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JP2018039019A - Spot-welding method - Google Patents

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JP2018039019A
JP2018039019A JP2016172758A JP2016172758A JP2018039019A JP 2018039019 A JP2018039019 A JP 2018039019A JP 2016172758 A JP2016172758 A JP 2016172758A JP 2016172758 A JP2016172758 A JP 2016172758A JP 2018039019 A JP2018039019 A JP 2018039019A
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welding
steel plates
spot welding
steel
electrode
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JP6780386B2 (en
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翔 松井
Sho Matsui
翔 松井
千智 吉永
Chisato YOSHINAGA
千智 吉永
康信 宮▲崎▼
Yasunobu Miyazaki
康信 宮▲崎▼
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Nippon Steel Corp
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Nippon Steel and Sumitomo Metal Corp
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Abstract

【課題】亜鉛系めっきが施された鋼板を含む板組のスポット溶接における、鋼板の重ね合わせ面のコロナボンドのナゲット際の割れを防止し、高品質のスポット溶接継手を形成できるスポット溶接方法を提供する。【解決手段】部材にスポット溶接する方法であって、スポット溶接の際に、溶接箇所の重ね合わされた複数枚の鋼板の総板厚をt[mm]、溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度をd[度](d>0)としたときに、通電時間を(5t+2.8d+2)/50[sec]以上とすることを特徴とするスポット溶接方法。【選択図】図1The present invention relates to a spot welding method capable of forming a high-quality spot welded joint by preventing cracking at the time of corona bond nugget on the overlapping surface of steel plates in spot welding of a plate assembly including steel plates to which zinc-based plating has been applied. provide. A method of spot welding to a member, wherein, during spot welding, the total thickness of a plurality of steel plates on which welding locations are superimposed is t [mm], and an electrode tip attached to the tip of a welding electrode is provided. When the angle between the normal of the contact surface and the normal of the steel plate surface is d [degree] (d> 0), the energization time is (5t + 2.8d + 2) / 50 [sec] or more. Spot welding method to do. [Selection] Figure 1

Description

本発明は、亜鉛系のめっきが施された鋼板を含む複数枚の鋼板のスポット溶接方法に関する。   The present invention relates to a spot welding method for a plurality of steel plates including a steel plate on which zinc-based plating is performed.

自動車用の部材としては、車体の高防錆化の観点から、耐食性に優れた亜鉛系めっき鋼板が広く用いられる。軽量化や高強度化の観点から、自動車用として用いられる亜鉛系めっき鋼板においては、めっき原板に高強度鋼板を用いた亜鉛系めっき高強度鋼板が使用される。   As a member for automobiles, a zinc-based plated steel sheet having excellent corrosion resistance is widely used from the viewpoint of increasing rust prevention of the vehicle body. From the viewpoint of weight reduction and high strength, zinc-based plated high-strength steel sheets using high-strength steel sheets as the plating base plates are used in galvanized steel sheets used for automobiles.

自動車の車体の組立や部品の取付け等では、主として、スポット溶接が使われている。しかしながら、亜鉛系めっき高強度鋼板にスポット溶接を行うと、溶接電極と接する鋼板に割れが発生するという問題がある。   Spot welding is mainly used for assembling automobile bodies and mounting parts. However, when spot welding is performed on a zinc-based plated high-strength steel sheet, there is a problem that cracks occur in the steel sheet in contact with the welding electrode.

この割れは、電極の加圧力や鋼板の熱膨張、収縮による引張応力が溶接箇所に加わり、溶接箇所の鋼板表面で溶融した亜鉛や、電極の銅等が、鋼板に侵入して粒界強度を低下させて引き起こされる、いわゆる液体金属脆化に起因する割れであるといわれている。自動車車体では、溶接箇所の割れが著しいと強度が低下するという問題があり、鋼板の成分組成や組織を制御することにより、溶接箇所の割れを抑制する技術が知られている。   This crack is caused by the applied stress of the electrode and the thermal expansion and contraction of the steel sheet, and the welded part is subjected to tensile stress, and zinc melted on the surface of the welded steel sheet and copper of the electrode penetrates the steel sheet and increases the grain boundary strength. It is said to be a crack caused by so-called liquid metal embrittlement caused by lowering. In automobile bodies, there is a problem that the strength decreases when cracks in the welded portion are significant, and a technique for suppressing cracks in the welded portion by controlling the composition and structure of the steel sheet is known.

特許文献1には、鋼板の成分組成を調整し、スポット溶接時に生成されるオーステナイト相を微細な結晶粒にして、他の相の結晶粒と複雑に入り組んだ金属組織を有するものとすることで、結晶粒界への溶融亜鉛の拡散浸入経路を複雑にして、溶融亜鉛を侵入し難くして、スポット溶接時の液体金属脆化割れを防止する技術が開示されている。   In Patent Document 1, by adjusting the component composition of the steel sheet, the austenite phase generated at the time of spot welding is made into fine crystal grains, and has a metal structure that is complicated with the crystal grains of other phases. In addition, a technique has been disclosed in which the diffusion penetration path of molten zinc into the crystal grain boundary is complicated to make it difficult for the molten zinc to enter, thereby preventing liquid metal embrittlement cracking during spot welding.

特許文献2には、鋼板の組織制御によって結晶粒界を複雑化するだけでは、溶接部の割れ発生を充分に抑制できないことがあるとして、鋼板の成分組成を調整し、熱間圧延鋼板の粒界酸化深さを5μm以下とし、合金化溶融亜鉛めっき処理前の冷間圧延鋼板にFe系電気めっき処理を行うことによって、合金化溶融亜鉛めっき鋼板の粒界侵食深さを5μm以下にすることで、合金化溶融亜鉛めっき鋼板の溶接箇所における割れの発生を抑制する技術が開示されている。   In Patent Document 2, the composition of the steel sheet is adjusted and the grain of the hot-rolled steel sheet is adjusted, assuming that the occurrence of cracks in the welded part may not be sufficiently suppressed only by making the grain boundaries complicated by controlling the structure of the steel sheet. The grain boundary erosion depth of the alloyed hot-dip galvanized steel sheet should be 5 μm or less by performing the Fe-based electroplating process on the cold-rolled steel sheet before the alloying hot-dip galvanizing treatment with the field oxidation depth being 5 μm or less. And the technique which suppresses generation | occurrence | production of the crack in the welding location of a galvannealed steel plate is disclosed.

特許文献3には、亜鉛等のめっきを施した鋼板から電縫鋼管を製造する際に、液体金属脆化防止のために、ストリップ端部の突合せ部のめっきを除去する技術が開示されている。   Patent Document 3 discloses a technique for removing plating at a butt portion of a strip end portion in order to prevent liquid metal embrittlement when an ERW steel pipe is manufactured from a steel plate plated with zinc or the like. .

特開2006−265671号公報JP 2006-265671 A 特開2008−231493号公報JP 2008-231493 A 特開平05−277552号公報Japanese Patent Laid-Open No. 05-277552

このようにスポット溶接箇所の割れの対策は検討されているものの、板組みに亜鉛系めっきが施された鋼板を含むスポット溶接継手において、鋼板と電極との接触箇所の割れが発生しない場合でも、依然として、所望の引張強度が得られないことがある。   Thus, although measures against cracks in spot welds have been studied, in spot welded joints that include steel sheets with zinc-based plating applied to the plate assembly, even when cracks at the contact points between the steel sheets and electrodes do not occur, Still, the desired tensile strength may not be obtained.

本発明者らが調査した結果、所望の引張強度が得られないスポット溶接継手には、 鋼板の重ね合わせ面のコロナボンドの内部に割れが生じていることが確認できた。以下、コロナボンドの内部の割れを「コロナボンド内割れ」という。   As a result of investigations by the present inventors, it was confirmed that a crack was generated in the corona bond on the superposed surface of the steel plate in the spot welded joint where the desired tensile strength could not be obtained. Hereinafter, the internal crack of the corona bond is referred to as “corona bond internal crack”.

図1に、コロナボンド内割れの概略を示す。鋼板1の間に形成されたコロナボンドの領域内に生じる割れがコロナボンド内割れ3である。   In FIG. 1, the outline of the crack in a corona bond is shown. A crack generated in the region of the corona bond formed between the steel plates 1 is a corona bond internal crack 3.

本発明者らの調査の結果、コロナボンド内割れは、スポット溶接の電極が鋼板に垂直に当たっていない場合や、鋼板間に隙間がある場合、板組に780MPa級鋼板以下の強度の鋼板と、それよりも高強度な鋼板が含まれている場合に生じやすいことがわかった。   As a result of the investigation by the present inventors, the crack in the corona bond is a steel plate having a strength of 780 MPa class or less in the plate set when the spot welding electrode is not perpendicular to the steel plate or there is a gap between the steel plates. It was found that it is more likely to occur when steel plates with higher strength are included.

スポット溶接においては、電極に対して鋼板が傾いている場合(図2)、溶接ガンのたわみにより角度が生じる場合(図3)、電極が傾いている溶接ガンを用いる場合(図4)等に、電極が鋼板に垂直に当たらない状態になる。また、溶接箇所の周囲のスペースに制限がある場合等にも、電極が鋼板に垂直に当たらない状態になりやすい。   In spot welding, when the steel plate is tilted with respect to the electrode (FIG. 2), when an angle is generated by the deflection of the welding gun (FIG. 3), when using a welding gun with the electrode tilted (FIG. 4), etc. The electrode does not hit the steel sheet perpendicularly. In addition, when the space around the welded part is limited, the electrode is likely not to hit the steel plate perpendicularly.

本発明は、このような実情に鑑み、亜鉛系めっきが施された鋼板を含む板組のスポット溶接における、鋼板の重ね合わせ面の内割れを防止し、高品質のスポット溶接継手を形成できるスポット溶接方法を提供することを課題とする。   In view of such a situation, the present invention prevents the internal crack of the overlapping surface of the steel plates in the spot welding of the plate set including the steel plates to which the zinc-based plating has been applied, and can form a high-quality spot welded joint. It is an object to provide a welding method.

本発明者らは、前記課題を解決する方法について鋭意検討した。   The present inventors diligently studied a method for solving the above-mentioned problem.

コロナボンド内割れは、通電終了後の冷却過程において生じる液体金属脆化割れであると考えられる。本発明者らの検討の結果、本発明者らは、(i)スポット溶接の際に、コロナボンド内部のZnをコロナボンド外へ排出することと、コロナボンド内部で鋼板中のFeとめっき中のZnを相互拡散させることによって、コロナボンド内部のめっきの融点を上昇させることが可能であり、その結果、液体金属脆化割れが生じる引張応力がかかる前に、めっきを凝固させ、コロナボンド内割れを抑制できること、(ii)電極(チップ)の接触面の法線と鋼板表面の法線との角度が0度からはずれる場合に、液体金属脆化割れが起こり、この角度が大きくなるほど、鋼板に入る引張応力が大きくなるので、より広い範囲でめっきの融点を上昇させる必要があること、これを実現するためには、スポット溶接の通電時間を角度が大きいほど長くすることで、コロナボンド内割れが抑制できることを見出した。   It is thought that the crack in the corona bond is a liquid metal embrittlement crack generated in the cooling process after the end of energization. As a result of the study by the present inventors, the present inventors have (i) discharging the Zn inside the corona bond to the outside of the corona bond and performing the plating with Fe in the steel plate inside the corona bond during spot welding. It is possible to increase the melting point of the plating inside the corona bond by interdiffusion of Zn in the corona bond, and as a result, the plating is solidified before applying the tensile stress that causes liquid metal embrittlement cracking. (Ii) When the angle between the normal of the contact surface of the electrode (chip) and the normal of the surface of the steel sheet deviates from 0 degrees, liquid metal embrittlement cracking occurs. Since the tensile stress entering the region increases, it is necessary to increase the melting point of the plating over a wider range. To achieve this, the energizing time for spot welding is increased as the angle increases. In, coronavirus bond cracks found that can be suppressed.

本発明は、上記知見に基づいてなされたもので、その要旨とするところは以下のとおりである。   The present invention has been made on the basis of the above findings, and the gist thereof is as follows.

(1)部材にスポット溶接する方法であって、上記部材の溶接箇所は、重ね合わされた複数枚の鋼板で構成され、上記重ね合わされた複数枚の鋼板は、重ね合わせ面に亜鉛系めっきが被覆された鋼板を1枚以上含み、スポット溶接の際に、溶接箇所の重ね合わされた複数枚の鋼板の総板厚をt[mm]、溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度をd[度](d>0)としたときに、通電時間を(5t+2.8d+2)/50[sec]以上とすることを特徴とするスポット溶接方法。   (1) A method of spot-welding a member, wherein the welded portion of the member is composed of a plurality of superposed steel plates, and the superposed surfaces of the superposed steel plates are covered with zinc-based plating In the case of spot welding, the total thickness of a plurality of steel plates on which the welding points are overlapped is t [mm], and the normal of the contact surface of the electrode tip attached to the tip of the welding electrode A spot welding method characterized in that the energization time is set to (5t + 2.8d + 2) / 50 [sec] or more, where d [degree] (d> 0) is an angle with the normal to the steel sheet surface.

(2)溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度が1〜20°であることを特徴とする前記(1)のスポット溶接方法。   (2) The spot welding method according to (1) above, wherein an angle between a normal to the contact surface of the electrode tip attached to the tip of the welding electrode and a normal to the surface of the steel sheet is 1 to 20 °.

(3)前記複数枚の鋼板の隣り合う鋼板の引張強さの差が50MPa以上であることを特徴とする前記(1)又は(2)に記載のスポット溶接方法。   (3) The spot welding method according to (1) or (2), wherein a difference in tensile strength between adjacent steel plates of the plurality of steel plates is 50 MPa or more.

(4)前記複数枚の鋼板の隣り合う鋼板の引張強さの差が500MPa以上であることを特徴とする前記(1)又は(2)に記載のスポット溶接方法。   (4) The spot welding method according to (1) or (2), wherein a difference in tensile strength between adjacent steel plates of the plurality of steel plates is 500 MPa or more.

本発明によれば、コロナボンド内部のめっきの融点を上昇させることにより、内割れが生じる引張応力がかかる前にめっきが凝固するので、電極の軸と鋼板表面との角度が垂直から外れる場合であっても、液体金属割れによるコロナボンド内割れの発生を防ぐことができる。   According to the present invention, by increasing the melting point of the plating inside the corona bond, the plating solidifies before the tensile stress that causes internal cracking is applied, so the angle between the electrode shaft and the steel sheet surface is out of the vertical direction. Even if it exists, generation | occurrence | production of the crack in a corona bond by a liquid metal crack can be prevented.

亜鉛系めっき鋼板にスポット溶接を行った場合のコロナボンド内割れの概略を示す図である。It is a figure which shows the outline of the crack in a corona bond at the time of performing spot welding to a zinc-based plated steel plate. 溶接電極に対して鋼板が傾いている場合の概略を示す図である。It is a figure which shows the outline in case a steel plate inclines with respect to a welding electrode. 溶接ガンにたわみが生じている場合の概略を示す図である。It is a figure which shows the outline when the deflection | deviation has arisen in the welding gun. 電極が傾いた溶接ガンを用いた場合の概略を示す図である。It is a figure which shows the outline at the time of using the welding gun in which the electrode inclined. 打角の無い場合の溶接後の溶接箇所の応力分布を示す図である。It is a figure which shows the stress distribution of the welding location after welding when there is no hitting angle. 打角が5度の場合の溶接後の溶接箇所の応力分布を示す図である。(a)は溶接箇所全体の応力分布を示し、(b)はコロナボンド直外近傍の応力分布の拡大図を示す。It is a figure which shows the stress distribution of the welding location after welding in case a hit angle is 5 degree | times. (A) shows the stress distribution of the whole welding location, (b) shows the enlarged view of the stress distribution in the vicinity of the corona bond.

本発明のスポット溶接方法(以下「本発明の溶接法」という)は、亜鉛系めっきが被覆されている鋼板を1枚以上含む複数枚の鋼板が重ね合わされた箇所を含む部材の、鋼板が重ね合わされた箇所を溶接箇所とする場合に、溶接箇所の重ね合わされた複数枚の鋼板の総板厚をt[mm]、溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度をd[度](d>0)としたときに、通電時間を(5t+2.8d+2)/50[sec]以上とするようにして溶接を実施するものである。   The spot welding method of the present invention (hereinafter referred to as “welding method of the present invention”) is a method of superimposing steel plates of a member including a portion where a plurality of steel plates including one or more steel plates coated with zinc-based plating are superimposed. T is the total thickness of a plurality of steel plates on which the welding locations are superposed, the normal of the contact surface of the electrode tip attached to the tip of the welding electrode, and the steel plate surface When the angle with respect to the normal line is d [degrees] (d> 0), welding is performed so that the energization time is (5t + 2.8d + 2) / 50 [sec] or more.

以下、本発明の溶接法に至った検討の経緯、及び本発明の溶接法について詳細に説明する。   Hereinafter, the background of the examination that led to the welding method of the present invention and the welding method of the present invention will be described in detail.

本発明者らは、亜鉛系めっき鋼板を用いて、スポット溶接において、鋼板が重ね合わされた内面側で生じるコロナボンド内割れの発生理由について次のような実験を行い、調査した。   The inventors of the present invention conducted the following experiment and investigated the reason for the occurrence of internal cracks in the corona bond that occurred on the inner surface side where the steel plates were superposed in spot welding using a zinc-based plated steel plate.

亜鉛系めっきが被覆された、及びめっきが被覆されていない、種々の成分組成又は鋼種の鋼板を2枚用いて、種々の溶接条件でスポット溶接を行った。そして、得られたスポット溶接継手のうち、引張強度が低くなるスポット溶接継手のナゲットを含む板厚方向の断面を観察した。   Spot welding was performed under various welding conditions using two steel sheets of various component compositions or steel types coated with zinc-based plating and not coated with plating. And the cross section of the plate | board thickness direction containing the nugget of the spot welded joint from which the tensile strength becomes low among the obtained spot welded joints was observed.

その結果、鋼板の重ね合わせ面の内割れは、合金成分を多く含む加工誘起マルテンサイト相変態を利用した、いわゆるTRIP鋼を用いた場合に生じ、合金成分が少なくフェライト相とマルテンサイト相を複合させた、いわゆるDP鋼を用いた場合には生じ難くかった。   As a result, internal cracks in the overlapped surface of steel sheets occur when using so-called TRIP steel that utilizes work-induced martensitic phase transformation that contains a large amount of alloy components, and there are few alloy components and a composite of ferrite and martensite phases. When so-called DP steel was used, it was difficult to occur.

また、この割れは、引張強度が780MPa以上で、Ceqが0.15質量%以上の高強度鋼板を用いた場合にも発生することがあった。なお、Ceqは下記(1)式に示すものである。   Further, this crack may occur even when a high-strength steel sheet having a tensile strength of 780 MPa or more and Ceq of 0.15% by mass or more is used. Ceq is shown in the following formula (1).

Ceq=[C]+[Si]/30+[Mn]/20+2[P]+4[S]・・・(1)
ただし、[C]、「Si]、[Mn]、[P]、[S]は、C、Si、P、及びSの含有量(質量%)である。
Ceq = [C] + [Si] / 30 + [Mn] / 20 + 2 [P] +4 [S] (1)
However, [C], “Si], [Mn], [P], and [S] are the contents (mass%) of C, Si, P, and S.

また、この割れが発生するスポット溶接の際の鋼板態様としては、溶接電極の軸と鋼板表面とが垂直から外れている状態でスポット溶接した場合に生じることがあった。   Moreover, as a steel plate aspect in the spot welding in which this crack occurs, it may occur when spot welding is performed in a state where the axis of the welding electrode and the steel plate surface are out of the vertical.

溶接後のスポット溶接箇所をモデル化し、応力分布のFEM解析(有限要素法解析)を行った。まず、溶接電極の軸と鋼板表面とが垂直の場合(打角の無い場合)と、溶接電極の軸と鋼板表面とが垂直から5度の角度の場合(打角が5度の場合)のスポット溶接後の溶接箇所の応力分布を計算により求めた。図5に、打角の無い場合の溶接後の溶接箇所の応力分布を示す。図6に、打角が5度の場合の溶接後の溶接箇所の応力分布を示す。図6(a)は、溶接箇所全体の応力分布を示し、図6(b)はコロナボンド直外近傍の応力分布の拡大図を示す。   The spot welding spot after welding was modeled, and FEM analysis (finite element method analysis) of stress distribution was performed. First, when the axis of the welding electrode and the steel plate surface are vertical (when there is no hitting angle), and when the axis of the welding electrode and the steel plate surface are at an angle of 5 degrees from the vertical (when the hitting angle is 5 degrees) The stress distribution at the welded spot after spot welding was obtained by calculation. FIG. 5 shows the stress distribution of the welded portion after welding when there is no strike angle. FIG. 6 shows the stress distribution in the welded portion after welding when the striking angle is 5 degrees. FIG. 6A shows the stress distribution of the entire welded portion, and FIG. 6B shows an enlarged view of the stress distribution in the vicinity of the corona bond.

図5及び図6(a)では、両者とも溶接電極4a、4bと接触した鋼板1の表面に溶接残留応力が高い箇所5がある。また、図6(a)には、鋼板の重ね合わせ面のコロナボンド直外に溶接残留応力が高い箇所6(点線で囲まれる箇所)がある。図6(b)には、このコロナボンド直外近傍の溶接残留応力の高い箇所6の近傍部分の拡大図を示している。このようなコロナボンド直外近傍の溶接残留応力の高い箇所6は、図5に示す打角の無い場合の溶接後の溶接箇所の応力分布には生じなかった。   5 and 6 (a), there is a portion 5 where the welding residual stress is high on the surface of the steel sheet 1 in contact with the welding electrodes 4a and 4b. Moreover, in Fig.6 (a), there exists the location 6 (location enclosed with a dotted line) where welding residual stress is high just outside the corona bond of the overlapping surface of a steel plate. FIG. 6B shows an enlarged view of a portion in the vicinity of the portion 6 having a high welding residual stress in the vicinity immediately outside the corona bond. Such a portion 6 with high welding residual stress in the vicinity of the corona bond directly outside does not occur in the stress distribution of the welded portion after welding when there is no striking angle shown in FIG.

コロナボンド直外の溶接残留応力が高い箇所6は、スポット溶接の際に溶接電極により押しつぶされる過程で圧縮状態にあるが、溶接電極が離れると引張り状態になり、さらに溶接終了後の冷却過程において、亜鉛系めっき金属が凝固する前に、図6に示すように、引張応力が高くなると考えられる。   The portion 6 having a high residual welding stress immediately outside the corona bond is in a compressed state in the process of being crushed by the welding electrode during spot welding, but becomes a tensile state when the welding electrode is separated, and further in the cooling process after the end of welding. As shown in FIG. 6, it is considered that the tensile stress is increased before the zinc-based plated metal is solidified.

これより、本発明者らは、コロナボンドの発達が不十分な場合、コロナボンド内部に液相のめっきが残存し、コロナボンドが接合されていない場合には、コロナボンドの内部に引張応力が高い箇所(図示せず)が発生し、ナゲット形成位置から溶融排除された亜鉛系めっき金属が、コロナボンド内部の引張応力の高い箇所の鋼板の結晶粒界に侵入して、粒界強度を低下させることによりコロナボンド内割れが引き起こされると推察した。   Accordingly, the present inventors have found that when the development of the corona bond is insufficient, the liquid phase plating remains inside the corona bond, and when the corona bond is not joined, there is a tensile stress inside the corona bond. Zinc-based plated metal that has been melted and removed from the nugget formation position invades the crystal grain boundaries of the steel sheet where the tensile stress is high inside the corona bond, and lowers the grain boundary strength. It was inferred that this would cause a crack in the corona bond.

スポット溶接においては、鋼板表面に対してスポット溶接用の電極を垂直に当てるのが基本である。しかしながら、たとえば自動車の組立において、すでに組み上がった構造部材のように溶接箇所の周囲のスペースに制限があり溶接ガンの挿入が困難な箇所等、電極の軸と電極に接触する鋼板表面とを垂直に当てずにスポット溶接することがある。   In spot welding, it is fundamental to apply an electrode for spot welding perpendicularly to the surface of the steel sheet. However, when assembling automobiles, for example, the space around the welded part is limited as in the case of already assembled structural members, and it is difficult to insert a welding gun. Spot welding may occur without contact.

本発明者らは、このような場合において、コロナボンド内部の割れの防止手段について検討した。その結果、亜鉛系めっきの融点を上昇させ、液体金属割れが生じる応力がかかる前にめっきを凝固させることにより、コロナボンド内割れの発生を抑止できると考えた。   In such a case, the present inventors examined a means for preventing cracks inside the corona bond. As a result, it was considered that the occurrence of cracks in the corona bond can be suppressed by raising the melting point of the zinc-based plating and solidifying the plating before applying the stress that causes liquid metal cracking.

そこで、種々の板厚、種々の引張強さの鋼板で板組みをつくり、意図的に鋼板表面と電極(チップ)の角度を90度から傾斜させ、スポット溶接の通電時間を種々変えて、溶接した。スポット溶接後、スポット溶接のナゲット中心を通るように、鋼板を切断し、切断面を観察して、コロナボンド内割れの有無を調べた。   Therefore, we made a plate assembly with steel plates of various plate thicknesses and various tensile strengths, intentionally inclined the angle between the steel plate surface and the electrode (tip) from 90 degrees, and varied the energization time of spot welding, and welding did. After spot welding, the steel sheet was cut so as to pass through the center of the nugget of spot welding, and the cut surface was observed to check for cracks in the corona bond.

その結果、溶接箇所の重ね合わされた複数枚の鋼板の総板厚をt[mm]、電極チップの接触面の法線と鋼板表面の法線との角度をd[度]として、板厚tが大きいほど、かつ、角度dが大きいほど、コロナボンド内割れを防止するための通電時間を長くする必要があることがわかった。多数の実験結果を回帰分析した結果、必要な通電時間は、(5t+2.8d+2)/50[sec]以上であることがわかった。   As a result, the total thickness of the plurality of steel plates on which the welded portions are superimposed is t [mm], and the angle between the normal of the contact surface of the electrode tip and the normal of the steel plate surface is d [degree], and the thickness t It was found that the energization time for preventing cracks in the corona bond needs to be increased as the angle d increases and the angle d increases. As a result of regression analysis of many experimental results, it was found that the necessary energization time was (5t + 2.8d + 2) / 50 [sec] or more.

板厚tが大きいほど、鋼板の加熱に時間がかかり、コロナボンド内部のZnをコロナボンド外へ排出し、さらに鋼板中のFeとめっき中のZnを相互拡散させ、コロナボンド内のめっきにおけるZn濃度を下げ、Zn−Fe合金の融点を上げるのに時間が要するものと推測される。   The larger the sheet thickness t, the longer it takes to heat the steel sheet, the Zn inside the corona bond is discharged out of the corona bond, the Fe in the steel sheet and the Zn in the plating are interdiffused, and the Zn in the plating in the corona bond It is estimated that it takes time to lower the concentration and raise the melting point of the Zn—Fe alloy.

また、角度dが大きいほど、鋼板に生じる引張応力が大きくなると考えられることから、角度dが大きいほど、広い範囲でZn−Fe合金の融点を上げる必要があるため、通電時間を長くする必要があると推定される。   Moreover, since it is thought that the tensile stress which arises in a steel plate becomes large, so that the angle d is large, since it is necessary to raise melting | fusing point of a Zn-Fe alloy in a wide range, so that the angle d is large, it is necessary to lengthen energization time. Presumed to be.

本発明は、以上のような検討過程を経てなされたものである。以下、本発明の溶接法の流れについて説明する。   The present invention has been made through the above examination process. Hereinafter, the flow of the welding method of the present invention will be described.

本発明のスポット溶接に用いる溶接電極は、特に限定されるものではない。通常使用される電極を用いればよい。また、溶接電極と鋼板との接触面も、通常の範囲であれば、問題はない。また、スポット溶接の電極が鋼板に垂直に当たっておらず、溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線とが1〜20°程度の角度をなす状態であっても、本発明は適用可能である。   The welding electrode used for spot welding of the present invention is not particularly limited. A commonly used electrode may be used. Moreover, if the contact surface of a welding electrode and a steel plate is also a normal range, there will be no problem. In addition, the spot welding electrode is not perpendicular to the steel plate, and the normal of the contact surface of the electrode tip attached to the tip of the welding electrode and the normal of the steel plate surface form an angle of about 1 to 20 °. However, the present invention is applicable.

スポット溶接の条件は、特に限定されるものでなく、たとえば、電極をドームラジアス型の先端直径6〜8mmのものとし、加圧力150〜600kgf、通電時間5〜100サイクル(電源周波数50Hz)、通電電流4〜15kAとする。   The conditions for spot welding are not particularly limited. For example, the electrode is a dome radius tip having a tip diameter of 6 to 8 mm, the applied pressure is 150 to 600 kgf, the energization time is 5 to 100 cycles (power supply frequency 50 Hz), and the energization is performed. The current is 4 to 15 kA.

スポット溶接の通電時間を、溶接箇所の重ねあわされた複数枚の鋼板の総板厚をt[mm]、溶接電極に先端に取り付けられる電極チップの接触面の法線と鋼板表面の法線との角度をd[度]として、(5t+2.8d+2)/50[sec]以上とすることによって、コロナボンド内部を高温に保持し、コロナボンド内部におけるZnのコロナボンド外への排出、鋼板中のFeとコロナボンド内におけるめっき中のZnの相互拡散を促進させることが可能となる。これにより、めっきのZn濃度が低くなり、めっきの融点が上昇する。その結果、液体金属脆化割れが生じる応力が生じるタイミングでめっきは既に凝固しており、固体であるため、コロナボンド内割れの発生を抑制できる。   The energization time of the spot welding, the total thickness of a plurality of steel plates overlaid with welding locations, t [mm], the normal of the contact surface of the electrode tip attached to the tip of the welding electrode and the normal of the steel plate surface By setting the angle of d [degree] to (5t + 2.8d + 2) / 50 [sec] or more, the inside of the corona bond is kept at a high temperature, the Zn inside the corona bond is discharged out of the corona bond, It becomes possible to promote the mutual diffusion of Zn during plating in Fe and the corona bond. Thereby, the Zn concentration of the plating is lowered, and the melting point of the plating is increased. As a result, since the plating is already solidified and solid at the timing when the stress that causes liquid metal embrittlement cracking occurs, the occurrence of cracks in the corona bond can be suppressed.

通電時間の上限は特に定めないが、通電時間が長すぎると、短時間での溶接であるスポット溶接の利点が失われるので、実質的な上限は2sec程度である。   The upper limit of the energization time is not particularly defined, but if the energization time is too long, the advantage of spot welding, which is welding in a short time, is lost, so the substantial upper limit is about 2 seconds.

部材は、少なくとも、溶接箇所が重ね合わされた複数枚の鋼板で構成され、そのうちの少なくとも1枚以上の鋼板の重ね合わせ面に亜鉛系めっきが被覆されていれば、特に限定されない。たとえば、全てのスポット溶接される鋼板の重ね合わせ面に亜鉛系めっきが被覆された複数枚の鋼板や、スポット溶接される鋼板の重ね合わせ面に亜鉛系めっきが被覆された鋼板とスポット溶接される鋼板に亜鉛系めっきが被覆されていない鋼板を含む複数枚の鋼板等が例示される。   The member is not particularly limited as long as the member is composed of at least a plurality of steel plates on which the welding locations are overlapped, and the overlapping surface of at least one of the steel plates is covered with zinc-based plating. For example, spot welding is performed with a plurality of steel plates in which zinc-plating is coated on the overlapping surfaces of all spot-welded steel plates or steel plates in which zinc-plating is coated on the overlapping surfaces of spot-welded steel plates. A plurality of steel plates including a steel plate that is not coated with zinc-based plating is exemplified.

また、スポット溶接される重ね合わせ面に亜鉛系めっきが被覆された鋼板において、スポット溶接される鋼板の重ね合わせ面と反対側の面、つまり、溶接電極との接触面には、めっきが被覆されていても、被覆されていなくもよい。ただし、スポット溶接継手の耐食性を考慮すれば、溶接電極との接触面にもめっきが被覆されていることが好ましい。   In addition, in a steel plate in which the overlapped surface to be spot welded is coated with zinc-based plating, the surface opposite to the overlapped surface of the steel plate to be spot welded, that is, the contact surface with the welding electrode is coated with plating. Or may not be coated. However, in consideration of the corrosion resistance of the spot welded joint, it is preferable that the contact surface with the welding electrode is also coated with plating.

本発明に使用される亜鉛系めっきが被覆された鋼板の亜鉛系めっきの種類は特に限定されない。亜鉛が含まれる溶融亜鉛めっき、合金化溶融亜鉛めっき、電気亜鉛めっき、亜鉛・ニッケルめっき、亜鉛・アルミニウム・マグネシウム系めっき等の、いずれのめっきが被覆された鋼板であっても、本発明を適用することができる。   The kind of the zinc-based plating of the steel sheet coated with the zinc-based plating used in the present invention is not particularly limited. The present invention applies to any steel sheet coated with zinc, such as hot dip galvanizing, zinc galvanizing, electrogalvanizing, zinc / nickel plating, zinc / aluminum / magnesium plating, etc. can do.

スポット溶接される複数枚の鋼板として、図2〜4では、2枚の鋼板を記載しているが、接合する構造部品の形態に応じて、3枚以上の複数枚の鋼板とすることができる。スポット溶接される各鋼板の板厚は、特に限定されるものでない。本発明の溶接方法は、板厚が0.5〜3.0mmの鋼板の溶接に好適である。また、複数枚の鋼板の全体の板厚も、特に限定されるものでない。本発明の溶接方法は、全体の板厚が1.0〜7.0mmの鋼板の溶接に好適である。   In FIG. 2 to FIG. 4, two steel plates are described as a plurality of steel plates to be spot welded, but three or more steel plates can be used depending on the form of the structural parts to be joined. . The plate thickness of each steel plate to be spot welded is not particularly limited. The welding method of the present invention is suitable for welding a steel plate having a plate thickness of 0.5 to 3.0 mm. Further, the overall plate thickness of the plurality of steel plates is not particularly limited. The welding method of the present invention is suitable for welding steel plates having a total plate thickness of 1.0 to 7.0 mm.

また、鋼板は、少なくとも一部に板状部を有し、板状部が互いに積み重ね合わされる部分を有するものであればよく、全体が板でなくともよい。また、複数枚の鋼板は、別々の鋼板から構成されるものに限定されず、たとえば、1枚の鋼板を管状等の所定の形状に成形したものを重ね合わせたものでもよい。   Moreover, the steel plate should just have a plate-shaped part in at least one part, and a plate-shaped part has a part by which each other is piled up, and the whole may not be a board. Further, the plurality of steel plates are not limited to those composed of separate steel plates, and for example, a single steel plate formed into a predetermined shape such as a tubular shape may be superimposed.

また、スポット溶接される部材の鋼板は、成分組成や、金属組織等、特に限定されるものでない。ただし、TRIP鋼板や、高強度鋼板でCeqが0.15質量%以上の鋼板を用いたときに、コロナボンド内割れが発生しやすいため、このような鋼板のスポット溶接には、本発明は特に好適である。   Moreover, the steel plate of the member to be spot-welded is not particularly limited, such as component composition and metal structure. However, when a TRIP steel plate or a high strength steel plate having a Ceq of 0.15% by mass or more is used, cracks in the corona bond are likely to occur. Therefore, the present invention is particularly suitable for spot welding of such a steel plate. Is preferred.

本発明者らは、種々の鋼板の板組みを用いた実験から、隣接する鋼板の引張強さの差が50MPa以上になると、コロナボンド内割れが発生しやすくなること、さらにこの差が500MPa以上になると、いっそうコロナボンド内割れが発生しやすいことを確認した。   From experiments using various steel sheet assemblies, the present inventors have found that when the difference in tensile strength between adjacent steel sheets is 50 MPa or more, cracks in corona bonds are likely to occur, and further, this difference is 500 MPa or more. Then, it was confirmed that cracks in the corona bond were more likely to occur.

隣接する鋼板の一方の鋼板の引張強さが低いと、スポット溶接電極が鋼板を加圧した際、引張強さが低いほうの鋼板が大きく変形していた。鋼板が大きく変形すると、コロナボンド内割れに対する感受性が高まるのではないかと推測した。したがって、上記のような引張強さの差がある鋼板が隣接した板組みにおいて、本発明は特に好適である。   When the tensile strength of one of the adjacent steel plates was low, when the spot welding electrode pressed the steel plate, the steel plate having the lower tensile strength was greatly deformed. It was speculated that if the steel sheet was greatly deformed, the sensitivity to corona bond cracking would increase. Therefore, the present invention is particularly suitable for a plate assembly in which steel plates having a difference in tensile strength as described above are adjacent to each other.

コロナボンド内割れの発生の有無の確認方法は、特に限定されるものでなく、ナゲットを含むように板厚方向に切断し、断面を観察して行う方法や、スポット溶接継手の引張試験を実施して所定の引張強度が得られるか否かで判定して行う方法を用いることができる。または、スポット溶接部を含む板厚方向の断面の切断位置によっては、内割れが観察できない場合もあるため、X線透過試験を行って割れを確認してもよい。   The method for confirming the occurrence of cracks in the corona bond is not particularly limited, and a method of cutting in the plate thickness direction so as to include the nugget and observing the cross section, and conducting a tensile test of the spot welded joint Thus, it is possible to use a method of determining whether or not a predetermined tensile strength can be obtained. Or, depending on the cutting position of the cross section in the plate thickness direction including the spot welded portion, the internal crack may not be observed. Therefore, an X-ray transmission test may be performed to confirm the crack.

コロナボンド内割れは、めっきが被覆された鋼板の重ね合わせ面、又はめっきが被覆された鋼板とめっきを介して重ね合わされている鋼板の面におけるコロナボンド内に発生する。   The crack in the corona bond is generated in the corona bond on the overlapping surface of the steel sheet coated with plating or on the surface of the steel sheet coated with plating and the steel sheet overlapped through plating.

以上、本発明の溶接方法について説明した。本発明の溶接法は、自動車用の亜鉛系めっき鋼板のスポット溶接に好適であるが、本発明はこれに限定されるものではない。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は、各種車両、一般機械、家電、船舶等の部材にも適用可能である。   The welding method of the present invention has been described above. The welding method of the present invention is suitable for spot welding of galvanized steel sheets for automobiles, but the present invention is not limited to this. As long as the object of the present invention is achieved without departing from the gist of the present invention, the present invention can be applied to members of various vehicles, general machines, home appliances, ships, and the like.

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に示す、亜鉛系めっきが施された鋼板を、表2〜3に示す板組で重ねあわせ、両側から、先端直径6mmのドームラジアス型電極で、重ねあわせた鋼板を挟み込み、表2〜3に記載の加圧力で押し付けつつ、表2〜3に記載の通電時間、通電電流で、スポット溶接を行い、試験片を作製した。   The steel plates to which zinc-based plating shown in Table 1 is applied are overlapped with the plate assemblies shown in Tables 2 to 3, and the overlapped steel plates are sandwiched by dome radius type electrodes having a tip diameter of 6 mm from both sides. While pressing with the pressurizing force described in 3, spot welding was performed with the energizing time and energizing current described in Tables 2 to 3 to prepare test pieces.

なお、表2〜3の打角dは、溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度を意味する。また、Wt[sec]は、式:(5t+2.8d+2)/50により求められる値を示す。   In addition, the striking angle d in Tables 2 to 3 means an angle between the normal line of the contact surface of the electrode tip attached to the tip of the welding electrode and the normal line of the steel plate surface. Wt [sec] represents a value obtained by the formula: (5t + 2.8d + 2) / 50.

Figure 2018039019
Figure 2018039019

Figure 2018039019
Figure 2018039019

Figure 2018039019
Figure 2018039019

作製した試験片について、コロナボンド内割れの有無を確認した。割れの確認は、ナゲットを含むように、試験片を板厚方向に切断して、その断面を確認して行った。結果を表2〜3に示す。   About the produced test piece, the presence or absence of the crack in a corona bond was confirmed. The crack was confirmed by cutting the test piece in the plate thickness direction so as to include the nugget and confirming the cross section. The results are shown in Tables 2-3.

表2〜3に示すように、板厚と角度に応じて、本発明の通電時間を実施すれば、コロナボンド内割れの発生を抑制できることが確認できた。   As shown in Tables 2 to 3, it was confirmed that the occurrence of cracks in the corona bond can be suppressed by carrying out the energization time according to the present invention according to the plate thickness and angle.

本発明によれば、溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度が1〜20度と、電極が鋼板に対し傾いた状態でスポット溶接が行われても、めっきの溶融に起因する液体金属割れを抑えることができるので、コロナボンド内割れの発生を防ぐことができる。よって、本発明は、産業上の利用可能性が高い。   According to the present invention, the angle between the normal of the contact surface of the electrode tip attached to the tip of the welding electrode and the normal of the steel plate surface is 1 to 20 degrees, and spot welding is performed in a state where the electrode is inclined with respect to the steel plate. Even if it is carried out, liquid metal cracking due to melting of the plating can be suppressed, so that occurrence of cracks in the corona bond can be prevented. Therefore, the present invention has high industrial applicability.

1 鋼板
2 ナゲット
3 内割れ
4a 溶接電極
4b 溶接電極
5 鋼板表面の溶接残留応力が高い箇所
6 コロナボンド直外の溶接残留応力が高い箇所
DESCRIPTION OF SYMBOLS 1 Steel plate 2 Nugget 3 Internal crack 4a Welding electrode 4b Welding electrode 5 The place where the welding residual stress of a steel plate surface is high 6 The place where the welding residual stress right outside corona bond is high

Claims (4)

部材にスポット溶接する方法であって、
上記部材の溶接箇所は、重ね合わされた複数枚の鋼板で構成され、
上記重ね合わされた複数枚の鋼板は、重ね合わせ面に亜鉛系めっきが被覆された鋼板を1枚以上含み、
スポット溶接の際に、溶接箇所の重ね合わされた複数枚の鋼板の総板厚をt[mm]、溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度をd[度](d>0)としたときに、通電時間を(5t+2.8d+2)/50[sec]以上とすることを特徴とするスポット溶接方法。
A method of spot welding to a member,
The welded portion of the member is composed of a plurality of stacked steel plates,
The plurality of superposed steel plates include one or more steel plates whose overlapping surfaces are coated with zinc plating,
At the time of spot welding, the total thickness of a plurality of steel plates on which the welding locations are superimposed is t [mm], and the normal of the contact surface of the electrode tip attached to the tip of the welding electrode and the normal of the steel plate surface A spot welding method, wherein the energization time is (5t + 2.8d + 2) / 50 [sec] or more when the angle is d [degrees] (d> 0).
溶接電極の先端に取り付けられる電極チップの接触面の法線と、鋼板表面の法線との角度が1〜20°であることを特徴とする請求項1に記載のスポット溶接方法。   2. The spot welding method according to claim 1, wherein an angle between a normal line of a contact surface of an electrode tip attached to a tip of the welding electrode and a normal line of a steel plate surface is 1 to 20 °. 前記重ね合わされた複数枚の鋼板における隣接する鋼板の引張強さの差が50MPa以上であることを特徴とする請求項1又は2に記載のスポット溶接方法。   The spot welding method according to claim 1 or 2, wherein a difference in tensile strength between adjacent steel plates in the superposed plurality of steel plates is 50 MPa or more. 前記重ね合わされた複数枚の鋼板における隣接する鋼板の引張強さの差が500MPa以上であることを特徴とする請求項1又は2に記載のスポット溶接方法。   The spot welding method according to claim 1 or 2, wherein a difference in tensile strength between adjacent steel plates in the superposed plurality of steel plates is 500 MPa or more.
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