JPH0261854B2 - - Google Patents
Info
- Publication number
- JPH0261854B2 JPH0261854B2 JP15960885A JP15960885A JPH0261854B2 JP H0261854 B2 JPH0261854 B2 JP H0261854B2 JP 15960885 A JP15960885 A JP 15960885A JP 15960885 A JP15960885 A JP 15960885A JP H0261854 B2 JPH0261854 B2 JP H0261854B2
- Authority
- JP
- Japan
- Prior art keywords
- steel pipe
- straightening
- bending
- stands
- length
- 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
Links
Landscapes
- Bending Of Plates, Rods, And Pipes (AREA)
Description
(産業上の利用分野)
本発明は電縫管の製造工程において、鋼管の曲
がりをオンラインで矯正する方法に関するもので
ある。
(従来の技術)
従来、鋼管の矯正は鋼管を定尺に切断した後に
ライン外に設置した回転矯正機を用いて、鋼管を
周方向に自転させながら繰返し曲げを与えて曲が
りの矯正を行つている。回転矯正機については、
例えば特開昭59−54421号公報等で述べられてい
る。回転矯正機の機構について簡単に説明する
と、つづみ型のロールを交差するように配置し、
鋼管を周方向に自転させながら搬送させる。鋼管
に加わるモーメントは鋼管が進むに従つて増し、
曲げモーメントがロール接触時に最大になつた後
は逆に除荷の状態となり、これを繰り返すことに
より曲がりの矯正がなされる。この方法の特徴で
あるロールと鋼管の接触状態の影響で、特定断面
の1ピツチ(1回転する間の移動距離)進む際の
応力変化は渦巻き状であり、また曲げモーメント
は同一断面で考えれば、ピツチから決まる曲げ・
曲げ戻しを受けることになり、ロール圧下の影響
も入るために、鋼管の受ける変形は非常に複雑で
ある。
回転矯正機の欠点は矯正時に鋼管の偏平変形が
大きいために鋼管の板厚と外径との比(t/D)
によつて寸法変化の傾向が異なる。すなわち、第
1図に示したようにt/Dが小さい場合は厚みが
薄い時であり、この時は回転されることにより鋼
管断面の剪断変形により鋼管の外径が大きくな
り、従つて鋼管の長さが減る。又、t/Dが大き
い場合は厚みが厚い時であり、この時は回転され
ることにより偏平変形が起こらないが長手方向の
曲げが入り、従つて、鋼管の長さが長くなつたり
するので、長さが規格値をわつて不合格になるこ
とができる。また、鋼管の矯正時に断面偏平変形
が発生するために矯正後の鋼管は矯正によつて新
たに外面引張り、内面圧縮の周方向残留応力分布
を発生するので油井管のように圧潰強度を要求さ
れる品質を低下させる。更に、この方法は鋼管が
自転するために前進速度が低く、矯正速度が遅い
ことから生産性が悪い。その上、鋼管を自転する
ために矯正機を通す前に鋼管を切断する必要があ
り、鋼管の変形は矯正ロールの全てのロールを通
過させて矯正効果が得られるので、鋼管の先端、
及び後端部のロール間の長さの部分は矯正するこ
とができない。従つて、スタンド間長さまで管端
の曲がりを除去することはできず、鼻曲がり等の
管端の曲がり取りは不可能である。
(発明が解決しようとする問題点)
上記のように従来技術で次のような欠点を有す
る。
矯正時の鋼管の寸法変化(特に、長さ)が
t/Dによつて異なるので歩留を悪くしてい
る。
矯正時の断面の偏平変形が新たな残留応力の
発生を招き品質を低下させる。
矯正速度が遅く生産性が悪い。
管端の曲がり矯正が不可能である。
本発明はこれらの欠点を解決しようとするもの
である。すなわち、本願発明は回転矯正方法に代
わり上下あるいは左右に繰り返し曲げを与えて曲
がり矯正する方法を提供することを目的とするも
のである。
(問題を解決しようとする手段・作用)
本発明の目的は上記の欠点を有利に解決しよう
としたものであり、本発明の要旨とするところ
は、「電縫管の製造工程において、鋼管の切断工
程以前にスタンド間距離と造管可能な最大外径と
の比(L/Dnax)を2.5以上となるように複数段
のスタンドを配置し、造管方向と直角な上下方向
および/または水平方向にロールを設置して、繰
り返し曲げを与えて曲がり矯正を行うことを特徴
とする鋼管の曲がり矯正方法」である。すなわ
ち、前述のの欠点については断面の偏平変形と
長手方向の曲げ変形のどちらが優先するかによつ
て生ずる現象で、t/Dが小さい場合には長手方
向の曲げ変形よりもロール接触部で断面が偏平変
形を生じ第2図の点線で示すように変形する。鋼
管断面のA点は繰り返し曲げ変形を受けるので、
周方向に伸びるため鋼管の外径は大きくなり長さ
は短くなる。しかしt/Dが大きくなると断面の
偏平変形が生じ難いために長手方向の曲げが有効
に入り、長手方向の繰返し曲げによつて鋼管の長
さが増す。その関係を第3図に示す。すなわち、
横軸に設定曲率、縦軸に実曲率を示し、降伏曲率
で無次元化して示し、a図はスタンド間距離が一
定の場合で1はt/Dの大きい時、2はt/Dの
小さい時を示す。また、b図はt/D一定の場合
で3はl/Dの大きい時で、4はl/Dの小さい
時を示す。したがつて鋼管に曲げ変形を与えるた
めにはある一定の曲げモーメントを与える必要が
あるので、スタンド間隔を長くして荷重を低減す
れば断面の偏平変形が生じ難くなることがわか
る。したがつて有効な曲げ変形が入り鋼管の長さ
は長くなるので長さ不合格になることはない。更
に、これによつて偏平変形が発生しない領域で矯
正を行うために、新たに大きな周方向の残留応力
が発生しなく、上記の欠点も克服できる。第4
図はスタンド間距離と曲げ変形効率との関係を示
すが、t/Dが小さい5の線図よりスタンド間距
離L/Dが2.5以上になれば、曲げ変形が有効に
与えられることがわかる。また、の欠点につい
ては造管ラインの中にこの矯正装置を設置するの
で、造管速度とのマツチングがとれて生産性から
も有利である。同様に造管ライン内での鋼管の切
断前に連続して矯正ができるので、の欠点も解
決できる。
次にt/DとL/Dとの関係について述べると
t/Dが小さい薄肉の場合はスタンド間距離L/
Dを大きくしなければ鋼管が矯正時に潰れてしま
い好ましくなく、又逆に、t/Dが大きい場合は
スタンド間距離を小さくしても有効に曲げ矯正が
可能となるものである。更に、本発明のL/
Dnaxの値について述べるとスタンド間距離に対
してロールの押し込み量がスタンド間距離に二乗
に比例するため設備上、自ずと制約され、従つ
て、本発明ではL/Dは20を上限とする。
(実施例)
以下に実施例について示す。第5図に示すよう
に7段のスタンドを持つ矯正機(L/D=11.7)
に50.8φ×2.3tの鋼管を通した。表1に矯正機の
各スタンドのインターメツシユhiおよび設定初期
曲率Kp/Keを示す。
(Industrial Application Field) The present invention relates to a method for straightening bends in steel pipes online in the manufacturing process of electric resistance welded pipes. (Prior art) Conventionally, steel pipes are straightened by cutting the steel pipes to a specified length and then using a rotary straightening machine installed outside the production line to repeatedly bend the pipes while rotating them in the circumferential direction to straighten the bends. There is. Regarding rotary straightening machine,
For example, it is described in Japanese Patent Laid-Open No. 59-54421. A simple explanation of the mechanism of a rotary straightening machine is that the tsume-shaped rolls are arranged in a crossed manner.
The steel pipe is conveyed while rotating in the circumferential direction. The moment applied to the steel pipe increases as the pipe advances,
After the bending moment reaches its maximum at the time of roll contact, the load becomes unloaded, and the bending is corrected by repeating this process. Due to the contact state between the rolls and the steel pipe, which is a feature of this method, the stress change when a specific cross section moves one pitch (travel distance during one rotation) is spiral-like, and the bending moment is considered for the same cross section. , bending determined from pitch.
The deformation that the steel pipe undergoes is very complicated because it is unbended and the influence of roll reduction is also involved. The disadvantage of rotary straightening machines is that the flattening deformation of the steel pipe is large during straightening, so the ratio of the thickness of the steel pipe to the outside diameter (t/D)
The tendency of dimensional change differs depending on the In other words, as shown in Fig. 1, when t/D is small, the thickness is thin, and at this time, the outer diameter of the steel pipe increases due to shear deformation of the cross section of the steel pipe due to rotation, and therefore the steel pipe's outer diameter increases. Length decreases. Also, when t/D is large, the thickness is large, and in this case, flattening does not occur due to rotation, but bending in the longitudinal direction occurs, and the length of the steel pipe becomes longer. , the length may exceed the standard value and be rejected. In addition, since cross-sectional flattening deformation occurs when steel pipes are straightened, the steel pipe after straightening generates a new circumferential residual stress distribution of external tension and internal compression, so it is required to have crushing strength like oil country tubular goods. quality. Furthermore, this method has poor productivity because the steel pipe rotates on its own axis, so the advancing speed is low and the straightening speed is slow. Moreover, in order to rotate the steel pipe, it is necessary to cut the steel pipe before passing it through a straightening machine, and the deformation of the steel pipe is achieved by passing through all the rolls of the straightening rolls, so that the tip of the steel pipe,
and the length between the rolls at the rear end cannot be straightened. Therefore, it is not possible to remove bends in the tube end up to the length between the stands, and it is impossible to remove bends in the tube end, such as nose bends. (Problems to be Solved by the Invention) As described above, the prior art has the following drawbacks. The dimensional change (particularly the length) of the steel pipe during straightening varies depending on t/D, which impairs the yield. Flattening of the cross section during straightening generates new residual stress and degrades quality. Straightening speed is slow and productivity is poor. It is impossible to straighten the bend in the tube end. The present invention seeks to overcome these drawbacks. That is, an object of the present invention is to provide a method of correcting bending by repeatedly applying bending vertically or horizontally instead of a rotational correcting method. (Means/effects for solving the problem) The purpose of the present invention is to advantageously solve the above-mentioned drawbacks, and the gist of the present invention is to ``in the manufacturing process of electric resistance welded pipes, Before the cutting process, multiple stands are arranged so that the ratio between the distance between stands and the maximum outer diameter that can be made (L/D nax ) is 2.5 or more, and A method for straightening bends in steel pipes, which comprises installing rolls in the horizontal direction and repeatedly bending the pipes to straighten the bends. In other words, the above-mentioned drawback is a phenomenon that occurs depending on whether the flattening deformation of the cross section or the bending deformation in the longitudinal direction takes priority, and when t/D is small, the cross-sectional causes flattening deformation and deforms as shown by the dotted line in FIG. Point A in the cross section of the steel pipe undergoes repeated bending deformation, so
Since it extends in the circumferential direction, the outer diameter of the steel pipe becomes larger and its length becomes shorter. However, when t/D becomes large, flattening of the cross section is less likely to occur, so bending in the longitudinal direction becomes effective, and the length of the steel pipe increases due to repeated bending in the longitudinal direction. The relationship is shown in FIG. That is,
The horizontal axis shows the set curvature, the vertical axis shows the actual curvature, and it is shown dimensionless by the yield curvature. Figure a shows the case where the distance between the stands is constant, 1 is when t/D is large, and 2 is when t/D is small. Show the time. Moreover, in the case of t/D constant, 3 indicates when l/D is large, and 4 indicates when l/D is small. Therefore, in order to impart bending deformation to the steel pipe, it is necessary to apply a certain bending moment, so it can be seen that by increasing the distance between the stands and reducing the load, flattening deformation of the cross section becomes less likely to occur. Therefore, effective bending deformation occurs and the length of the steel pipe becomes longer, so the length will not be rejected. Furthermore, since the correction is performed in a region where flattening deformation does not occur, no new large residual stress is generated in the circumferential direction, and the above-mentioned drawbacks can be overcome. Fourth
The figure shows the relationship between the distance between stands and the bending deformation efficiency, and it can be seen from the diagram of 5 where t/D is small that bending deformation can be effectively applied when the distance L/D between stands is 2.5 or more. In addition, regarding the disadvantage of , since this straightening device is installed in the tube making line, it can be matched with the tube making speed, which is advantageous in terms of productivity. Similarly, since steel pipes can be continuously straightened before being cut in the pipe making line, the drawbacks of the above can also be solved. Next, regarding the relationship between t/D and L/D, in the case of a thin wall with small t/D, the distance between stands L/
If D is not made large, the steel pipe will be crushed during straightening, which is undesirable.On the other hand, if t/D is large, effective bending straightening will be possible even if the distance between the stands is made small. Furthermore, the L/
Regarding the value of D nax , since the amount of push of the roll is proportional to the square of the distance between the stands, it is naturally limited in terms of equipment, and therefore, in the present invention, L/D is set at an upper limit of 20. (Example) Examples are shown below. Straightening machine with 7 stages of stands as shown in Figure 5 (L/D=11.7)
A 50.8φ x 2.3t steel pipe was passed through the tube. Table 1 shows the intermesh h i and set initial curvature K p /K e of each stand of the straightening machine.
【表】
初期曲りと矯正後の曲りの関係を第6図に示
し、第2にその定量値を示す。[Table] Figure 6 shows the relationship between the initial curvature and the curvature after correction, and secondly, the quantitative values are shown.
【表】
但し上曲りはシーム方向の曲がりを示し、曲り
量は長さ12m当りの曲り量を表わしている。表2
の曲り方向はシームから時計回りの角度で表わし
た。結果から明らかなように、矯正後の曲り量は
規格値(8mm/12m)以内に入つており、矯正効
果のあることを示している。また、明らかに長さ
変化は増える方向で一様の傾向を示しており、ま
た真円度((縦径−横径)/平均径)は矯正の前
後で殆んど変わらないので、断面の偏平変形は殆
んど起らず、新たな周方向の残留応力の付与はな
いと考えられる。よつて上記〜の欠点は解決
できる。
尚、実施例では千鳥配置のローラー矯正機を示
したが、上下2ロールまたは4ロールスタンド等
で同じような機能を持たせることができる。
(発明の効果)
本発明の如くオンラインで鋼管の曲がり矯正す
ることにより、歩留が良く、品質の低下もなく生
産性等も向上できるものであり極めて有利な方法
である。[Table] However, upward bending refers to bending in the seam direction, and bending amount refers to the amount of bending per 12m length. Table 2
The bending direction is expressed as an angle clockwise from the seam. As is clear from the results, the amount of bending after correction was within the standard value (8 mm/12 m), indicating that the correction was effective. In addition, the length change clearly shows a uniform tendency in the increasing direction, and the roundness ((longitudinal diameter - lateral diameter)/average diameter) is almost the same before and after correction, so the cross-sectional Almost no flattening deformation occurs, and it is considered that no new residual stress is imparted in the circumferential direction. Therefore, the above drawbacks can be solved. In the embodiment, a roller straightening machine with a staggered arrangement is shown, but a stand with two upper and lower rolls or a stand with four rolls can have the same function. (Effects of the Invention) By straightening the bends of steel pipes on-line as in the present invention, it is an extremely advantageous method because the yield is high and productivity can be improved without deterioration of quality.
第1図は矯正前後での長さの変化が板厚/外径
(t/D)によつて異なることを示す図、第2図
は鋼管の矯正時の断面変形状況を示す図、第3図
a,bは矯正時の設定曲率と実曲率との関係を示
し、横軸と縦軸は降伏曲率で無次元化した図、第
4図は矯正効率η(実曲率/設定曲率)とスタン
ド間距離との関係を示す図、第5図は実施例に用
いた矯正機を示す図、第6図a,bは矯正前後の
鋼管の曲り量を示す図である。
Δl/l……鋼管の長さ変化、t/D……板
厚/外径、A,A′……鋼管断面上の任意の位置、
L/D……スタンド間距離/外径、Kp/Ke……
実曲率/降伏曲率、Kp/Ke……設定曲率/降伏
曲率、1……t/D大の時、2……t/D小の
時、3……L/D大の時、4……L/D小の時、
η……矯正効率(Kp/Kp)、L/D……スタンド
間距離/外径、5……t/D大の時、6……t/
D小の時、1〜7……スタンド番号、h2,h4,h6
……インターメツシユ量。
Figure 1 is a diagram showing that the change in length before and after straightening differs depending on plate thickness/outer diameter (t/D), Figure 2 is a diagram showing cross-sectional deformation during straightening of a steel pipe, and Figure 3 is a diagram showing how the length changes before and after straightening. Figures a and b show the relationship between the set curvature and the actual curvature during straightening, the horizontal and vertical axes are diagrams rendered dimensionless by the yield curvature, and Figure 4 shows the straightening efficiency η (actual curvature/set curvature) and the stand 5 is a diagram showing the straightening machine used in the example, and FIGS. 6a and 6b are diagrams showing the amount of bending of the steel pipe before and after straightening. Δl/l...change in length of steel pipe, t/D...plate thickness/outer diameter, A, A'...any position on the cross section of the steel pipe,
L/D...Distance between stands/outer diameter, K p /K e ...
Actual curvature/yield curvature, K p /K e ...Setting curvature/yield curvature, 1...When t/D is large, 2...When t/D is small, 3...When L/D is large, 4 ...When I was in L/D elementary school,
η... Straightening efficiency (K p /K p ), L/D... Distance between stands/outer diameter, 5... t/When D is large, 6... t/
For D small, 1 to 7...Stand number, h 2 , h 4 , h 6
...intermediate amount.
Claims (1)
以前にスタンド間距離と造管可能な最大外径との
比(L/Dnax)を2.5以上となるように複数段の
スタンドを配置し、造管方向と直角な上下方向お
よび/または水平方向にロールを設置して、繰り
返し曲げを与えて曲がり矯正を行うことを特徴と
する鋼管の曲がり矯正方法。1. In the manufacturing process of ERW pipes, before the steel pipe cutting process, multiple stands are arranged so that the ratio between the distance between stands and the maximum outside diameter that can be made (L/D nax ) is 2.5 or more, A method for straightening a bend in a steel pipe, which comprises installing rolls vertically and/or horizontally at right angles to the pipe-making direction, and repeatedly bending the pipe to straighten the bend.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15960885A JPS6221425A (en) | 1985-07-19 | 1985-07-19 | Bend straightening method for steel tube |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP15960885A JPS6221425A (en) | 1985-07-19 | 1985-07-19 | Bend straightening method for steel tube |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6221425A JPS6221425A (en) | 1987-01-29 |
| JPH0261854B2 true JPH0261854B2 (en) | 1990-12-21 |
Family
ID=15697427
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP15960885A Granted JPS6221425A (en) | 1985-07-19 | 1985-07-19 | Bend straightening method for steel tube |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6221425A (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07121412B2 (en) * | 1989-12-12 | 1995-12-25 | 昭和アルミニウム株式会社 | Straightening method for drawn pipe |
| JPH07116895B2 (en) * | 1991-06-25 | 1995-12-18 | 武治 市毛 | Moving ladder |
| JPH05125883A (en) * | 1991-11-01 | 1993-05-21 | Takeji Ichige | Wheel device for movable ladder |
| KR100394398B1 (en) * | 2000-08-03 | 2003-08-09 | 조청조 | Straightening roll device for tube mill pipe |
-
1985
- 1985-07-19 JP JP15960885A patent/JPS6221425A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6221425A (en) | 1987-01-29 |
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