JP6780386B2 - Spot welding method - Google Patents

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JP6780386B2
JP6780386B2 JP2016172758A JP2016172758A JP6780386B2 JP 6780386 B2 JP6780386 B2 JP 6780386B2 JP 2016172758 A JP2016172758 A JP 2016172758A JP 2016172758 A JP2016172758 A JP 2016172758A JP 6780386 B2 JP6780386 B2 JP 6780386B2
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spot welding
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steel plates
corona bond
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翔 松井
翔 松井
千智 吉永
千智 吉永
康信 宮▲崎▼
康信 宮▲崎▼
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Nippon Steel Corp
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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 method of spot welding a plurality of steel sheets including a zinc-based plated steel sheet.

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 an automobile, a galvanized steel sheet having excellent corrosion resistance is widely used from the viewpoint of high 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 original plating plates are used in the zinc-based plated 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 in the assembly of automobile bodies and the installation of parts. However, when spot welding is performed on a zinc-based plated high-strength steel sheet, there is a problem that the steel sheet in contact with the welding electrode is cracked.

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。 In this crack, tensile stress due to the pressing force of the electrode, thermal expansion and contraction of the steel plate is applied to the welded part, and zinc melted on the surface of the steel plate at the welded part, copper of the electrode, etc. penetrate into the steel plate and increase the grain boundary strength. It is said that the cracks are caused by so-called liquid metal brittleness caused by lowering. In automobile bodies, there is a problem that the strength decreases when the welded portion is significantly cracked, and a technique for suppressing the cracked 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, the composition of the steel plate is adjusted so that the austenite phase generated during spot welding is made into fine crystal grains and has a metal structure intricately intertwined with the crystal grains of other phases. , A technique has been disclosed that complicates the diffusion infiltration route of molten zinc into grain boundaries, makes it difficult for molten zinc to penetrate, and prevents liquid metal brittle 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。 Patent Document 2 states that it may not be possible to sufficiently suppress the occurrence of cracks in the welded portion simply by complicating the grain boundaries by controlling the structure of the steel sheet, and the composition of the steel sheet is adjusted to adjust the grain of the hot-rolled steel sheet. The grain boundary erosion depth of the alloyed hot-dip zinc-plated steel sheet should be 5 μm or less by setting the field oxidation depth to 5 μm or less and performing Fe-based electroplating on the cold-rolled steel sheet before the alloyed hot-dip zinc-plated steel sheet. So, a technique for suppressing the occurrence of cracks at a welded portion of an alloyed hot-dip zinc-plated steel sheet 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 the butt portion at the end of a strip in order to prevent embrittlement of liquid metal when manufacturing an electrosewn steel pipe from a steel plate plated with zinc or the like. ..

特開2006−265671号公報Japanese Unexamined Patent Publication No. 2006-265671 特開2008−231493号公報Japanese Unexamined Patent Publication No. 2008-231493 特開平05−277552号公報Japanese Unexamined Patent Publication 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。 Although countermeasures against cracks at spot welds have been studied in this way, even if cracks do not occur at the contact points between the steel plate and the electrodes in a spot welded joint containing a steel plate with zinc-based plating on the plate assembly. 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 investigation by the present inventors, it was confirmed that the spot welded joint in which the desired tensile strength could not be obtained had cracks inside the corona bond on the overlapping surface of the steel sheet. Hereinafter, the crack inside the corona bond is referred to as "crack inside the corona bond".

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。 FIG. 1 shows an outline of internal cracks in the corona bond. The crack generated in the region of the corona bond formed between the steel plates 1 is the 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, when the spot welding electrode does not hit the steel plate vertically or there is a gap between the steel plates, the corona bond internal cracks are found in a steel plate having a strength of 780 MPa class steel plate or less. It was found that it is more likely to occur when a steel plate with higher strength is 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 electrodes (Fig. 2), when an angle is generated due to the deflection of the welding gun (Fig. 3), when a welding gun with tilted electrodes is used (Fig. 4), etc. , The electrode does not hit the steel plate vertically. Further, even when the space around the welded portion is limited, the electrode tends not to hit the steel plate vertically.

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 circumstances, the present invention is a spot that can prevent internal cracking of the overlapping surfaces of steel plates and form a high-quality spot welded joint in spot welding of a plate assembly including a steel plate subjected to zinc plating. An object of the present invention is 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 have diligently studied a method for solving the above problems.

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。 The internal cracks in the corona bond are considered to be liquid metal embrittlement cracks that occur in the cooling process after the end of energization. As a result of the examination by the present inventors, the present inventors are (i) discharging Zn inside the corona bond to the outside of the corona bond and plating Fe in the steel plate inside the corona bond during spot welding. By interdiffusing the Zn of the above, it is possible to raise the melting point of the plating inside the corona bond, and as a result, the plating is solidified before the tensile stress that causes brittle cracking of the liquid metal is applied, and the inside of the corona bond is formed. Cracking can be suppressed, and (ii) Liquid metal brittle cracking occurs when the angle between the normal line of the contact surface of the electrode (chip) and the normal line of the steel plate surface deviates from 0 degrees, and the larger this angle, the more the steel plate Since the tensile stress that enters becomes large, it is necessary to raise the melting point of the plating in a wider range. To achieve this, the energization time of spot welding is lengthened as the angle is larger, so that the inside of the corona bond We found that cracking 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 based on 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) In a method of spot welding to a member, the welded portion of the member is composed of a plurality of laminated steel plates, and the overlapped surface of the plurality of laminated steel plates is coated with zinc-based plating. In the case of spot welding, the total thickness of the plurality of steel plates in which the welded parts are overlapped is t [mm], and the normal line of the contact surface of the electrode tip attached to the tip of the welded electrode. A spot welding method characterized in that the energization time is (5t + 2.8d + 2) / 50 [sec] or more when the angle with the normal line of the steel plate surface is d [degree] (d> 0).

(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 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 °.

(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) above, wherein the 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) above, wherein the 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 raising the melting point of the plating inside the corona bond, the plating solidifies before the tensile stress that causes internal cracking is applied, so that the angle between the electrode axis and the surface of the steel sheet deviates from the vertical. Even if there is, it is possible to prevent the occurrence of internal cracks in the corona bond due to liquid metal cracks.

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 the corona bond when spot welding is performed on the galvanized steel sheet. 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 the case where a steel plate is tilted 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 welding gun is bent. 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 in the case of using the welding gun in which the electrode is tilted. 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 welded part 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 welded part after welding when the striking angle is 5 degrees. (A) shows the stress distribution of the entire welded portion, and (b) shows an enlarged view of the stress distribution in the immediate 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。 In the spot welding method of the present invention (hereinafter referred to as "welding method of the present invention"), steel plates of a member including a portion in which a plurality of steel plates including one or more steel plates coated with zinc-based plating are overlapped are overlapped. When the welded part is the welded part, the total thickness of the plurality of steel plates in which the welded parts are overlapped is t [mm], the normal of the contact surface of the electrode tip attached to the tip of the welded electrode, and the surface of the steel plate. Welding is performed so that the energizing time is (5t + 2.8d + 2) / 50 [sec] or more when the angle with the normal line is d [degree] (d> 0).

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 study leading 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。 Using zinc-based plated steel sheets, the present inventors conducted the following experiments to investigate the reasons for the occurrence of internal cracks in the corona bond that occur on the inner surface side where the steel sheets are overlapped in spot welding.

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 having various composition or steel grades, which were coated with zinc-based plating and not coated with plating. Then, among the obtained spot welded joints, the cross section in the plate thickness direction including the nugget of the spot welded joint having a low tensile strength 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 cracking of the overlapped surface of the steel sheet occurs when so-called TRIP steel, which utilizes work-induced martensitic phase transformation containing a large amount of alloy components, is used, and the ferrite phase and martensite phase are compounded with few alloy components. It was difficult to occur when the so-called DP steel was used.

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 a Ceq of 0.15% by mass or more is used. Ceq is shown in the following equation (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。 Further, as a mode of the steel plate at the time of spot welding in which this crack occurs, it may occur when spot welding is performed in a state where the shaft of the welding electrode and the surface of the steel plate are off 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 welded part after welding was modeled, and FEM analysis (finite element method analysis) of the stress distribution was performed. First, when the axis of the welding electrode and the surface of the steel plate are vertical (when there is no striking angle) and when the axis of the welding electrode and the surface of the steel plate are at an angle of 5 degrees from the vertical (when the striking angle is 5 degrees). The stress distribution at the welded part after spot welding was calculated. FIG. 5 shows the stress distribution of the welded portion after welding when there is no striking angle. FIG. 6 shows the stress distribution of 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 immediate 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。 In FIGS. 5 and 6A, there is a portion 5 having a high welding residual stress on the surface of the steel sheet 1 in contact with the welding electrodes 4a and 4b. Further, in FIG. 6A, there is a portion 6 (a portion surrounded by a dotted line) where the welding residual stress is high just outside the corona bond on the overlapping surface of the steel sheets. FIG. 6B shows an enlarged view of a portion near the portion 6 having a high welding residual stress in the immediate vicinity of the corona bond. Such a portion 6 having a high welding residual stress in the immediate vicinity of the corona bond did not occur in the stress distribution of the welded portion after welding when there was 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 welding residual stress directly 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 welding is completed. As shown in FIG. 6, it is considered that the tensile stress increases before the zinc-based plated metal solidifies.

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。 From this, 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 bonded, the tensile stress is generated inside the corona bond. High points (not shown) are generated, and the zinc-based plated metal melted and removed from the nugget formation position invades the grain boundaries of the steel sheet at the high tensile stress inside the corona bond, reducing the grain boundary strength. It was speculated that this would cause internal cracking of 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 basic to apply the spot welding electrode perpendicularly to the surface of the steel sheet. However, in the assembly of automobiles, for example, the shaft of the electrode and the surface of the steel plate in contact with the electrode are vertical, such as a place where the space around the welded part is limited and it is difficult to insert the welding gun, such as a structural member already assembled. Spot welding may occur without hitting.

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 have studied means for preventing cracks inside the corona bond. As a result, it was considered that the occurrence of internal cracks in the corona bond could be suppressed by raising the melting point of the zinc-based plating and solidifying the plating before the stress that causes liquid metal cracks was applied.

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, a plate assembly is made of steel plates of various thicknesses and various tensile strengths, the angle between the steel plate surface and the electrode (chip) is intentionally tilted from 90 degrees, and the energization time of spot welding is variously changed for welding. did. After spot welding, the steel plate was cut so as to pass through the center of the spot welded nugget, and the cut surface was observed to check for internal 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 plate thickness of the plurality of steel plates in which the welded portions are overlapped 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 plate thickness is t. It was found that the larger the value and the larger the angle d, the longer the energization time for preventing internal cracking of the corona bond was required. As a result of regression analysis of many experimental results, it was found that the required 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 plate thickness t, the longer it takes to heat the steel sheet, the Zn inside the corona bond is discharged to the outside of the corona bond, and the Fe in the steel sheet and the Zn during plating are mutually diffused, and the Zn in the plating inside the corona bond is diffused. It is presumed 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。 Further, it is considered that the larger the angle d, the larger the tensile stress generated in the steel sheet. Therefore, the larger the angle d, the wider the melting point of the Zn—Fe alloy needs to be raised. Therefore, it is necessary to lengthen the 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-mentioned 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. Commonly used electrodes may be used. Further, if the contact surface between the welding electrode and the steel plate is also within the normal range, there is no problem. Further, the spot-welded electrode does not hit the steel plate perpendicularly, and the normal of the contact surface of the electrode tip attached to the tip of the weld 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 has a dome radius type tip diameter of 6 to 8 mm, a pressing force of 150 to 600 kgf, an energizing time of 5 to 100 cycles (power frequency 50 Hz), and energization. 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 energizing time for spot welding is the total thickness of multiple steel plates that are overlapped at the welded part, t [mm], and the normal line of the contact surface of the electrode tip attached to the tip of the weld electrode and the normal line 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, Zn is discharged to the outside of the corona bond inside the corona bond, and the inside of the steel sheet is discharged. It is possible to promote mutual diffusion of Fe and Zn during plating in the corona bond. As a result, the Zn concentration of the plating is lowered and the melting point of the plating is raised. As a result, the plating is already solidified at the timing when the stress at which the liquid metal embrittlement cracks occur, and since it is a solid, the occurrence of cracks inside 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 energizing time is not particularly defined, but if the energizing time is too long, the advantage of spot welding, which is welding in a short time, is lost, so the practical upper limit is about 2 sec.

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 it is composed of at least a plurality of steel plates in which welded portions are overlapped, and the overlapped surface of at least one of the steel plates is coated with zinc-based plating. For example, it is spot-welded to a plurality of steel sheets in which the overlapping surfaces of all spot-welded steel sheets are coated with zinc-based plating, or to steel sheets in which the overlapping surfaces of spot-welded steel sheets are coated with zinc-based plating. Examples thereof include a plurality of steel sheets including a steel sheet in which the steel sheet is not coated with zinc-based plating.

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。 Further, in a steel sheet in which the superposed surface to be spot-welded is coated with zinc-based plating, the surface opposite to the superposed surface of the spot-welded steel sheet, that is, the contact surface with the welding electrode is coated with plating. It may or may not be coated. However, considering the corrosion resistance of the spot welded joint, it is preferable that the contact surface with the weld 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 type of zinc-based plating of the zinc-based plating-coated steel sheet used in the present invention is not particularly limited. The present invention is applied to steel sheets coated with any of zinc-containing hot-dip galvanizing, alloyed hot-dip galvanizing, electrogalvanizing, zinc / nickel plating, zinc / aluminum / magnesium-based 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。 Although two steel plates are shown in FIGS. 2 to 4 as the plurality of steel plates to be spot welded, three or more steel plates may be used depending on the form of the structural parts to be joined. .. The 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 total thickness of the plurality of steel plates is not particularly limited. The welding method of the present invention is suitable for welding a steel plate having an overall 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。 Further, the steel plate may have at least a plate-shaped portion at least in part and may have a portion in which the plate-shaped portions are stacked on each other, and the entire steel plate does not have to be a plate. Further, the plurality of steel plates are not limited to those composed of separate steel plates, and for example, one steel plate formed into a predetermined shape such as a tubular shape may be superposed.

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。 Further, the steel plate of the member to be spot welded is not particularly limited in terms of composition, metal structure, and the like. However, when a TRIP steel sheet or a high-strength steel sheet having a Ceq of 0.15% by mass or more is used, internal cracks in the corona bond are likely to occur. Therefore, the present invention is particularly suitable for spot welding of such steel sheets. Suitable.

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 plate braids, the present inventors have found that when the difference in tensile strength between adjacent steel plates is 50 MPa or more, internal cracking in the corona bond is likely to occur, and further, this difference is 500 MPa or more. At that time, it was confirmed that internal 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, the steel plate having the lower tensile strength was significantly deformed when the spot weld electrode pressed the steel plate. It was speculated that if the steel sheet was significantly deformed, the sensitivity to internal cracks in the corona bond 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 presence or absence of internal 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 or a tensile test of the spot welded joint is carried out. It is possible to use a method of determining whether or not a predetermined tensile strength can be obtained. Alternatively, since internal cracks may not be observed depending on the cutting position of the cross section in the plate thickness direction including the spot welded portion, the cracks may be confirmed by performing an X-ray transmission test.

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。 Internal cracks in the corona bond occur in the corona bond on the surface of the steel sheet coated with plating or the surface of the steel sheet coated with plating and the steel sheet overlapped via 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 thereto. As long as the gist of the present invention is not deviated and the object of the present invention is achieved, it 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, an example of the present invention will be described. The conditions in the examples are one condition example adopted for confirming the feasibility and effect of the present invention, and the present invention is described in this one condition example. It is not limited. In the present invention, various conditions can be adopted as long as the gist of the present invention is not deviated and the object of the present invention is achieved.

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 zinc-based plated steel plates shown in Table 1 are laminated by the plate sets shown in Tables 2 and 3, and the laminated steel plates are sandwiched between the dome radius type electrodes having a tip diameter of 6 mm from both sides. A test piece was prepared by spot welding with the energizing time and energizing current shown in Tables 2 to 3 while pressing with the pressing force shown in 3.

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。 The striking angle d in Tables 2 and 3 means 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 surface of the steel sheet. Further, Wt [sec] indicates a value obtained by the formula: (5t + 2.8d + 2) / 50.

Figure 0006780386
Figure 0006780386

Figure 0006780386
Figure 0006780386

Figure 0006780386
Figure 0006780386

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。 Regarding the prepared test piece, the presence or absence of internal cracks in the 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 thereof. 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 and 3, it was confirmed that the occurrence of internal cracks in the corona bond can be suppressed by carrying out the energization time of 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, spot welding is performed with 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 at an angle of 1 to 20 degrees and the electrode tilted with respect to the steel plate. Even if it is performed, cracking of the liquid metal due to melting of the plating can be suppressed, so that the occurrence of cracking inside 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
1 Steel plate 2 Nugget 3 Internal crack 4a Welding electrode 4b Welding electrode 5 Where the welding residual stress on the surface of the steel plate is high 6 Where the welding residual stress directly outside the 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]、2つの溶接電極の軸がそれぞれ鋼板表面の法線となす鋭角のうち大きい方の角度を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。
It is a method of spot welding to a member.
The welded portion of the above member is composed of a plurality of stacked steel plates.
The plurality of laminated steel sheets include one or more steel sheets whose overlapping surfaces are coated with zinc-based plating.
At the time of spot welding, the total thickness of multiple steel plates with overlapping welded parts is t [mm], and the larger of the sharp angles formed by the axes of the two weld electrodes with the normal line of the steel plate surface is d. A spot welding method characterized in that the energization time is (5t + 2.8d + 2) / 50 [sec] or more when [degree] (d> 0) is set.
2つの溶接電極の軸がそれぞれ鋼板表面の法線となす鋭角のうち大きい方の角度が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。 The spot welding method according to claim 1, wherein the larger angle of the acute angles formed by the axes of the two welding electrodes with the normal of the steel sheet 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 the difference in tensile strength between adjacent steel plates in the plurality of stacked 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 the difference in tensile strength between adjacent steel plates in the plurality of stacked steel plates is 500 MPa or more.
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