JP2003126965A - Welding method for steel pipe - Google Patents
Welding method for steel pipeInfo
- Publication number
- JP2003126965A JP2003126965A JP2001326421A JP2001326421A JP2003126965A JP 2003126965 A JP2003126965 A JP 2003126965A JP 2001326421 A JP2001326421 A JP 2001326421A JP 2001326421 A JP2001326421 A JP 2001326421A JP 2003126965 A JP2003126965 A JP 2003126965A
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- joining
- protrusion
- rolling
- flash butt
- 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.)
- Pending
Links
Landscapes
- Metal Rolling (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、鋼管の接合方法に
関し、とくに、鋼管を次々と接合しながら連続的に圧延
する場合に、短時間で十分な接合を可能とする鋼管の接
合方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for joining steel pipes, and more particularly, to a method for joining steel pipes which enables sufficient joining in a short time when the steel pipes are continuously rolled while being joined one after another.
【0002】[0002]
【従来の技術】複数の鋼管を次々と接合して連続的に圧
延するためには、先行鋼管の後端と後続鋼管の先端と
を、圧延の際に破断しない程度に接合しうる技術が必要
とされる。かかる接合技術に関連するものとして、例え
ば特開昭60−44108 号公報では、先行鋼管後端と後続鋼
管先端とを高周波誘導溶接あるいは高周波抵抗溶接によ
って接合する方法が開示されている。しかし、これらの
接合方法では、設備費およびランニングコスト(電力)
が高価であるという欠点がある。また、例えば特公昭63
−63282 号公報等では、先行鋼管後端と後続鋼管先端と
をメカニカルに連結する方法が開示されている。しか
し、この接合方法では、ストレッチレデューサ圧延によ
って高張力を付与しようとする場合、破断する可能性が
ある。また、特開平8−267107号公報、特開平10−5803
号公報等では、ビレットおよび中実材のフラッシュバッ
ト接合方法およびこれを用いた連続圧延方法が開示され
ている。このフラッシュバット接合方法によれば、高周
波誘導溶接や高周波抵抗溶接に比べて設備費およびラン
ニングコストが少なくてすみ、また、ストレッチレデュ
ーサによる高張力付与によっても破断しない十分な接合
が得られると考えられる。2. Description of the Related Art In order to join a plurality of steel pipes one after another and to continuously roll them, a technique is required which can join the trailing end of the preceding steel pipe and the leading end of the following steel pipe to the extent that they do not break during rolling. It is said that As a technique related to such a joining technique, for example, Japanese Patent Laid-Open No. 60-44108 discloses a method of joining a leading end of a preceding steel pipe and a leading end of a succeeding steel pipe by high frequency induction welding or high frequency resistance welding. However, with these joining methods, equipment cost and running cost (electric power)
Has the drawback of being expensive. Also, for example, Japanese Patent Publication Sho 63
-63282 and the like disclose a method of mechanically connecting the trailing end of the preceding steel pipe and the leading end of the following steel pipe. However, in this joining method, there is a possibility of breakage when high tension is applied by stretch reducer rolling. In addition, JP-A-8-267107 and JP-A-10-5803.
Japanese Patent Laid-Open Publication No. 2003-242242 discloses a flash butt joining method for billets and solid materials and a continuous rolling method using the same. According to this flash butt joining method, it is considered that the equipment cost and the running cost are lower than those of the high frequency induction welding and the high frequency resistance welding, and it is considered that a sufficient joining that does not break even if high tension is applied by the stretch reducer is obtained. .
【0003】[0003]
【発明が解決しようとする課題】しかしながら、従来の
フラッシュバット接合方法を連続縮径圧延時の鋼管に対
して適用すると、十分な接合を得るまでに時間がかかり
すぎ、圧延能率が低下するばかりか、中空材料であるが
ゆえに中実材よりも冷えが速く、接合中に材料温度がレ
デューサ圧延開始温度未満に低下してしまい、再加熱の
ために余分のエネルギーを要するという問題があること
が判明した。However, when the conventional flash butt joining method is applied to a steel pipe during continuous diameter reduction rolling, it takes too much time to obtain sufficient joining, which not only reduces the rolling efficiency. Since it is a hollow material, it cools faster than the solid material, and the material temperature drops below the start temperature of the reducer rolling during joining, and it was found that extra energy is required for reheating. did.
【0004】そこで、本発明は、この問題を解決し、鋼
管のフラッシュバット接合時間を短縮して高能率かつ省
エネルギーの連続圧延を可能ならしめる鋼管の接合方法
を提供することを目的とする。SUMMARY OF THE INVENTION Therefore, an object of the present invention is to solve this problem and to provide a steel pipe joining method which shortens the flash butt joining time of the steel pipe and enables continuous rolling with high efficiency and energy saving.
【0005】[0005]
【課題を解決するための手段】本発明者らは前記目的を
達成するために鋭意検討した結果、鋼管の端面を通常の
ように平滑に仕上げて行うフラッシュバット接合におい
ては、中実材の場合と異なり、管周方向の位置が不特定
な1点から発したフラッシュ(火花)が管周方向に伝達
されて1周することにより接合が完了するのであり、こ
の火花周回時間が接合時間を律速することがわかった。
さらに、この火花周回時間を短縮するためには、鋼管の
被接合端面に火花の起点となるべき突起部を複数設ける
ことが有効であることがわかった。DISCLOSURE OF THE INVENTION As a result of intensive studies made by the present inventors in order to achieve the above-mentioned object, in the case of flash butt joining, where the end surface of the steel pipe is finished to be smooth as usual, in the case of solid material Unlike, the flash (spark) emitted from one point with an unspecified position in the circumferential direction of the pipe is transmitted in the circumferential direction of the pipe to complete the joining, and this spark circulation time determines the joining time. I found out that
Furthermore, it has been found that it is effective to provide a plurality of protrusions, which are the starting points of sparks, on the joined end surface of the steel pipe in order to reduce the spark circulation time.
【0006】すなわち本発明は、連続圧延に供される先
行鋼管の後端と後続鋼管の先端とをフラッシュバット接
合する鋼管の接合方法において、前記先行鋼管および/
または後続鋼管の被接合端面の円周方向2箇所以上に突
起高さ=0.03〜1.5mm の突起部を設けることを特徴とす
る鋼管の接合方法である。また、前記突起部は、傾斜部
の境をなす段差部もしくは稜部、または、平坦部の局所
が突出してなる凸部であることが好ましい。前記突起部
を前記凸部とした場合は、該凸部の合計底面積が鋼管横
断面積の5.0 %以下であることが好ましい。That is, the present invention relates to a method for joining steel pipes, wherein the rear end of the preceding steel pipe and the tip of the succeeding steel pipe subjected to continuous rolling are subjected to flash butt joining.
Alternatively, it is a method of joining steel pipes, characterized in that protrusions having a protrusion height of 0.03 to 1.5 mm are provided at two or more locations in the circumferential direction of the end face to be joined of the subsequent steel pipe. Further, it is preferable that the projecting portion is a step portion or a ridge portion that forms a boundary of the inclined portion, or a projecting portion in which a flat portion locally projects. When the protrusion is the protrusion, the total bottom area of the protrusion is preferably 5.0% or less of the cross-sectional area of the steel pipe.
【0007】[0007]
【発明の実施の形態】本発明では、鋼管の被接合端面の
円周方向2箇所以上に突起部を設ける。この突起部は先
行鋼管の後端部、後続鋼管の先端部のいずれか一方に設
けても、また両方に設けてもよい。このような突起部を
設けることにより、先行鋼管と後続鋼管をフラッシュバ
ット接合する際に、最初の相互接触が前記複数の突起部
の箇所でほぼ同時に生じ、そこに優先的に溶接電流が集
中し、そこが火花起点となる。すなわち、火花は突起部
を設けた円周方向の複数箇所から発して円周方向に高々
1/2 周以下の距離を移動すればその隣の火花起点に到達
する。よって、火花の周回時間は長めにみても従来の1/
2 以下へと低減することになり、接合時間の大幅な短縮
を達成することができる。BEST MODE FOR CARRYING OUT THE INVENTION In the present invention, protrusions are provided at two or more locations in the circumferential direction on the joined end surface of the steel pipe. The protrusion may be provided on either the rear end of the preceding steel pipe, the leading end of the subsequent steel pipe, or both. By providing such protrusions, when performing flash butt joining of the preceding steel pipe and the following steel pipe, the first mutual contact occurs at the locations of the plurality of protrusions almost simultaneously, and the welding current is preferentially concentrated there. , That is the starting point of the spark. In other words, sparks are emitted from multiple points in the circumferential direction that are provided with protrusions, and
If you move less than 1/2 lap, you will reach the spark starting point next to it. Therefore, even if it takes a long time to circulate the sparks,
It will be reduced to 2 or less, and the bonding time can be significantly shortened.
【0008】この接合時間短縮の効果を得るためには、
突起部の突起高さは0.03〜1.5mm とする必要がある。突
起高さが0.03mm未満では、通常の端面の粗さとの有意差
がなく、突起部を設けた箇所が火花起点とならない。一
方、突起高さが1.5mm 超では、突起部を設けた箇所が火
花起点となるものの、そこから発した火花が円周方向に
移動し難い。なお、突起高さの定義を図1〜図3に示
す。To obtain the effect of shortening the joining time,
The protrusion height of the protrusion should be 0.03 to 1.5 mm. If the height of the protrusion is less than 0.03 mm, there is no significant difference from the normal roughness of the end face, and the place where the protrusion is provided does not become the spark starting point. On the other hand, when the protrusion height exceeds 1.5 mm, the spark is generated at the place where the protrusion is provided, but it is difficult for the spark emitted from the spark to move in the circumferential direction. The definition of the protrusion height is shown in FIGS.
【0009】前記突起部は、その形態を特に限定される
ものではないが、加工しやすさの観点からすれば、例え
ば図1、図2に示すような、傾斜部3の境をなす段差部
2(図1)もしくは稜部4(図2)とするか、または、
例えば図3に示すような、平坦部6の局所が突出してな
る凸部5とするのが好ましい。なお、突起部の個数は図
示したものに限定されず、2個以上であればよい。好ま
しくは3個以上である。また、複数の突起部はなるべく
円周等分点に配置するのが好ましい。Although the form of the protrusion is not particularly limited, from the viewpoint of ease of processing, the stepped portion which forms the boundary of the inclined portion 3 as shown in FIGS. 1 and 2, for example. 2 (FIG. 1) or ridge 4 (FIG. 2), or
For example, as shown in FIG. 3, it is preferable to form a convex portion 5 formed by locally projecting a flat portion 6. The number of protrusions is not limited to that shown in the figure, and may be two or more. It is preferably 3 or more. Further, it is preferable that the plurality of protrusions are arranged at equal points on the circumference of the circle as much as possible.
【0010】前記段差部あるいは前記稜部は、例えば図
4に示すような複数の回転刃7を組合わせてなる端面切
断機を用いて鋼管端部を切断する方法などにより形成す
ることができる。なお、図4の回転刃7は管軸に直交す
る平面に対して1〜2°程度傾斜させて配置され、刃体
(例:丸鋸)が自身の軸心回りに回転するとともに、該
軸心が管軸回りに回転する。The step portion or the ridge portion can be formed by, for example, a method of cutting an end portion of a steel pipe using an end face cutting machine formed by combining a plurality of rotary blades 7 as shown in FIG. The rotary blade 7 in FIG. 4 is arranged with an inclination of about 1 to 2 degrees with respect to a plane orthogonal to the tube axis, and the blade body (eg, circular saw) rotates about its own axis and The heart rotates around the tube axis.
【0011】また、前記凸部は、例えば図5に示すよう
な凹部付き表面8を有する端面加工機を用いてその凹部
付き表面8に鋼管1の被接合端面を押し付け、凹部9を
凸部へと転写する方法などにより形成することができ
る。なお、凸部の横断面形状は、図3に示したような円
形に限定されず、楕円形、多角形等々の如何なる形状で
あってもよい。また、凸部の立体形状は、図3に示した
ような柱状に限定されず、錐状、錐台状等々の如何なる
形状であってもよい。Further, for the convex portion, for example, an end face processing machine having a concave surface 8 as shown in FIG. 5 is used to press the joined end surface of the steel pipe 1 against the concave surface 8 to form the concave portion 9 into the convex portion. Can be formed by a method such as transfer. The cross-sectional shape of the convex portion is not limited to the circular shape shown in FIG. 3, and may be any shape such as an elliptical shape or a polygonal shape. Further, the three-dimensional shape of the convex portion is not limited to the columnar shape shown in FIG. 3, and may be any shape such as a conical shape or a frustum shape.
【0012】さらに、前記突起部を前記凸部とした場合
は、該凸部の合計底面積が鋼管横断面積の5.0 %を超え
ると、該凸部を設けた箇所を火花起点として安定的に分
散させ難くなるので、該凸部はその合計底面積が5.0 %
以下となるように形成することが好ましい。より好まし
くは、0.05%以上5.0 %以下である。なお、個々の凸部
の底面積の定義を図3に示す。Further, in the case where the protrusion is the protrusion, when the total bottom area of the protrusion exceeds 5.0% of the cross-sectional area of the steel pipe, the portion where the protrusion is provided is stably dispersed as a spark starting point. The total bottom area of the protrusions is 5.0%.
It is preferable to form the following. More preferably, it is 0.05% or more and 5.0% or less. The definition of the bottom area of each convex portion is shown in FIG.
【0013】[0013]
【実施例】(実施例1)表1に示す鋼種のビレットを、
マンドレルミルにて穿孔圧延後サイザーにて外径調整し
て表1に示す縮径圧延前寸法(外径・肉厚)に造管し、
得られた鋼管を再加熱炉で表1に示す切断温度に再加熱
し、次いで図4に例示した類の端面切断機を用いて表1
に示す刃数で先行鋼管後端部を切断加工して表1に示す
段差(段差部の個数は、刃数が1枚の場合は0、刃数が
2枚以上の場合は刃数に等しい。なお、段差部形成箇所
は略円周等分点とした。)を付与した後、走間フラッシ
ュバット溶接機にて表1に示す電流・電圧条件で後続鋼
管先端部と接合し、次いでバリ除去装置で接合部のバリ
を切削除去した後、誘導加熱式の温度補償装置で加熱し
て表1に示す縮径圧延開始温度に到達せしめ、次いでメ
カニカルデスケーラにて脱スケール処理後、ストレッチ
レデューサにて縮径圧延して表1に示す狙い寸法(外径
・肉厚)に仕上げる連続圧延を行った。(Example) (Example 1)
After perforating and rolling with a mandrel mill, adjusting the outer diameter with a sizer, and pipe-making to the dimensions (outer diameter and wall thickness) shown in Table 1 before diameter-reducing rolling,
The resulting steel pipe was reheated in a reheating furnace to the cutting temperatures shown in Table 1 and then using an edge cutting machine of the kind illustrated in FIG.
Cutting the rear end of the preceding steel pipe with the number of blades shown in Table 1 shows the steps (the number of steps is 0 when the number of blades is 1 and equal to the number of blades when the number of blades is 2 or more). Note that the steps are formed at approximately equal points on the circumference.) Then, the flash butt welding machine is used to join the subsequent steel pipe tip under the current and voltage conditions shown in Table 1, and then to the burr. After removing the burrs from the joint with a removing device, heat it with an induction heating type temperature compensating device to reach the reduction rolling start temperature shown in Table 1, then descale it with a mechanical descaler, and then use a stretch reducer. Then, continuous rolling was performed to reduce the diameter to a target dimension (outer diameter / thickness) shown in Table 1.
【0014】この連続圧延の各条件毎に調査した所要接
合時間(フラッシュバット溶接にて十分な接合を得るに
要した時間)を表1に示す。ここに示されるように、本
発明に則して被接合端面に所定の突起高さ(段差;0.03
〜1.5mm )を有する突起部(段差部)を円周方向の複数
箇所に設けた本発明例では、本発明範囲を逸脱する比較
例に比べ、所要接合時間が格段に短縮された。Table 1 shows the required joining time (the time required to obtain sufficient joining by flash butt welding) investigated under each condition of this continuous rolling. As shown here, according to the present invention, a predetermined projection height (step: 0.03
In the example of the present invention in which the protrusions (steps) having a thickness of 1.5 mm) are provided at a plurality of positions in the circumferential direction, the required joining time is significantly shortened as compared with the comparative example which deviates from the scope of the present invention.
【0015】[0015]
【表1】 [Table 1]
【0016】(実施例2)表2に示す鋼種のビレット
を、マンドレルミルにて穿孔圧延後サイザーにて外径調
整して表2に示す縮径圧延前寸法(外径・肉厚)に造管
し、得られた鋼管を再加熱炉で表2に示す切断温度に再
加熱し、次いで図5に例示した類の端面加工機を用いて
表2に示す凹部寸法・個数条件(なお、凹部配置箇所は
略円周等分点とした。)で先行鋼管後端部を端面加工し
て表2に示す寸法の柱状凸部を形成した後、走間フラッ
シュバット溶接機にて表1に示す電流・電圧条件で後続
鋼管先端部と接合し、次いでバリ除去装置で接合部のバ
リを切削除去した後、誘導加熱式の温度補償装置で加熱
して表2に示す縮径圧延開始温度に到達せしめ、次いで
メカニカルデスケーラにて脱スケール処理後、ストレッ
チレデューサにて縮径圧延して表2に示す狙い寸法(外
径・肉厚)に仕上げる連続圧延を行った。(Example 2) A billet of the steel type shown in Table 2 was formed into the dimensions (outer diameter / wall thickness) shown in Table 2 before diametric rolling by adjusting the outer diameter with a sizer after piercing and rolling with a mandrel mill. The obtained steel pipe is reheated in a reheating furnace to the cutting temperature shown in Table 2, and then the end face processing machine of the kind illustrated in FIG. The location of the pipe is set to approximately equal points around the circumference.) After the rear end of the preceding steel pipe is end-face processed to form a columnar protrusion having the dimensions shown in Table 2, it is shown in Table 1 with a running flash butt welding machine. After joining with the subsequent steel pipe tip under current and voltage conditions, and then removing burrs from the joint with a burr remover, heat it with an induction heating type temperature compensator and reach the diameter reduction rolling start temperature shown in Table 2. After descaling with a mechanical descaler, shrink with a stretch reducer Rolled to was continuously rolling finish target dimension shown in Table 2 (the outer diameter and wall thickness).
【0017】この連続圧延の各条件毎に調査した所要接
合時間(フラッシュバット溶接にて十分な接合を得るに
要した時間)を表2に示す。ここに示されるように、本
発明に則して被接合端面に所定の突起高さ(0.03〜1.5m
m )を有する突起部(凸部)を円周方向の複数箇所に設
けた本発明例では、本発明範囲を逸脱する比較例に比
べ、所要接合時間が格段に短縮された。なお、本発明例
の中でも、凸部の合計底面積を好適範囲(鋼管横断面積
の5%以下)としたものは、より良好な結果が得られ
た。Table 2 shows the required joining time (the time required to obtain sufficient joining by flash butt welding) investigated under each condition of this continuous rolling. As shown here, according to the present invention, a predetermined projection height (0.03-1.5 m
In the example of the present invention in which the protrusions (projections) having m) were provided at a plurality of positions in the circumferential direction, the required joining time was significantly shortened as compared with the comparative example which deviates from the scope of the present invention. In addition, among the examples of the present invention, a better result was obtained when the total bottom area of the convex portions was within a suitable range (5% or less of the cross-sectional area of the steel pipe).
【0018】[0018]
【表2】 [Table 2]
【0019】なお、上記実施例1〜2では、本発明をマ
ンネスマンマンドレルミル方式による継目無鋼管製造法
に適用した場合について説明したが、本発明は、これに
限定されるものではなく、例えば電縫管のような溶接鋼
管の再加熱縮径圧延にも適用可能であり、さらには、加
熱無しの冷間圧延に適用しても問題ない。In the above-mentioned Examples 1 and 2, the case where the present invention is applied to the method for producing a seamless steel pipe by the Mannesmann mandrel mill system has been described, but the present invention is not limited to this and, for example, electric The present invention can be applied to reheated diameter-reducing rolling of welded steel pipe such as a sewn pipe, and further, it can be applied to cold rolling without heating.
【0020】[0020]
【発明の効果】本発明によれば、鋼管を複数接合して連
続圧延する際に有利に用いられるフラッシュバット接合
の所要接合時間を大幅に短縮することができ、高能率か
つ省エネルギーの鋼管連続圧延が可能となるという優れ
た効果を奏する。EFFECTS OF THE INVENTION According to the present invention, the required joining time of flash butt joining, which is advantageously used when joining a plurality of steel pipes for continuous rolling, can be significantly shortened, and high efficiency and energy-saving continuous rolling of steel pipes can be achieved. It has an excellent effect that is possible.
【図1】突起部を段差部で構成した例を示す説明図であ
る。FIG. 1 is an explanatory diagram showing an example in which a protrusion is formed by a step portion.
【図2】突起部を稜部で構成した例を示す説明図であ
る。FIG. 2 is an explanatory diagram showing an example in which a protrusion is formed by a ridge.
【図3】突起部を凸部で構成した例を示す説明図であ
る。FIG. 3 is an explanatory diagram showing an example in which a protrusion is a protrusion.
【図4】鋼管端面への段差部付与方法を例示する説明図
である。FIG. 4 is an explanatory view illustrating a method for providing a step portion on the end surface of a steel pipe.
【図5】鋼管端面への凸部付与方法を例示する説明図で
ある。FIG. 5 is an explanatory diagram illustrating a method for providing a convex portion on the end surface of a steel pipe.
1 鋼管 2 段差部 3 傾斜部 4 稜部 5 凸部 6 平坦部 7 回転刃 8 凹部付き表面 9 凹部 10 ガイド 1 steel pipe 2 steps 3 slope 4 ridge 5 convex 6 Flat part 7 rotary blades 8 Recessed surface 9 recess 10 Guide
───────────────────────────────────────────────────── フロントページの続き (72)発明者 佐藤 秀雄 愛知県半田市川崎町1丁目1番地 川崎製 鉄株式会社知多製造所内 (72)発明者 森岡 信彦 愛知県半田市川崎町1丁目1番地 川崎製 鉄株式会社知多製造所内 ─────────────────────────────────────────────────── ─── Continued front page (72) Inventor Hideo Sato 1-1 Kawasaki-cho, Handa-shi, Aichi Made in Kawasaki Chita Works of Iron Co., Ltd. (72) Inventor Nobuhiko Morioka 1-1 Kawasaki-cho, Handa-shi, Aichi Made in Kawasaki Chita Works of Iron Co., Ltd.
Claims (3)
続鋼管の先端とをフラッシュバット接合する鋼管の接合
方法において、前記先行鋼管および/または後続鋼管の
被接合端面の円周方向2箇所以上に突起高さ=0.03〜1.
5mm の突起部を設けることを特徴とする鋼管の接合方
法。1. A method of joining steel pipes, wherein flash trailing joining of a trailing end of a preceding steel pipe and a leading end of a succeeding steel pipe to be subjected to continuous rolling is carried out, wherein a circumferential direction 2 of a joined end face of the preceding steel pipe and / or the following steel pipe. Protrusion height above the point = 0.03 to 1.
A method for joining steel pipes, characterized in that it is provided with a protrusion of 5 mm.
もしくは稜部、または、平坦部の局所が突出してなる凸
部であることを特徴とする請求項1記載の鋼管の接合方
法。2. The method for joining steel pipes according to claim 1, wherein the protrusion is a step or a ridge that forms a boundary of the inclined portion, or a protrusion formed by locally projecting a flat portion. .
5.0 %以下であることを特徴とする請求項2記載の鋼管
の接合方法。3. The total bottom area of the protrusions is the cross-sectional area of the steel pipe.
It is 5.0% or less, The joining method of the steel pipe of Claim 2 characterized by the above-mentioned.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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JP2001326421A JP2003126965A (en) | 2001-10-24 | 2001-10-24 | Welding method for steel pipe |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2001326421A JP2003126965A (en) | 2001-10-24 | 2001-10-24 | Welding method for steel pipe |
Publications (1)
Publication Number | Publication Date |
---|---|
JP2003126965A true JP2003126965A (en) | 2003-05-08 |
Family
ID=19142807
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2001326421A Pending JP2003126965A (en) | 2001-10-24 | 2001-10-24 | Welding method for steel pipe |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2003126965A (en) |
-
2001
- 2001-10-24 JP JP2001326421A patent/JP2003126965A/en active Pending
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