JPH0394910A - Method for forming one seam large diameter angular steel pipe - Google Patents

Method for forming one seam large diameter angular steel pipe

Info

Publication number
JPH0394910A
JPH0394910A JP23045989A JP23045989A JPH0394910A JP H0394910 A JPH0394910 A JP H0394910A JP 23045989 A JP23045989 A JP 23045989A JP 23045989 A JP23045989 A JP 23045989A JP H0394910 A JPH0394910 A JP H0394910A
Authority
JP
Japan
Prior art keywords
steel pipe
forming
section
cross
seam
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
Application number
JP23045989A
Other languages
Japanese (ja)
Inventor
Shin Nakajima
伸 中島
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.)
NAKAJIMA KOKAN KK
Original Assignee
NAKAJIMA KOKAN KK
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 NAKAJIMA KOKAN KK filed Critical NAKAJIMA KOKAN KK
Priority to JP23045989A priority Critical patent/JPH0394910A/en
Publication of JPH0394910A publication Critical patent/JPH0394910A/en
Pending legal-status Critical Current

Links

Abstract

PURPOSE:To manufacture a one seam angular steel pipe of high dimensional accuracy by passing through the space between forming rolls in plural steps after welding a bevel part without any discrepancy in the case of forming a steel plate in a specified width in the shape approximate to an angular steel pipe at its section. CONSTITUTION:While a steel plate 1 having a specified width is transferred in the length direction, beveling is executed on both side edges thereof and also an end bending 2 is performed by a roll forming means 3, 4. In the case of forming the section in the shape approximate to an angular steel pipe by abutting the beveling parts, the abutment is executed just as holding the shape of expanding each side of the section slightly to the outside and the beveling face is subjected to tack welding without any discrepancy. After executing a normal welding, it is passed through the space between forming rolls in plural steps, the bulge of the four faces, the roundness of each corner part and the squareness are shaped gradually, and a one seam large diameter angular steel pipe of high quality with the high flatness of each side and whose R of the corner part is uniform can be manufactured.

Description

【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、建設用、その他に用いられるワンシーム大径
角形鋼管に関する新規な成形工法に係る技術である。
DETAILED DESCRIPTION OF THE INVENTION [Industrial Field of Application] The present invention is a technology related to a new forming method for one-seam large-diameter rectangular steel pipes used for construction and other purposes.

〔従来の技術〕[Conventional technology]

建設用、その他に用いられる大径角形鋼管は、従来、断
面コ字形に折曲げ加工した細長の二部材を向き合わせて
各側縁辺部を突合わせ溶接することにより製造していた
。この方法では成形素材の数が多く、その加工に二倍の
工数が掛るとか、成形された角形鋼管に二条の溶接線が
生じるため,溶接資材および加工時間、工数が嵩むこと
、あるいは溶接に付随して生じる歪みの修正作業等が鋼
管の製造コストに大きな割合を占め、経済的でないとい
った欠点があった。
Large diameter rectangular steel pipes used for construction and other purposes have conventionally been manufactured by bending two elongated members into a U-shaped cross section, facing each other, and welding the side edges together. This method involves a large number of forming materials, which requires double the man-hours to process, and two weld lines are created on the formed square steel pipe, which increases the welding materials, processing time, and man-hours, or the welding process requires double the man-hours. The disadvantage of this method is that it is not economical, as the work to correct distortions caused by this process accounts for a large proportion of the manufacturing cost of steel pipes.

そこで最近は、ベルト状の一枚板鋼板の、llv隅角部
に相当する個所をその長手方向に、一個所宛、順次プレ
ス加工により折曲げて、断面を角形鋼管に近似した形状
に或形した後、前記素材を複数段の成形ロールの間に移
送して正確な角形断面に或形すると共に、鋼板の突合わ
せ部を本溶接するとか、仮付けした後に、鋼管内外面か
ら前記突合わせ部を本溶接するといった工法が採用され
るようになった。
Therefore, recently, the parts corresponding to the llv corners of a belt-shaped single steel plate are bent in the longitudinal direction one by one by press working, and the cross section is shaped into a shape that approximates a square steel pipe. After that, the material is transferred between multiple stages of forming rolls to shape it into an accurate square cross section, and after the butt portions of the steel plates are permanently welded or temporarily attached, the butt portions are welded from the inner and outer surfaces of the steel pipe. Construction methods such as main welding of parts began to be adopted.

この工法によれば、工程が比較的に短い上に、一本の鋼
管に溶接線が一条のみ存在するだけであるため,作業能
率が向上し、溶接資材も少なくて済み、歪みの問題も簡
単な矯正工程によって除去できるので、大幅なコストダ
ウンが可能である.また、コイル状鋼板を幅方向に丸め
て、一旦、断面丸鋼管を或形し、その後、前記丸鋼管を
複数段の威形ロールの間に通して、これを角形鋼管に或
形して製造するといった工法も行われている。
According to this method, the process is relatively short, and since there is only one weld line on one steel pipe, work efficiency is improved, less welding materials are required, and the problem of distortion is easily solved. Since it can be removed using a straightening process, it is possible to significantly reduce costs. In addition, a coiled steel plate is rolled in the width direction to form a round steel pipe in cross section, and then the round steel pipe is passed between multiple stages of large rolls to form a square steel pipe. There are also construction methods in place.

ただし,上述工法による大径角形鋼管の板厚、サイズに
は限界があって、このため高層建築用として流通する大
径角形鋼管は、旧来の工法により製造されており、コス
トおよび歪みの問題は依然として解決されていない。
However, there are limits to the plate thickness and size of large-diameter square steel pipes made using the above-mentioned method, and for this reason, large-diameter square steel pipes that are used in high-rise buildings are manufactured using traditional methods, and problems such as cost and distortion are avoided. still unresolved.

ところで、上記のワンシーム大径角形鋼管の製造方法に
おいて,一枚板鋼管の、III管隅角部相当部分のプレ
スによる折曲げ加工は、溶接線に近い側の隅角部の丸み
(Rともいう)と溶接線を含まない辺(底辺または側辺
)両側の隅角部に形威された丸みとが一致せず、鋼管成
形後にRの修正加工を施しても、その誤差を角形鋼管の
断面の規格内に納めることが、難しいといった問題があ
る。
By the way, in the method for manufacturing one-seam large-diameter rectangular steel pipes described above, the bending process by pressing of the portion corresponding to the corner of the III tube of the single sheet steel pipe is performed by bending the corner portion on the side closer to the weld line (also referred to as R). ) and the roundness of the corners on both sides (bottom or side) that do not include the weld line do not match, and even if R correction processing is performed after forming the steel pipe, the error can be corrected in the cross section of the square steel pipe. The problem is that it is difficult to meet the standards.

即ち、折曲げ成形の最終工程において、プレス折曲げ型
を素材の開先加工隙間から抜き出す必要上、一枚板の鋼
板を折り曲げるのに溶接線に近い側の隅角部は、あらか
じめ,略90゜〜95゜に折り曲げ、底辺側の隅角部は
、100゜〜115゜を目安として折曲げ加工している
こと、および成形加工中、開先加工部が溶接済でないた
め、前記素材を複数段の戊形ロールに通して断面を正確
な角形鋼管に成形しようとしても、大きな荷重を加える
ことができず、隅角部の加工のアンバランスの影響を除
去し切れないからである。素材には、このため成形ロー
ル内で上向きの力が加わり、底辺には外側に湾曲する傾
向が生じ、その隅角部のRの方が、溶接線が存在する辺
の隅角部のRよりも概して大きく戊形され、かつR止ま
りが明瞭でない。
That is, in the final step of bending, the press bending die must be extracted from the gap formed by the beveling of the material. The bottom corner is bent at an angle of 100° to 115°, and the beveled part is not welded during the forming process. This is because even if an attempt is made to form a rectangular steel tube with an accurate cross section by passing it through a corrugated round roll, it is not possible to apply a large load, and the influence of unbalanced corner processing cannot be completely eliminated. The material is therefore subjected to an upward force within the forming rolls, causing a tendency for the bottom edge to curve outward, with the radius of the corner being greater than the radius of the corner of the side where the weld line is located. The curves are generally largely oval shaped, and the end of the radius is not clear.

この状態が生じるのを防ぐために、成形ロールに対向し
,素材の底辺を抑えるよう管内側に,中子ロールを挿入
する手段もあるが、狭い空間にロールを施しても強度上
、問題があって必要な効果が得られず、実用的でない。
In order to prevent this situation from occurring, there is a method of inserting a core roll inside the tube, facing the forming roll and suppressing the bottom of the material, but there is a problem in terms of strength even if the roll is applied in a narrow space. However, the necessary effect cannot be obtained and it is not practical.

このために、ワンシーム大径角形鋼管の各隅角部相互の
Rの加工誤差を少なくすることには困難があり、コラム
断面の規格を厳しくすれば不良品が生じるおそれが多分
にある。
For this reason, it is difficult to reduce the machining error in R between each corner of a one-seam large-diameter rectangular steel pipe, and if the column cross-section specifications are made stricter, there is a high risk of producing defective products.

〔発明が解結しようとする課題〕[The problem that the invention attempts to solve]

本発明は、ワンシーム大径角形鋼管の製造方法において
、断面の各隅角部に付したRの均一性および各辺の平坦
度が良好で、寸法精度の高い角形断面を有する鋼管を安
定して得られる戊形方法を開発し、均一で、かつ品質の
高い製品を提供することを目的とするものである。
The present invention is a method for manufacturing one-seam large-diameter square steel pipes that stably produces steel pipes that have a rectangular cross section with good uniformity of the radius applied to each corner of the cross section, good flatness of each side, and high dimensional accuracy. The purpose of this project is to develop a method to obtain a cylindrical shape and to provide uniform, high-quality products.

〔課題を解結するための手段〕[Means for resolving issues]

本発明は、上述の目的を達成するために、以下に述べる
とおりの各構成要件を具備する。
In order to achieve the above-mentioned object, the present invention includes each of the constituent elements as described below.

(1)大径のワンシーム角形鋼管を製造する方法におい
て、一定幅を有する鋼板を、その長さ方向に移送する間
に、その両側縁に開先加工を施すと共に、側縁に沿って
両側端付近を内側に浅く湾曲させた後、前記鋼板の鋼管
隅角部に相当する個所を長さ方向に沿って内側に折曲げ
加工し、前記間先加工部分を突合わせ接触させ、断面を
角形鋼管に近似した形状に成形する際、前記断面の各辺
を、僅かに外側に膨らました形を保持したまま突合わせ
目違いなく開先面を仮付け溶接し、つぎに開先部内外面
を本溶接した後、複数段のフォーミングロールの間を通
過させることにより,四面の膨らみおよび隅各部の丸味
、直角度を漸次整形する工程より成るワンシーム大径角
形鋼管の或形工法。
(1) In a method for manufacturing a large-diameter one-seam rectangular steel pipe, while a steel plate having a certain width is being transferred in the length direction, beveling is performed on both edges of the steel plate, and both edges are beveled along the side edges. After shallowly curving the vicinity inward, the portions of the steel plate corresponding to the steel pipe corner portions are bent inward along the length direction, and the edge-processed portions are brought into butt contact, and the cross section is shaped into a square steel pipe. When forming into a shape similar to the above, each side of the cross section is tack welded on the groove surface without any butting points while maintaining the slightly outwardly bulging shape, and then the inner and outer surfaces of the groove are permanently welded. A method of forming one-seam large-diameter rectangular steel pipes, which consists of the process of gradually shaping the bulges on all four sides and the roundness and squareness of each corner by passing them between multiple stages of forming rolls.

〔作 用〕[For production]

鋼板の、角形鋼管隅角部相当個所を折曲げる前工程で、
前記鋼板両側縁近辺を内側に端曲げ加工を施す理由は.
fR板を角形鋼管に近似した形状に成形して、その間先
部を仮付け、本溶接を施す際に、鋼管の各辺を僅かに外
側に膨らんだ状態のまま行うようにし,その時仮付け溶
接線を有する辺を緩やかな曲面を備えた平面にするため
である。
In the pre-process of bending the steel plate at the corner portion of the square steel pipe,
The reason for performing the edge bending process inward near both edges of the steel plate is as follows.
The fR plate is formed into a shape similar to a rectangular steel pipe, the tips of which are tack-welded, and when performing main welding, each side of the steel pipe is left slightly bulged outward, and the tack welding is performed at this time. This is to make the edge with the line a flat surface with a gentle curve.

仮に、端曲げ加工を施さないまま戒形すると、仮付け開
先部分が存在する辺は、断面が山形に成形されてしまい
、その後の本溶接でも、またフォーミングロールの間を
通しても、同部分は、平坦な辺に戻らないからである。
If the edge is bent without being bent, the cross section of the side where the tack groove exists will be formed into a chevron-shaped cross section, and even if it is subsequently welded or passed between forming rolls, the same part will not be the same. , because it does not return to a flat edge.

本発明工法では,各隅角部相当個所を折曲げた後、各辺
を、僅かに中凹の或形ロールを用いた成形段を通して断
面各辺を僅かに外形に膨らました角形鋼管近似の形状に
近付けると共に,突合せ端面付近を外側から押えロール
により抑え端面に目違いが生じないようにしながら、メ
タルタッチの状態で開先部の仮付け溶接を行う。
In the method of the present invention, after each corner is bent, each side is passed through a forming step using a slightly concave shaped roll, and each side of the cross section is slightly expanded to a shape similar to a square steel pipe. At the same time, tack welding of the groove part is performed in a state of metal touch while holding down the vicinity of the butt end faces from the outside with a press roll to prevent misalignment of the end faces.

仮付け部分を、本溶接した後、断面が各辺共に僅かに外
側に膨らみを有する角形鋼管を複数段のフォーミングロ
ール間を通過させ、その断面を漸次、正確な角形に近付
くよう成形すれば、一応鋼管としては完成された素材で
、長手方向軸心の回りに対称であって必要にして充分な
荷重を掛けることができる成形条件にあるために,成形
後の製品は,1l管の四隅のRを同一にすることは勿論
、各辺の平坦度を確保するフォーミング加工を容易に施
すことができる。
After welding the temporarily attached parts, a square steel pipe whose cross section has a slight outward bulge on each side is passed between multiple stages of forming rolls, and the cross section is gradually shaped into a precise square shape. It is a completed material for steel pipes, and the forming conditions are such that it is symmetrical around the longitudinal axis and sufficient load can be applied, so the product after forming is made up of the four corners of a 1L pipe. Not only can R be made the same, but also forming processing can be easily performed to ensure flatness on each side.

また,最後の冷間フォーミング加工により製品の断面形
状は、常に一定誤差の範囲内で均質なものが得られる。
Furthermore, the final cold forming process ensures that the cross-sectional shape of the product is always uniform within a certain margin of error.

〔実施例〕〔Example〕

以下に本発明工法を実施例図面に従って説明するが、こ
の実施例については本発明の出願当時の技術レベルに基
づいて当業者が考え得る各種変形例があり得るから、格
別の理由を示すことなく実施例のみの記載に基づいて本
発明の要旨を限定的に解釈すべきではない. 第{図は、熱間圧延コイルを繰り出して,ロールフォー
ミングした後、その両側に幅決め、開先加工を施して、
長手方向所定長に切断した一枚板鋼板上を、長手方向に
移送しながら、その両側端付近を、あらかじめ内側に緩
く、端曲げ加工2を施す工程を示す。本実施例では、ロ
ールフォーミング3、4手段により、鋼板の端曲げ加工
を行っているが、これはプレスによる曲げ加工であって
もよい。
The construction method of the present invention will be explained below with reference to the drawings, but since there may be various modifications to this embodiment that can be considered by those skilled in the art based on the technical level at the time of filing of the present invention, no particular reason will be given. The gist of the present invention should not be interpreted in a limited manner based on the description of examples only. Figure 1 shows a hot-rolled coil that is unrolled and roll-formed, then width determined and beveled on both sides.
This figure shows a step of performing an end bending process 2 on a single steel plate cut into a predetermined length in the longitudinal direction, while being transferred in the longitudinal direction, and loosely inwardly bending the vicinity of both ends thereof. In this embodiment, the end bending process of the steel plate is performed by roll forming means 3 and 4, but the bending process may also be performed using a press.

第2図は、上記鋼板に対し、角形鋼管の隅角部に相当す
る四個所をそれぞれ略、同一のRを付して折り曲げて断
面を略、角形鋼管近似形状にした工程を示している。
FIG. 2 shows the process of bending the above-mentioned steel plate with approximately the same radius at four locations corresponding to the corners of a square steel pipe, so that the cross section thereof approximately has a shape approximately similar to that of a square steel pipe.

図で、符号aおよびdの隅角部、つまり突合せ面に近い
隅角部の折曲げ角度は95゜〜100゜であり、符号b
およびCの隅角部、即ち,底辺に近接した隅角部の折曲
げ角度を100゜〜110゜とする.なお、開先加工縁
に挾まれた開口部空隙は、その隙間より、折曲げ上型が
抜け出せる程度の幅必要である。
In the figure, the bending angles of the corners a and d, that is, the corners near the abutting surfaces, are 95° to 100°, and the bending angles of the corners a and d are 95° to 100°;
The bending angle of the corners of and C, that is, the corners close to the base, is 100° to 110°. Note that the opening gap between the beveled edges needs to be wide enough to allow the upper mold to be bent through the gap.

第3図(a)は、上記工程を経た角形鋼管中間製品を、
複数段のスキュー型成形ロール5、6の間を通して順次
、各辺の中間部分が僅かに外側に膨らんだ形の断面を備
えた角形断面鋼管に成形すると共に、開先加工縁付近を
ガイドロール7により誘導して,その突合わせ面8に目
違いが生じないようにし、またメタルタッチを保ちなが
ら、同部分に仮付け溶接9を施すところを示している.
その際、成可くは各隅角部の折曲げ角度を、全部にわた
り同一または同一に近いように成形しておく事が、後工
程のロールフォーミング加工の為に有利である。
Figure 3(a) shows the intermediate product of the square steel pipe that has gone through the above process.
The pipe is passed between multiple stages of skew-type forming rolls 5 and 6 to form a square cross-section steel pipe with a cross section in which the middle part of each side slightly bulges outward. The figure shows how to perform tack welding 9 on the same part while guiding the butt surface 8 to avoid any misalignment and maintaining the metal touch.
At this time, it is advantageous for the subsequent roll forming process to form the bending angles of each corner portion to be the same or nearly the same throughout.

上記仮付け加工には長手方向にスポット溶接と、連続仮
付け溶接とがあり得る。
The above tack welding process may include spot welding and continuous tack welding in the longitudinal direction.

第3図(b)は、上記仮付け加工部分を,拡大して示す
もので、素材鋼板の突合わせ部の仮付け時、溶接面は平
面になるよう外側からロールガイド7によって抑え、ま
た開先面は互いにメタルタッチを形成し、突合わせ面8
に圧力が掛っても差し支えないよう保持される。
FIG. 3(b) shows an enlarged view of the above-mentioned tacking process. When tacking the butt parts of the raw steel plates, the welding surface is held down from the outside by the roll guide 7 so that it becomes flat, and then opened. The leading surfaces form a metal touch with each other, and the abutting surfaces 8
It is held in such a way that it does not cause any problem even if pressure is applied to it.

この段階で鋼管は、各辺の中間部が僅かに外側に膨らん
だ断面角形の鋼管であって、その各隅角部は、相互に略
、等しいRを有するものに変形している。
At this stage, the steel pipe has a rectangular cross section with the middle part of each side slightly bulging outward, and each corner has been deformed to have approximately the same radius.

次に、そのままの形で、前述仮付け溶着部分を、鋼管内
外からの本溶接し、突合わせ端面の溶接継手を完成した
(第4図参照)後、複数段より或るフォーミングロール
の間を通過させて第5図に示す角形断面を有するワンシ
ーム大径角形鋼管を或形する。
Next, the above-mentioned tack welded portions were welded from the inside and outside of the steel pipe, and the welded joint of the butt end faces was completed (see Figure 4). A one-seam large-diameter rectangular steel pipe having a rectangular cross section as shown in FIG. 5 is formed by passing through the tube.

この段階では鋼管における四辺共その加工条件が同一で
あるから,フォーミングロールの威形段数を適当に選択
し、均等に、かつ除々に辺の膨らみを修正して平面に近
付けるように加工すれば、戒形後の角形鋼管の各隅角部
のRの大きさの均一性および、すべての辺の平坦度は同
じ程度の精度に成形することが可能である。さらに要す
れば、鋼管長手軸方向に対する歪取り矯正機を通すこと
によって最終製品を得ることは、公知のワンシーム大径
角形鋼管の製造工程と変わりはない。
At this stage, the processing conditions for all four sides of the steel pipe are the same, so if the number of stages of the forming rolls is appropriately selected and the bulges of the sides are evenly and gradually corrected so that they approach a flat surface, After shaping, the square steel pipe can be formed with uniformity in the radius of each corner and with the same level of flatness on all sides. Furthermore, obtaining a final product by passing the steel pipe through a strain relief straightening machine in the longitudinal axis direction is the same as the manufacturing process of a known one-seam large diameter rectangular steel pipe.

第6図は、本実施例工法において,仮に端曲げ工程を省
略した場合のワンシーム角形鋼管の溶接ライン継手完成
後における断面形状を示し、溶接線が存在する辺の断面
は同ラインを対称にした山形に形或される。
Figure 6 shows the cross-sectional shape of a one-seam rectangular steel pipe after completion of a weld line joint in the case where the end bending process is omitted in this embodiment method. It is shaped like a mountain.

したがって、同ラインが存在する辺をロール成形すると
,その工請中に始めの山形断面が残留して、第7図示の
ような波形断面を備えた辺が成形されるようになる。
Therefore, when the side where the same line exists is roll-formed, the initial chevron-shaped cross-section remains during the work, and the side with the wave-shaped cross-section as shown in FIG. 7 is formed.

この事からして、本発明工法における鋼板の予備端曲げ
加工は、本発明工法構或のための必須要件であることが
解る。
From this, it can be seen that the preliminary edge bending of the steel plate in the method of the present invention is an essential requirement for the structure of the method of the present invention.

第8図および第9図は、公知の工法によってワンシーム
大径角形鋼管を製造するプロセスの一部を示すもので、
第8図は,鋼板の鋼管隅角部相当個所を順次、プレス加
工によって折曲げ或形して、その断面形状を角形鋼管近
似のものに加工した工程を示し、第9図は、その次工程
のフォーミング工程を示している。
Figures 8 and 9 show part of the process of manufacturing a one-seam large-diameter square steel pipe using a known construction method.
Figure 8 shows the process of sequentially bending or shaping the portions of the steel plate corresponding to the corners of the steel pipe by press working to create a cross-sectional shape similar to that of a square steel pipe, and Figure 9 shows the process of the next step. This shows the forming process.

上記工程に従って成形された大径角形鋼管の断面を、若
干誇張して画けば第10図示のとおりであって、その溶
接線を備えた辺の両側の隅角部a. dのRは、それぞ
れ第11図(a)に示すようにシャープであって形が決
まっているが、底辺の両側の隅角部b. cについては
第11図(b)に示すようにR′〉Rとなり、また、R
止まりが定かでないこと、〔従来技術〕の項において説
明したとおりである。
A slightly exaggerated cross-section of the large-diameter rectangular steel pipe formed according to the above process is shown in Figure 10, with the corners a. As shown in FIG. 11(a), each R of d is sharp and has a fixed shape, but the corners b.d on both sides of the base. For c, R'>R as shown in Figure 11(b), and R
The stop is not certain, as explained in the [Prior Art] section.

〔発明の効果〕〔Effect of the invention〕

以上のとおりであるから,本発明工法によれば、従来設
備してある装置に改良を加えるだけで新規な工法を実施
し得る上に、本発明工法に従って加工されたワンシーム
大径角形鋼管は、従来品とは異なり、その隅角部のRが
均一であって製作誤差が少なく、また、各辺の平坦度が
高く,かつ製品にバラツキの少ない高品質のワンシーム
大径角形#l管を製造することを可能とするものである
As described above, according to the construction method of the present invention, a new construction method can be implemented simply by making improvements to conventionally installed equipment, and the one-seam large-diameter square steel pipe processed according to the construction method of the present invention can be Unlike conventional products, we manufacture high-quality one-seam large-diameter square #l pipes with uniform corner radius and fewer manufacturing errors, high flatness on each side, and less variation in products. It is possible to do so.

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

第1図は、本発明工法のうち端曲げ工程の一実施例、第
2図は、一枚板鋼板の各隅角部相当個所を折曲げて、角
型鋼管近似の形状に成形したものの断面図、第3図は戒
形ロールを通過させて、開先加工を施した突合わせ端面
を仮付け溶接した工程を示す断面図、第4図は、仮付け
溶接部を,その内外面から本溶接して継手を形或した角
形近似鋼管の断面図,第5図は、最終のフォーミングロ
ールを通して各辺および隅角部のRを所定誤差範囲内に
成形した製品の断面図、第6図および第7図は、本発明
工法のうちでーのつの工程を省略した結果生じる,戊形
後の欠陥を示す不良角形鋼管の断面図、第8図は、従来
の公知のワンシーム大径角形鋼管製造方法における鋼板
の折曲げ加工工程を示す断面図、第9図は、その次工程
のロールフォーミング工程を示すものであり、第10図
は,その結果或形された典型的なワンシーム大径角形鋼
管の断面を若干誇張して画いた図、第11図は、前記角
形鋼管の各隅角部の拡大断面図を示すものである。 l...一枚板鋼板、 3、4.,端曲げロール、 7...案内ロール、 9...仮付け溶接。 2...端曲げ、 5、6..戊形ロール、 8...突合わせ面、
Figure 1 shows an example of the end bending process of the method of the present invention, and Figure 2 shows a cross section of a single steel plate formed by bending the corners corresponding to each corner and forming it into a shape approximating a square steel pipe. Figure 3 is a cross-sectional view showing the process of tack welding the beveled butt end faces by passing through a preform roll, and Figure 4 shows the process of tack welding the tack welded part from its inner and outer surfaces. Figure 5 is a cross-sectional view of a rectangular approximate steel pipe that has been welded into a joint, and Figure 6 is a cross-sectional view of a product formed through final forming rolls so that the radius of each side and corner is within a predetermined error range. Fig. 7 is a cross-sectional view of a defective square steel pipe showing defects after forming due to the omission of one step in the construction method of the present invention, and Fig. 8 is a sectional view of a defective square steel pipe produced by a conventional one-seam large diameter square steel pipe. FIG. 9 is a cross-sectional view showing the bending process of the steel plate in the method, and the next step, the roll forming process, is shown, and FIG. 10 is a typical one-seam large-diameter rectangular steel pipe formed as a result. FIG. 11, which is a slightly exaggerated cross-sectional view, shows an enlarged sectional view of each corner of the square steel pipe. l. .. .. Single sheet steel plate, 3, 4. , end bending roll, 7. .. .. Guide roll, 9. .. .. Tack welding. 2. .. .. End bending, 5, 6. .. Shaped roll, 8. .. .. Butt surface,

Claims (1)

【特許請求の範囲】[Claims] (1)大径のワンシーム角形鋼管を製造する方法におい
て、一定幅を有する鋼板を、その長さ方向に移送する間
に、その両側縁に開先加工を施すと共に、側縁に沿って
両側端付近を内側に浅く湾曲させた後、前記鋼板の鋼管
隅角部に相当する個所を長さ方向に沿って内側に折曲げ
加工し、前記開先加工部分を突合わせ接触させ、断面を
角形鋼管に近似した形状に成形する際、前記断面の各辺
を、僅かに外側に膨らました形を保持したまま突合わせ
目違いなく開先面を仮付け溶接し、つぎに開先部内外面
を本溶接した後、複数段のフォーミングロールの間を通
過させることにより、四面の膨らみおよび隅各部の丸味
、直角度を漸次整形する工程より成るワンシーム大径角
形鋼管の成形工法。
(1) In a method for manufacturing a large-diameter one-seam rectangular steel pipe, while a steel plate having a certain width is being transferred in the length direction, beveling is performed on both edges of the steel plate, and both edges are beveled along the side edges. After shallowly curving the vicinity inward, the portions of the steel plate corresponding to the steel pipe corners are bent inward along the length direction, the grooved portions are brought into butt contact, and the cross section is made into a square steel pipe. When forming into a shape similar to the above, each side of the cross section is tack welded on the groove surface without any butting points while maintaining the slightly outwardly bulging shape, and then the inner and outer surfaces of the groove are permanently welded. A method for forming one-seam large-diameter rectangular steel pipes, which consists of the process of gradually shaping the bulges on all four sides, the roundness and squareness of each corner by passing the pipe between multiple stages of forming rolls.
JP23045989A 1989-09-07 1989-09-07 Method for forming one seam large diameter angular steel pipe Pending JPH0394910A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23045989A JPH0394910A (en) 1989-09-07 1989-09-07 Method for forming one seam large diameter angular steel pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23045989A JPH0394910A (en) 1989-09-07 1989-09-07 Method for forming one seam large diameter angular steel pipe

Publications (1)

Publication Number Publication Date
JPH0394910A true JPH0394910A (en) 1991-04-19

Family

ID=16908189

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23045989A Pending JPH0394910A (en) 1989-09-07 1989-09-07 Method for forming one seam large diameter angular steel pipe

Country Status (1)

Country Link
JP (1) JPH0394910A (en)

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