JP2007319887A - Resistance welding method - Google Patents
Resistance welding method Download PDFInfo
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- JP2007319887A JP2007319887A JP2006151708A JP2006151708A JP2007319887A JP 2007319887 A JP2007319887 A JP 2007319887A JP 2006151708 A JP2006151708 A JP 2006151708A JP 2006151708 A JP2006151708 A JP 2006151708A JP 2007319887 A JP2007319887 A JP 2007319887A
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Abstract
Description
この発明は鉄筋、金網、条鋼、棒鋼等の溶接対象物の接合に用いられている抵抗溶接に関するものである。 The present invention relates to resistance welding used for joining welding objects such as reinforcing bars, wire mesh, bar steel, and steel bars.
抵抗溶接は急激に溶接対象物の温度が上昇し、下降することから、対象物に焼きが入り、対象物の硬度は向上するものの、靭性が悪化するため、対象物が脆弱になるという問題があった。 In resistance welding, the temperature of the object to be welded rises and falls abruptly, so that the object becomes baked and the hardness of the object is improved, but the toughness deteriorates, so that the object becomes brittle. there were.
この問題を解決するため、溶接後に「焼き戻し」を行う技術(例えば非特許文献1)が開示されている。
しかしながら、上記の「焼き戻し」の技術は溶接後に加熱を行う為、時間がかかるものであり、短時間で行うスポット溶接においては焼き戻し工程が行えないという問題があった。 However, the above-mentioned “tempering” technique takes time because it is heated after welding, and there is a problem that the tempering process cannot be performed in spot welding performed in a short time.
また、径の異なる溶接対象物を溶接する場合、径の小さい溶接対象物は熱しやすく冷めやすいという特性を持ち、径の大きい溶接対象物は熱しにくく冷めにくいという特性を持つことから、径の異なる溶接対象物を同径の溶接対象物のように溶接することは困難であった。 Also, when welding objects with different diameters, welding objects with small diameters have the characteristic that they are easy to heat and cool, and welding objects with large diameters have the characteristics that they are difficult to heat and difficult to cool. It has been difficult to weld a welding object like a welding object of the same diameter.
(請求項1記載の発明)
この発明の溶接方法は、抵抗溶接において、本溶接を行う前に溶接対象物を加熱することを特徴とする。
(Invention of Claim 1)
The welding method of the present invention is characterized in that, in resistance welding, a welding object is heated before performing main welding.
(請求項2記載の発明)
この発明の溶接方法は、上記請求項1記載の発明に関し、本溶接を行う前に行う対象物への加熱が、本溶接の70%〜75%の電流を用い、本溶接の時間とほぼ等しい時間であることを特徴とする。
(Invention of Claim 2)
The welding method of the present invention relates to the invention described in
(請求項3記載の発明)
この発明の溶接方法は、上記請求項2記載の発明に関し、本溶接後、一定の時間間隔で本溶接の70%〜75%の電流を用い後熱をかけることを特徴とする。
(Invention of Claim 3)
The welding method according to the present invention relates to the invention described in
(請求項4記載の発明)
この発明の溶接方法は、上記請求項1乃至3記載のいずれかの発明に関し、溶接対象物の径が異なることを特徴とする。
(Invention of Claim 4)
The welding method of the present invention relates to any one of the first to third aspects of the present invention, and is characterized in that the diameters of the welding objects are different.
この発明の溶接方法では、予め溶接対象物を加熱しておくので、本溶接のみであっても対象物に「焼き」が入りにくく、脆弱性の少ないものとすることが可能となる。 In the welding method of the present invention, the object to be welded is preliminarily heated. Therefore, even if only the main welding is performed, it is difficult for “burning” to enter the object, and it is possible to make the object less brittle.
また、径の異なる溶接対象物であったとしても、同径の溶接対象物と同等の強度を有する溶接を可能とする、 Moreover, even if it is a welding object having a different diameter, it enables welding having the same strength as the welding object having the same diameter.
以下に、この発明の溶接方法を実施するための最良の形態として、実施例について詳しく説明する。 Hereinafter, examples will be described in detail as the best mode for carrying out the welding method of the present invention.
図1は上部棒鋼1、下部棒鋼2の組立前の状態を示す説明図、図2は上部棒鋼1、下部棒鋼2をクロスさせた斜視図、図3はクロスさせた棒鋼を上部電極3、下部電極4に挟み込んだ斜視図、図4は溶接を行う時の正面図、図5は溶接時の電流と時間の関係を示している。
FIG. 1 is an explanatory view showing a state before assembling the
〔棒鋼の準備〕
先ず、図1に示すように溶接対象物である、上部棒鋼1と下部棒鋼2をクロスさせ、上部棒鋼1の上部溶接部10と下部棒鋼2の下部溶接部20とを接触させる。
[Preparation of steel bar]
First, as shown in FIG. 1, the
棒鋼の接触は、図2に示すように十文字にクロスさせるだけでなく、当業者が適宜なし得る事項である。 As shown in FIG. 2, the contact of the steel bar is not only crossed in a cross but also a matter that can be appropriately performed by those skilled in the art.
〔溶接の方法〕
上部棒鋼1と下部棒鋼2の溶接は、図3に示すように上部電極3と下部電極4に棒鋼を挟んだ後、図4に示すように、上側工具5と下側工具6を用いて棒鋼に加圧を行いつつ、電極間に通電する。
[Welding method]
The welding of the
電極間に行う通電の電流は、図5のグラフに示すように、前余熱A1を本溶接A2の70%〜75%の電流を用いて行い、本溶接を行った後、後溶接(焼き戻し)A3を本溶接の70〜75%の電流を用いて行うものである。 As shown in the graph of FIG. 5, the energization current performed between the electrodes is performed by performing pre-preheating A 1 using current of 70% to 75% of main welding A 2 , performing main welding, and then performing post welding ( is performed tempering) the a 3 with 70-75% of the current of the welding.
前余熱A1を行う時間をCy1、本溶接A2までの休止時間をCy2、本溶接A2を行う時間をCy3、後溶接A3までの休止時間をCy4、後溶接A3を行う時間をCy5とし、Cy1≒Cy2≒Cy3≒Cy4≒Cy5とするのが好ましい。 The time for performing the pre-remaining heat A 1 is Cy 1 , the rest time until the main welding A 2 is Cy 2 , the time for performing the main welding A 2 is Cy 3 , the rest time until the rear welding A 3 is Cy 4 , and the rear welding A 3 It is preferable to set Cy 5 to be Cy 5 and Cy 1 ≈Cy 2 ≈Cy 3 ≈Cy 4 ≈Cy 5 .
〔前余熱の効果〕
表1にこの発明の前溶接の試験結果を記載する。
[Effect of front residual heat]
Table 1 shows the test results of the pre-welding of the present invention.
試験はD10(JIS)鋼棒(直径10mmの鋼棒)とD13(JIS)鋼棒(直径13mmの鋼棒)を試験体として用い、5.9KNで加圧し、表1の条件に基づき、一般的な抵抗溶接機(D溶接機φ25)を用いて、クロス溶接を行った。 The test uses D10 (JIS) steel bar (steel bar with a diameter of 10 mm) and D13 (JIS) steel bar (steel bar with a diameter of 13 mm) as test specimens, and pressurizes at 5.9 KN. Cross welding was performed using a typical resistance welder (D welder φ25).
表1に記載された単位は以下に示す通りである。
KA:(キロアンペア)電流。
CY:(サイクル)西日本地域における周波数=60Hz
15CY=15サイクル/60Hz=0.25秒
E :(ジュール)エネルギー。E=A2×cy
KN:(キロニュートン)引っ張り強度。
The units described in Table 1 are as shown below.
KA: (kiloamperes) current.
CY: (cycle) Frequency in West Japan = 60 Hz
15 CY = 15 cycles / 60 Hz = 0.25 seconds E: (Joule) energy. E = A 2 × cy
KN: (Kilonewton) tensile strength.
この、36.3KNを溶接の最大強度とし、100%とすると、表1に記載の通り、KA比70%のものは36.1KNであるから、強度比は99%であり、KA比75%のものは35.7KNであるから、強度比は98%である。 Assuming that 36.3KN is the maximum welding strength and 100%, as shown in Table 1, since the one with 70% KA ratio is 36.1KN, the strength ratio is 99% and KA ratio is 75%. Is 35.7 KN, so the intensity ratio is 98%.
強度比が90%代後半のものが好ましいことから、本溶接を行う前に行う対象物への加熱が、本溶接の70%〜75%の電流を用いたものが好ましい。 Since the strength ratio of the latter half of the 90% is preferable, the heating to the object performed before the main welding is preferably performed using the current of 70% to 75% of the main welding.
この溶接方法は、前余熱を行うことによって、Cy3(本溶接の時間)が小さく、急激に冷却されてしまう抵抗溶接(例えばスポット溶接)であっても、棒鋼(溶接対象物)全体の熱量を増加させることから、溶接部(上部溶接部10、下部溶接部20)の温度を予め所定の温度まで上げることが可能であり、溶接対象物が冷めにくくなり、溶接対象物に「焼き」が入ること無く溶接することが可能となる。
In this welding method, even if resistance welding (for example, spot welding) in which Cy 3 (main welding time) is small and is rapidly cooled by performing pre-preheating, the amount of heat of the entire bar (welding object). Therefore, the temperature of the welded portion (upper
本溶接の70%〜75%の電流を用いる本溶接を行う前に行う対象物への加熱は、D10鋼棒とD13鋼棒のように径の異なる鋼棒(熱し易く冷めやすいD10鋼棒と、熱しにくく冷めにくいD13鋼棒)であると、前余熱によって双方の温度がほぼ同程度となり(均熱が取れ)、高強度の溶接が可能となる。 The heating to the object to be performed before the main welding using the current of 70% to 75% of the main welding is performed with a steel bar having a different diameter such as a D10 steel bar and a D13 steel bar (a D10 steel bar that is easy to heat and cool). In the case of a D13 steel rod that is difficult to heat and cool, both of the temperatures become approximately the same (pre-heated) due to the pre-heat, and high strength welding becomes possible.
また、図5に示すように、本溶接後も前余熱と同じ条件で本溶接後、後熱をかけ、温度を下げると、さらに溶接対象物の「焼き入れ状態」が少ない溶接が可能となる。 Further, as shown in FIG. 5, after the main welding under the same conditions as the pre-preheating after the main welding, after applying the post-heating and lowering the temperature, welding with less “quenched state” of the welding object becomes possible. .
溶接対象物は鉄筋、金網、条鋼、棒鋼のみにあらず、「焼き入れ状態」となる金属であれば、何でも良く、当業者が適宜なし得る事項である。 The welding object is not limited to a reinforcing bar, a wire mesh, a steel bar, and a steel bar, but may be any metal as long as it is a “quenched state” and can be appropriately performed by those skilled in the art.
1 上部棒鋼
10 上部溶接部
2 下部棒鋼
20 下部溶接部
3 上部電極
4 下部電極
5 上側工具
6 下側工具
1
Claims (4)
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Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010029920A (en) * | 2008-07-30 | 2010-02-12 | Okuchi Kensan Kk | Resistance welding method and resistance welding system of bar steel |
JP2010149187A (en) * | 2008-11-28 | 2010-07-08 | Jfe Steel Corp | Resistance spot welding method |
JP2011177794A (en) * | 2011-05-18 | 2011-09-15 | Okuchi Kensan Kk | Resistance welding method |
JP2012187639A (en) * | 2008-10-16 | 2012-10-04 | Jfe Steel Corp | Resistance spot welding method for high-strength steel sheet |
JP2013019240A (en) * | 2011-07-14 | 2013-01-31 | Showa Engineering Kk | Welded reinforcement unit for foundation |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN102873445A (en) * | 2012-09-30 | 2013-01-16 | 合肥长城制冷科技有限公司 | Steel tube butt-welding processing device |
Citations (4)
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JPH05169272A (en) * | 1991-12-24 | 1993-07-09 | Matsushita Electric Works Ltd | Joining method by resistance welding |
JPH1128576A (en) * | 1997-07-05 | 1999-02-02 | Yoshitaka Aoyama | Spatter generation prevention method in electric resistance welding |
JP2000015454A (en) * | 1998-06-29 | 2000-01-18 | Yoshitaka Aoyama | Energizing control method in electric resistance welding |
JP2002336970A (en) * | 2001-05-15 | 2002-11-26 | Sanei Shoji Kk | Spot welding method for shear reinforcing bar |
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2006
- 2006-05-31 JP JP2006151708A patent/JP4873137B2/en not_active Expired - Fee Related
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
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JPH05169272A (en) * | 1991-12-24 | 1993-07-09 | Matsushita Electric Works Ltd | Joining method by resistance welding |
JPH1128576A (en) * | 1997-07-05 | 1999-02-02 | Yoshitaka Aoyama | Spatter generation prevention method in electric resistance welding |
JP2000015454A (en) * | 1998-06-29 | 2000-01-18 | Yoshitaka Aoyama | Energizing control method in electric resistance welding |
JP2002336970A (en) * | 2001-05-15 | 2002-11-26 | Sanei Shoji Kk | Spot welding method for shear reinforcing bar |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2010029920A (en) * | 2008-07-30 | 2010-02-12 | Okuchi Kensan Kk | Resistance welding method and resistance welding system of bar steel |
JP2012187639A (en) * | 2008-10-16 | 2012-10-04 | Jfe Steel Corp | Resistance spot welding method for high-strength steel sheet |
JP2010149187A (en) * | 2008-11-28 | 2010-07-08 | Jfe Steel Corp | Resistance spot welding method |
JP2011177794A (en) * | 2011-05-18 | 2011-09-15 | Okuchi Kensan Kk | Resistance welding method |
JP2013019240A (en) * | 2011-07-14 | 2013-01-31 | Showa Engineering Kk | Welded reinforcement unit for foundation |
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