JP3156512B2 - Laser welded joint structure between laminated steel sheet and ordinary steel sheet - Google Patents

Laser welded joint structure between laminated steel sheet and ordinary steel sheet

Info

Publication number
JP3156512B2
JP3156512B2 JP18723694A JP18723694A JP3156512B2 JP 3156512 B2 JP3156512 B2 JP 3156512B2 JP 18723694 A JP18723694 A JP 18723694A JP 18723694 A JP18723694 A JP 18723694A JP 3156512 B2 JP3156512 B2 JP 3156512B2
Authority
JP
Japan
Prior art keywords
steel sheet
joint
laminated steel
laminated
ordinary
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.)
Expired - Fee Related
Application number
JP18723694A
Other languages
Japanese (ja)
Other versions
JPH0852580A (en
Inventor
康司 藤井
清史 上井
悟史 児玉
恭典 松田
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.)
JFE Engineering Corp
Original Assignee
JFE Engineering 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 JFE Engineering Corp filed Critical JFE Engineering Corp
Priority to JP18723694A priority Critical patent/JP3156512B2/en
Publication of JPH0852580A publication Critical patent/JPH0852580A/en
Application granted granted Critical
Publication of JP3156512B2 publication Critical patent/JP3156512B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B23MACHINE TOOLS; METAL-WORKING NOT OTHERWISE PROVIDED FOR
    • B23KSOLDERING OR UNSOLDERING; WELDING; CLADDING OR PLATING BY SOLDERING OR WELDING; CUTTING BY APPLYING HEAT LOCALLY, e.g. FLAME CUTTING; WORKING BY LASER BEAM
    • B23K2103/00Materials to be soldered, welded or cut
    • B23K2103/02Iron or ferrous alloys
    • B23K2103/04Steel or steel alloys

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】この発明は、積層鋼板と普通鋼板
とのレーザー溶接結合部構造の改良に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an improvement in the structure of a laser welded joint between a laminated steel sheet and a normal steel sheet.

【0002】[0002]

【従来の技術】積層鋼板は、鋼板間に高分子樹脂が存在
するもので、加工性、施工性等は、普通鋼板の場合とは
全く異なり、プレス成形時に表皮鋼板が剥離すること、
曲げ加工時に形状異常(カモメ現象)が起こること、ス
ポット溶接が困難となること、ネジ止め部でトルクダウ
ンが起こること、タップ加工部の強度が低く、充分な締
結強度が得られないこと、積層鋼板端部の耐食性が劣る
こと等、多くの適用上の問題点がある。
2. Description of the Related Art A laminated steel sheet has a polymer resin between the steel sheets, and its workability and workability are completely different from those of a normal steel sheet.
Abnormal shape (gull phenomena) during bending, spot welding becomes difficult, torque decreases at screwed parts, strength of tapping parts is low, sufficient fastening strength cannot be obtained, lamination There are many application problems, such as poor corrosion resistance at the end of the steel sheet.

【0003】これらの問題を解決する方法として、積層
鋼板そのものを改良する方法がある。例えば、高分子樹
脂の弾性率、伸びを限定し、表皮鋼板との接着力を高め
ることにより、加工性を向上する方法(特開昭60−8
2349号公報)、高分子樹脂に導電性金属粉を添加
し、スポット溶接性を付与する方法(特開昭50−79
920号公報、特公昭60−912号公報、特開昭62
−87341号公報、特開昭57−146649号公
報、特公昭61−29261号公報)、ボルト締め部を
加熱した状態でボルト締めし、高分子樹脂の厚みを薄く
した状態にすることにより、トルクダウンを防止する方
法(特公昭63−34324号公報)、腐食環境下で溶
出の少ない表面処理鋼板を用いて、端面耐食性を向上す
る方法(特公平2−27145号公報)等がある。
[0003] As a method of solving these problems, there is a method of improving the laminated steel sheet itself. For example, a method of improving the workability by limiting the elastic modulus and elongation of a polymer resin and increasing the adhesive force with a skin steel plate (Japanese Patent Laid-Open No. 60-8 / 1985)
No. 2349), a method of adding a conductive metal powder to a polymer resin to impart spot weldability (Japanese Patent Laid-Open No. 50-79).
No. 920, JP-B-60-912, JP-A-62
JP-A-87341, JP-A-57-146649, and JP-B-61-29261), by tightening bolts while heating the bolted portions to reduce the thickness of the polymer resin, thereby reducing the torque. For example, there is a method of preventing downing (Japanese Patent Publication No. 63-34324), a method of improving the end face corrosion resistance by using a surface-treated steel sheet with little elution in a corrosive environment (Japanese Patent Publication No. 2-27145), and the like.

【0004】しかし、積層鋼板そのものを改良する方法
では適用上の問題点がある程度は改良されるものの、適
用にあたってプレス金型の形状調整、スポット溶接条件
の変更、作業工程の増加等が必要であり、積層鋼板の適
用性に関して抜本的な解決には至らない。
[0004] However, while the method of improving the laminated steel sheet itself has some problems in application to some extent, application of the method requires adjustment of the shape of a press die, changes in spot welding conditions, and an increase in work processes. However, the applicability of laminated steel sheets has not been drastically solved.

【0005】[0005]

【発明が解決しようとする課題】これに対し、積層鋼板
と普通鋼板とをレーザー溶接により結合することによ
り、積層鋼板で問題となる部分を普通鋼板に置き換える
試みがなされている。しかしこのものは、レーザー結合
部に溶接中に樹脂が分解して生ずるガスが混入して、充
分な接合部強度やプレス成形に耐え得る伸び特性が得ら
れないという問題がある。例えば、特開昭59−330
90号公報では、積層鋼板と普通鋼板とを両鋼板の結合
線よりも普通鋼板側に0.1〜0.5mm偏った線に沿
って、レーザービームを移動させ接合し、積層鋼板の問
題部分を普通鋼板に置き換えることにより、積層鋼板適
用上の欠点を解消する方法が提案されている。しかしこ
の方法では、積層鋼板側の溶け込みが不充分であり、充
分な接合部強度および伸び特性が得られず、積層鋼板と
普通鋼板のレーザー結合材は、未だ実用化にあたっては
結合部の特性に問題がある。
On the other hand, an attempt has been made to replace the problematic portion of the laminated steel sheet with the ordinary steel sheet by joining the laminated steel sheet and the ordinary steel sheet by laser welding. However, this method has a problem that a gas generated by the decomposition of the resin during welding is mixed into the laser-joined portion, so that sufficient joint strength and elongation characteristics that can withstand press molding cannot be obtained. For example, JP-A-59-330
No. 90 discloses that a laminated steel sheet and an ordinary steel sheet are joined by moving a laser beam along a line deviated by 0.1 to 0.5 mm toward the ordinary steel sheet from the joining line of the two steel sheets, and a problematic part of the laminated steel sheet Has been proposed to eliminate the drawbacks in the application of laminated steel sheets by replacing the steel sheets with ordinary steel sheets. However, in this method, the penetration of the laminated steel sheet is insufficient, and sufficient joint strength and elongation characteristics cannot be obtained. There's a problem.

【0006】本発明は、上記のような積層鋼板を適用す
る上での問題点を解決した積層鋼板結合部構造を提供す
るもので、積層鋼板本来の特性を失う事なく、かつ普通
鋼板と同一条件で加工が可能な結合部特性を有するレー
ザー溶接にて結合した積層鋼板と普通鋼板との溶接都合
部構造を得ることを目的とする。
[0006] The present invention provides a laminated steel sheet joint structure which solves the above-mentioned problems in applying the laminated steel sheet, and does not lose the original properties of the laminated steel sheet and is the same as a normal steel sheet. It is an object of the present invention to obtain a welded portion structure of a laminated steel plate and a common steel plate joined by laser welding having a joint characteristic that can be processed under conditions.

【0007】[0007]

【課題を解決するための手段】上記の積層鋼板と普通鋼
板等とのレーザー溶接結合部構造において、結合部に必
要なことは双方の鋼板に充分な溶け込みを持たせ、か
つ、結合部におけるガスの混入を防ぎ、プレス成形加工
などに耐え得る充分な結合部強度と伸び特性を確保する
ことである。
In the above-described laser welded joint structure between the laminated steel plate and the ordinary steel plate, what is necessary for the joint is that both steel plates have sufficient penetration and that the gas at the joint is And to ensure sufficient joint strength and elongation characteristics that can withstand press molding and the like.

【0008】上記課題を解決するために、本発明者らは
積層鋼板と普通鋼板とをレーザー溶接により接合した積
層鋼板部材に関して検討を行い、本発明を完成した。す
なわち、本発明の積層鋼板部材は、結合部において、大
きさ0.05mm径以上のブローホールが10個/m以
下で、かつ溶込み量イ)、ロ)が下記の範囲にあり、 イ)板厚方向 0.8×T≦d (Tは積層鋼板のトータル板厚、dは結合部の溶込み深
さ) ロ)板幅方向 0.35×T≦w≦0.75×T (wは結合部の溶込み幅) さらに、結合部の溶接金属中の炭素量を0.07重量%
以下に抑え、あるいは、結合部の硬度を400Hv以下
とした積層鋼板と普通鋼板とのレーザー溶接結合部構造
である。
In order to solve the above problems, the present inventors have studied a laminated steel sheet member in which a laminated steel sheet and an ordinary steel sheet are joined by laser welding, and completed the present invention. That is, in the laminated steel sheet member of the present invention, the number of blow holes having a diameter of 0.05 mm or more is 10 / m or less, and the penetration amount a) and b) are in the following ranges at the joint portion. Thickness direction 0.8 × T ≦ d (T is the total thickness of the laminated steel sheet, d is the penetration depth of the joint) b) Thickness direction 0.35 × T ≦ w ≦ 0.75 × T (w Is the penetration width of the joint.) Further, the carbon content in the weld metal of the joint is 0.07% by weight.
It is a laser welded joint structure between a laminated steel sheet and an ordinary steel sheet in which the hardness of the joint is suppressed to 400 Hv or less.

【0009】[0009]

【作用】本発明の作用について図1を参照しながら説明
する。図1は本発明の基本的な構造を模式的に示す断面
図である。積層鋼板1は表皮鋼板2,2間に高分子樹脂
3を挟んで構成され、この積層鋼板1と普通鋼板4とを
レーザー接合部5で結合している。
The operation of the present invention will be described with reference to FIG. FIG. 1 is a sectional view schematically showing the basic structure of the present invention. The laminated steel sheet 1 is constituted by sandwiching a polymer resin 3 between the skin steel sheets 2 and 2, and the laminated steel sheet 1 and the ordinary steel sheet 4 are joined by a laser joint 5.

【0010】本発明に適用される積層鋼板1には、表皮
鋼板2が例えば板厚0.2〜1.6mmの冷延鋼板、メ
ッキ鋼板、合金化メッキ鋼板等各種の鋼板が挙げられ、
高分子樹脂として、例えば0.02〜2mm程度のポリ
オレフィン、ポリアミド、ナイロン等の熱可塑性樹脂、
あるいはアクリル系樹脂、ポリエステル系樹脂、エポキ
シ系樹脂、ウレタン系樹脂およびこれらをゴム変成した
もの等の熱硬化性樹脂等、一般に積層鋼板に用いられて
いるものが挙げられる。特に、結合部へのガスの混入を
抑制するためには、樹脂の厚みは0.02〜0.2mm
が望ましく、特に0.02〜0.1mmが望ましい。
The laminated steel sheet 1 applied to the present invention includes various types of steel sheets, such as a cold-rolled steel sheet, a plated steel sheet, and an alloyed plated steel sheet having a skin thickness of 0.2 to 1.6 mm, for example.
As a polymer resin, for example, about 0.02 to 2 mm polyolefin, polyamide, thermoplastic resin such as nylon,
Alternatively, thermosetting resins such as acrylic resins, polyester resins, epoxy resins, urethane resins, and rubber-modified resins thereof, and the like, which are generally used for laminated steel sheets, may be used. In particular, in order to prevent gas from entering the joint, the thickness of the resin is 0.02 to 0.2 mm.
, And particularly preferably 0.02 to 0.1 mm.

【0011】また、普通鋼板として冷延鋼板、メッキ鋼
板、合金化メッキ鋼板等各種の鋼板が適用でき、板厚と
しては積層鋼板のトータル厚と同厚であることが望まし
い。次に、本発明の積層鋼板結合部構造は、結合部にお
いて、大きさ0.05mm径以上のブローホールが10
個/m以下で、かつ溶込み量イ)、ロ)が下記の範囲に
あるものである。
Further, various steel sheets such as a cold-rolled steel sheet, a plated steel sheet, and an alloy-plated steel sheet can be used as the ordinary steel sheet, and the thickness is desirably the same as the total thickness of the laminated steel sheet. Next, according to the laminated steel sheet joint portion structure of the present invention, blow holes having a diameter of 0.05 mm or more are formed at the joint portion.
/ M or less, and the penetration amounts a) and b) are within the following ranges.

【0012】 イ)板厚方向 0.8×T≦d (Tは板厚) ロ)板幅方向 0.35×T≦w≦0.75×T その理由を以下に示す。A) Plate thickness direction 0.8 × T ≦ d (T is the plate thickness) b) Plate width direction 0.35 × T ≦ w ≦ 0.75 × T The reasons are as follows.

【0013】まず、ブローホールは亀裂の起点となるも
のであり、そのため、0.05mm以上のブローホール
が10個/m以下では特に問題はないが、10個/mを
越えて存在すると、結合部の引張り強さが著しく低下
し、成形加工に耐え得る強度が不足する。なお、0.0
5mm未満のブローホールは、亀裂の起点とはならない
ので、通常は特に考慮する必要はない。
First, the blowhole is a starting point of a crack. Therefore, there is no particular problem when the number of blowholes of 0.05 mm or more is 10 pieces / m or less. The tensile strength of the part is remarkably reduced, and the strength that can withstand the forming process is insufficient. Note that 0.0
Blowholes less than 5mm will not be the origin of cracks
Therefore, there is usually no need to consider it.

【0014】溶込み量(板厚方向)は、上記イ)未満で
は、積層鋼板の下板に対する溶接不良を発生し、結合部
の強度が低下する。また、溶込み量(板幅方向)が上記
ロ)の範囲未満では入熱不足のため、充分な溶込み深さ
が得られず、積層鋼板の下板に対する溶接不良を発生
し、結合部の強度が低下し、成形加工時に結合部破断が
起こる。一方、溶込み量(板幅方向)が上記イ)の範囲
を越えると、入熱が大きいため、溶接時に樹脂が分解し
て生ずるガスが多くなり、0.05mm以上のブローホ
ールの発生が多くなり、結合部の強度が低下するととも
に、ビードの溶け落ちも生じやすくなる。
If the amount of penetration (in the thickness direction) is less than the above a), poor welding to the lower plate of the laminated steel sheet occurs, and the strength of the joint decreases. Further, if the penetration amount (width direction of the plate) is less than the range of b), sufficient penetration depth cannot be obtained due to insufficient heat input, and poor welding to the lower plate of the laminated steel sheet occurs, and The strength decreases, and the joint breaks during molding. On the other hand, if the penetration amount (width direction of the plate) exceeds the range of the above item a), the heat input is large, so that the gas generated by the decomposition of the resin during welding increases, and blowholes of 0.05 mm or more often occur. As a result, the strength of the joint decreases, and the bead easily burns off.

【0015】次に、結合部の溶接金属中の炭素量を0.
07重量%以下に抑えまたは結合部の硬度を400Hv
以下より好ましくは300Hv以下とする。その理由
は、以下である。
Next, the amount of carbon in the weld metal at the joint is set to 0.1.
07% by weight or less or the hardness of the joint is 400 Hv
It is more preferably at most 300 Hv. The reason is as follows.

【0016】結合部の硬度は加工性に大きく影響し、硬
さが大きいと伸び特性が低下する。特に、溶接部の硬さ
が400Hvを越えると、著しい伸びの低下を招き、プ
レス成形時に結合部付近での破断が発生してしまう。な
お、深絞り成形が行われる場合は、時に伸び特性が重要
となるので、溶接部の硬さが300Hv以下がより望ま
しい。ここで、結合部は溶融状態から急速に冷却される
ため、焼きが入りやすく、そのため結合部の硬さは大き
くなりやすい。これを抑制して結合部の硬度を400H
v以下とするために、溶接時のシールドガスを低減して
徐冷したり、また結合部の溶接金属中の炭素量を低減し
て硬度の上昇を抑制するなどの手段を講じることができ
る。溶接条件にもよるが、例えば、炭素量を0.07重
量%以下にすることで溶接部の硬さを400Hv以下に
することが可能である。
The hardness of the joint greatly affects the workability. If the hardness is large, the elongation characteristics are reduced. In particular, when the hardness of the welded portion exceeds 400 Hv, the elongation is significantly reduced, and breakage occurs near the joint during press forming. When deep drawing is performed, the elongation characteristics are sometimes important, so that the hardness of the welded portion is more preferably 300 Hv or less. Here, since the joint is rapidly cooled from the molten state, it is easy to be baked, so that the hardness of the joint tends to increase. By suppressing this, the hardness of the joint is 400H
In order to reduce the value to v or less, it is possible to take measures such as reducing the shielding gas at the time of welding and gradually cooling the same, or reducing the amount of carbon in the weld metal at the joint to suppress an increase in hardness. Although depending on welding conditions, for example, the hardness of the welded portion can be reduced to 400 Hv or less by setting the carbon content to 0.07% by weight or less.

【0017】なお、注意しなければいけないのは、積層
鋼板の溶接では、単板の溶接とは異なり、結合部には積
層鋼板の溶接特有の現象が起こる。すなわち、従来で
は、ほとんど無視できると考えられていたが、積層鋼板
中の樹脂が分解して生ずる炭素も混入して、炭素量が増
大して大幅な硬度上昇を引き起こし、成形性を低下させ
る。従って、積層鋼板の場合、炭素量を0.07重量%
以下に押さえ込み、溶接部の硬さを400Hv以下にす
るためには、樹脂の溶接金属中への溶込み量をも抑制す
る必要がある。
It should be noted that, unlike the welding of a single plate, a phenomenon peculiar to the welding of a laminated steel plate occurs at the joint portion in the welding of the laminated steel plate. That is, conventionally, it was thought that it was almost negligible. However, carbon generated by the decomposition of the resin in the laminated steel sheet is also mixed in, and the amount of carbon increases to cause a significant increase in hardness, thereby lowering the formability. Therefore, in the case of a laminated steel sheet, the carbon content is 0.07% by weight.
In order to suppress the hardness below, and to reduce the hardness of the welded portion to 400 Hv or less, it is necessary to suppress the amount of the resin penetrating into the weld metal.

【0018】以上のことから、本発明では成形性を向上
させるために結合部のビード幅やビード深さ、ブローホ
ール数の限定のみではなくて、結合部の硬度や炭素量を
限定する。そのための溶接条件としては、例えば、シー
ルドガス量を低減して徐冷したり、もともと炭素量の多
い鋼板を使用する場合にビード幅を0.35mmT(T
は板厚)以上確保するもできるだけ小さくする方法があ
る。
From the above, according to the present invention, in order to improve the moldability, not only the bead width and the bead depth of the joint portion but also the number of blowholes, but also the hardness and the carbon content of the joint portion are limited. The welding conditions for this purpose include, for example, slow cooling by reducing the amount of shielding gas, and bead width of 0.35 mmT (T
There is a method of making the thickness as small as possible even if the thickness is secured to the thickness.

【0019】以上のように、本発明の結合部構造は、結
合部の強度および伸び特性が一層向上し、従来結合部で
割れが発生するような、より厳しい成形加工にも耐え得
ることができる。
As described above, the joint portion structure of the present invention can further improve the strength and elongation characteristics of the joint portion, and can withstand more severe molding processing in which cracks occur in the conventional joint portion. .

【0020】次に、本発明の積層鋼板結合部構造の適用
例を述べる。図2は、通常の積層鋼板ではプレス成形時
に表皮鋼板のずれにより、剥離が生じる部分への適用例
で、1は積層鋼板、4は普通鋼板である。剥離が生ずる
と、場合によっては、表皮鋼板に割れが発生することが
あるが、結合部がプレス成形に充分耐え得る強度と伸び
特性を保持しているため、剥離する部分を普通鋼板4に
置き換えれば、この問題は解決できる。これにより、剥
離が発生し、適用が困難な部品への適用が可能になる。
Next, an application example of the laminated steel sheet joint portion structure of the present invention will be described. FIG. 2 shows an application example of a normal laminated steel sheet to a portion where peeling occurs due to a displacement of a skin steel sheet at the time of press forming, where 1 is a laminated steel sheet and 4 is a normal steel sheet. If peeling occurs, the skin steel sheet may crack in some cases. However, since the joint has sufficient strength and elongation characteristics to withstand press forming, the part to be peeled is replaced with ordinary steel sheet 4. This problem can be solved. As a result, peeling occurs and application to parts that are difficult to apply becomes possible.

【0021】図3〜図5は、成形加工後の適用例であ
る。本発明の積層鋼板結合部構造は、プレス成形に耐え
得る結合部強度を保持しているため、通常鋼板と同一条
件で成形加工が可能である。したがって、適用上、従来
の積層鋼板で問題となる部分を、普通鋼板に置き換える
ことにより、通常鋼板と全く同様の適用が可能となる。
3 to 5 show examples of application after forming. Since the laminated steel sheet joint portion structure of the present invention has a joint portion strength that can withstand press forming, it can be formed under the same conditions as ordinary steel sheets. Therefore, by replacing the problematic portion of the conventional laminated steel sheet with the ordinary steel sheet, the same application as the ordinary steel sheet can be achieved.

【0022】図3は、通常の積層鋼板においては高分子
樹脂が電気絶縁体であるためにスポット溶接が困難であ
るスポット溶接部への適用例で、1は積層鋼板、4,4
は普通鋼板、5はレーザー溶接部、6,6は電極であ
る。図4は、通常の積層鋼板においてはネジ止め部にお
いてトルクダウンが発生し問題となるネジ止め部への適
用例で、1は積層鋼板、4,4は普通鋼板、5はレーザ
ー溶接部、7はねじ止め部である。図5は、通常の積層
鋼板ではボルトを固定するに充分な強度が得られないと
いう問題があるタップ加工部への適用例で、1は積層鋼
板、4,4は普通鋼板、5はレーザー溶接部、8はタッ
プ加工部である。これらの問題部分を普通鋼板4に置き
換えることにより、これらの問題は解決できる。
FIG. 3 shows an example of application to a spot-welded portion where spot welding is difficult because a polymer resin is an electric insulator in a normal laminated steel sheet.
Is a normal steel plate, 5 is a laser weld, and 6 and 6 are electrodes. FIG. 4 shows an example of application to a screwed portion in which torque is reduced at a screwed portion in a normal laminated steel plate, which is problematic. 1 is a laminated steel plate, 4 and 4 are ordinary steel plates, 5 is a laser welded portion, and 7 is a laser welded portion. Is a screwed portion. FIG. 5 shows an example of application to a tapping portion where a normal laminated steel plate does not have sufficient strength to fix a bolt. 1 is a laminated steel plate, 4 and 4 are ordinary steel plates, and 5 is laser welding. Reference numeral 8 denotes a tap processing unit. These problems can be solved by replacing these problems with the ordinary steel plate 4.

【0023】腐食環境下で使用される場合についても、
通常の積層鋼板においては、端部において、表皮鋼板と
高分子樹脂との界面からの腐食、いわゆる端面腐食が発
生するため、普通鋼板に比べて端面からの腐食速度が速
い欠点がある。端部を普通鋼板に置き換えることにより
この問題も解決できる。
When used in a corrosive environment,
In an ordinary laminated steel sheet, corrosion from the interface between the skin steel sheet and the polymer resin, that is, so-called end face corrosion occurs at the end portion, and thus has a disadvantage that the corrosion rate from the end face is higher than that of the ordinary steel sheet. This problem can be solved by replacing the ends with plain steel.

【0024】以上のように、本発明の積層鋼板結合部構
造は、従来から問題となっていた結合部の強度だけでな
く、伸び特性をも一層向上でき、厳しいプレス成形加工
などに耐え得る接合部強度と伸び特性を両立するレーザ
ー溶接結合材を得ることができる。また、積層鋼板で問
題となる一部分を普通鋼板で置き換えればよいので、積
層鋼板の特長を活かせ、通常の積層鋼板適用時の多くの
問題を解決でき、積層鋼板の用途が大幅に拡大できる。
As described above, the joint structure of the laminated steel sheet according to the present invention can further improve not only the strength of the joint but also the elongation characteristic, which has been a problem in the past, and can withstand severe press forming. It is possible to obtain a laser welded binder that achieves both part strength and elongation characteristics. In addition, since the problematic part of the laminated steel sheet may be replaced with ordinary steel sheet, many of the problems when applying the laminated steel sheet can be solved by utilizing the features of the laminated steel sheet, and the application of the laminated steel sheet can be greatly expanded.

【0025】[0025]

【実施例】本発明の実施例を比較例とともに説明する。 (実施例1)溶接速度を変えて積層鋼板と普通鋼板との
レーザー溶接を行い、ビード幅の異なる結合材を作製し
た。溶接条件を下記に示す。
EXAMPLES Examples of the present invention will be described together with comparative examples. (Example 1) Laser welding of a laminated steel sheet and an ordinary steel sheet was performed at different welding speeds to produce binders having different bead widths. The welding conditions are shown below.

【0026】溶接条件 (1)積層鋼板 1)表皮鋼板 ;冷延鋼板、板厚0.4mmt 2)高分子樹脂 ;熱硬化アクリル系、樹脂厚50μm (2)普通鋼板 1)冷延鋼板、板厚0.8mmt (3)溶接条件 1)レーザーの種類 ;炭酸ガス 2)出力 ;3kW,連続発振 3)シールドガス ;Arガス、5 l/min. 4)溶接速度 ;2〜15 m/min. ビード幅とブローホール(大きさ0.05mm以上)数
を図6に、また、ビード幅と溶込み深さを図7に示す。
さらに、ビード幅と継ぎ手の引張り強さを図8に示す。
Welding conditions (1) Laminated steel sheet 1) Skin steel sheet; cold-rolled steel sheet, thickness 0.4 mm t 2) Polymer resin; thermosetting acrylic resin, resin thickness 50 μm (2) ordinary steel sheet 1) cold-rolled steel sheet 0.8mm t (3) Welding conditions 1) Laser type; Carbon dioxide gas 2) Output power; 3 kW, continuous oscillation 3) Shield gas; Ar gas, 5 l / min. 4) Welding speed: 2 to 15 m / FIG. 6 shows the min. bead width and the number of blow holes (having a size of 0.05 mm or more), and FIG. 7 shows the bead width and the penetration depth.
FIG. 8 shows the bead width and the tensile strength of the joint.

【0027】図6から、ビード幅が増すにつれて、ブロ
ーホールの個数が増大することが判る。また、図7か
ら、ビード幅が増すにつれて、溶込み深さが増大するこ
とが判る。次に、図8から、ビード幅が0.3〜0.6
mm程度の範囲で高い引張り強さが得られることが判
る。この範囲では、引張り試験においても、結合部での
破断が認められず、良好な結合部特性を有していた。さ
らに、この範囲は、ブローホール10個/m以下であ
り、かつ溶込み深さが0.64mm以上の範囲に対応し
ている。ビード幅が大きくなると引張り強さが低下する
のは、ブローホール数が増大するためである。一方、ビ
ード幅が小さくなると引張り強さが低下するのは、溶込
み深さが減少するためである。
FIG. 6 shows that the number of blow holes increases as the bead width increases. FIG. 7 shows that the penetration depth increases as the bead width increases. Next, from FIG. 8, the bead width is 0.3 to 0.6.
It can be seen that a high tensile strength can be obtained in the range of about mm. In this range, even in the tensile test, no break at the joint was observed, and the joint had good properties. Further, this range corresponds to a range where the blow holes are 10 holes / m or less and the penetration depth is 0.64 mm or more. The reason why the tensile strength decreases as the bead width increases is that the number of blow holes increases. On the other hand, the reason why the tensile strength decreases as the bead width decreases is that the penetration depth decreases.

【0028】以上のことから、充分な引張り強度を得る
ためには、ブローホールの個数が10個/m以下であ
り、溶込み深さが0.64mm(0.8mmT)以上必
要であることが判る。
From the above, in order to obtain a sufficient tensile strength, it is necessary that the number of blow holes is 10 / m or less and the penetration depth is 0.64 mm (0.8 mmT) or more. I understand.

【0029】図9には、表皮鋼板の板厚を変えた場合
(0.2〜1.6mm)の適正引張り強度が得られる範
囲を示す。図から、適正引張り強度はビード幅が0.3
5mmT〜0.75mmTの範囲の場合に得られる、こ
とが判る。
FIG. 9 shows a range in which an appropriate tensile strength can be obtained when the thickness of the skin steel sheet is changed (0.2 to 1.6 mm). From the figure, the appropriate tensile strength is 0.3
It can be seen that it is obtained in the range of 5 mmT to 0.75 mmT.

【0030】(実施例2)同様に積層鋼板と普通鋼板と
をレーザー溶接により接合し、結合部の硬度を調査し
た。溶接条件を下記に示す。
Example 2 Similarly, a laminated steel sheet and a normal steel sheet were joined by laser welding, and the hardness of the joint was examined. The welding conditions are shown below.

【0031】溶接条件 (1)積層鋼板 1)表皮鋼板 ;冷延鋼板、板厚0.5mmt 2)高分子樹脂 ;エチレン−アクリル酸エステル共重
合体(ポリオレフィン)、樹脂厚50μm (2)普通鋼板 1)冷延鋼板、板厚1.0mmt (3)溶接条件 1)レーザーの種類 ;炭酸ガス 2)出力 ;3kW,連続発振 3)シールドガス ;Arガス、20 l/min. 4)溶接速度 ;2〜6 m/min. これらの結合材について、結合部の硬度および炭素量を
測定し、また図10に示すように結合部が側壁部に位置
するように、50H ×100W ×100L mmの角筒に
プレス成形を行った。結果を、表1にまとめて示す。
Welding conditions (1) Laminated steel sheet 1) Skin steel sheet; cold-rolled steel sheet, sheet thickness 0.5 mm t 2) Polymer resin; ethylene-acrylate copolymer (polyolefin), resin thickness 50 μm (2) ordinary Steel plate 1) Cold rolled steel plate, thickness 1.0mm t (3) Welding conditions 1) Laser type; carbon dioxide gas 2) Output; 3kW, continuous oscillation 3) Shield gas; Ar gas, 20 l / min. 4) Welding Speed: 2 to 6 m / min. For each of these binders, the hardness and carbon content of the joint were measured, and 50H × 100W × so that the joint was located on the side wall as shown in FIG. Press molding was performed on a 100 L mm square cylinder. The results are summarized in Table 1.

【0032】[0032]

【表1】 [Table 1]

【0033】試験材1,2(比較例)で硬度が大きいの
は炭素量が多いため、焼きが入ったためであり、炭素量
が多くなったのはビード幅が広く、樹脂中の炭素量が多
く溶け込んだためと考えられる。試験材3(実施例)で
は、硬度および炭素量ともに本発明の範囲内であり、成
形性は良好であった。
The hardness of the test materials 1 and 2 (Comparative Example) was high because of the large amount of carbon, which was due to quenching. The reason for the large amount of carbon was that the bead width was wide and the carbon amount in the resin was low. This is probably because a lot of them melted. In Test Material 3 (Example), both the hardness and the carbon content were within the range of the present invention, and the moldability was good.

【0034】以上のことから、溶接部の炭素量を0.0
7重量%以下に抑え、溶接部の硬度を400Hv以下に
抑えることにより、加工性に優れたレーザー溶接結合材
を得ることができる。 (実施例3)上記の結果をもとに、種々の溶接条件でレ
ーザー溶接を行い、評価を行った。実施例および比較例
における、レーザー結合部の評価結果をまとめて、表2
(実施例)、表3(比較例)に示す。
From the above, the carbon content of the welded portion was set to 0.0
By controlling the hardness of the welded portion to 7% by weight or less and the hardness of the welded portion to 400Hv or less, a laser welded binder excellent in workability can be obtained. (Example 3) Based on the above results, laser welding was performed under various welding conditions and evaluated. Table 2 summarizes the evaluation results of the laser-bonded portion in Examples and Comparative Examples.
(Example) and Table 3 (Comparative Example).

【0035】なお、レーザー溶接条件を下記に示す。 溶接条件 (1)積層鋼板 1)表皮鋼板 ;冷延鋼板、板厚0.5mmt 2)高分子樹脂 ;・エチレン−アクリル酸エステル共
重合体(ポリオレフィン)、樹脂厚50μm ・熱硬化アクリル系樹脂、厚み50μm (2)普通鋼板 1)冷延鋼板、板厚1.0mmt (3)溶接条件 1)レーザーの種類 ;炭酸ガス 2)出力 ;2〜5kW,連続発振 3)シールドガス ;Arガス、0〜20 l/min. 4)溶接速度 ;2〜15 m/min. 結合部の評価 プレス成形性(試験条件は実施例2に準拠) ○:結合部近傍の割れなし ×:結合部近傍で割れ発
生 表2から明らかなように、本発明範囲内の実施例1〜6
は、プレス成形試験において、結合部での割れは発生せ
ず、良好な結合部特性であった。
The laser welding conditions are shown below. Welding conditions (1) Laminated steel sheet 1) Skin steel sheet; cold-rolled steel sheet, sheet thickness 0.5 mm t 2) High polymer resin: ethylene-acrylate copolymer (polyolefin), resin thickness 50 μm thermosetting acrylic resin , Thickness 50μm (2) ordinary steel sheet 1) cold-rolled steel sheet, thickness 1.0mm t (3) welding conditions 1) type of laser; carbon dioxide gas 2) output; 2-5kW, continuous oscillation 3) shielding gas; Ar gas , 0 to 20 l / min. 4) Welding speed: 2 to 15 m / min. Evaluation of joint part Press formability (test conditions are in accordance with Example 2) ○: No crack near joint part ×: Near joint part As is clear from Table 2, Examples 1 to 6 within the scope of the present invention were performed.
In the press molding test, cracks did not occur at the joints, and the joint properties were good.

【0036】これに対して、表3に示すように、比較例
1はブローホール個数、板幅方向の溶込み量が本発明範
囲外であり、プレス成形試験において結合部で割れが発
生した。比較例2および5は結合部中の炭素量が0.0
7重量%を越えており、また硬度も400Hvを越えて
おり、プレス成形試験において結合部で割れが発生し
た。比較例3は、ブローホール個数、板幅方向の溶込み
量、結合部中の炭素量、結合部の硬度ともに本発明範囲
外であり、プレス成形試験において結合部で割れが発生
した。比較例4は板厚方向および板幅方向の溶込み量が
本発明範囲外であり、プレス成形試験において結合部で
割れが発生した。比較例のデータのアンダーライン箇所
は本発明の範囲外であることを示す。なお、ブローホー
ル数は、JIS−Z3104に準拠し、溶接部のX線透
過像から溶接線方向の数(個/m)を求めた。
On the other hand, as shown in Table 3, in Comparative Example 1, the number of blow holes and the amount of penetration in the plate width direction were out of the range of the present invention, and cracks occurred at the joints in the press molding test. Comparative Examples 2 and 5 have a carbon content of 0.0
It exceeded 7% by weight and the hardness exceeded 400 Hv, and cracks occurred at the joints in the press molding test. In Comparative Example 3, the number of blowholes, the amount of penetration in the plate width direction, the amount of carbon in the joint, and the hardness of the joint were all outside the range of the present invention, and cracks occurred in the joint in the press molding test. In Comparative Example 4, the penetration amounts in the plate thickness direction and the plate width direction were out of the range of the present invention, and cracks occurred at the joints in the press forming test. The underlined part of the data of the comparative example indicates that it is outside the scope of the present invention. The number of blowholes was determined from the X-ray transmission image of the welded portion in the weld line direction (pieces / m) in accordance with JIS-Z3104.

【0037】[0037]

【表2】 [Table 2]

【0038】[0038]

【表3】 [Table 3]

【0039】[0039]

【発明の効果】以上のように、本発明によれば、制振性
および軽量性を有する積層鋼板と普通鋼板のレーザー溶
接結合材において、充分な結合部強度と伸び特性を有す
るので、積層鋼板適用上の欠点を普通鋼板でカバーする
ことができ、制振性および軽量性を保持したまま、普通
鋼板と同等の成形加工、施工が可能となる。これによ
り、積層鋼板の用途が大幅に拡大し、工業上有用な効果
がもたらされる。
As described above, according to the present invention, a laser welded joint between a laminated steel sheet having a vibration damping property and light weight and a normal steel sheet has a sufficient joint strength and elongation characteristics. Defects in application can be covered with ordinary steel plates, and the same forming and construction as ordinary steel plates can be performed while maintaining vibration damping properties and light weight. Thereby, the use of the laminated steel sheet is greatly expanded, and an industrially useful effect is brought.

【図面の簡単な説明】[Brief description of the drawings]

【図1】本発明の基本的構造を示す説明図。FIG. 1 is an explanatory view showing a basic structure of the present invention.

【図2】本発明をプレス成型部品に適用した例を示す斜
視図。
FIG. 2 is a perspective view showing an example in which the present invention is applied to a press-formed part.

【図3】本発明をスポット溶接部品に適用した例を示す
断面図。
FIG. 3 is a sectional view showing an example in which the present invention is applied to a spot welded part.

【図4】本発明をねじ止め部に適用した例を示す図。FIG. 4 is a diagram showing an example in which the present invention is applied to a screwing portion.

【図5】本発明をタップ加工部に適用した例を示す図。FIG. 5 is a diagram showing an example in which the present invention is applied to a tapping portion.

【図6】積層鋼板と普通鋼板とをレーザー溶接する際の
ビード幅とブローホール個数との関係を示す図。
FIG. 6 is a view showing a relationship between a bead width and the number of blow holes when laser welding a laminated steel sheet and an ordinary steel sheet.

【図7】積層鋼板と普通鋼板とをレーザー溶接する際の
ビード幅と溶け込み深さとの関係を示す図。
FIG. 7 is a view showing a relationship between a bead width and a penetration depth when laser welding a laminated steel sheet and a normal steel sheet.

【図8】積層鋼板と普通鋼板とをレーザー溶接した溶接
継手におけるビード幅と引っ張り強さとの関係を示す
図。
FIG. 8 is a view showing a relationship between a bead width and a tensile strength in a welded joint obtained by laser welding a laminated steel sheet and a normal steel sheet.

【図9】表皮鋼板の板厚を変えた場合の積層鋼板のトー
タル板厚とビード幅との関係を示す図。
FIG. 9 is a view showing the relationship between the total thickness of the laminated steel sheet and the bead width when the thickness of the skin steel sheet is changed.

【図10】実施例2で成形された角筒プレス成形部品を
示す斜視図。
FIG. 10 is a perspective view showing a rectangular tube press-formed part formed in Example 2.

【符号の説明】[Explanation of symbols]

1…積層鋼板、2…表皮鋼板、3…高分子樹脂、4…普
通鋼板、5…レーザー接合部、6…電極、7…ねじ止め
部、8…タップ加工部
DESCRIPTION OF SYMBOLS 1 ... Laminated steel plate, 2 ... Skin steel plate, 3 ... Polymer resin, 4 ... Normal steel plate, 5 ... Laser joint part, 6 ... Electrode, 7 ... Screw part, 8 ... Tap processing part

───────────────────────────────────────────────────── フロントページの続き (72)発明者 松田 恭典 東京都千代田区丸の内一丁目1番2号 日本鋼管株式会社内 (56)参考文献 特開 平1−210172(JP,A) 特開 平5−245670(JP,A) 特開 平5−318154(JP,A) (58)調査した分野(Int.Cl.7,DB名) B23K 26/00 - 26/32 ──────────────────────────────────────────────────続 き Continuation of the front page (72) Inventor Yasunori Matsuda 1-2-1 Marunouchi, Chiyoda-ku, Tokyo Nippon Kokan Co., Ltd. (56) References JP-A-1-210172 (JP, A) JP-A-5 -245670 (JP, A) JP-A-5-318154 (JP, A) (58) Fields investigated (Int. Cl. 7 , DB name) B23K 26/00-26/32

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】鋼板間に高分子樹脂を挟持してなる積層鋼
板と普通鋼板とのレーザー溶接結合部構造において、結
合部は大きさ0.05mm径以上のブローホールが10
個/m以下で、かつ溶接溶込み量が下記イ)、ロ)の範
囲にあり、結合部の溶接金属中の炭素量を0.07重量
%以下に抑えたことを特徴とするプレス加工性に優れた
積層鋼板と普通鋼板とのレーザー溶接結合部構造。 イ)板厚方向 0.8×T≦d (Tは積層鋼板のトータル板厚、dは結合部の溶込み深
さ) ロ)板幅方向 0.35×T≦w≦0.75×T (wは結合部の溶込み幅)
In a laser welded joint structure between a laminated steel sheet having a polymer resin sandwiched between steel sheets and an ordinary steel sheet, the joint has a blow hole having a diameter of 0.05 mm or more having a diameter of 10 mm or more.
Press workability, characterized in that the amount of carbon in the weld metal at the joint is suppressed to 0.07% by weight or less . laser welded connection structure and excellent <br/> laminated steel and ordinary steel plate. A) Thickness direction 0.8 × T ≦ d (T is the total thickness of the laminated steel sheet, d is the penetration depth of the joint) b) Thickness direction 0.35 × T ≦ w ≦ 0.75 × T (W is the penetration width of the joint)
【請求項2】鋼板間に高分子樹脂を挟持してなる積層鋼
板と普通鋼板とのレーザー溶接結合部構造において、結
合部は大きさ0.05mm径以上のブローホールが10
個/m以下で、かつ溶込み量が下記イ)、ロ)の範囲に
あり、結合部の硬度400Hv以下としたことを特徴
とするプレス加工性に優れた積層鋼板と普通鋼板とのレ
ーザー溶接結合部構造。 イ)板厚方向 0.8×T≦d (Tは積層鋼板のトータル板厚、dは結合部の溶込み深
さ) ロ)板幅方向 0.35×T≦w≦0.75×T (wは結合部の溶込み幅)
2. A laser welded joint structure between a laminated steel sheet and a normal steel sheet having a polymer resin sandwiched between steel sheets, wherein the joint has a blow hole having a diameter of 0.05 mm or more.
Pieces / m or less, and-penetration amount below i) is in the range of b), characterized in that the hardness of the bonded portion was less 400Hv
Laser welded joint structure between laminated steel sheet and ordinary steel sheet with excellent press workability . A) Thickness direction 0.8 × T ≦ d (T is the total thickness of the laminated steel sheet, d is the penetration depth of the joint) b) Thickness direction 0.35 × T ≦ w ≦ 0.75 × T (W is the penetration width of the joint)
JP18723694A 1994-08-09 1994-08-09 Laser welded joint structure between laminated steel sheet and ordinary steel sheet Expired - Fee Related JP3156512B2 (en)

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JPH1081971A (en) 1996-07-10 1998-03-31 Suzuki Motor Corp Formation of sic thin coating on high polymer substrate by plasma cvd and device therefor
DE102010061454A1 (en) * 2010-12-21 2012-06-21 Thyssenkrupp Steel Europe Ag High-frequency welding of sandwich panels
WO2016103385A1 (en) * 2014-12-25 2016-06-30 地方独立行政法人大阪府立産業技術総合研究所 Method for producing surface-modified base

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