JP2000141045A - Method for controlling bar steel welding - Google Patents
Method for controlling bar steel weldingInfo
- Publication number
- JP2000141045A JP2000141045A JP31254098A JP31254098A JP2000141045A JP 2000141045 A JP2000141045 A JP 2000141045A JP 31254098 A JP31254098 A JP 31254098A JP 31254098 A JP31254098 A JP 31254098A JP 2000141045 A JP2000141045 A JP 2000141045A
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- Prior art keywords
- welding
- arc
- steel bar
- steel
- arc voltage
- 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.)
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Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明はスタッドジベルやス
タッド用鉄筋等の棒鋼のスタッド溶接法に関するもので
ある。さらに詳しくは、溶接アーク発生中のアーク電圧
が一定となるように棒鋼の高さの位置を制御するととも
に、このアーク電圧に基づく棒鋼の押込量の最適値によ
り溶接制御し、溶接品質の安定化を図る溶接方法に関す
るものである。また、スタッド溶接時に用いるセラミッ
クス製のアークシールド材の代わりに粉粒体フラックス
をアークシールド材として用いるSAP(サブマージア
ークプレス)溶接法など、棒鋼の先端に発生させるアー
クの加熱による溶接方法には本発明の適用が可能であ
る。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for stud welding of a steel bar such as a stud dowel or a reinforcing bar for a stud. More specifically, the height of the steel bar is controlled so that the arc voltage during the welding arc is constant, and the welding is controlled by the optimum value of the indentation of the steel bar based on this arc voltage to stabilize the welding quality. The present invention relates to a welding method for achieving In addition, a welding method by heating an arc generated at the tip of a steel bar, such as a SAP (submerged arc press) welding method using a particulate flux as an arc shielding material in place of a ceramic arc shielding material used for stud welding, is used. The invention can be applied.
【0002】[0002]
【従来の技術】スタッド溶接は、鋼板とスタッドジベル
やスタッド鉄筋等の棒鋼を瞬時に溶接できる方法として
土木、建築等の分野で数多く使用されている。しかしな
がら、スタッド溶接部は超音波探傷等の非破壊検査の適
用が困難であるため、溶接品質の安定化が不可欠の課題
となっている。2. Description of the Related Art Stud welding is widely used in the fields of civil engineering and construction as a method for instantly welding a steel plate to a steel bar such as a stud dowel or a stud reinforcing bar. However, it is difficult to apply non-destructive inspection such as ultrasonic flaw detection to stud welds, and therefore, stabilization of welding quality is an essential issue.
【0003】従来のスタッド溶接部の品質の安定化の手
段としては、例えば特開平3−258462号公報に開
示されているように、棒鋼を押込む際の押込速度を高速
から低速に切り替える方法がある。アークスタートと同
時に棒鋼を所定の高さに引上げ、棒鋼及び鋼板を加熱溶
融させる。溶接アークを一定時間保持した後、先ず棒鋼
を比較的速い速度(200mm/s程度)で押込むこと
によって溶融金属の冷却を防ぎ、溶融金属に接触する瞬
間に比較的遅い速度(30mm/s程度)に切り替えて
さらに押込むことによって溶融金属の飛散を防いでい
る。この方法によってスタッド溶接品質を向上させるこ
とに成功している。また、棒鋼を押込む際の押込動作を
サーボモータで制御することによって、棒鋼の押込時の
移動量及び移動速度の再現性を高め、溶接品質の安定化
を達成している。As a conventional means for stabilizing the quality of a stud welded portion, for example, as disclosed in Japanese Patent Application Laid-Open No. 3-258462, there is a method of switching a pushing speed when pushing a steel bar from a high speed to a low speed. is there. Simultaneously with the arc start, the bar is pulled up to a predetermined height, and the bar and the steel plate are heated and melted. After holding the welding arc for a certain period of time, first, the steel bar is pushed in at a relatively high speed (about 200 mm / s) to prevent the cooling of the molten metal, and a relatively slow speed (about 30 mm / s) at the moment of contact with the molten metal. ) To prevent the molten metal from scattering. This method has succeeded in improving the stud welding quality. Further, by controlling the pushing operation at the time of pushing the steel bar with the servo motor, the reproducibility of the moving amount and the moving speed at the time of pushing the steel bar is improved, and the welding quality is stabilized.
【0004】しかしながら、スタッドなど棒鋼の溶接で
は、前記の押込速度を厳密に制御しても、溶接品質にバ
ラツキが生じる場合がある。[0004] However, in the welding of bar steel such as studs, even if the above-mentioned pushing speed is strictly controlled, the welding quality may vary.
【0005】例えば、デッキプレート貫通型スタッド溶
接においてアンダーカット等の溶接欠陥が多く発生す
る。デッキプレート貫通型スタッド溶接は、図3に示す
ように溶接部をアークシールド3で包囲した状態で溶接
アーク25でデッキプレート23を溶かし、棒鋼1と母
材2を溶接する。しかし、母材2とデッキプレート23
の間には隙間24が存在しており、この隙間量Lは溶接
前のデッキプレート上からは測定することができない。
この隙間が予想以上に大きくなると、前記のスタッド溶
接法のように押込量が予め設定されたスタッド溶接で
は、スタッド先端が母材上の溶融金属に届かず、図4に
示すようなアンダーカット27が発生してしまうことに
なる。For example, many welding defects such as undercuts are generated in a deck plate penetration type stud welding. In the deck plate penetration type stud welding, as shown in FIG. 3, the deck plate 23 is melted by the welding arc 25 in a state where the welded portion is surrounded by the arc shield 3, and the steel bar 1 and the base metal 2 are welded. However, the base material 2 and the deck plate 23
There is a gap 24 between them, and the gap amount L cannot be measured from the deck plate before welding.
If this gap becomes larger than expected, in the stud welding in which the indentation amount is set in advance as in the above-mentioned stud welding method, the stud tip does not reach the molten metal on the base material, and the undercut 27 shown in FIG. Will occur.
【0006】また、デッキプレートを挿まない通常のス
タッド溶接においても、棒鋼の長さ誤差やセッティング
時の取付け誤差によって棒鋼の溶接条件が変化した場合
は、押込量が不足もしくは過多となり、最適値から外れ
るために溶接品質にバラツキが生じてしまう。[0006] Also, in ordinary stud welding without inserting a deck plate, if the welding conditions of the steel bar change due to the length error of the steel bar or the mounting error at the time of setting, the pushing amount becomes insufficient or excessive, and the optimum value is obtained. , The welding quality varies.
【0007】[0007]
【発明が解決しようとする課題】そこで、本発明は、棒
鋼の位置をサーボモータで制御することのできるスタッ
ド溶接機において、アーク電圧に基づいて棒鋼1と母材
2との間の距離を予測し、アーク発生中の棒鋼の位置お
よびその後の押込量を、個々の溶接状況に応じて最適に
制御し、上記のような場合においても高い溶接品質を維
持できるような溶接方法の提供を課題とする。SUMMARY OF THE INVENTION Accordingly, the present invention provides a stud welding machine capable of controlling the position of a steel bar with a servomotor, and predicts the distance between the steel bar 1 and the base material 2 based on the arc voltage. However, it is an object of the present invention to provide a welding method that can optimally control the position of a steel bar during arc generation and the subsequent indentation amount according to each welding situation, and maintain high welding quality even in the above-described case. I do.
【0008】[0008]
【課題を解決するための手段】上記課題を解決するため
に、本発明によれば、下記(1)〜(3)が提供され
る。According to the present invention, there is provided the following (1) to (3).
【0009】(1)棒鋼と鋼板の間に溶接アークを発生
させ、棒鋼及び鋼板を該溶接アークで加熱して局部的に
溶融させた後、棒鋼を鋼板に押込むことによって溶接す
る棒鋼の溶接において、アーク発生中のアーク電圧を計
測し、このアーク電圧計測値から、下記式により棒鋼の
押込量dを求めることを特徴とする棒鋼溶接の制御方
法。(1) A welding arc is generated between a steel bar and a steel sheet, and after the steel bar and the steel sheet are heated by the welding arc and locally melted, the steel bar is welded by pushing the steel bar into the steel sheet. 3. The method for controlling steel bar welding according to claim 1, wherein an arc voltage during the occurrence of the arc is measured, and from the measured value of the arc voltage, a pushing amount d of the steel bar is obtained by the following equation.
【0010】d = a×V + b 〔d:押込量、
V:アーク電圧、a,b:定数〕 (2)前記アーク発生時のアーク電圧の計測値が、一定
値となるように、溶接中の棒鋼の高さを制御することを
特徴とする前記(1)に記載の棒鋼溶接の制御方法。D = a × V + b [d: pushing amount,
V: arc voltage, a, b: constant] (2) The height of the bar during welding is controlled so that the measured value of the arc voltage at the time of the arc generation becomes a constant value. The method for controlling steel bar welding according to 1).
【0011】(3)前記一定値が、予め設定された所定
の値であることを特徴とする前記(2)に記載の棒鋼溶
接の制御方法。(3) The method for controlling steel bar welding according to (2), wherein the constant value is a predetermined value set in advance.
【0012】[0012]
【発明の実施の形態】図1に、本発明による棒鋼溶接を
行なうための溶接装置の構成例を示す。図1において母
材2に打設される棒鋼1は、ホルダ5にクランプされ、
かつ先端をアークシールド3に包囲されて母材2に押付
けられる。ホルダ5は、基台10の側板11と12との
間に渡したガイド9に沿って移動する移動台6上に固定
されている。また、移動台6はナット体7を介して螺子
棒8に固定されており、サーボモータ13によって螺子
棒8を回転させることによって移動台6上のホルダ5及
び棒鋼1の押し引き動作を制御することができる。FIG. 1 shows an example of the construction of a welding apparatus for performing bar welding according to the present invention. In FIG. 1, a steel bar 1 cast on a base material 2 is clamped by a holder 5,
The tip is surrounded by the arc shield 3 and pressed against the base material 2. The holder 5 is fixed on a moving table 6 that moves along a guide 9 passed between the side plates 11 and 12 of the base 10. Further, the moving table 6 is fixed to the screw rod 8 via a nut body 7, and controls the pushing and pulling operation of the holder 5 and the bar 1 on the moving table 6 by rotating the screw rod 8 by the servo motor 13. be able to.
【0013】本発明者は、図1の装置を用いて種々の溶
接条件において溶接欠陥の発生状況を調べた結果、以下
のようにアーク電圧と溶接欠陥に相関関係があることを
見いだした。The present inventor has investigated the occurrence of welding defects under various welding conditions using the apparatus shown in FIG. 1, and has found that there is a correlation between the arc voltage and welding defects as follows.
【0014】まず、図3に示したようなデッキ貫通溶接
を想定した調査を行った。デッキプレート23は亜鉛メ
ッキ鋼板とし、デッキプレート23と母材2との隙間量
Lは厚みの異なるスペーサを挿むことによって種々に変
化させた。First, an investigation was conducted assuming a deck penetration welding as shown in FIG. The deck plate 23 was made of a galvanized steel plate, and the gap L between the deck plate 23 and the base material 2 was variously changed by inserting spacers having different thicknesses.
【0015】図5は、様々な隙間量Lに対して、押込量
dを変化させたときの溶接欠陥の発生状況を示す。隙間
量Lが小さい場合は押込量dを小さく、また隙間量Lが
大きい場合は押込量dを大きくすることによって溶接欠
陥の発生を防ぐことができる。FIG. 5 shows the occurrence of welding defects when the indentation amount d is changed for various clearance amounts L. When the gap amount L is small, the indentation amount d is small, and when the gap amount L is large, the indentation amount d is increased to prevent the occurrence of welding defects.
【0016】ここで得られた最適な押込量をアーク電圧
から推定するために、アーク電圧の測定を行った。図6
に隙間量Lとアーク電圧Vとの関係を示す。デッキプレ
ート溶接では、アーク発生と同時にデッキプレートが溶
融し、棒鋼の先端と母材の間でアークが発生する。この
ため、Lが小さいときはアーク長が短くなるためアーク
電圧も小さく、Lが増加するに従ってアーク長が長くな
るためアーク電圧も増加している。In order to estimate the optimum pushing amount obtained from the arc voltage, the arc voltage was measured. FIG.
Shows the relationship between the gap amount L and the arc voltage V. In deck plate welding, the deck plate melts at the same time as the arc is generated, and an arc is generated between the tip of the steel bar and the base metal. For this reason, when L is small, the arc length is short and the arc voltage is also small, and as L increases, the arc length is long and the arc voltage is also increased.
【0017】これらの結果から、予備試験において隙間
Lを変化させたときのアーク電圧Vと最適な押込量dの
関係を予め求めておくことによって溶接品質の安定化を
図れることがわかる。この関係は次式に示す簡単な1次
式で表すことができる。From these results, it can be seen that the welding quality can be stabilized by obtaining in advance the relationship between the arc voltage V and the optimum pushing amount d when the gap L is changed in the preliminary test. This relationship can be expressed by a simple linear equation shown below.
【0018】 d = a×V + b (a,bは定数) 一例としては、a=0.25,b=−1とすることによ
って、アーク電圧Vから最適な押込量dを求めることが
できる。発明者らが試験した範囲では、dは必ずVにつ
いての1次式で求めることができるが、比例定数a,b
はスタッドの太さや、鋼材の比抵抗などにより異なるの
で、厳密には個々の溶接条件毎に求める必要がある。し
かし、一旦定数を求めれば、鋼種やスタッド太さが同一
条件で施工される一連の溶接については、全く同一の制
御で高い品質の溶接が可能となる。一般的に、スタッド
溶接施工では同一鋼種、同一径のスタッド材を数千〜数
十万本溶接することが多く、定数a,bは実際に実施す
る溶接条件に応じ、数種類準備しておけば十分である。D = a × V + b (a and b are constants) By way of example, by setting a = 0.25 and b = −1, the optimum pushing amount d can be obtained from the arc voltage V. . Within the range tested by the inventors, d can always be determined by a linear expression for V, but the proportional constants a and b
Since the value varies depending on the thickness of the stud, the specific resistance of the steel material, and the like, it is strictly necessary to obtain the value for each welding condition. However, once the constants are determined, high-quality welding can be performed with exactly the same control for a series of weldings performed under the same conditions for the steel type and stud thickness. Generally, in stud welding, thousands to hundreds of thousands of stud materials having the same steel type and the same diameter are often welded, and constants a and b may be prepared according to welding conditions to be actually performed. It is enough.
【0019】このアーク電圧Vは、アーク発生中変動す
るのが普通であるので、変動幅の平均値やアーク発生後
特定時間の瞬間値など一定の再現性を得られるものを使
用すれば良いが、変動なく特定のアーク電圧Vとなるよ
う、棒鋼の位置を制御することが好ましい。このように
することによりVの測定精度が向上するために上記関係
式の精度が高くなり、ひいては本方法の制御の効果が高
くなる。Since the arc voltage V usually fluctuates during the arc generation, it is sufficient to use an arc voltage V which can obtain a constant reproducibility such as an average value of the fluctuation width or an instantaneous value at a specific time after the arc is generated. It is preferable to control the position of the steel bar so that the specific arc voltage V is maintained without fluctuation. By doing so, the accuracy of the above-mentioned relational expression is increased because the measurement accuracy of V is improved, and the control effect of the present method is enhanced.
【0020】このアーク電圧Vの値は、上記関係式にお
いて同一の定数a,bが使用できる溶接条件の範囲で
は、溶接毎に全く異なる値をとるわけではなく、むしろ
ほぼ等しい値をとるので、このアーク電圧Vの一定値を
はじめから設定しておき、アーク電圧Vがこの設定値に
なるように棒鋼の位置制御することが、実施形態として
最も好ましい。なぜならば、このように制御すれば、前
記関係式から求められる一定の押込量で押込むことにな
るので、アーク電圧Vを一定に保持し、その電圧Vに基
づく一定の押込量で押込むことのみによって本発明の溶
接制御が実現でき、高い溶接品質が維持できるからであ
る。Since the value of the arc voltage V does not take a completely different value for each welding but rather takes a substantially equal value in a range of welding conditions where the same constants a and b can be used in the above relational expression, It is most preferable as an embodiment that a constant value of the arc voltage V is set from the beginning and the position of the steel bar is controlled so that the arc voltage V becomes the set value. This is because, if controlled in this way, the pressing is performed with the constant pressing amount obtained from the above-mentioned relational expression. Therefore, the arc voltage V is kept constant, and the pressing is performed with the constant pressing amount based on the voltage V. This is because the welding control of the present invention can be realized by only the above, and high welding quality can be maintained.
【0021】[0021]
【実施例】〔実施例1〕図1の装置を用いて直径19m
mのスタッドジベルの1.2mmのデッキプレート貫通
溶接を行った。溶接電源14(スタッド溶接用直流電
源)は、電源ケーブル15,16により、マイナス側
(ケーブル15)を棒鋼に、プラス側(ケーブル16)
を母材に接続している。アーク電圧はホルダ5及び母材
2から電圧測定ケーブル17,18を介して取り出し、
押込量演算装置20に取込まれる。押込量演算装置19
は、Vの1次式に従って押込量dを算出し、サーボモー
タ制御装置20に押込量を出力する。その他の溶接条件
は固定とし、溶接電流は1800A、アークタイムは
1.0s,押込量dだけ押し込んだ後に、確実な溶着の
ためのさらに2mmの低速押込みを行った。また、ギャ
ップ方式のアークシールドを用いたため、押込みに先立
って棒鋼の引上は行わなかった。[Embodiment 1] 19 m in diameter using the apparatus of FIG.
m stud dowels were welded through a 1.2 mm deck plate. The welding power source 14 (DC power source for stud welding) is formed by power cables 15 and 16, with the minus side (cable 15) turned into a steel bar and the plus side (cable 16).
Is connected to the base material. The arc voltage is taken out from the holder 5 and the base material 2 via voltage measuring cables 17 and 18,
It is taken into the pushing amount calculating device 20. Pushing amount calculation device 19
Calculates the pushing amount d according to the linear expression of V, and outputs the pushing amount to the servo motor control device 20. The other welding conditions were fixed, the welding current was 1800 A, the arc time was 1.0 s, the pushing amount was d, and then a further low-speed pushing of 2 mm for reliable welding was performed. Further, since the gap type arc shield was used, the steel bar was not pulled up prior to the indentation.
【0022】以下に、デッキプレート貫通溶接の準備工
程、溶接工程、後処理工程を説明する。The preparation, welding, and post-processing steps for deck plate penetration welding will be described below.
【0023】まず、溶接準備工程を説明する。 1)棒鋼1の先端にアークシールド3をかぶせる。 2)ホルダ5に棒鋼1を固定する。 3)棒鋼1の先端が所定の溶接位置に合うように溶接機
を固定する。First, the welding preparation step will be described. 1) Cover the tip of the steel bar 1 with the arc shield 3. 2) The steel bar 1 is fixed to the holder 5. 3) Fix the welding machine so that the tip of the steel bar 1 matches the predetermined welding position.
【0024】つぎに溶接工程を説明する。 4)溶接電流の通電を開始する。 5)アーク電圧の計測を開始する。 6)棒鋼を押込む直前までアーク電圧Vを計測し、アー
ク電圧Vの平均値を求める。 7)1次式d=0.25V−1に従って、アーク電圧V
の平均値から押込量dを求める。 8)棒鋼を7)で求めた押込量dだけ押込む。 9)溶接電流の通電を止める。Next, the welding process will be described. 4) Start supplying the welding current. 5) Start measuring the arc voltage. 6) The arc voltage V is measured until immediately before the steel bar is pressed, and the average value of the arc voltage V is determined. 7) According to the primary equation d = 0.25V-1, arc voltage V
Is calculated from the average value of. 8) The steel bar is pushed in by the pushing amount d obtained in 7). 9) Stop supplying the welding current.
【0025】つぎに後処理工程を説明する。 10)溶接機を取り外す。 11)アークシールド3を粉砕除去する。 12)溶接部外観の目視検査を行う。Next, the post-processing step will be described. 10) Remove the welding machine. 11) The arc shield 3 is pulverized and removed. 12) Visually inspect the appearance of the weld.
【0026】以上の一連の工程を繰り返すことによっ
て、良好な溶接部品質を得ることができる。By repeating the above series of steps, good weld quality can be obtained.
【0027】表1はデッキプレート23と母材2の隙間
量Lが変化したときの溶接部の品質について、本発明の
溶接法と従来の溶接法との比較を行った。なお、従来法
ではデッキプレート23と母材2の隙間量Lが2mmで
ある時の溶接条件を用いてすべての溶接を行った。Table 1 shows a comparison between the welding method of the present invention and the conventional welding method with respect to the quality of the welded portion when the gap L between the deck plate 23 and the base material 2 changes. In the conventional method, all welding was performed using the welding conditions when the gap L between the deck plate 23 and the base material 2 was 2 mm.
【0028】サーボモータを用いた従来法では、押込量
dが常に一定であるため、隙間量Lが0mmの場合は、
押込み時に鉄筋が母材の未溶接部に突当たり、また、隙
間量Lが3mmの場合は、押込み不足となり多数の溶接
欠陥が生じている。一方、本発明の溶接法では隙間量L
に応じて押込み量が適正値に制御されているため、全て
の溶接試験において良好な溶接品質を得ることができ
た。In the conventional method using a servomotor, since the pushing amount d is always constant, when the gap amount L is 0 mm,
In the case where the reinforcing bar is pushed into the unwelded portion of the base material at the time of pushing, and the gap amount L is 3 mm, the pushing is insufficient and many welding defects occur. On the other hand, in the welding method of the present invention, the gap amount L
Therefore, good welding quality could be obtained in all welding tests because the indentation amount was controlled to an appropriate value according to.
【0029】このように、本発明の溶接方法を適用する
ことによって、隙間量Lのばらつくデッキプレート貫通
溶接においても良好な溶接品質を確保することが可能と
なる。As described above, by applying the welding method of the present invention, good welding quality can be ensured even in deck plate penetration welding in which the gap amount L varies.
【0030】[0030]
【表1】 つぎに本発明の応用例として、太径鉄筋の溶接での実施
例を説明する。前述のデッキプレート貫通溶接では、ア
ーク電圧を検出することによって棒鋼の押込量を求めた
が、ここでは、アーク電圧を測定しその値が常に一定値
になるように棒鋼の高さを制御することによって溶接品
質の安定化を図る方法を試みた。[Table 1] Next, as an application example of the present invention, an embodiment in welding a large-diameter reinforcing bar will be described. In the above-mentioned deck plate penetration welding, the indentation amount of the steel bar was obtained by detecting the arc voltage, but here, the arc voltage is measured and the height of the steel bar is controlled so that the value is always constant. We tried to stabilize the welding quality by using this method.
【0031】図2に示すように、ここで用いた溶接方法
は、SAP(サブマージアークプレス)溶接法と呼ばれ
ており、通常のスタッド溶接で用いるアークシールドの
代わりに、粉粒体フラックスで溶接部を包囲することに
よって直径30mm程度の太径棒鋼の溶接を可能とする
ことを特徴とした溶接法である。溶接電源には一般的な
サブマージ溶接用の交流電源を用いた。棒鋼には、直径
25mm,32mm,38mmの異形鉄筋を用いた。As shown in FIG. 2, the welding method used here is called an SAP (submerged arc press) welding method, and instead of an arc shield used in ordinary stud welding, welding is performed using a powder flux. This is a welding method characterized by enabling welding of a large-diameter steel bar having a diameter of about 30 mm by surrounding a portion. A general AC power source for submerged welding was used as the welding power source. Deformed rebars having diameters of 25 mm, 32 mm, and 38 mm were used for the steel bars.
【0032】以下に、溶接準備工程、溶接工程、及び後
処理工程を説明する。Hereinafter, the welding preparation step, the welding step, and the post-processing step will be described.
【0033】まず、溶接準備手順を説明する。 1)図1に示した本発明の溶接装置を鋼板上にセットす
る。 2)鉄筋と鋼板の間にアークスタート時の間隔を保持す
るためのギャップ保持用金具4をはさむ。棒鋼1の先端
と母材2の間隔は5mmとした。 3)溶接部を粉粒体フラックス21で包囲する。フラッ
クスの成分は表2に示す通りである。First, the procedure for preparing for welding will be described. 1) The welding apparatus of the present invention shown in FIG. 1 is set on a steel plate. 2) The gap holding metal fitting 4 for holding the gap at the time of arc start is inserted between the reinforcing steel and the steel plate. The distance between the tip of the steel bar 1 and the base material 2 was 5 mm. 3) Surround the weld with a powder flux 21. The components of the flux are as shown in Table 2.
【0034】つぎに、溶接行程を説明する。 4)溶接電源の通電を開始し、棒鋼と鋼鈑の間に溶接電
流(1000A)を流す。 5)アーク発生と同時に棒鋼1を所定の高さに引上げ
る。引上量は5mmとした。 6)アーク電圧の計測を開始し、所定の時間の平均値を
求める。ここでは1秒間の平均値を求めた。 7)求めたアーク電圧の平均値が予め設定された基準値
(この場合45V)に等しくなるように、棒鋼1の高さ
を補正する。 8)一定時間(ここでは20秒程度)、上記3)4)の
動作を繰り返し、安定したアーク状態を維持する。 9)あらかじめ求めておいた1次式d=0.2×V+1
2に従った押込量d=21mmだけ、棒鋼1を所定の速
度で押込み、鉄筋の先端と母材とを溶着させる。 10)溶接電流を停止する。Next, the welding process will be described. 4) Energization of the welding power source is started, and a welding current (1000 A) flows between the steel bar and the steel plate. 5) Simultaneously with the occurrence of the arc, the steel bar 1 is pulled up to a predetermined height. The lifting amount was 5 mm. 6) The measurement of the arc voltage is started, and an average value for a predetermined time is obtained. Here, the average value for one second was obtained. 7) The height of the steel bar 1 is corrected so that the average value of the obtained arc voltages becomes equal to a preset reference value (45 V in this case). 8) The above operations 3) and 4) are repeated for a certain period of time (here, about 20 seconds) to maintain a stable arc state. 9) Primary equation d = 0.2 × V + 1 previously obtained
The steel bar 1 is pushed in at a predetermined speed by a pushing amount d = 21 mm according to No. 2, and the tip of the rebar and the base metal are welded. 10) Stop the welding current.
【0035】つぎに、溶接後の後処理の工程を説明す
る。 11)溶け残った粉粒体フラックス21を除去する。 12)溶接部を覆ている固形スラグを除去する。スラグ
の除去はピッチングハンマー等によって簡単に粉砕処理
することができる。 13)所定の外観検査を行う。Next, a post-processing step after welding will be described. 11) Remove the powder flux 21 remaining undissolved. 12) Remove the solid slag covering the weld. Removal of the slag can be easily carried out by crushing with a pitching hammer or the like. 13) Perform a predetermined visual inspection.
【0036】以上の工程を繰り返すことによって、常時
安定した棒鋼の溶接を行うことができる。By repeating the above steps, it is possible to perform stable welding of steel bars at all times.
【0037】表3に、引上げ高さの制御を行わない従来
のSAP溶接法と本発明の溶接法の溶接品質をまとめ
る。従来法では鉄筋径の増加と共に鉄筋先端が溶融プー
ルに接触しやすくなるため、アンダーカットやスラグイ
ンといった溶接欠陥の発生率が増し、適正溶接条件の範
囲が狭くなる。これに対し、本発明の溶接法では欠陥の
発生は無く極めて良好な溶接品質を確保することができ
た。Table 3 summarizes the welding qualities of the conventional SAP welding method without controlling the pulling height and the welding method of the present invention. In the conventional method, since the tip of the reinforcing bar easily comes into contact with the molten pool as the reinforcing bar diameter increases, the incidence of welding defects such as undercut and slag-in increases, and the range of appropriate welding conditions narrows. On the other hand, in the welding method of the present invention, no defects were generated, and very good welding quality was able to be secured.
【0038】[0038]
【表2】 [Table 2]
【0039】[0039]
【表3】 [Table 3]
【0040】[0040]
【発明の効果】以上で説明したように本発明は、棒鋼の
引上げ位置及び押込み量を最適に制御することによっ
て、デッキプレート貫通スタッド溶接におけるデッキプ
レートと母材の隙間量に依存せず、再現性の良い良好な
溶接品質を得ることができる具体的制御方法を提供す
る。また、これまで品質確保が困難であった太径棒鋼の
溶接においも、スラグインやアンダーカット等の溶接欠
陥を低減させることができ溶接品質の向上が可能とな
る。このため、溶接欠陥の補修がきわめて少なくなり、
溶接工程の効率化が可能となる。As described above, according to the present invention, by optimally controlling the pulling position and the pushing amount of the bar, the reproduction can be performed independently of the gap amount between the deck plate and the base material in the deck plate penetration stud welding. Provided is a concrete control method capable of obtaining good and good welding quality. Further, in welding of a large diameter steel bar, which has been difficult to ensure the quality, welding defects such as slag-in and undercut can be reduced, and the welding quality can be improved. For this reason, repair of welding defects is extremely reduced,
The efficiency of the welding process can be increased.
【図1】図1は、本発明による棒鋼の溶接を行う溶接装
置の一例を示す図である。FIG. 1 is a diagram showing an example of a welding device for welding bar steel according to the present invention.
【図2】図2は、本発明のSAP溶接法への適用例を示
す図である。溶接部のみを表示。他は図1に同じ。FIG. 2 is a diagram illustrating an example of application of the present invention to a SAP welding method. Only welds are displayed. Others are the same as FIG.
【図3】図3は、デッキプレート貫通スタッド溶接の状
態を示す図である。FIG. 3 is a diagram showing a state of stud welding through a deck plate.
【図4】図4は、デッキプレート貫通スタッド溶接にお
いて発生する溶接欠陥の一例を示す図である。FIG. 4 is a diagram showing an example of a welding defect generated in deck plate penetration stud welding.
【図5】図5は、デッキプレートの隙間量を変化させた
ときの押込量と溶接品質の関係を示す図である。FIG. 5 is a diagram illustrating a relationship between a pushing amount and a welding quality when a gap amount of a deck plate is changed.
【図6】図6は、デッキプレートの隙間量を変化させた
ときのアーク電圧を示す図である。FIG. 6 is a diagram illustrating an arc voltage when a gap amount of a deck plate is changed.
1…棒鋼 2…母材 3…アークシールド 4…ギャップ保持用金具 5…ホルダ 6…移動台 7…ナット体 8…螺子棒 9…ガイド 10…基台 11、12…側板 13…サーボモータ 14…溶接電源 15…電源ケーブル(マイナス) 16…電源ケーブル(プラス) 17…アーク電圧測定ケーブル(マイナス) 18…アーク電圧測定ケーブル(プラス) 19…押込量演算装置 20…サーボモータ制御装置 21…粉粒体フラックス 22…フラックス固定筒 23…デッキプレート 24…隙間 25…アーク 26…溶接金属 27…アンダーカット L…デッキプレート23と母材2の隙間量 DESCRIPTION OF SYMBOLS 1 ... Steel bar 2 ... Base material 3 ... Arc shield 4 ... Gap holding bracket 5 ... Holder 6 ... Moving table 7 ... Nut body 8 ... Screw rod 9 ... Guide 10 ... Base 11, 12 ... Side plate 13 ... Servo motor 14 ... Welding power supply 15 ... Power cable (minus) 16 ... Power cable (plus) 17 ... Arc voltage measurement cable (minus) 18 ... Arc voltage measurement cable (plus) 19 ... Push amount calculation device 20 ... Servo motor control device 21 ... Body flux 22 ... Flux fixing cylinder 23 ... Deck plate 24 ... Gap 25 ... Arc 26 ... Weld metal 27 ... Undercut L ... Gap amount between deck plate 23 and base material 2
フロントページの続き (72)発明者 一山 靖友 千葉県富津市新富20−1 新日本製鐵株式 会社技術開発本部内 (72)発明者 立川 博 東京都千代田区大手町2−6−3 新日本 製鐵株式会社内 (72)発明者 若林 正邦 千葉県富津市新富20−1 新日本製鐵株式 会社技術開発本部内 (72)発明者 寺崎 滋樹 東京都千代田区大手町2−6−3 新日本 製鐵株式会社内 (72)発明者 江良 嘉之 千葉県習志野市谷津3−1−47−407 (72)発明者 大垣 正之 埼玉県加須市久下1−39−6 (72)発明者 遠藤 年誠 千葉県松戸市松戸新田609−1 (72)発明者 野田 憲雄 千葉県柏市増尾1660−4 (72)発明者 鈴木 誠 千葉県千葉市花見川区花見川3−4−404 (72)発明者 古川 徹 千葉県我孫子市日秀134−4Continued on the front page (72) Inventor Yasutomo Ichiyama 20-1 Shintomi, Futtsu-shi, Chiba Nippon Steel Corporation Technology Development Division (72) Inventor Hiroshi Tachikawa 2-6-3 Otemachi, Chiyoda-ku, Tokyo New Inside Nippon Steel Corporation (72) Inventor Masakuni Wakabayashi 20-1 Shintomi, Futtsu City, Chiba Prefecture Inside Nippon Steel Corporation Technology Development Division (72) Inventor Shigeki Terasaki 2-6-3 Otemachi, Chiyoda-ku, Tokyo New Nippon Steel Corporation (72) Inventor Yoshiyuki Era 3-1-47-407 Yatsu, Narashino-shi, Chiba (72) Inventor Masayuki Ogaki 1-39-6, Kushita, Kazo-shi, Saitama (72) Inventor Endo Year Makoto 609-1 Matsudo Nitta, Matsudo City, Chiba Prefecture (72) Inventor Norio Noda 1660-4 Masuo, Kashiwa City, Chiba Prefecture (72) Inventor Makoto Suzuki 3-4-404 Hanamigawa, Hanamigawa-ku, Chiba City, Chiba (72) Invention Person Toru Furukawa 134-4 Hihide, Abiko City, Chiba Prefecture
Claims (3)
せ、棒鋼及び鋼板を該溶接アークで加熱して局部的に溶
融させた後、棒鋼を鋼板に押込むことによって溶接する
棒鋼の溶接において、アーク発生中のアーク電圧を計測
し、このアーク電圧計測値から、下記式により棒鋼の押
込量dを求めることを特徴とする棒鋼溶接の制御方法。 d = a×V + b 〔d:押込量、V:アーク電
圧、a,b:定数〕In a welding of a steel bar, a welding arc is generated between a steel bar and a steel plate, the steel bar and the steel plate are heated by the welding arc to locally melt the steel bar, and then the steel bar is welded by pushing the steel bar into the steel plate. A method for controlling the welding of a steel bar, comprising: measuring an arc voltage during the occurrence of an arc; and calculating an indentation d of the steel bar from the measured value of the arc voltage by the following equation. d = a × V + b [d: pushing amount, V: arc voltage, a, b: constant]
が、一定値となるように、溶接中の棒鋼の高さを制御す
ることを特徴とする請求項1に記載の棒鋼溶接の制御方
法。2. The method for controlling steel bar welding according to claim 1, wherein the height of the steel bar during welding is controlled so that the measured value of the arc voltage when the arc is generated becomes a constant value. .
であることを特徴とする請求項2に記載の棒鋼溶接の制
御方法。3. The method according to claim 2, wherein the constant value is a predetermined value set in advance.
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JP31254098A JP3739219B2 (en) | 1998-11-02 | 1998-11-02 | Control method of steel bar welding |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009255161A (en) * | 2008-03-25 | 2009-11-05 | Daihen Corp | Arc spot welding apparatus |
JP2016028824A (en) * | 2014-07-25 | 2016-03-03 | ダイヘンスタッド株式会社 | Welding device and antirust coated reinforcing bar |
JP2020536742A (en) * | 2017-10-09 | 2020-12-17 | ヒルティ アクチエンゲゼルシャフト | Fixing method |
CN117226227A (en) * | 2023-11-09 | 2023-12-15 | 中国核工业二四建设有限公司 | Automatic double-station steel bar submerged arc stud welding equipment |
-
1998
- 1998-11-02 JP JP31254098A patent/JP3739219B2/en not_active Expired - Lifetime
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009255161A (en) * | 2008-03-25 | 2009-11-05 | Daihen Corp | Arc spot welding apparatus |
JP2016028824A (en) * | 2014-07-25 | 2016-03-03 | ダイヘンスタッド株式会社 | Welding device and antirust coated reinforcing bar |
JP2020536742A (en) * | 2017-10-09 | 2020-12-17 | ヒルティ アクチエンゲゼルシャフト | Fixing method |
JP7030966B2 (en) | 2017-10-09 | 2022-03-07 | ヒルティ アクチエンゲゼルシャフト | Fixing method |
CN117226227A (en) * | 2023-11-09 | 2023-12-15 | 中国核工业二四建设有限公司 | Automatic double-station steel bar submerged arc stud welding equipment |
CN117226227B (en) * | 2023-11-09 | 2024-01-30 | 中国核工业二四建设有限公司 | Automatic double-station steel bar submerged arc stud welding equipment |
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