との差はTd(ms)である。それぞれの設定条件を表1に示す。   The pressure applied to the upper electrodes A and C was controlled by controlling a servo motor that drives the upper electrodes A and C. A single-phase alternating current with a frequency of 50 Hz was supplied during energization. The lower steel plate 1 and the upper steel plate 2 have the same thickness and the same steel type, and have a rectangular shape with a long side of 150 mm and a short side of 50 mm. As shown in FIG. 4, the current value in the preceding welding is Ia (kA), the energization time is Ta (ms), the current value in the subsequent welding is Ib (kA), and the energization time is Tb (ms). The difference between the welding start time of the preceding welding and the welding start time of the subsequent welding is T1 (ms). The welding end of the preceding welding is earlier than the welding end of the subsequent welding, and the difference between the welding end time of the preceding welding and the welding end time of the subsequent welding is Td (ms). Each setting condition is shown in Table 1.

Figure 2016005845
比較例1は、先行溶接と後行溶接を一点一点別に溶接を行ったものであり、T1(ms)は200msより大きい。また、比較例2は、先行溶接と後行溶接を同時に行ったものであり、T1(ms)は0msである。
Figure 2016005845
In Comparative Example 1, prior welding and subsequent welding are performed one by one, and T1 (ms) is larger than 200 ms. In Comparative Example 2, the preceding welding and the subsequent welding were performed simultaneously, and T1 (ms) was 0 ms.

各設定条件において得られた溶接継手の溶接断面を切断し、先行溶接の溶接部のナゲット径d1および後行溶接の溶接部のナゲット径d2のそれぞれを、基準の径5.0mmと比較した。基準のナゲット径は、既溶接点が形成されていない状態で、電極C、Dの溶接条件で溶接を行った溶接部の径とした。   The weld cross section of the weld joint obtained under each setting condition was cut, and the nugget diameter d1 of the welded part of the preceding weld and the nugget diameter d2 of the welded part of the subsequent weld were compared with the reference diameter of 5.0 mm. The standard nugget diameter was a diameter of a welded portion where welding was performed under the welding conditions of the electrodes C and D in a state where no existing welding points were formed.

先行溶接の溶接部のナゲット径d1、後行溶接の溶接部のナゲット径d2が、基準とする溶接部の径に比べて、減少率が5%以下であるか、若しくは、基準とする溶接部のナゲット径よりも大きい場合を○、そうでない場合を×とした。この結果、本発明を適用した本発明例では、本発明を適用しなかった比較例に比べて十分なナゲット形成が認められた。   The nugget diameter d1 of the welded part of the preceding weld and the nugget diameter d2 of the welded part of the subsequent weld have a reduction rate of 5% or less compared to the diameter of the reference welded part, or the reference welded part The case where it was larger than the nugget diameter was marked with ◯, and the case where it was not so was marked with ×. As a result, in the present invention example to which the present invention was applied, sufficient nugget formation was recognized as compared with the comparative example to which the present invention was not applied.

図5に示すように、下鋼板1と上鋼板2を重ね合わせて、抵抗スポット溶接を行なった。溶接を開始するより前に、2点の溶接点が存在する継手である。2点の既溶接点のナゲット径の中心P3、P4の間隔をLとする。この既溶接点のナゲット径d3、d4はともに4√t(t:板厚)である。片側の溶接点からL1の距離に、先行して溶接を開始する電極A、Bの軸心P1、さらにL2の距離に後行して溶接を開始する電極C、Dの軸心P2が位置するように溶接した。   As shown in FIG. 5, the lower steel plate 1 and the upper steel plate 2 were overlapped and resistance spot welding was performed. It is a joint in which two welding points exist before starting welding. Let L be the distance between the centers P3 and P4 of the nugget diameter of the two already welded points. The nugget diameters d3 and d4 of the already welded points are both 4√t (t: plate thickness). Axis P1 of electrodes A and B that start welding in advance is located at a distance of L1 from the welding point on one side, and an axis P2 of electrodes C and D that starts welding after a distance of L2 is further located Welded as follows.

電極A、B、C、Dは、いずれも先端の直径6mm、曲率半径40mmとし、アルミナ分散銅製のDR型電極とした。   Electrodes A, B, C, and D were all DR-type electrodes made of alumina-dispersed copper with a tip diameter of 6 mm and a curvature radius of 40 mm.

上電極A、Bの加圧力の制御は、上電極A、Bを駆動するサーボモータを制御することにより行った。通電の際には周波数50Hzの単相交流を供給した。下鋼板1と上鋼板2は、同板厚かつ同鋼種であり、形状は長辺250mm、短辺50mmの長方形である。   The pressure applied to the upper electrodes A and B was controlled by controlling a servo motor that drives the upper electrodes A and B. A single-phase alternating current with a frequency of 50 Hz was supplied during energization. The lower steel plate 1 and the upper steel plate 2 have the same plate thickness and the same steel type, and have a rectangular shape with a long side of 250 mm and a short side of 50 mm.

図4に示すように、先行溶接における電流値はIa(kA)、通電時間はTa(ms)であり、後行溶接における電流値はIb(kA)、通電時間はTb(ms)である。先行溶接の溶接開始時間と後行溶接の溶接開始時間との差はT1(ms)である。先行溶接の溶接終了は、後行溶接の溶接終了よりも早く、先行溶接の溶接終了時間と後行溶接の溶接終了時間との差はTd(ms)である。それぞれの設定条件を表2に示す。   As shown in FIG. 4, the current value in the preceding welding is Ia (kA), the energization time is Ta (ms), the current value in the subsequent welding is Ib (kA), and the energization time is Tb (ms). The difference between the welding start time of the preceding welding and the welding start time of the subsequent welding is T1 (ms). The welding end of the preceding welding is earlier than the welding end of the subsequent welding, and the difference between the welding end time of the preceding welding and the welding end time of the subsequent welding is Td (ms). Each setting condition is shown in Table 2.

Figure 2016005845
Figure 2016005845

比較例1は、先行溶接と後行溶接を一点一点別に溶接を行ったものであり、T1(ms)は200msより大きい。また、比較例2は、先行溶接と後行溶接を同時に行ったものであり、T1(ms)は0msである。   In Comparative Example 1, prior welding and subsequent welding are performed one by one, and T1 (ms) is larger than 200 ms. In Comparative Example 2, the preceding welding and the subsequent welding were performed simultaneously, and T1 (ms) was 0 ms.

各設定条件において得られた溶接継手の溶接断面を切断し、先行溶接の溶接部のナゲット径d1および後行溶接の溶接部のナゲット径d2のそれぞれを、基準の径4√tと比較した。基準の径は、既溶接点が形成されていない状態で、電極C、Dの溶接条件で溶接を行った溶接部のナゲット径とした。   The welded cross section of the welded joint obtained under each setting condition was cut, and the nugget diameter d1 of the welded part of the preceding weld and the nugget diameter d2 of the welded part of the subsequent weld were compared with the reference diameter 4√t. The reference diameter was the nugget diameter of the welded portion where welding was performed under the welding conditions of the electrodes C and D in a state where no existing welding points were formed.

先行溶接の溶接部の径d1、後行溶接の溶接部の径d2が、基準とする溶接部のナゲット径に比べて、減少率が5%以下であるか、若しくは、基準とする径よも大きい場合を○、そうでない場合を×として評価した。この結果、本発明を適用した本発明例では、本発明を適用しなかった比較例に比べて十分なナゲット形成が認められた。   The diameter d1 of the welded part of the preceding weld and the diameter d2 of the welded part of the subsequent weld have a reduction rate of 5% or less compared to the standard nugget diameter of the welded part. The case where it was large was evaluated as ○, and the case where it was not so was evaluated as ×. As a result, in the present invention example to which the present invention was applied, sufficient nugget formation was recognized as compared with the comparative example to which the present invention was not applied.

1 下鋼板
2 上鋼板
4 下電極
5 上電極
6 ナゲット
1 Lower steel plate 2 Upper steel plate 4 Lower electrode 5 Upper electrode 6 Nugget

Claims (4)

二枚以上の鋼板を重ねて近接する2点を抵抗スポット溶接する際に、一方の溶接点の溶接開始時間と他方の溶接開始時間の差を10ms以上とし、かつ、2点の溶接点の溶接時間を重複させる抵抗スポット溶接方法。   When two or more steel plates are stacked and resistance spot welding is performed on two adjacent points, the difference between the welding start time of one welding point and the welding start time of the other is set to 10 ms or more, and welding of two welding points is performed. Resistance spot welding method that overlaps time. 請求項1に記載の抵抗スポット溶接方法であって、2点の溶接終了時間の差が、0ms以上であり、溶接開始時間の差以下である抵抗スポット溶接方法。   The resistance spot welding method according to claim 1, wherein a difference in welding end time between two points is 0 ms or more and not more than a difference in welding start time. 請求項1または2に記載の抵抗スポット溶接方法であって、既溶接点が有る場合には、既溶接点に近い溶接点を先に溶接し、既溶接点から遠い溶接点を後に溶接する抵抗スポット溶接方法。   The resistance spot welding method according to claim 1 or 2, wherein when there is an already-welded point, the weld point close to the already-welded point is welded first, and the weld point far from the already-welded point is later welded. Spot welding method. 請求項1乃至3のうちいずれかの抵抗スポット溶接方法を用いた溶接継手の製造方法。   The manufacturing method of the welded joint using the resistance spot welding method in any one of Claims 1 thru | or 3.
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