JPH02115352A - Worked parts having weld zone excellent in strength characteristic - Google Patents

Worked parts having weld zone excellent in strength characteristic

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Publication number
JPH02115352A
JPH02115352A JP63264192A JP26419288A JPH02115352A JP H02115352 A JPH02115352 A JP H02115352A JP 63264192 A JP63264192 A JP 63264192A JP 26419288 A JP26419288 A JP 26419288A JP H02115352 A JPH02115352 A JP H02115352A
Authority
JP
Japan
Prior art keywords
hardness
nugget
strength
less
plate thickness
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP63264192A
Other languages
Japanese (ja)
Other versions
JPH068480B2 (en
Inventor
Koji Kishida
岸田 宏司
Masahiko Oda
昌彦 織田
Norio Ikenaga
池永 則夫
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Corp
Original Assignee
Nippon Steel Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nippon Steel Corp filed Critical Nippon Steel Corp
Priority to JP63264192A priority Critical patent/JPH068480B2/en
Publication of JPH02115352A publication Critical patent/JPH02115352A/en
Publication of JPH068480B2 publication Critical patent/JPH068480B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To obtain worked parts in which steel plate is used as a base material and which has superior cruciform joint tensile strength by providing a worked product of the prescribed plate thickness prepared by subjecting a steel plate with a specific composition to spot welding, reducing absolute hardness in a nugget zone, and providing a part increased in hardness in comparison with the hardness of a base material to a heat-affected zone on the periphery of the nugget. CONSTITUTION:A worked product of 0.4-10.0mm plate thickness prepared by subjecting a steel plate which has a composition containing, by weight, <=0.015% C, 0.05-1.5% Mn, <=0.030% S, 0.8-3.0% Cu, <=0.100% P, <=1.0% Si, <=0.0050% N, and 0.002-0.10% Sol.Al and further containing, if necessary, one or more kinds among 0.01-0.2% Ti, <=0.0030% B, and 1.0% Ni to spot welding is provided. Further, when X and Y represent Vickers hardness in the above worked zone and Vickers hardness in the nugget zone, respectively, the hardness in a heat-affected zone located at a distance equal to plate thickness from the outside periphery of the nugget is regulated to >=1/4.(3X+Y). By this method, the worked parts showing extremely superior cruciform tensile strength and having a weld zone excellent in strength characteristics can be obtained.

Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は高Cu系高強度薄鋼板を素材とし、静的強度お
よび動的強度の優れたスポット溶接部を有する加工部品
に関する。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a processed part made of a high-Cu type high-strength thin steel plate and having a spot welded part with excellent static and dynamic strength.

[従来の技術] 最近、プレス加工性およびスポット溶接性に優れた高強
度鋼板の開発に対する利用者側からの要請は極めて強い
[Prior Art] Recently, there has been an extremely strong demand from users for the development of high-strength steel sheets with excellent press workability and spot weldability.

例えば、衝突時の自動車乗員保護のための安全規制の強
化に対し、衝突エネルギー吸収能が大きく、衝突時の変
形の少ない銅板として高強度鋼板の適用が検討されてお
り、一方自動車の高級化にともなう各種機器の新規搭載
に関し、車体重量の増加と、それによる燃料消費の増大
を回避するために、鋼板の板厚減少による軽量化が鋭意
試みられており、このためにも強度の高い鋼板が要求さ
れている。
For example, in response to the tightening of safety regulations to protect automobile occupants in the event of a collision, the use of high-strength steel sheets as copper plates, which have a high ability to absorb collision energy and are less likely to deform during a collision, is being considered. In order to avoid the increase in vehicle weight and the resulting increase in fuel consumption when installing new equipment, efforts are being made to reduce the weight of steel plates by reducing their thickness.For this purpose, high strength steel plates are being used. requested.

また、かかる薄鋼板は一般にプレス加工により成形され
、溶接で組み立てられ一体の構造物として使用されるた
め、破断やくびれを伴うことなく良好な寸法精度で複雑
な形状に成形し得る十分な加工性を有し、更にその後の
組立工程で溶接構造物として組み立てられた状態で、良
好な強度.耐衝撃性.疲労強度等を具備する必要から、
溶接性、なかんずくスポット溶接性に優れていることが
要求される。
In addition, since such thin steel sheets are generally formed by press working and assembled by welding and used as an integral structure, they have sufficient workability to be formed into complex shapes with good dimensional accuracy without breakage or constriction. It also has good strength when assembled as a welded structure in the subsequent assembly process. Impact resistance. Due to the need to have fatigue strength, etc.
It is required to have excellent weldability, especially spot weldability.

しかし、従来の加工用高強度薄鋼板は炭素量約0、03
96以上であり、その炭素を利用した焼入れによる組織
強化の他にMn,Si,P等の固溶強化元素を添加した
り、TiやNb等の炭窒化物による析出強化を活用して
製造されるのが通常であり、このような方法で鋼板を高
強度化した場合、鋼板のスポット溶接部の強度、特に静
的強度の十字引張強度は鋼板強度の増加とともに低下す
る問題があるため、高強度薄鋼板の使用が制限されてい
た。
However, conventional high-strength thin steel sheets for processing have a carbon content of approximately 0.03
96 or higher, and is manufactured by adding solid solution strengthening elements such as Mn, Si, P, etc., or by utilizing precipitation strengthening with carbonitrides such as Ti and Nb, in addition to strengthening the structure by quenching using carbon. Normally, when steel plates are made to have high strength using this method, there is a problem that the strength of the spot welds of the steel plates, especially the cross tensile strength of static strength, decreases as the steel plate strength increases. The use of high-strength thin steel plates was restricted.

[発明が解決しようとする課題] 薄鋼板構造として代表的な自動車の車体を例にとると、
自動車の車体および車体を構成する部品は、鋼板をプレ
ス成形し、これをスポット溶接によって組みつけること
を基本としている。乗用車1台当たりのスポット溶接点
数は約4000点と多く、その際、用いられる継手の形
状としては第1図に示すようなものが基本的である。
[Problem to be solved by the invention] Taking the example of an automobile body, which is a typical example of a thin steel plate structure,
Automobile bodies and the parts that constitute them are basically press-formed steel plates and assembled by spot welding. The number of spot welding points per passenger car is as large as about 4,000, and the shape of the joint used is basically as shown in FIG. 1.

一般に薄鋼板構造における継手強度として、静的強度と
して引張剪断強度,十字引張強度が、動的強度としては
疲労強度.衝撃強度.クリープ強度が問題とさわる。
In general, the static strength of a joint in a thin steel plate structure is tensile shear strength and cross tensile strength, and the dynamic strength is fatigue strength. Impact strength. Creep strength is an issue.

スポット溶接継手の引張剪断強度は第2図に示すように
、母材の引張強度にほぼ比例する。しかし、十字引張強
度は、第3図に示すように、母材の引張強度に比例せず
、場合によっては、低下することがある。このような強
度特性は車体の軽量化のために高強度鋼板を採用しても
十字引張継手強度の向上が期待出来ないことを示してお
り、高強度鋼板の採用部位が制限されるなど問題になっ
ている点である。
As shown in FIG. 2, the tensile shear strength of a spot welded joint is approximately proportional to the tensile strength of the base material. However, as shown in FIG. 3, the cross tensile strength is not proportional to the tensile strength of the base material, and may decrease in some cases. These strength characteristics indicate that even if high-strength steel plates are used to reduce the weight of the car body, the strength of the cross-tension joints cannot be expected to be improved. This is the point.

本発明は、この問題に鋭意検討を加え、高強度鋼板を母
材として、十字引張継手強度の優れた加了部品を提供す
る技術を開発したものである。
The present invention has focused on this problem and has developed a technology that uses high-strength steel plates as a base material to provide finished parts with excellent cross-tension joint strength.

[課題を解決するための手段] 本発明に係る加工部品は、次のように構成される。すな
わち、 重量tで C  O.015 96以下 Mn O.05 〜L5 5k S  0.030 $以下 Cu O.8〜3.0 ’* P  O.100 N以下 Si 1.0を以下 N O.0050 %以下 Sol.AQ O.002〜0.10 ’!を含有し、
更に必要に応じて0.01−0.24にのTiと、0、
0030!に以下のBと、】、Ot以下のNiとのうち
,1種または複数種を含有し、残部不可避的不純物およ
びFeよりなる鋼板をスポット溶接した板厚0.4〜1
0.0mmの加工品であって、母材の硬さ(ビッカース
硬さ)をX、ナゲツト部の硬さ(ビッカース硬さ)をY
とすると、Y≦270で且つナゲツト外周から板厚と同
じ距離離れた熱影響部の硬さ(ビッカース硬さ)がイ・
(3X+Y)以上であることを特徴とする特許 加工部品である。
[Means for Solving the Problems] A processed part according to the present invention is configured as follows. That is, C O. with weight t. 015 96 or less Mn O. 05 ~L5 5k S 0.030 $ or less Cu O. 8-3.0'*P O. 100 N or less Si 1.0 or less N O. 0050% or less Sol. AQ O. 002~0.10'! Contains
Furthermore, if necessary, Ti of 0.01-0.24 and 0,
0030! A steel plate with a thickness of 0.4 to 1 spot welded containing one or more of the following B and Ni below Ot, with the remainder consisting of unavoidable impurities and Fe.
For a 0.0mm processed product, the hardness of the base material (Vickers hardness) is X, and the hardness of the nugget part (Vickers hardness) is Y.
If Y≦270 and the hardness (Vickers hardness) of the heat-affected zone at a distance equal to the plate thickness from the outer periphery of the nugget is
This is a patented processed part characterized in that it is (3X+Y) or more.

以下、本発明の内容について説明する。The contents of the present invention will be explained below.

周知の如く、スポット溶接は溶接部に大電流を集中し、
これによって生ずるジュール熱を熱源として加熱し、同
時に大きな加圧力を与えて、大電流・加圧下に金属を接
合するものである。この際、溶接部の温度は材料の融点
以上に達し、この溶融接合しているナゲツト部と、その
周りに溶融はしていないが顕微鏡組織や機械的性質が変
化している熱影響部が形成される。第4図はスポット溶
接部の温度分布の一例を示したものである。
As is well known, spot welding concentrates a large current on the welding area,
The Joule heat generated by this is used as a heat source to heat the metal, and at the same time applies a large pressure to join metals under high current and pressure. At this time, the temperature of the weld zone reaches above the melting point of the materials, and a heat-affected zone is formed around the nugget where the weld is fused and where the microscopic structure and mechanical properties have changed, although they are not melted. be done. FIG. 4 shows an example of temperature distribution in a spot weld.

尚、溶接条件は第1表に示す通りであり、供試材の板厚
は2.0mmである。
The welding conditions are as shown in Table 1, and the thickness of the sample material is 2.0 mm.

第1表 スポット溶接条件 この様なスポット溶接条件において、従来の高強度熱延
鋼板(0.15!IiC − 0.7木Mn)を溶接し
た場合の硬さ分布の一例を第4図に併記した。第4図に
おいて特徴的なことは、従来の高強度鋼板の場合にはナ
ゲツト部の硬さが局部的に著しく硬いことである。この
現象は、”溶接部の引張剪断試験では問題にならないが
、十字引張試験では以下に述べる理由で溶接部の強度を
低下させる原因になると考えられる。即ち、スポット溶
接部の引張剪断試験では負荷時に溶接部の回転が生じる
ため、破断直前の溶接部は第5図(a)のような形状に
なる。
Table 1 Spot welding conditions An example of the hardness distribution when welding conventional high-strength hot rolled steel plates (0.15!IiC - 0.7 Wood Mn) under these spot welding conditions is also shown in Figure 4. did. What is characteristic in FIG. 4 is that in the case of a conventional high-strength steel plate, the hardness of the nugget portion is locally extremely hard. This phenomenon is not a problem in tensile shear tests of welds, but in cross tension tests it is considered to be a cause of reducing the strength of welds for the following reasons.In other words, in tensile shear tests of spot welds, Since the welded part sometimes rotates, the welded part immediately before rupture has a shape as shown in FIG. 5(a).

この場合の負荷は、主として■と■の間で作用し、溶接
部への力の伝達には■と■および■と■の間の一種の切
り欠きの影響は小さくなる。従って、破断は硬さの硬い
ナゲツト部ではなく、軟らかい母材でおこる。これに対
し、十字引張試験では溶接部に加わる力は溶接部の周囲
全体にわたるものである。これは第5図(b)に示すよ
うに、■と■および■と■の間の切り欠きを介して、溶
接部端部に大きな集中応力として作用する。ナゲット内
金属および熱影響部のこの負荷に対する抵抗が小さい時
には、破断は低い荷重でナゲツト内に生じる。このこと
が、従来の高強度鋼板では、母材の引張強さの上昇と共
に、溶接部の引張剪断強さは前記第2図に示した如く上
昇し、十字引張強さは前記第3図に示した如く低下する
所以と考えられる。
In this case, the load mainly acts between ■ and ■, and the influence of a kind of notch between ■ and ■ and between ■ and ■ becomes small on the transmission of force to the welding part. Therefore, the fracture occurs not in the hard nugget portion but in the soft base material. In contrast, in the cross tension test, the force applied to the weld is applied to the entire periphery of the weld. As shown in FIG. 5(b), this acts as a large concentrated stress on the end of the welded portion through the notches between ■ and ■ and between ■ and ■. Fracture occurs within the nugget at low loads when the resistance of the metal within the nugget and the heat affected zone to this load is low. This means that in conventional high-strength steel plates, as the tensile strength of the base metal increases, the tensile shear strength of the weld increases as shown in Figure 2 above, and the cross tensile strength increases as shown in Figure 3 above. This is thought to be the reason for the decrease as shown.

本発明者等は、上記の如き状況に基づき鋭意検討した結
果、第4図に併記した如く、従来のものに比較してナゲ
ツト部の絶対硬さを低く抑えると共に、ナゲツト周辺の
熱影響部に母材硬さに対する硬さの上昇部を与えること
により、引張剪断強さはもとより、従来では得られなが
った十字引張強さの優れた溶接部を得ようというもので
ある。
As a result of intensive studies based on the above situation, the inventors of the present invention have found that, as shown in Fig. 4, the absolute hardness of the nugget is kept low compared to the conventional one, and the heat-affected zone around the nugget is By providing a portion whose hardness increases relative to the hardness of the base metal, it is possible to obtain a welded portion with excellent not only tensile shear strength but also cross tensile strength, which has not been available in the past.

以下、本発明の基礎となった実験結果について説明する
。ナゲツト部の硬さを抑えるには、焼入れ性を高める元
素である例えばC,Mnを制御する必要がある。ナゲツ
ト外周部の熱影響部の最高到達温度は、ナゲツトからの
距離によって異なるが、約1000℃から700 ”C
であり、この温度から室温まで極〈短時間で冷却される
。この温度と時間でもって析出させて、ナゲツト外周部
の熱影響部の硬さを所定の硬さに保ち得る元素について
種々検討した結果、Cuが最適であることを見出した。
The experimental results that formed the basis of the present invention will be explained below. In order to suppress the hardness of the nugget portion, it is necessary to control elements that improve hardenability, such as C and Mn. The maximum temperature reached by the heat affected zone on the outer periphery of the nugget varies depending on the distance from the nugget, but ranges from approximately 1000°C to 700"C.
It is cooled from this temperature to room temperature in an extremely short time. As a result of various studies on elements that can be precipitated at this temperature and time to maintain the hardness of the heat-affected zone on the outer periphery of the nugget at a predetermined level, it has been found that Cu is optimal.

AMキルド熱延鋼板においてC 、Mn,Cuの含有量
を種々変えた場合の、スポット溶接部の断面硬さおよび
十字引張強さを調査した。なお、溶接条件は第1表と同
じである。これらのスポット溶接部について、ナゲツト
部の硬さ(ビッヵース硬さ)と十字引張強さの関係を整
理したところ、第6図に示すように十字引張強ざは、ナ
ゲツト外周部の熱影響部の硬さと母材部の硬さXおよび
ナゲツト部の硬さYとの相対関係に相関し、ナゲツト外
周から板厚と同じ距1111!lれた熱影響部の硬さを
イ・(3X+Y)以上とすることによフて、極めて優れ
た十字引張強さが得られることが判明した。
The cross-sectional hardness and cross tensile strength of spot welds were investigated when the contents of C, Mn, and Cu were varied in AM-killed hot-rolled steel sheets. Note that the welding conditions are the same as in Table 1. For these spot welds, the relationship between the hardness of the nugget part (Vickers hardness) and the cross tensile strength was summarized, and as shown in Figure 6, the cross tensile strength is the same as that of the heat affected zone on the outer periphery of the nugget. It is correlated with the relative relationship between the hardness, the hardness X of the base material part, and the hardness Y of the nugget part, and the distance from the outer periphery of the nugget is 1111, which is the same as the plate thickness! It has been found that extremely excellent cross tensile strength can be obtained by setting the hardness of the heat-affected zone to 1.(3X+Y) or more.

即ち、ナゲツト外周から板厚と同じ距離離れた熱影響部
の硬さがイ・(3X+Y)を超えない場合には、ナゲツ
ト部の硬さが硬くなると十字引張強さは小さくなるが、
ナゲツト外周から板厚と同じ距離離れた熱影響部の硬さ
が%・(3X+Y)以上となるとY≦270の範囲では
ナゲツト部の硬さが硬くなると十字引張強さは大きくな
ることが判明した。そして更に研究を重ねた結果、組成
を特定した鋼板を通常の方法でスポット溶接することに
よりて、スポット溶接後に上記のような溶接部の硬さ分
布をもつ強度特性の優れた溶接部を有する加工部品を得
ることが出来たのである。
In other words, if the hardness of the heat-affected zone at a distance equal to the plate thickness from the outer periphery of the nugget does not exceed I (3X + Y), as the hardness of the nugget increases, the cross tensile strength decreases;
It was found that when the hardness of the heat-affected zone at a distance equal to the plate thickness from the outer periphery of the nugget is %・(3X+Y) or more, the cross tensile strength increases as the hardness of the nugget increases in the range of Y≦270. . As a result of further research, we found that by spot welding steel plates with a specified composition using a conventional method, we were able to create a welded part with excellent strength properties with the above-mentioned hardness distribution after spot welding. I was able to get the parts.

次に、この発明における加工部品の素材となる薄鋼板の
成分範囲の限定理由を説明する。
Next, the reason for limiting the composition range of the thin steel plate that is the raw material for the processed parts in this invention will be explained.

Cは焼入れ性を高める元素であり、ナゲツト部の硬さを
低く抑える為には極力低減させることが必要であると同
時に、加工時の延性を高くし、且つCu添加の効果を最
大限に引き出す為には0.015!に以下とする必要が
ある。Cが0.01596を超えるとナゲツト部の硬さ
が270を超える為、その上限を0.015%とする。
C is an element that increases hardenability, and it is necessary to reduce it as much as possible in order to keep the hardness of the nugget portion low. At the same time, it increases ductility during processing and maximizes the effect of Cu addition. 0.015 for that! must be as follows. If C exceeds 0.01596, the hardness of the nugget portion exceeds 270, so the upper limit is set to 0.015%.

Mnは焼入れ性を高める元素であり1.ナゲツト部の硬
さを270以下と低く抑える為には1.5を以下とする
必要がある。Mn量が余り低くなりすぎると鋼板の表面
疵が発生し易くなるのでその下限を0.05tとする。
Mn is an element that improves hardenability.1. In order to keep the hardness of the nugget portion as low as 270 or less, it is necessary to keep the hardness to 1.5 or less. If the Mn content becomes too low, surface flaws will easily occur on the steel plate, so the lower limit is set to 0.05 t.

Sは鋼板の加工性を高めるためには低いほうが好ましく
、上限を0.03!にとする。
In order to improve the workability of the steel plate, it is preferable that S be lower, and the upper limit is 0.03! Totosu.

Cuはナゲツト外周部の熱影響部に、母材硬さに対する
硬さの上昇部を与えるために重要な元素である。Cuは
加工後のスポット溶接前は固溶状態にしておき、溶接時
の入熱によって熱影響部にCuを析出させて硬さの上昇
を図る。0.8を未満では十字引張強さの向上につなが
る熱影響部の硬さ上昇が不十分であり、ナゲツト外周か
ら板厚と同じ距離離れた熱影響部の硬さが属・(3X+
Y)を超えないため、下限を0.8tとする。一方、3
.0!kを超えると鋼板の表面品質が劣化するため、上
限は3.0!Jとする。
Cu is an important element for providing the heat-affected zone on the outer periphery of the nugget with an area whose hardness increases relative to the hardness of the base material. Cu is kept in a solid solution state after processing and before spot welding, and the heat input during welding causes Cu to precipitate in the heat affected zone to increase the hardness. If it is less than 0.8, the increase in hardness of the heat-affected zone that leads to improvement in cross tensile strength is insufficient, and the hardness of the heat-affected zone at a distance equal to the plate thickness from the outer periphery of the nugget is
Y), the lower limit is set to 0.8t. On the other hand, 3
.. 0! If it exceeds k, the surface quality of the steel plate will deteriorate, so the upper limit is 3.0! Let it be J.

Pは鋼板の強度および耐蝕性を高める元素として有効で
あるが、その必要のない時は、P量は0.03%以下で
あってもよい。一方、鋼板の強度および耐蝕性を高める
場合には0,06〜0.10%のPの添加が好ましい。
P is effective as an element for increasing the strength and corrosion resistance of steel sheets, but when it is not necessary, the amount of P may be 0.03% or less. On the other hand, in order to improve the strength and corrosion resistance of the steel plate, it is preferable to add 0.06 to 0.10% of P.

しかし、0.1ONを超えるとナゲツト部の脆化が著し
くなり溶接強度が低下するので、上限をO,IO’4と
する。
However, if it exceeds 0.1 ON, the nugget portion becomes extremely brittle and the welding strength decreases, so the upper limit is set to O, IO'4.

Siは通常、不純物としては0.03!に以下含まれる
が、鋼板の強度を上げる元素としてその必要強度レベル
に応じて1.Ot以下、好ましくは0.3〜1.0!e
i添加する。しかし、1.Hを超えると鋼板の表面性状
を劣化させるために、その上限を1.Hとする。
Si is usually 0.03 as an impurity! The following elements are included in 1. depending on the required strength level as elements that increase the strength of steel sheets. Ot or less, preferably 0.3 to 1.0! e
Add i. However, 1. If it exceeds H, the surface quality of the steel plate will deteriorate, so the upper limit is set to 1. Let it be H.

N量は加工性を高めるために低いほうが好ましく、0.
00509&以下とする。
The amount of N is preferably lower in order to improve workability, and is preferably 0.
00509 & below.

Sol、Aiは脱酸に必要な元素であり、Sol、A党
が0.002%未満では脱酸が不十分であり、−ガラす
ぎるとアルミナ生成量か増え、鋼板の表面品質に悪影響
を与えるので、その上限を0.1096とする。
Sol and Al are elements necessary for deoxidation, and if Sol and A are less than 0.002%, deoxidation will be insufficient, and if they are too empty, the amount of alumina produced will increase, which will have a negative impact on the surface quality of the steel sheet. Therefore, the upper limit is set to 0.1096.

Tiは必要に応じて添加するものであり、Tiを0、O
1〜0.2tの範囲で添加するとCとNはTiによって
固定されるため、得られる鋼板は非時効性の鋼板となり
加工性がより向上し、より複雑な形状の加工部品への加
工が可能となる。高度なプレス加工性を得る為には0.
01%以上の添加が必要であり、一方0.2亀より多く
することはコスト的に不利である。
Ti is added as necessary, and Ti is added to 0, O
When added in the range of 1 to 0.2 t, C and N are fixed by Ti, so the resulting steel plate becomes a non-aging steel plate with improved workability and can be processed into parts with more complex shapes. becomes. 0.0 to obtain high press workability.
It is necessary to add more than 0.01%, and on the other hand, adding more than 0.2% is disadvantageous in terms of cost.

Niは本発明の加工部品の表面品質を高品位に保つのに
有効である。必要に応じて1.H以下添加してもよい。
Ni is effective in maintaining high quality of the surface of the processed parts of the present invention. 1. as necessary. H or less may be added.

但し、1.0!Iiを超えればNiの効果が飽和するの
で上限を1.0tとする。
However, 1.0! If it exceeds Ii, the effect of Ni will be saturated, so the upper limit is set at 1.0t.

Bは本発明の加工部品の表面品質を高品位に保つのに有
効である。必要に応じて0.0030!に以下添加して
もよい。但し、0.0030!kを超えればBの効果が
飽和するのみならず、ナゲツトの硬さが硬くなって十字
引張強さが低下するので上限を0.0030亀とする。
B is effective in maintaining high quality surface quality of the processed parts of the present invention. 0.0030 if necessary! The following may be added to. However, 0.0030! If it exceeds k, not only the effect of B will be saturated, but also the hardness of the nugget will become hard and the cross tensile strength will decrease, so the upper limit is set at 0.0030 mm.

以上のような組成を有する鋼板は、加工後通常の方法で
スポット溶接することにより強度特性の優れた溶接部を
有する加工部品となるが、以下にスポット溶接条件の一
例を述べる。
A steel plate having the composition described above can be spot-welded in a conventional manner after processing to produce a processed part having a welded part with excellent strength characteristics.An example of spot-welding conditions will be described below.

溶接条件の設定に当たっては、基本的にはRWMA推奨
条件を主体にすればよいが、板厚の変化による溶接条件
の相違を出来るだけ無くしたい場合には、溶接電流を除
く他の条件は板厚の関数として決めるのが好ましい。即
ち、板厚をt (mIll)として、通電時間T=10
t+2(交流サイクル)、加圧力P=200〜400 
・t (kgf)等である。尚、電極保持時間の長さに
iって溶接部の冷却速度が異なるが、熱影響部にCuの
析出を十分に行わせるには冷却速度が遅い方が好ましく
、電極保持時間は短い方が好ましい。
When setting welding conditions, you can basically use the RWMA recommended conditions as the main one, but if you want to eliminate differences in welding conditions due to changes in plate thickness as much as possible, other conditions except welding current should be set based on the plate thickness. It is preferable to determine it as a function of . That is, when the plate thickness is t (mIll), the energization time T = 10
t+2 (AC cycle), pressure P = 200 to 400
・t (kgf) etc. Note that the cooling rate of the weld zone differs depending on the length of the electrode holding time, but in order to cause sufficient Cu precipitation in the heat-affected zone, a slower cooling rate is preferable, and a shorter electrode holding time is preferable. preferable.

本発明において板厚を0.4〜10.0m+aに限定し
た理由は以下の通りである。本発明においては素材は熱
延鋼板および冷延銅板を対象とするが、板厚が0.4m
mよりも薄い材料は本発明の対象とする用途には余り使
われないこととあわせて、板厚が0.4mmよりも薄く
なると溶接後の冷却速度が著しく大きくなってナゲツト
部の硬さが270を超えてしまうため、板厚の下限を0
.4mmとする。一方、板厚が10.0mmを超えると
本発明の対象とする用途には余り′使われないためその
上限を10 、0mmとする。
The reason why the plate thickness is limited to 0.4 to 10.0 m+a in the present invention is as follows. In the present invention, the materials used are hot-rolled steel plates and cold-rolled copper plates, and the plate thickness is 0.4 m.
In addition to the fact that materials thinner than 0.4 mm are not often used for the applications targeted by the present invention, when the plate thickness becomes thinner than 0.4 mm, the cooling rate after welding increases significantly, resulting in the hardness of the nugget part. Since the thickness exceeds 270, the lower limit of the plate thickness is set to 0.
.. The length shall be 4 mm. On the other hand, if the plate thickness exceeds 10.0 mm, it is rarely used for the purpose of the present invention, so the upper limit is set at 10.0 mm.

[実施例] 以下にこの発明の実施例を比較例と共に示す。[Example] Examples of the present invention will be shown below along with comparative examples.

(実施例1) 第2表に示す組成の熱延鋼板(板厚は2.0mm )N
o、1〜16を、第1表に示す条件でスポット溶接し、
溶接部の硬さ分布を測定するとともに十字引張強さ、引
張剪断強さおよび表面品質を評価した。第2表から明ら
かなように、この発明の成分範囲の素材ill No、
 1 、2 、8〜15ハ、いずレモスポット溶接部の
強度特性に優れ且つ表面品質が優れている゛ことが明ら
かである。なお鋼No、3の比較材はC含有量が高いも
のであるが、この場合にはナゲツト部の硬さが硬く十字
引張強度が劣っている。鋼N004の比較材はMn含有
量が低く、表面品質が劣っている。鋼No、5の比較材
はMn含有量が高く、ナゲツト部の硬さが硬くて十字引
張強度が劣っている。鋼N086の比較材はCu含有量
が低く、熱影響部の硬さが十分ではなく十字引張強度が
劣っている。鋼N097の比較材はCu含有量が高く、
十字引張強さは優れているが表面品質が劣っている。鋼
No、16の比較材は素材が従来のC−Mn系の熱延鋼
板であり、ナゲツト部の硬さが高く十字引張強さが著し
く劣っている。尚、本発明材の素材熱延鋼板の製造方法
は以下の通りである。第2表に示す組成の鋼片を105
0℃〜1250℃で加熱したのち、860℃〜930℃
で熱延を終了し、350〜150℃で巻き取り、酸洗を
して製造した。
(Example 1) Hot-rolled steel plate with the composition shown in Table 2 (thickness: 2.0 mm)N
o, 1 to 16 are spot welded under the conditions shown in Table 1,
The hardness distribution of the weld was measured, and the cross tensile strength, tensile shear strength, and surface quality were evaluated. As is clear from Table 2, the materials in the component range of this invention are No.
It is clear that the Lemospot welds in Examples 1, 2, 8 to 15 have excellent strength properties and excellent surface quality. Comparative steel No. 3 has a high C content, but in this case, the nugget portion is hard and the cross tensile strength is poor. Comparative steel N004 has a low Mn content and poor surface quality. Comparative steel No. 5 has a high Mn content, has a hard nugget portion, and is inferior in cross tensile strength. The comparative steel N086 has a low Cu content, insufficient hardness in the heat affected zone, and poor cross tensile strength. The comparison material of steel N097 has a high Cu content;
Good cross tensile strength but poor surface quality. Comparative steel No. 16 is made of a conventional C--Mn hot-rolled steel plate, has high hardness in the nugget portion, and is significantly inferior in cross tensile strength. The method for manufacturing the hot-rolled steel sheet used as the material of the present invention is as follows. 105 pieces of steel with the composition shown in Table 2
After heating at 0℃~1250℃, 860℃~930℃
The hot rolling was completed at 350 to 150° C., and the product was manufactured by being pickled.

(実施例2) 第3表に示す組成の冷延鋼板(板厚は0.8mm)No
、 17 、18を第4表に示す条件でスポット溶接し
、溶接部の硬さ分布を測定するとともに十字引張強さ、
引張剪断強さおよび表面品質を評価した。第3表から明
らかなように、この発明の成分範囲の素材鋼No、17
はスポット溶接部の強度特性に優れ且つ表面品質が優れ
ている。ことが明らかである。
(Example 2) Cold-rolled steel plate with the composition shown in Table 3 (thickness: 0.8 mm) No.
, 17, and 18 were spot welded under the conditions shown in Table 4, and the hardness distribution of the welded part was measured, as well as the cross tensile strength,
Tensile shear strength and surface quality were evaluated. As is clear from Table 3, material steel No. 17 in the composition range of this invention
has excellent strength properties and surface quality of spot welds. That is clear.

なお鋼No、18の比較材はC含有量が高いものである
が、この場合にはナゲツト部の硬さが硬く十字引張強度
が劣フている。尚、本発明No、 17の素材冷延鋼板
の製造方法は以下の通りである。第3表に示す組成の鋼
片を1050℃で加熱したのち、880℃で熱延を終了
し、250℃で巻き取り、板厚4.0II1mの熱延鋼
板を得た。その後酸洗をし、圧下率80tの冷間圧延を
行った後連続焼鈍した。連続焼鈍条件は、800℃で1
分間の再結晶焼鈍をし、ついで100℃/秒の冷却速度
で室温まで冷却した。
Although the comparative steel No. 18 has a high C content, in this case, the hardness of the nugget portion is hard and the cross tensile strength is poor. In addition, the manufacturing method of the material cold-rolled steel sheet of the present invention No. 17 is as follows. After heating the steel slabs having the compositions shown in Table 3 at 1050°C, hot rolling was completed at 880°C and coiled at 250°C to obtain hot rolled steel plates with a thickness of 4.0II1 m. Thereafter, it was pickled, cold rolled at a rolling reduction of 80 tons, and then continuously annealed. Continuous annealing conditions are 800℃ and 1
Recrystallization annealing was performed for 1 minute, followed by cooling to room temperature at a cooling rate of 100° C./sec.

[発明の効果] ゛上述したように本発明によれば、スポット溶接継手の
従来の問題点を解決することによって、自動車への高強
度鋼板の使用を促進し、乗員の安全性や経済性に寄与す
る。
[Effects of the Invention] As described above, according to the present invention, by solving the conventional problems of spot welded joints, the use of high-strength steel plates in automobiles is promoted, and passenger safety and economy are improved. Contribute.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図(a)〜(b)はスポット溶接継手の基本構造を
示す図であり、第2図はスポット溶接部の引張剪断強さ
と母材の引張強さの関係を示す図であり、第3図はスポ
ット溶接部の十字引張強さと母材の引張強さの関係を示
す図であり、第4図はスポット溶接部の温度分布及び硬
さ分布の一例を示す図であり、第5図(a) 、 (b
)は破断直館の溶接部の形状を示す図であり、第6図は
十字引張強さとナゲツト硬さとの関係を、母材およびナ
ゲツトの硬さに対する熱影響部の硬さの値に対応して示
す相関図である。
Figures 1 (a) and (b) are diagrams showing the basic structure of a spot welded joint, and Figure 2 is a diagram showing the relationship between the tensile shear strength of the spot weld and the tensile strength of the base metal. Figure 3 is a diagram showing the relationship between the cross tensile strength of the spot weld and the tensile strength of the base metal, Figure 4 is a diagram showing an example of the temperature distribution and hardness distribution of the spot weld, and Figure 5 is a diagram showing an example of the temperature distribution and hardness distribution of the spot weld. (a), (b
) is a diagram showing the shape of a welded part directly at fracture, and Figure 6 shows the relationship between cross tensile strength and nugget hardness, corresponding to the hardness of the heat-affected zone with respect to the hardness of the base metal and nugget. FIG.

Claims (1)

【特許請求の範囲】 1、重量%で C0.015%以下 Mn0.05〜1.5% S0.030%以下 Cu0.8〜3.0% P0.100%以下 Si1.0%以下 N0.0050%以下 Sol.Al0.002〜0.10% を必須成分として含有し、残部不可避的不純物およびF
eよりなる鋼板をスポット溶接した板厚0.4〜10.
0mmの加工品であって、母材の硬さ(ビッカース硬さ
)をX、ナゲット部の硬さ(ビッカース硬さ)をYとす
ると、Y≦270で且つナゲット外周から板厚と同じ距
離離れた熱影響部の硬さ(ビッカース硬さ)が1/4・
(3X+Y)以上であることを特徴とする強度特性の優
れた溶接部を有する加工部品。 2、重量%で C0.015%以下 Mn0.05〜1.5% S0.030%以下 Cu0.8〜3.0% P0.100%以下 Si1.0%以下 N0.0050%以下 Sol.Al0.002〜0.10% を含有し、更に0.01〜0.2%のTiと、0.00
30%以下のBと、1.0%以下のNiとのうち、1種
または複数種を含有し、残部不可避的不純物およびFe
よりなる鋼板をスポット溶接した板厚0.4〜10.0
mmの加工品であって、母材の硬さ(ビッカース硬さ)
をX、ナゲット部の硬さ(ビッカース硬さ)をYとする
と、Y≦270で且つナゲット外周から板厚と同じ距離
離れた熱影響部の硬さ(ビッカース硬さ)が1/4・(
3X+Y)以上であることを特徴とする強度特性の優れ
た溶接部を有する加工部品。
[Claims] 1. In weight%, C 0.015% or less Mn 0.05-1.5% S 0.030% or less Cu 0.8-3.0% P 0.100% or less Si 1.0% or less N 0.0050 % or less Sol. Contains 0.002 to 0.10% Al as an essential component, and the remainder is unavoidable impurities and F.
The plate thickness is 0.4 to 10.
0mm processed product, where the hardness of the base material (Vickers hardness) is X, and the hardness of the nugget part (Vickers hardness) is Y, then Y≦270 and the same distance as the plate thickness from the outer periphery of the nugget. The hardness of the heat affected zone (Vickers hardness) is 1/4.
A processed part having a welded part with excellent strength characteristics, characterized in that the strength is (3X+Y) or more. 2. C0.015% or less Mn 0.05-1.5% S 0.030% or less Cu 0.8-3.0% P 0.100% or less Si 1.0% or less N 0.0050% or less Sol. Contains 0.002-0.10% Al, further 0.01-0.2% Ti, and 0.00% Ti.
Contains one or more of 30% or less B and 1.0% or less Ni, with the remainder being unavoidable impurities and Fe.
Plate thickness 0.4 to 10.0 made by spot welding steel plates made of
mm processed product, the hardness of the base material (Vickers hardness)
If X is the hardness of the nugget (Vickers hardness), then Y≦270 and the hardness (Vickers hardness) of the heat-affected zone at a distance equal to the plate thickness from the outer periphery of the nugget is 1/4・(
A processed part having a welded part with excellent strength characteristics, characterized in that the strength is 3
JP63264192A 1988-10-21 1988-10-21 Processed parts with welds with excellent strength characteristics Expired - Lifetime JPH068480B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP63264192A JPH068480B2 (en) 1988-10-21 1988-10-21 Processed parts with welds with excellent strength characteristics

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP63264192A JPH068480B2 (en) 1988-10-21 1988-10-21 Processed parts with welds with excellent strength characteristics

Publications (2)

Publication Number Publication Date
JPH02115352A true JPH02115352A (en) 1990-04-27
JPH068480B2 JPH068480B2 (en) 1994-02-02

Family

ID=17399757

Family Applications (1)

Application Number Title Priority Date Filing Date
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Country Status (1)

Country Link
JP (1) JPH068480B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009001839A (en) * 2007-06-19 2009-01-08 Kobe Steel Ltd High strength spot welded joint
US20120129006A1 (en) * 2009-07-31 2012-05-24 Neturen Co., Ltd. Welding structural part and welding method of the same
JP2012140685A (en) * 2011-01-05 2012-07-26 Sumitomo Metal Ind Ltd Welded joint

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5717049B2 (en) 2011-02-22 2015-05-13 スズキ株式会社 Control device for internal combustion engine

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009001839A (en) * 2007-06-19 2009-01-08 Kobe Steel Ltd High strength spot welded joint
US20120129006A1 (en) * 2009-07-31 2012-05-24 Neturen Co., Ltd. Welding structural part and welding method of the same
EP2460613A4 (en) * 2009-07-31 2015-11-04 Neturen Co Ltd WELDED COMPONENT AND WELDING METHOD
US9498840B2 (en) * 2009-07-31 2016-11-22 Neturen Co., Ltd. Welding structural part and welding method of the same
JP2012140685A (en) * 2011-01-05 2012-07-26 Sumitomo Metal Ind Ltd Welded joint

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