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JP2019177395A - Bending method and device of end of steel plate, manufacturing method of steel pipe, and equipment - Google Patents

Bending method and device of end of steel plate, manufacturing method of steel pipe, and equipment Download PDF

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JP2019177395A
JP2019177395A JP2018068080A JP2018068080A JP2019177395A JP 2019177395 A JP2019177395 A JP 2019177395A JP 2018068080 A JP2018068080 A JP 2018068080A JP 2018068080 A JP2018068080 A JP 2018068080A JP 2019177395 A JP2019177395 A JP 2019177395A
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bending
steel sheet
steel plate
steel
width direction
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正之 堀江
Masayuki Horie
正之 堀江
俊博 三輪
Toshihiro Miwa
俊博 三輪
鉄也 ▲徳▼原
鉄也 ▲徳▼原
Tetsuya Tokuhara
秀徳 開
Hidenori Hiraki
秀徳 開
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JFE Steel Corp
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JFE Steel Corp
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Abstract

【課題】鋼板の長手方向において変動の少ない端曲げ形状を得る。【解決手段】搬送機構21により鋼板Sを間欠的に搬送しながら、一対の金型23,24により鋼板Sの幅方向端部Sc,Sdの曲げ成形を複数回行うことで、鋼板Sの幅方向端部Sc,Sdに全長に亘って曲げ成形を施す鋼板の端曲げ方法である。鋼板Sの幅方向端部Sc,Sdの曲げ成形時に、複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御する。【選択図】図11An end bending shape with less variation in a longitudinal direction of a steel sheet is obtained. Kind Code: A1 A steel sheet is intermittently conveyed by a conveying mechanism, and a pair of dies are used to bend a plurality of width ends Sc and Sd of the steel sheet a plurality of times to form the width of the steel sheet. This is an end bending method for a steel plate in which bending ends are formed on the direction ends Sc and Sd over the entire length. At the time of bending the ends Sc and Sd in the width direction of the steel sheet S, the plurality of mold moving means are controlled so that the moving amounts of the plurality of mold moving means are substantially equal. [Selection diagram] FIG.

Description

本発明は、鋼板の幅方向端部への曲げ成形を板長方向に複数回に分けて行う端曲げの方法および装置に関する。また、本発明は、端曲げが施された鋼板を円筒形に成形してその幅方向端部同士を突き合わせ、突き合わされた鋼板の幅方向端部同士を溶接により接合して鋼管を製造する方法および設備に関する。   The present invention relates to an end bending method and apparatus for bending a steel sheet in the width direction end portion in a plurality of times in the plate length direction. Further, the present invention is a method of manufacturing a steel pipe by forming a steel plate subjected to end bending into a cylindrical shape, butting the end portions in the width direction, and joining the end portions in the width direction of the abutted steel plates by welding. And related to equipment.

ラインパイプ等に使用される大径鋼管の製造には、所定の長さ、幅、板厚を有する鋼板を、プレス加工で鋼板の長手方向を管軸方向とする円筒状に成形したのち、その幅方向端部同士を突き合わせ接合する方法が用いられている。円筒状への成形を容易にし、適正な管形状を得るため、円筒状への成形に先立ち、鋼板の幅方向端部に所定曲率を付与する端曲げ成形(Cプレス)が行われる。   For the production of large-diameter steel pipes used for line pipes, etc., after forming a steel sheet having a predetermined length, width and thickness into a cylindrical shape with the longitudinal direction of the steel sheet as the pipe axis direction by pressing, A method is used in which the end portions in the width direction are butt-joined. In order to facilitate forming into a cylindrical shape and obtain an appropriate tube shape, end bending forming (C press) is performed to give a predetermined curvature to the widthwise end of the steel plate prior to forming into a cylindrical shape.

この端曲げ成形は、下金型と管径に応じた曲率を有する上金型との間に鋼板を配置し、下金型を油圧シリンダにより押し上げることで鋼板の幅方向端部を上金型に押し付ける方法で行われるが、鋼板は金型の有効長よりも長いため1度のプレスでは鋼板を全長に亘って加工できない。そのため、鋼板を長手方向に間欠的に送りながら鋼板の幅方向端部へ曲げ成形を複数回(例えば3〜4回)行うことで、全長に亘って端曲げ成形を行う方法が採用されている。   In this end bending, a steel plate is placed between a lower die and an upper die having a curvature corresponding to the pipe diameter, and the lower die is pushed up by a hydraulic cylinder so that the end in the width direction of the steel plate is the upper die. However, since the steel plate is longer than the effective length of the mold, the steel plate cannot be processed over the entire length with a single press. Therefore, a method is adopted in which end bending is performed over the entire length by bending the steel sheet to the end in the width direction of the steel sheet a plurality of times (for example, 3 to 4 times) while intermittently feeding the steel sheet in the longitudinal direction. .

特許文献1〜3には、突合せ部で良好な形状を得るための方法が開示されている。特許文献1では、鋼板の厚さや強度に応じて送り長さbを規定している。特許文献2では、鋼板の厚さや強度に応じて曲げ領域の長さLcを規定している。特許文献3では、鋼板の厚さや強度に応じて上ダイの曲率半径R1や上ダイの曲率中心から鋼板端部までの水平方向の距離u、押し付け力wを規定している。特許文献4では、鋼板の強度情報に基づいて突合せ部形状のバラツキの少ない鋼管の製造方法が提案されている。   Patent Documents 1 to 3 disclose a method for obtaining a good shape at a butt portion. In patent document 1, the feed length b is prescribed | regulated according to the thickness and intensity | strength of a steel plate. In Patent Document 2, the length Lc of the bending region is defined according to the thickness and strength of the steel plate. In Patent Document 3, the radius R1 of the upper die, the horizontal distance u from the center of curvature of the upper die to the end of the steel plate, and the pressing force w are defined according to the thickness and strength of the steel plate. Patent Document 4 proposes a method for manufacturing a steel pipe with little variation in the shape of the butt portion based on the strength information of the steel sheet.

また、特許文献5では、鋼板の長手軸線を横切って延びる支持体上を、曲げ工具部材が力発生要素と通しボルトを含めて移動自在かつ固定可能に配置し、様々な幅の鋼板の端曲げ時に両縁部の差が生じないようにするプレス機が提案されている。   Further, in Patent Document 5, a bending tool member including a force generating element and a through bolt is disposed on a support body extending across the longitudinal axis of the steel plate so as to be movable and fixable. There have been proposals for presses that sometimes prevent differences between the edges.

さらに、特許文献6では、端曲げを連続的に行う方法が提案されている。   Furthermore, Patent Document 6 proposes a method of continuously performing end bending.

特開平8−294727号公報JP-A-8-294727 特開平10−211520号公報JP-A-10-2111520 特開2008−119710号公報JP 2008-119710 A 特開2009−6358号公報JP 2009-6358 A 特開2008−161941号公報JP 2008-161941 A 特開平7−32049号公報JP-A-7-32049

しかし、特許文献1〜4はいずれも、鋼板のある横断面における形状の適正化を目的としたものであり、鋼板の長手方向での端曲げ形状の変動については検討されていない。特許文献5においても、両縁部の形状の長手方向での変動については検討されていない。特に、厚肉、高強度の鋼板では、端曲げ形状が鋼板の長手方向で一様とならないことがあり、突合せ部の溶接不良や製品鋼管の突合せ部形状の不良につながっている。また、特許文献6に記載の方法では、前方に鋼板がない先端部や後方に鋼板がない尾端部では、長手方向中央部と同様の形状になることは定かではない。   However, all of Patent Documents 1 to 4 are for the purpose of optimizing the shape of a cross section with a steel plate, and the variation of the end bending shape in the longitudinal direction of the steel plate has not been studied. Also in patent document 5, the fluctuation | variation in the longitudinal direction of the shape of both edge parts is not examined. In particular, in a thick-walled and high-strength steel sheet, the end bending shape may not be uniform in the longitudinal direction of the steel sheet, leading to poor welding of the butt portion and poor butt portion shape of the product steel pipe. Further, in the method described in Patent Document 6, it is not certain that the front end portion without the steel plate in the front and the tail end portion without the steel plate in the rear have the same shape as the central portion in the longitudinal direction.

本発明の目的は、上記従来技術の問題を解消し、鋼板の長手方向において変動の少ない端曲げ形状を得ることにある。   An object of the present invention is to eliminate the above-mentioned problems of the prior art and to obtain an end bending shape with little fluctuation in the longitudinal direction of the steel sheet.

発明者らは、端曲げ形状の板長方向の変動を調査するとともにその原因を解明し、本発明に至った。その第1の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる複数の金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ方法であって、鋼板の幅方向端部の曲げ成形時に、鋼板の曲げ角度が鋼板の長手方向で略等しくなるように、前記複数の金型移動手段の移動量を制御することを特徴とする鋼板の端曲げ方法である。   The inventors investigated the variation of the end bending shape in the plate length direction and elucidated the cause of the variation, leading to the present invention. The first aspect includes a pair of molds arranged corresponding to the widthwise ends of the steel sheet, a plurality of mold moving means for relatively moving the pair of molds in the proximity direction, and a steel sheet. Using a steel plate end bending device that transports the direction along the longitudinal direction as a transport direction, while the steel plate is intermittently transported by the transport mechanism and the pair of molds are relatively moved in the proximity direction. Is a method of bending an end of a steel sheet by bending the width direction end of the steel sheet a plurality of times, thereby bending the entire length of the steel sheet in the width direction. In the end bending method of the steel sheet, the amount of movement of the plurality of mold moving means is controlled so that the bending angle of the steel sheet becomes substantially equal in the longitudinal direction of the steel sheet during bending of the end portion.

第2の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる複数の金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ方法であって、鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御する鋼板の端曲げ方法である。   A 2nd aspect is a pair of metal mold | die arrange | positioned corresponding to the width direction edge part of a steel plate, the some metal mold moving means to which the said metal mold | die relatively moves to a near direction, and a steel plate A pair of molds relative to each other in the proximity direction while intermittently transporting the steel sheet by the transport mechanism. Is a method of bending an end of a steel sheet by bending the end part in the width direction of the steel sheet a plurality of times, thereby bending the entire length of the end part in the width direction of the steel sheet. This is a steel sheet end bending method of controlling the plurality of mold moving means so that the movement amounts of the plurality of mold moving means become substantially equal during bending of the part.

第3の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる複数の金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ方法であって、鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御する鋼板の端曲げ方法である。   According to a third aspect, a pair of molds arranged corresponding to the widthwise ends of the steel sheet, a plurality of mold moving means for relatively moving the pair of molds in the proximity direction, A pair of molds relative to each other in the proximity direction while intermittently transporting the steel sheet by the transport mechanism. Is a method of bending an end of a steel sheet by bending the end part in the width direction of the steel sheet a plurality of times, thereby bending the entire length of the end part in the width direction of the steel sheet. This is a steel sheet end bending method in which the plurality of mold moving means are controlled so that the distance between the pair of molds becomes substantially equal in the transport direction during bending of the part.

第4の態様は、上記第1から第3までのいずれかの態様において、前記一方の金型は、前記平坦部の、前記搬送方向の上流側および下流側にそれぞれ隣接して設けられた曲面からなる逃げ部を有し、前記平坦部と前記逃げ部とは、共通の接線を有して接続されている鋼板の端曲げ方法である。   According to a fourth aspect, in any one of the first to third aspects, the one mold is a curved surface provided adjacent to the upstream side and the downstream side in the transport direction of the flat portion, respectively. The flat portion and the relief portion are end bending methods of steel plates that are connected with a common tangent line.

第5の態様は、上記第1から第4までのいずれかの態様において、鋼板の幅方向端部への曲げ成形の最初のパスにて、前記搬送方向における鋼板の先端部を前記平坦部の前方端に合わせた位置とする鋼板の端曲げ方法である。   In a fifth aspect, in any one of the first to fourth aspects, in the first pass of bending to the end in the width direction of the steel plate, the front end of the steel plate in the transport direction is changed to the flat portion. It is the end bending method of the steel plate made into the position united with the front end.

第6の態様は、上記第1から第5までのいずれかの態様において、鋼板の幅方向端部への曲げ成形の最後のパスにて、前記搬送方向における鋼板の尾端部を前記平坦部の後方端に合わせた位置とする鋼板の端曲げ方法である。   In a sixth aspect, in any one of the first to fifth aspects, in the last pass of bending to the width direction end of the steel plate, the tail end of the steel plate in the transport direction is the flat portion. It is the edge bending method of the steel plate made into the position match | combined with the back end.

第7の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿う方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ工程と、両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形工程と、突き合わされた鋼板の幅方向端部同士を溶接する接合工程と、を含む鋼管の製造方法であって、鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御する鋼管の製造方法である。   In the seventh aspect, a pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and the steel sheet in its longitudinal direction A pair of molds are moved relative to each other in the proximity direction while intermittently transporting the steel sheet by the transport mechanism. By bending the width direction end of the steel sheet a plurality of times, the end bending process of the steel sheet to bend the entire length of the width direction end of the steel sheet, and bending at both width direction ends. The steel sheet is formed into a cylindrical shape, and a method of manufacturing a steel pipe includes a cylindrical forming process in which the widthwise ends of the steel sheets are butted together, and a joining process in which the widthwise ends of the butted steel sheets are welded together. The plurality of molds at the time of bending the width direction end of the steel plate As the amount of movement of the motion means are substantially equal, a method for producing a steel pipe for controlling the die moving means of the plurality of.

第8の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿う方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ工程と、両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形工程と、突き合わされた鋼板の幅方向端部同士を溶接する接合工程と、を含む鋼管の製造方法であって、鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御する鋼管の製造方法である。   In an eighth aspect, a pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and the steel sheet in its longitudinal direction A pair of molds are moved relative to each other in the proximity direction while intermittently transporting the steel sheet by the transport mechanism. By bending the width direction end of the steel sheet a plurality of times, the end bending process of the steel sheet to bend the entire length of the width direction end of the steel sheet, and bending at both width direction ends. The steel sheet is formed into a cylindrical shape, and a method of manufacturing a steel pipe includes a cylindrical forming process in which the widthwise ends of the steel sheets are butted together, and a joining process in which the widthwise ends of the butted steel sheets are welded together. The pair of molds during bending of the width direction end of the steel plate So that the distance is substantially equal in the transport direction, it is a method for producing a steel pipe for controlling the plurality of molds moving means.

第9の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備え、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置であって、鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御する制御手段を備える鋼板の端曲げ装置である。   According to a ninth aspect, a pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and the steel sheet in its longitudinal direction A width direction of the steel sheet by moving the pair of molds relatively in the proximity direction while intermittently transporting the steel sheet by the transport mechanism. An end bending device for a steel plate that performs bending over the entire length of the width direction end of the steel plate by bending the end portion a plurality of times. The steel sheet end bending apparatus includes a control unit that controls the plurality of mold moving units so that the movement amounts of the mold moving units are substantially equal.

第10の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備え、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置であって、鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御する制御手段を備える鋼板の端曲げ装置である。   In a tenth aspect, a pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and the steel sheet in its longitudinal direction A width direction of the steel sheet by moving the pair of molds relatively in the proximity direction while intermittently transporting the steel sheet by the transport mechanism. An end bending apparatus for a steel plate that performs bending over the entire length of the width direction end of the steel sheet by bending the end portion a plurality of times. The steel plate end bending apparatus includes a control unit that controls the plurality of mold moving units such that the intervals between the molds are substantially equal in the transport direction.

第11の態様は、上記第9または第10の態様において、前記一方の金型は、前記平坦部の、前記搬送方向の上流側および下流側にそれぞれ隣接して設けられた曲面からなる逃げ部を有し、前記平坦部と前記逃げ部とは、共通の接線を有して接続されている鋼板の端曲げ装置である。   According to an eleventh aspect, in the ninth or tenth aspect, the one mold is a relief portion formed of curved surfaces provided adjacent to the flat portion on the upstream side and the downstream side in the transport direction, respectively. The flat portion and the relief portion are steel plate end bending devices that are connected with a common tangent line.

第12の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を有し、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部へ曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置と、両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形装置と、突き合わされた鋼板の幅方向端部同士を溶接する接合装置と、を備える鋼管の製造設備であって、前記鋼板の端曲げ装置は、鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御する制御手段を備える鋼管の製造設備である。   In a twelfth aspect, a pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and the steel sheet in its longitudinal direction The width of the steel plate by moving the pair of molds relatively in the proximity direction while intermittently transporting the steel plate by the transport mechanism A steel plate end bending apparatus that performs bending over the entire length of the width direction end of the steel plate and a steel plate that is bent at both ends in the width direction by cylindrical bending to the direction end. A steel pipe manufacturing facility comprising: a cylindrical forming device that forms the shape and abuts the widthwise ends of the steel plates; and a joining device that welds the widthwise ends of the abutted steel plates; The end bending apparatus is configured such that the plurality of the end bending devices are bent at the end of the steel sheet in the width direction. As the amount of movement of the mold moving means are substantially equal, a production facility of a steel pipe which comprises control means for controlling the die moving means of the plurality of.

第13の態様は、鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を有し、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部へ曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置と、両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形装置と、突き合わされた鋼板の幅方向端部同士を溶接する接合装置と、を備える鋼管の製造設備であって、前記鋼板の端曲げ装置は、鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御する制御手段を備える鋼管の製造設備である。   In a thirteenth aspect, a pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and the steel sheet in its longitudinal direction The width of the steel plate by moving the pair of molds relatively in the proximity direction while intermittently transporting the steel plate by the transport mechanism A steel plate end bending apparatus that performs bending over the entire length of the width direction end of the steel plate and a steel plate that is bent at both ends in the width direction by cylindrical bending to the direction end. A steel pipe manufacturing facility comprising: a cylindrical forming device that forms the shape and abuts the widthwise ends of the steel plates; and a joining device that welds the widthwise ends of the abutted steel plates; The end bending apparatus is configured such that the pair of the end portions is bent at the time of bending in the width direction end of the steel plate. As the interval of the die is substantially equal in the transport direction, it is the production facility of a steel pipe with a control means for controlling the plurality of molds moving means.

第14の態様は、上記第12または第13の態様において、前記一方の金型は、前記平坦部の、前記搬送方向の上流側および下流側にそれぞれ隣接して設けられた曲面からなる逃げ部を有し、前記平坦部と前記逃げ部とは、共通の接線を有して接続されている鋼管の製造設備である。   According to a fourteenth aspect, in the twelfth or thirteenth aspect, the one mold is a relief portion formed of curved surfaces provided adjacent to the flat portion on the upstream side and the downstream side in the transport direction, respectively. The flat portion and the escape portion are steel pipe manufacturing equipment connected with a common tangent line.

本発明によれば、鋼板の幅方向端部の曲げ成形時に、鋼板の曲げ角度が鋼板の長手方向で略等しくなるように、複数の金型移動手段の移動量を制御することで、鋼板の長手方向において変動の少ない端曲げ形状を得ることができ、好ましくは、鋼板の幅方向端部の曲げ成形時に、複数の金型移動手段の移動量が略等しくなるように該複数の金型移動手段を制御することで金型の傾斜が抑制され、あるいは、鋼板の幅方向端部の曲げ成形時に、一対の金型の間隔が搬送方向で略等しくなるように複数の金型移動手段を制御することで金型の押込み量が搬送方向で略等しくなるので、鋼板の長手方向において変動の少ない端曲げ形状を得ることができる。   According to the present invention, by bending the steel plate by controlling the amount of movement of the plurality of mold moving means so that the bending angle of the steel plate is substantially equal in the longitudinal direction of the steel plate during bending of the end portion in the width direction of the steel plate. It is possible to obtain an end bend shape with little fluctuation in the longitudinal direction, and preferably, when a plurality of mold moving means are moved to be substantially equal during bending of the width direction end of the steel sheet. By controlling the means, the inclination of the mold is suppressed, or when bending the end of the steel sheet in the width direction, multiple mold moving means are controlled so that the distance between the pair of molds is substantially equal in the transport direction By doing so, the pressing amount of the mold becomes substantially equal in the conveying direction, so that it is possible to obtain an end bending shape with little fluctuation in the longitudinal direction of the steel plate.

本発明の一実施形態の鋼管の製造設備および製造方法の概略を説明する図である。It is a figure explaining the outline of the manufacturing equipment and manufacturing method of a steel pipe of one embodiment of the present invention. 端曲げ加工の対象となる鋼板の一例を示す平面図である。It is a top view which shows an example of the steel plate used as the object of an end bending process. 本発明の一実施形態の鋼板の端曲げ装置を示す概略図である。It is the schematic which shows the end bending apparatus of the steel plate of one Embodiment of this invention. 図3の鋼板の端曲げ装置におけるプレス機構の端曲げ前の状態を示す幅方向での断面図である。It is sectional drawing in the width direction which shows the state before the end bending of the press mechanism in the end bending apparatus of the steel plate of FIG. 図3の鋼板の端曲げ装置におけるプレス機構の端曲げ時の状態を示す幅方向での断面図である。It is sectional drawing in the width direction which shows the state at the time of the end bending of the press mechanism in the end bending apparatus of the steel plate of FIG. 従来の鋼板の端曲げ装置におけるプレス機構を示す搬送方向での断面図であり、(a)は端曲げ前の状態を、(b)は端曲げ時の状態を示している。It is sectional drawing in the conveyance direction which shows the press mechanism in the conventional end bending apparatus of a steel plate, (a) has shown the state before end bending, (b) has shown the state at the time of end bending. 端曲げによる鋼板形状の変化を示すグラフである。It is a graph which shows the change of the steel plate shape by end bending. (a)は、図6に示す従来の鋼板の端曲げ装置を用いて1回目の端曲げ加工を行った際の、プレス力の中心、平坦部の中心および曲げの変形力の中心の関係を示す図であり、(b)はプレス力の中心、平坦部の中心および曲げの変形力の中心の関係に起因して下金型が傾斜する様子を模式的に示した図である。(A) shows the relationship between the center of the pressing force, the center of the flat portion, and the center of the bending deformation force when the first end bending process is performed using the conventional steel sheet end bending apparatus shown in FIG. (B) is a diagram schematically showing a state in which the lower mold is inclined due to the relationship between the center of the pressing force, the center of the flat portion, and the center of the bending deformation force. (a)は、図6に示す従来の鋼板の端曲げ装置を用いて2回目の端曲げ加工を行った際の、プレス力の中心、平坦部の中心および曲げの変形力の中心の関係を示す図であり、(b)はプレス力の中心、平坦部の中心および曲げの変形力の中心の関係に起因して下金型が傾斜する様子を模式的に示した図である。(A) shows the relationship between the center of the pressing force, the center of the flat part, and the center of the bending deformation force when the second end bending process is performed using the conventional steel sheet end bending apparatus shown in FIG. (B) is a diagram schematically showing a state in which the lower mold is inclined due to the relationship between the center of the pressing force, the center of the flat portion, and the center of the bending deformation force. (a)は、図6に示す従来の鋼板の端曲げ装置を用いて最終回の端曲げ加工を行った際の、プレス力の中心、平坦部の中心および曲げの変形力の中心の関係を示す図であり、(b)はプレス力の中心、平坦部の中心および曲げの変形力の中心の関係に起因して下金型が逆向きに傾斜する様子を模式的に示した図である。(A) shows the relationship between the center of the pressing force, the center of the flat portion, and the center of the bending deformation force when the end bending process of the final round is performed by using the conventional steel sheet end bending apparatus shown in FIG. (B) is a diagram schematically showing a state in which the lower mold is inclined in the opposite direction due to the relationship between the center of the pressing force, the center of the flat portion, and the center of the bending deformation force. . 本発明の一実施形態の鋼板の端曲げ装置の概略図である。It is the schematic of the end bending apparatus of the steel plate of one Embodiment of this invention. 本発明の他の実施形態の鋼板の端曲げ装置の概略図である。It is the schematic of the end bending apparatus of the steel plate of other embodiment of this invention. 本発明に好適に用いることができる、平坦部に隣接して逃げ部を設けた他の例の下金型を示す搬送方向に沿った断面図である。It is sectional drawing along the conveyance direction which shows the lower metal mold | die of the other example which provided the escape part adjacent to the flat part which can be used suitably for this invention. ピーキングを説明する図である。It is a figure explaining peaking. 端曲げ形状とピーキングを説明する図である。It is a figure explaining an end bending shape and peaking.

以下、本発明の実施の形態を図面に基づき詳細に説明する。以下の説明では、同様の構成要素には同一の符号を付し、重複する説明は適宜省略する。なお、明細書中、「前」または「前方」とは後述の端曲げ装置における鋼板の搬送方向でみて「下流側」または「上流側から下流側へ向かう方向」であり、「後」または「後方」とはその逆方向である。   Hereinafter, embodiments of the present invention will be described in detail with reference to the drawings. In the following description, the same components are denoted by the same reference numerals, and overlapping descriptions are omitted as appropriate. In the specification, “front” or “front” means “downstream side” or “direction from the upstream side to the downstream side” as viewed in the conveying direction of the steel sheet in the end bending apparatus described later, and “rear” or “ “Backward” is the opposite direction.

図1には、所定の寸法に切断された鋼板から鋼管を製造するための、本発明の一実施形態の鋼管の製造方法および設備の概略が示されている。まず、所定の寸法に切断された鋼板Sは、エッジミラー10またはエッジプレーナによりその側面に開先加工が施される。図示例では、鋼板Sの先端部(長手方向前方端部)Saおよび尾端部(長手方向後方端部)Sbにタブ板Stがそれぞれ溶接されているが、タブ板Stが設けられない場合もある。次に、本発明の一実施形態の端曲げ装置(Cプレス)20により端曲げ成形が施され(端曲げ工程)、円筒成形装置30により円筒形に形成される(円筒成形工程)。円筒成形装置30は、端曲げ成形が施された鋼板SをまずU字形に成形するUプレス30Aと、その後にO字形(円筒形)に成形するOプレス30Bとからなるものに限らず、鋼板Sを幅方向に送る送り機構を備え、鋼板Sを幅方向に順次送りながら3点曲げ成形を行うことで徐々に最終的な円筒形状に成形するベンディングプレス30Cを用いることもできる。次に、接合装置40により、鋼板Sの、円筒成形の結果突き合わされた幅方向端部同士を外面から仮溶接した後、内面および外面からそれぞれサブマージアーク溶接法等により溶接する(接合工程)。その後、鋼管S’はメカニカルエキスパンダ50で拡径され、残留応力が除去されるとともに所定の外径、寸法に仕上げられる(拡管工程)。なお、各工程または工程間において、洗浄や各種検査、ビード研削等の他の処理が行われてよいことは言うまでもない。   FIG. 1 shows an outline of a method and equipment for manufacturing a steel pipe according to an embodiment of the present invention for manufacturing a steel pipe from a steel sheet cut into a predetermined dimension. First, the steel plate S cut to a predetermined size is subjected to groove processing on its side surface by the edge mirror 10 or the edge planar. In the illustrated example, the tab plate St is welded to the front end portion (longitudinal front end portion) Sa and the tail end portion (longitudinal rear end portion) Sb of the steel plate S. However, the tab plate St may not be provided. is there. Next, end bending is performed by the end bending apparatus (C press) 20 according to one embodiment of the present invention (end bending process), and a cylindrical shape is formed by the cylindrical forming apparatus 30 (cylindrical forming process). The cylindrical forming apparatus 30 is not limited to the one formed by the U press 30A for first forming the steel sheet S subjected to end bending forming into a U shape, and then the O press 30B for forming an O shape (cylindrical shape). It is also possible to use a bending press 30C that is provided with a feeding mechanism that feeds S in the width direction and that gradually forms a final cylindrical shape by performing three-point bending while sequentially feeding the steel plates S in the width direction. Next, after joining the width direction edge parts which faced as a result of cylindrical shaping | molding of the steel plate S with the joining apparatus 40 from an outer surface, it welds by the submerged arc welding method etc. from an inner surface and an outer surface, respectively (joining process). Thereafter, the steel pipe S 'is expanded in diameter by the mechanical expander 50, and residual stress is removed and finished to a predetermined outer diameter and dimensions (tube expansion process). In addition, it cannot be overemphasized that other processes, such as washing | cleaning, various inspections, and bead grinding, may be performed between each process or processes.

本発明の一実施形態の鋼板の端曲げ装置20およびそれを用いた鋼板の端曲げ方法についてより詳細に説明する。図2に、端曲げ前の鋼板Sの一例を示す。鋼板Sの幅は製品鋼管の外径に応じて、例えば1200mm〜5100mmと広範囲にわたる。また、鋼板の長さは、ラインパイプの標準的な長さである12m程度のものが多い。鋼管本体となる鋼板Sの長手方向の先端部Saおよび尾端部Sbの各幅方向端部には、タブ板Stがそれぞれ溶接されているが、タブ板Stがない場合もある。   A steel plate end bending apparatus 20 and a steel plate end bending method using the same according to an embodiment of the present invention will be described in more detail. FIG. 2 shows an example of the steel sheet S before end bending. The width of the steel sheet S ranges from 1200 mm to 5100 mm, for example, depending on the outer diameter of the product steel pipe. Further, the length of the steel plate is often about 12 m, which is the standard length of a line pipe. A tab plate St is welded to each end in the width direction of the longitudinal end portion Sa and the tail end portion Sb of the steel plate S to be the steel pipe body, but there may be no tab plate St.

図3に、鋼板の端曲げ装置20の概略構成を示す。鋼板の端曲げ装置20は、鋼板Sをその長手方向に沿う方向を搬送方向として搬送する搬送機構21と、搬送方向下流側を前方として、左側の幅方向端部Scを所定の曲率に曲げ変形させるプレス機構22Aと、右側の幅方向端部Sdを所定の曲率に曲げ変形させるプレス機構22Bと、端曲げ成形を施す鋼板Sの幅に応じて、左右のプレス機構22A,22B間の間隔を調整する図示しない間隔調整機構とを備えている。搬送機構21は、プレス機構22A,22Bの前後にそれぞれ配置された複数の搬送ロール21aからなる。各搬送ロール21aは、そのロール軸が鋼板Sの搬送方向に対して直交する方向に配向され、図示しないモータおよび伝達機構により互いに同期した速度で回転するよう構成されている。   In FIG. 3, the schematic structure of the end bending apparatus 20 of a steel plate is shown. The steel sheet end bending apparatus 20 is configured to bend and deform the left width direction end Sc to a predetermined curvature with the transport mechanism 21 transporting the steel sheet S along the longitudinal direction as the transport direction and the downstream side in the transport direction as the front. The distance between the left and right press mechanisms 22A and 22B is set according to the width of the press mechanism 22A to be bent, the press mechanism 22B to bend and deform the right-side width direction end Sd to a predetermined curvature, and the steel sheet S to be end-bended. And an interval adjusting mechanism (not shown) for adjustment. The transport mechanism 21 includes a plurality of transport rolls 21a disposed before and after the press mechanisms 22A and 22B. Each transport roll 21a is configured such that its roll axis is oriented in a direction orthogonal to the transport direction of the steel sheet S and is rotated at a speed synchronized with each other by a motor and a transmission mechanism (not shown).

図4に、鋼板Sの左側の幅方向端部Scを曲げ変形させるプレス機構22Aを、鋼板Sの搬送方向の上流側から下流側へ向かう方向でみた幅方向断面を示す。なお、プレス機構22Aとプレス機構22Bとは、左右対称ではあり同一の構成を有するのでプレス機構22Bの詳細な図示は省略する。プレス機構22A,22Bは、上下方向に対向配置された一対の金型としての上金型23および下金型24と、下金型24をツールホルダ25とともに押し上げ(上金型23に近接する方向へ移動させ)、所定のプレス力で型締めする金型移動手段としての油圧シリンダ26と、上金型23および下金型24の幅方向内側で鋼板Sを解除可能に挟持するクランプ機構27とを備えている。なお、下金型24および上金型23の鋼板Sの長手方向の長さは、鋼板Sの長さよりも短くなっており、搬送機構21により鋼板Sを長手方向にずらしながら(間欠的に送りながら)、複数回の曲げ成形を行い、鋼板Sの幅方向端部Sc,Sdに全長へ亘って端曲げを付与する構成としている。   FIG. 4 shows a cross section in the width direction of the pressing mechanism 22A that bends and deforms the left-side width direction end portion Sc of the steel sheet S in the direction from the upstream side to the downstream side in the conveying direction of the steel sheet S. Note that the pressing mechanism 22A and the pressing mechanism 22B are symmetrical and have the same configuration, and thus the detailed illustration of the pressing mechanism 22B is omitted. The press mechanisms 22A and 22B push up the upper mold 23 and the lower mold 24 as a pair of molds opposed to each other in the vertical direction, and the lower mold 24 together with the tool holder 25 (a direction close to the upper mold 23). A hydraulic cylinder 26 as mold moving means for clamping with a predetermined pressing force, and a clamp mechanism 27 for releasably clamping the steel sheet S inside the upper mold 23 and the lower mold 24 in the width direction; It has. The length in the longitudinal direction of the steel plate S of the lower die 24 and the upper die 23 is shorter than the length of the steel plate S, and the steel plate S is shifted in the longitudinal direction by the transport mechanism 21 (intermittently feeding). However, the bending is performed a plurality of times, and end bending is applied to the width direction ends Sc and Sd of the steel sheet S over the entire length.

図5は、図4と同じ位置の幅方向断面であるが、下金型24を油圧シリンダ26により押し上げて型締めした状態を示している。破線で示す端曲げ前の状態から、油圧シリンダ26を進出させると、下金型24は押し上げられて実線の位置となり、鋼板Sの幅方向端部Sc,Sdは上金型23の円弧状の成形面に沿った形状に曲げ加工される。端曲げ成形を施す幅は、鋼板Sの幅により異なるが、100mm〜400mm程度となるのが一般的である。ここでは、端曲げ加工中に鋼板Sを挟持するためのクランプ機構27が設けられている場合を例示しているが、クランプ機構27の有無に限定されるものではない。   FIG. 5 is a cross-sectional view in the width direction at the same position as FIG. 4, but shows a state where the lower mold 24 is pushed up by the hydraulic cylinder 26 and clamped. When the hydraulic cylinder 26 is advanced from the state before the end bending shown by the broken line, the lower mold 24 is pushed up to the position of the solid line, and the width direction ends Sc and Sd of the steel sheet S are arc-shaped of the upper mold 23. It is bent into a shape along the molding surface. The width at which end bending is performed varies depending on the width of the steel sheet S, but is generally about 100 mm to 400 mm. Here, the case where the clamp mechanism 27 for clamping the steel plate S during end bending is illustrated, but the present invention is not limited to the presence or absence of the clamp mechanism 27.

図6に、従来の端曲げ装置を用いて鋼板Sの幅方向端部Sc,Sdに曲げ加工を行う様子を、搬送方向に沿った断面図で示す。鋼板Sは図の左側から搬入され、右側に搬出される。下金型24は、主として端曲げを付与する平坦部24aを有している。平坦部24aは、上金型23に対向する部分のうち、搬送方向に沿って直線状に延びる、該搬送方向に沿う断面で平坦な部分を指し、幅方向断面において平坦という意味ではない。平坦部24aの幅方向断面での形状は特に限定されず、円弧形状でもよく、幅方向内側を向くよう傾斜した直線状でもよい。端曲げ加工の回数を少なくするために、下金型24の有効長、すなわち平坦部24aの長さは、端曲げを与える幅よりも大きく設定される。例えば平坦部24aの長さは3m〜5mであり、端曲げを与える幅の10倍程度の大きさである。そのため、下金型24を押し上げるための油圧シリンダ26は、通常、搬送方向に沿って複数配置される。この場合、上昇および下降の双方向で推力を発生するピストンタイプの油圧シリンダ26と、上昇時のみ推力を発生するラムタイプの油圧シリンダ26とを組み合わせて使用するのが一般的である。図示例では、ピストンタイプの油圧シリンダ26を搬送方向中央に配置し、ラムタイプの油圧シリンダ26をその前後に配置している。均等にプレス力を加えるため、下金型24の平坦部24aの、搬送方向での中心C1と、油圧シリンダ26によるプレス力の中心C2とは一致するように設計されている。   FIG. 6 is a cross-sectional view taken along the conveying direction, showing how bending is performed on the width direction ends Sc and Sd of the steel sheet S using a conventional end bending apparatus. The steel sheet S is carried in from the left side of the figure and carried out to the right side. The lower mold 24 has a flat portion 24a that mainly imparts end bending. The flat part 24a refers to a flat part extending in a straight line along the transport direction in a part facing the upper mold 23, and does not mean flat in the cross section in the width direction. The shape of the flat portion 24a in the cross section in the width direction is not particularly limited, and may be an arc shape or a linear shape inclined so as to face the inner side in the width direction. In order to reduce the number of end bending operations, the effective length of the lower mold 24, that is, the length of the flat portion 24a is set to be larger than the width that gives end bending. For example, the length of the flat portion 24a is 3 m to 5 m, and is about 10 times the width giving end bending. Therefore, a plurality of hydraulic cylinders 26 for pushing up the lower mold 24 are usually arranged along the transport direction. In this case, a piston type hydraulic cylinder 26 that generates thrust in both upward and downward directions is generally used in combination with a ram type hydraulic cylinder 26 that generates thrust only during upward movement. In the illustrated example, a piston type hydraulic cylinder 26 is arranged in the center of the conveying direction, and a ram type hydraulic cylinder 26 is arranged before and after the cylinder. In order to apply the pressing force evenly, the center C1 of the flat portion 24a of the lower mold 24 in the conveying direction is designed to coincide with the center C2 of the pressing force by the hydraulic cylinder 26.

図6(a)では、プレス機構22A,22Bにより鋼板Sの幅方向端部Sc,Sdに曲げ成形が施された後、搬送機構21により所定の搬送距離だけ鋼板Sが搬送された状態が示されている。この搬送距離は、下金型24の平坦部24aの長さよりも小さく設定される。これにより、既に端曲げが付与された部分の後端部が下金型24の平坦部24a上に位置し、次の端曲げ成形で、既成形部と未成形部との間の移行部が確実に曲げ成形される。図6(b)中、破線で示すように、既に端曲げが付与された部分の後端部が平坦部24a上に位置するように鋼板Sが配置された状態で、油圧シリンダ26が下金型24を押し上げ、鋼板Sの幅方向端部Sc,Sdは実線のように端曲げ加工される。このとき、前の工程で曲げられた範囲もスプリングバック分だけ再度曲げられるとともに、下金型24の平坦部24a上に位置しない鋼板Sの上流側(図の左側)の部分でも曲げ変形が生じる。一例として、板幅2755mm×板厚28.9mmの鋼板Sの幅方向端部170mmの範囲に端曲げを付与しその形状を調査した結果を図7に示す。このとき、下金型24の平坦部24aの長さは3mであり、1回目で板の先端部から2.8mを端曲げしその曲げ角度を測定した後に、鋼板を2m搬送し2回目の端曲げを行い再度曲げ角度を測定した。ここで、曲げ角度は傾斜計にて測定した板端部20mm範囲および幅中央部の傾斜角度の差で求めた。1回目の端曲げでは鋼板Sの先端部Saの曲げ角度が大きくなるとともに,上流側では平坦部24aを外れた部分でも曲げが付与されておりその長さは約0.6mとなっている。次の2回目の端曲げでは1回目で端曲げされた部分にさらに曲げが加わり下流側に行くほど大きくなっている。上流側では平坦部24aが終了する近傍で若干曲げ角度が大きくなり、1回目と同様に平坦部24aを外れた部分でも約0.6mの長さで曲げが付与されている。このとき、下金型24の押し上げ量は、下流側が上流側に比べて2mm大きく(つまり、搬送方向下流側の油圧シリンダ26の移動量(伸長距離)が搬送方向上流側の油圧シリンダ26の移動量(伸長距離)よりも大きく)、0.04度の、先端部側が上向きとなる傾斜(ピッチング方向の回転)が端曲げ中に生じたためと考えられる。   FIG. 6A shows a state in which the steel sheet S is conveyed by a conveying mechanism 21 by a predetermined conveying distance after the press mechanisms 22A and 22B are bent at the width direction ends Sc and Sd of the steel sheet S. Has been. This conveyance distance is set smaller than the length of the flat portion 24a of the lower mold 24. As a result, the rear end portion of the portion to which end bending has already been applied is positioned on the flat portion 24a of the lower mold 24, and the transition portion between the pre-formed portion and the non-formed portion is formed in the next end bend forming. It is surely bent. In FIG. 6 (b), as shown by a broken line, the hydraulic cylinder 26 is a lower metal plate in a state in which the steel plate S is arranged so that the rear end portion of the portion to which end bending has already been applied is positioned on the flat portion 24a. The mold 24 is pushed up, and the end portions Sc and Sd in the width direction of the steel plate S are bent as shown by solid lines. At this time, the range bent in the previous process is also bent again by the amount corresponding to the spring back, and bending deformation also occurs at the upstream side (left side of the drawing) of the steel sheet S that is not located on the flat portion 24a of the lower mold 24. . As an example, FIG. 7 shows the results of end bending applied to a range of 170 mm in the width direction of a steel sheet S having a plate width of 2755 mm and a plate thickness of 28.9 mm, and the shape thereof was investigated. At this time, the length of the flat portion 24a of the lower mold 24 is 3m, and after the first bending of 2.8m from the tip of the plate and measuring the bending angle, the steel plate is conveyed by 2m and the second time. End bending was performed and the bending angle was measured again. Here, the bending angle was obtained from the difference between the inclination angle of the plate end portion 20 mm range and the width center portion measured with an inclinometer. In the first end bending, the bending angle of the front end portion Sa of the steel sheet S increases, and on the upstream side, bending is applied even at a portion off the flat portion 24a, and the length is about 0.6 m. In the next second end bending, the portion bent at the first time is further bent and becomes larger toward the downstream side. On the upstream side, the bending angle slightly increases in the vicinity of the end of the flat portion 24a, and the bend is imparted at a length of about 0.6 m even at a portion off the flat portion 24a as in the first time. At this time, the push-up amount of the lower mold 24 is 2 mm larger on the downstream side than the upstream side (that is, the movement amount (extension distance) of the hydraulic cylinder 26 on the downstream side in the transport direction is the movement of the hydraulic cylinder 26 on the upstream side in the transport direction). This is considered to be because an inclination (rotation in the pitching direction) of 0.04 degrees with the tip side facing upward occurred during end bending.

この傾斜の原因を解明するためにさらなる検討を行った。図8(a)に1回目の端曲げにおける鋼板Sの変形と曲げ変形力(端曲げ成形時にプレス力に対抗する力であり、以下、単に「変形力」とも記載する。)の分布を模式的に示す。下流側は鋼板Sが存在しないために変形力はなく、上流側は平坦部24aを外れた部分でも変形力が生じている。このため、その変形力の中心C3は平坦部24aの搬送方向での中心C1よりも上流側にずれた位置となる。図9(a)に2回目の端曲げの場合を示す。下流側にも鋼板Sが存在するため下流側でも変形力が生じているが、変形量はスプリングバック分に比べて小さく、その変形力の中心C3は平坦部の中心C1よりも上流側にずれた位置となる。平坦部24aの中心C1が全油圧シリンダ26によるプレス力の中心C2と一致している場合には、図8(b)および図9(b)に示すように、下金型24に先端部側を上向き方向に回転(ピッチング)させる力が作用し下流側で下金型24の押し上げ量が大きくなることになる。図10に、鋼板Sの尾端部Sbに端曲げを行う場合を示す。上流側には鋼板が存在しないため変形力がなく、その変形力の中心は平坦部24aの中心よりも下流側にずれた位置となる。平坦部の中心が油圧シリンダ26によるプレス力の中心と一致している場合には、下金型24には前方側を下向きに回転(ピッチング)させる力が作用し上流側の押し上げ量が大きくなる。   Further investigation was conducted to elucidate the cause of this inclination. FIG. 8A schematically shows the distribution of the deformation of the steel sheet S and the bending deformation force (the force that opposes the pressing force at the time of end bending forming, and is also simply referred to as “deformation force” hereinafter) in the first end bending. Indicate. Since the steel plate S does not exist on the downstream side, there is no deformation force, and on the upstream side, the deformation force is generated even at a portion off the flat portion 24a. For this reason, the center C3 of the deformation force is shifted to the upstream side from the center C1 in the transport direction of the flat portion 24a. FIG. 9A shows the case of the second end bending. Since the steel plate S is also present on the downstream side, a deformation force is generated also on the downstream side, but the deformation amount is smaller than that of the springback, and the center C3 of the deformation force is shifted upstream from the center C1 of the flat portion. It becomes the position. When the center C1 of the flat portion 24a coincides with the center C2 of the pressing force by the all hydraulic cylinders 26, as shown in FIG. 8B and FIG. A force for rotating (pitching) of the lower die 24 acts on the downstream side, and the push-up amount of the lower mold 24 increases on the downstream side. FIG. 10 shows a case where end bending is performed on the tail end portion Sb of the steel sheet S. Since there is no steel plate on the upstream side, there is no deformation force, and the center of the deformation force is shifted to the downstream side from the center of the flat portion 24a. When the center of the flat portion coincides with the center of the pressing force by the hydraulic cylinder 26, a force for rotating (pitching) the front side downward acts on the lower mold 24, and the amount of pushing up on the upstream side increases. .

このように、端曲げ工程においては、端曲げを施す鋼板Sの長手方向位置によって変形力の分布が異なるため端曲げ成形中に下金型24に傾斜が生じる。そこで、本発明の第1実施形態では、鋼板Sの端曲げ成形時に、各油圧シリンダ26の移動量が略等しくなるように油圧シリンダ26を制御する。「略等しく」とは、複数の油圧シリンダ26の移動量が互いに完全に等しい場合のみならず、後の接合工程で端曲げ角度の、長手方向での過度な変動による溶接の緊急停止が発生しない程度にこれらの移動量が異なっていることを許容するものである。   Thus, in the end bending process, the distribution of the deformation force varies depending on the position in the longitudinal direction of the steel sheet S to be end bent, so that the lower mold 24 is inclined during end bending. Therefore, in the first embodiment of the present invention, the hydraulic cylinders 26 are controlled so that the movement amounts of the respective hydraulic cylinders 26 are substantially equal during end bending of the steel sheet S. The term “substantially equal” means that not only when the movement amounts of the plurality of hydraulic cylinders 26 are completely equal to each other, but also an emergency stop of welding due to excessive fluctuation of the end bending angle in the longitudinal direction does not occur in the subsequent joining process. To the extent these movement amounts are allowed to differ.

具体的に第1実施形態の鋼板の端曲げ装置20は、鋼板Sの幅方向端部Sc,Sdの曲げ成形時に、複数の油圧シリンダ26の移動量が略等しくなるように、該複数の油圧シリンダ26を制御する制御手段として、図11に示すように、各油圧シリンダ26のロッド26aの移動量(変位量)を検出する検出器(例えば直線型エンコーダ)62と、油圧シリンダ26への油量を調整するサーボ弁64と、CPU、メモリ、ハードディスク、入力装置、出力装置等を有する通常のコンピュータで構成され、検出器62で得られた移動量に基づいて油圧シリンダ26の移動量が互いに略等しくなるように各サーボ弁64のスプールを変位させ、油圧ポンプ66から油圧シリンダ26へ供給される油量を制御する制御装置68とを備えている。これにより、鋼板Sの幅方向端部Sc,Sdの曲げ成形時に各油圧シリンダ26の移動量は互いに略等しくなる、つまり下金型24の傾斜は低減されるので、長手方向での端曲げ形状の変動を低減することができる。   Specifically, the end bending device 20 of the steel plate according to the first embodiment is configured such that the movement amounts of the plurality of hydraulic cylinders 26 are substantially equal when the width direction ends Sc and Sd of the steel plate S are bent. As control means for controlling the cylinder 26, as shown in FIG. 11, a detector (for example, a linear encoder) 62 for detecting the amount of movement (displacement) of the rod 26a of each hydraulic cylinder 26, and the oil to the hydraulic cylinder 26 The servo valve 64 for adjusting the amount and a normal computer having a CPU, a memory, a hard disk, an input device, an output device, etc., and the movement amounts of the hydraulic cylinders 26 are mutually based on the movement amount obtained by the detector 62. A control device 68 that controls the amount of oil supplied from the hydraulic pump 66 to the hydraulic cylinder 26 by displacing the spool of each servo valve 64 so as to be substantially equal. Thereby, when the width direction ends Sc and Sd of the steel plate S are bent, the movement amounts of the respective hydraulic cylinders 26 become substantially equal to each other, that is, the inclination of the lower mold 24 is reduced, so that the end bending shape in the longitudinal direction is reduced. Fluctuations can be reduced.

また、本発明の第1実施形態の鋼管の製造装置は、鋼板の端曲げ装置として図11を参照して説明した第1実施形態の鋼板の端曲げ装置20を備えるものであり、鋼板Sの端曲げ形状の全長での変動が少ない鋼板Sに対して、図1を参照して説明した円筒成形装置30による鋼板Sの円筒成形と、接合装置40による鋼板Sの幅方向端部同士の接合とを行うので、全長でのピーキングの変動が少ない鋼管を製造することができる。   Moreover, the manufacturing apparatus of the steel pipe of 1st Embodiment of this invention is equipped with the end bending apparatus 20 of the steel plate of 1st Embodiment demonstrated with reference to FIG. 11 as an end bending apparatus of a steel plate, Cylindrical forming of the steel sheet S by the cylindrical forming apparatus 30 described with reference to FIG. 1 and joining of the width direction ends of the steel sheet S by the joining apparatus 40 to the steel sheet S with little variation in the total length of the end bending shape. Therefore, it is possible to manufacture a steel pipe with little fluctuation in peaking over the entire length.

端曲げ工程においては、図8および図9に示したような変形力の分布により、上金型23および下金型24を支持するプレス機本体部にも長手方向での荷重差により歪みが生じ、上金型23の位置が長手方向でみて変動する場合がある。そこで、本発明の第2実施形態では、鋼板Sの端曲げ成形時に、上金型23および下金型24の間隔が搬送方向で略等しくなるように、各油圧シリンダ26を制御する。「略等しく」とは、鋼板Sの長手方向において上金型23および下金型24間の距離が完全に等しい場合のみならず、後の接合工程で端曲げ角度の、長手方向での過度な変動による溶接の緊急停止が発生しない程度にこれらの距離が異なっていることを許容するものである。   In the end bending process, due to the distribution of the deformation force as shown in FIGS. 8 and 9, the press machine body supporting the upper mold 23 and the lower mold 24 is also distorted due to the load difference in the longitudinal direction. The position of the upper mold 23 may vary when viewed in the longitudinal direction. Therefore, in the second embodiment of the present invention, during end bending of the steel sheet S, each hydraulic cylinder 26 is controlled so that the distance between the upper mold 23 and the lower mold 24 is substantially equal in the transport direction. The term “substantially equal” means that not only when the distance between the upper mold 23 and the lower mold 24 is completely equal in the longitudinal direction of the steel sheet S, but the end bending angle is excessive in the longitudinal direction in the subsequent joining step. These distances are allowed to be different to such an extent that an emergency stop of welding due to fluctuation does not occur.

具体的に第2実施形態の鋼板の端曲げ装置20は、鋼板Sの幅方向端部Sc,Sdの曲げ成形時に、上金型23および下金型24の間隔が搬送方向で略等しくなるように各油圧シリンダ26を制御する制御手段として、図12に示すように、側方視で各油圧シリンダ26の中心と一致するように各上金型23または各下金型24(図示例では各上金型)に設けた測距計(例えばレーザ式測距計)69と、油圧シリンダ26への油量を調整するサーボ弁64と、CPU、メモリ、ハードディスク、入力装置、出力装置等を有する通常のコンピュータで構成され、各測距計69で得られた上金型23および下金型24間の距離に基づいて上金型23および下金型24の間隔が搬送方向で略等しくなるように各油圧シリンダ26を制御する制御装置68とを備えている。これにより、鋼板Sの幅方向端部Sc,Sdの曲げ成形時に、鋼板Sの長手方向での上金型23と下金型24との距離の変動、つまり押込み量の変動が鋼板Sの長手方向で低減されるので、長手方向での端曲げ形状の変動を低減することができる。   Specifically, the end bending device 20 of the steel plate of the second embodiment is such that the distance between the upper mold 23 and the lower mold 24 becomes substantially equal in the conveying direction when bending the width direction ends Sc and Sd of the steel sheet S. As a control means for controlling each hydraulic cylinder 26, as shown in FIG. 12, each upper die 23 or each lower die 24 (in the example shown, each of the lower die 24 so as to coincide with the center of each hydraulic cylinder 26 when viewed from the side). It has a rangefinder (for example, laser type rangefinder) 69 provided in the upper mold), a servo valve 64 for adjusting the oil amount to the hydraulic cylinder 26, a CPU, a memory, a hard disk, an input device, an output device, and the like. Based on the distance between the upper mold 23 and the lower mold 24 obtained by each rangefinder 69, the distance between the upper mold 23 and the lower mold 24 is made substantially equal in the transport direction. Control device for controlling each hydraulic cylinder 26 And a 8. Thereby, at the time of bending the end portions Sc and Sd in the width direction of the steel sheet S, the variation of the distance between the upper mold 23 and the lower mold 24 in the longitudinal direction of the steel sheet S, that is, the variation of the pushing amount is the length of the steel sheet S. Since it is reduced in the direction, fluctuations in the end bending shape in the longitudinal direction can be reduced.

また、本発明の第2実施形態の鋼管の製造装置は、鋼板の端曲げ装置として図12を参照して説明した第2実施形態の鋼板の端曲げ装置20を備えるものであり、鋼板Sの端曲げ形状の全長での変動が少ない鋼板Sに対して、図1を参照して説明した円筒成形装置30による鋼板Sの円筒成形と、接合装置40による鋼板Sの幅方向端部同士の接合とを行うので、全長でのピーキングの変動が少ない鋼管を製造することができる。   Moreover, the manufacturing apparatus of the steel pipe of 2nd Embodiment of this invention is equipped with the end bending apparatus 20 of the steel plate of 2nd Embodiment demonstrated with reference to FIG. 12 as an end bending apparatus of a steel plate, Cylindrical forming of the steel sheet S by the cylindrical forming apparatus 30 described with reference to FIG. 1 and joining of the width direction ends of the steel sheet S by the joining apparatus 40 to the steel sheet S with little variation in the total length of the end bending shape. Therefore, it is possible to manufacture a steel pipe with little fluctuation in peaking over the entire length.

次に、鋼板Sの先端部(長手方向前方端)Saおよび尾端部(長手方向後方端)Sbと下金型24の平坦部24aとの位置関係を説明する。なお、鋼板Sの先端部Saおよび尾端部Sbとは、タブ板Stがある場合にはタブ板Stを除いた、鋼管製品の長手方向端部となる部分であり、図2におけるSa,Sbに相当する。図8に示したように、1回目(最初のパス)の端曲げ成形において、鋼板Sの先端部Saが平坦部24aの先端部よりも後方に位置する場合、それよりも下流側では曲げ変形力が生じない。このため、変形力の中心C3はプレス力の中心C2よりも上流側にずれる。鋼板Sの先端部Saを平坦部24aの先端部に近づけることによって変形力の中心C3とプレス力の中心C2のずれ量は小さくなり、端曲げ量の変動を抑えることが可能となる。このとき、鋼板Sの先端部Saが平坦部24aの先端部よりも下流側になると、タブ板Stが溶接された部分の曲げが不足しタブ板Stから鋼板Sに移る部分で溶接が不連続になるため、鋼板Sの先端部Saの位置は平坦部24の先端部を超えない位置とすることが好ましい。反対に、図10に示したように、最終回(最後のパス)の端曲げ成形において、鋼板Sの尾端部Sbが平坦部24aの後端部よりも前方に位置する場合、それよりも上流側では曲げ変形力が生じない。このため、変形力の中心C3はプレス力の中心C2よりも下流側にずれる。鋼板Sの尾端部Sbを平坦部24aの後端部に近づけることによって変形力の中心C3とプレス力の中心C2のずれ量は小さくなり、端曲げ量の変動を抑えることが可能となる。このとき、鋼板Sの尾端部Sbが平坦部24aの後端部よりも上流側になると、タブ板Stが溶接された部分の曲げが不足しタブ板Stから鋼板Sに移る部分で溶接が不連続になるため、鋼板Sの尾端部Sbの位置は平坦部24aの後端部を超えない位置とすることが好ましい。   Next, the positional relationship between the front end (longitudinal front end) Sa and tail end (longitudinal rear end) Sb of the steel sheet S and the flat portion 24a of the lower mold 24 will be described. Note that the tip end portion Sa and the tail end portion Sb of the steel plate S are portions that are the end portions in the longitudinal direction of the steel pipe product excluding the tab plate St when the tab plate St is present, and Sa and Sb in FIG. It corresponds to. As shown in FIG. 8, in the first end (first pass) end bending, when the front end portion Sa of the steel sheet S is located behind the front end portion of the flat portion 24a, bending deformation is performed on the downstream side. There is no power. For this reason, the center C3 of the deforming force is shifted upstream from the center C2 of the pressing force. By bringing the front end portion Sa of the steel sheet S closer to the front end portion of the flat portion 24a, the amount of deviation between the center C3 of the deformation force and the center C2 of the pressing force is reduced, and fluctuations in the end bending amount can be suppressed. At this time, when the front end portion Sa of the steel plate S is located downstream of the front end portion of the flat portion 24a, the portion where the tab plate St is welded is insufficiently bent, and welding is discontinuous at the portion where the tab plate St moves to the steel plate S. Therefore, the position of the front end portion Sa of the steel plate S is preferably set to a position that does not exceed the front end portion of the flat portion 24. On the other hand, as shown in FIG. 10, when the tail end portion Sb of the steel sheet S is positioned forward of the rear end portion of the flat portion 24 a in the final bending (final pass) end bending, it is more than that. No bending deformation force is generated on the upstream side. For this reason, the center C3 of the deformation force is shifted downstream from the center C2 of the pressing force. By bringing the tail end portion Sb of the steel sheet S closer to the rear end portion of the flat portion 24a, the amount of deviation between the center C3 of the deformation force and the center C2 of the pressing force is reduced, and fluctuations in the end bending amount can be suppressed. At this time, when the tail end portion Sb of the steel plate S is located upstream of the rear end portion of the flat portion 24a, the portion where the tab plate St is welded is insufficiently bent, and welding is performed at the portion where the tab plate St moves to the steel plate S. Since it becomes discontinuous, the position of the tail end portion Sb of the steel sheet S is preferably set to a position that does not exceed the rear end portion of the flat portion 24a.

次に、本発明に適用可能な他の好適な下金型について説明する。図9で示したように、下流側に既に端曲げを付与した部分がある場合には、端曲げの開始時にはこの部分では曲げ変形力がなく、上流側の曲げ変形力が大きくなる結果、下流側では下金型24と鋼板Sとが接せず、曲げ変形力の中心C3はプレス力の中心C2よりも上流側にずれる。このため、下流側の曲げ変形が生じるまでは、下金型24には先端部側を上向きとする方向の回転力が作用し下流側の押し上げ量が大きく、下金型24は傾斜した状態で端曲げが行われる。その結果、平坦部24aの下流側端部が既に端曲げした部分に当接し、例えば図7で示したように、2回目の下流側端部が変形し、それより下流側の1回目で端曲げした部分と大きな段差をつくる懸念がある。急峻な形状変化があるとその部分で溶接が不連続となり、欠陥が生じたり溶接が中断したりするため、曲げ角度の変化は円滑である(小さい)ことが望ましい。   Next, another preferred lower mold applicable to the present invention will be described. As shown in FIG. 9, when there is a part to which end bending has already been applied on the downstream side, there is no bending deformation force at the start of end bending, and as a result, the upstream bending deformation force becomes large. On the side, the lower mold 24 and the steel sheet S are not in contact with each other, and the center C3 of the bending deformation force is shifted to the upstream side from the center C2 of the pressing force. For this reason, until the downstream bending deformation occurs, the lower mold 24 is subjected to a rotational force in the direction in which the tip end side is directed upward, and the amount of push-up on the downstream side is large, and the lower mold 24 is inclined. End bending is performed. As a result, the downstream end of the flat portion 24a comes into contact with the already bent portion, for example, as shown in FIG. 7, the second downstream end is deformed, and the downstream end is the first downstream. There is a concern of creating a large step with the bent part. If there is an abrupt shape change, the welding becomes discontinuous at that portion, and defects are generated or the welding is interrupted. Therefore, it is desirable that the change in the bending angle be smooth (small).

そこで、本実施形態の鋼板の端曲げ方法および装置ならびに鋼管の製造方法および製造設備のより好適な態様では、図13に示すように、一方の金型である下金型24は、平坦部24aの、搬送方向に隣接して設けられた曲面からなる逃げ部24bを有してよく、この場合、平坦部24aと逃げ部24bとは、共通の接線を有して接続されていることが好ましい。このように、平坦部24aと連続した曲線状の逃げ部24bを下流側に設けることにより、鋼板Sの前のパスで端曲げを行った部分とそれに続く後のパスで端曲げを行った部分との段差を円滑にすることが可能とすることができる。このときインボリュート曲線のように逃げ部24bの角度変化を小さく、すなわち曲率変化を連続的にするほど段差は円滑になる。しかし、下金型24の下流側端部が既に端曲げされた部分と接触することがないようにする必要がある。同様の逃げ部24cは上流側にも設けることができる。この場合には、逃げ部24cは、平坦部24aの後方端よりも後方側での曲げ変形長さが大きくならないようにする必要がある。これらの点と鋼板Sの幅に応じて異なる端曲げ量を考慮し、逃げ部24cの長さや角度変化を適宜設定することが好ましい。その目安として、逃げ部24cが鋼板Sと接触する範囲が、上流側で曲げ変形が生じる長さの1/2以下となるとなるように、逃げ部24cの長さや角度変化を設定することができる。   Therefore, in a more preferable aspect of the steel plate end bending method and apparatus and the steel pipe manufacturing method and manufacturing equipment of the present embodiment, as shown in FIG. 13, the lower mold 24, which is one mold, has a flat portion 24a. In this case, the flat portion 24a and the relief portion 24b are preferably connected with a common tangent line. . In this way, by providing the curved relief portion 24b that is continuous with the flat portion 24a on the downstream side, the portion that has been end-bent in the previous pass of the steel sheet S and the portion that has been end-bent in the subsequent pass The step can be made smooth. At this time, the step becomes smoother as the change in the angle of the escape portion 24b becomes smaller as in the involute curve, that is, the curvature changes continuously. However, it is necessary to prevent the downstream end portion of the lower mold 24 from coming into contact with the already bent portion. A similar relief portion 24c can be provided on the upstream side. In this case, it is necessary for the escape portion 24c to prevent the bending deformation length on the rear side from becoming larger than the rear end of the flat portion 24a. In consideration of these points and the end bending amount depending on the width of the steel sheet S, it is preferable to appropriately set the length and angle change of the relief portion 24c. As a guideline, the length and angle change of the relief portion 24c can be set so that the range in which the relief portion 24c contacts the steel sheet S is 1/2 or less of the length that causes bending deformation on the upstream side. .

以上、本発明の実施の形態を図示例に基づき説明したが、本発明はこれに限定されず、特許請求の範囲の記載内で適宜、変更、修正、追加等が可能である。例えば、図示例では、下金型24を油圧シリンダ26で押し上げることで、鋼板Sの幅方向端部Sc,Sdを上金型23に押し付け、曲げ成形を行う場合を説明したが、下金型24を固定型、上金型23を可動型として上金型23を押し下げることで、板に図示例と同じ方向に曲げ成形を行う構成としてもよい。また、図示例とは逆向きに上金型23が曲げの外側に位置する配置として、鋼板Sの幅方向端部Sc,Sdを下金型24に押し付け、曲げ成形を行う構成としてもよい。また、上金型23および下金型24を型締めする油圧シリンダ26の数に限定はなく、当該型締めは2つまたは4つ以上の油圧シリンダ26を用いて行うことができる。さらに上金型23および下金型24を型締めする金型移動手段は、油圧シリンダ26に限定されず、モータの回転運動をクランク機構等で往復運動に変換して型締めを行う機械式のものを用いてもよい。   Although the embodiments of the present invention have been described based on the illustrated examples, the present invention is not limited to these embodiments, and can be appropriately changed, modified, added, and the like within the scope of the claims. For example, in the illustrated example, the case where the lower mold 24 is pushed up by the hydraulic cylinder 26 to press the width direction ends Sc and Sd of the steel sheet S against the upper mold 23 to perform bending is described. 24 may be configured to be bent in the same direction as the illustrated example by pressing down the upper mold 23 with the fixed mold 24 and the upper mold 23 as a movable mold. Moreover, it is good also as a structure which presses the width direction edge parts Sc and Sd of the steel plate S against the lower metal mold | die 24 as an arrangement | positioning in which the upper metal mold | die 23 is located in the outer side of a bending in the opposite direction to the example of illustration. The number of hydraulic cylinders 26 for clamping the upper mold 23 and the lower mold 24 is not limited, and the mold clamping can be performed using two or four or more hydraulic cylinders 26. Further, the mold moving means for clamping the upper mold 23 and the lower mold 24 is not limited to the hydraulic cylinder 26, but is a mechanical type that performs clamping by converting the rotational movement of the motor into a reciprocating movement by a crank mechanism or the like. A thing may be used.

本発明の効果を確認するため、条件を変えて鋼板の端曲げを施し、端曲げの長手方向での変動およびそれが後工程の溶接に及ぼす影響を調査したので以下説明する。   In order to confirm the effect of the present invention, the end bending of the steel sheet was performed under different conditions, and the fluctuation in the longitudinal direction of the end bending and the influence on the welding in the subsequent process were investigated, which will be described below.

(実施例1)
長さ400mm×幅100mmのタブ板を先端部および尾端部にそれぞれ取付けた、引張強度500MPa、板幅1676mm×板厚25.4mm×長さ12mの鋼板を用意し、外径559mmの鋼管を製造した。端曲げには間隔1000mmで配置された3本の油圧シリンダ26(金型移動手段)で下金型を押し上げる方式の端曲げ装置を用いた。中央の油圧シリンダ26は力量3MNのピストンタイプであり、他の2本はそれぞれ力量6MNのラムタイプである。各油圧シリンダ26には、各油圧ポンプからサーボ弁を介して油圧が供給される。検出器(直線型エンコーダ)で各油圧シリンダ26のロッドの移動量(変位量)を検出し、この移動量に基づき制御装置(コンピュータ)で油圧シリンダ26の移動量が互いに略等しくなるように各サーボ弁のスプールを変位させ、油圧ポンプから油圧シリンダ26へ供給される油量を制御したものを、下記表1の「制御」の欄において「シリンダ」と記載する。また、端曲げ装置の側方視で油圧シリンダ26の中心と一致するように配置した3つの測距計(レーザ式測距計)で上金型および下金型間の距離を測定し、その測定結果に基づき制御装置(コンピュータ)で上金型および下金型の間隔が搬送方向で略等しくなるように各油圧シリンダ26を制御したものを、下記表1の「制御」の欄において「間隔」と記載する。また、同欄において、上記「シリンダ」制御および「間隔」制御のいずれも行わなかったものを「なし」と記載する。
Example 1
A steel plate having a tensile strength of 500 MPa, a plate width of 1676 mm, a plate thickness of 25.4 mm, and a length of 12 m is prepared by attaching a tab plate having a length of 400 mm and a width of 100 mm to the tip and tail ends, and a steel pipe having an outer diameter of 559 mm is prepared. Manufactured. For end bending, an end bending apparatus of a type in which the lower mold is pushed up by three hydraulic cylinders 26 (mold moving means) arranged at an interval of 1000 mm was used. The central hydraulic cylinder 26 is a piston type having a force of 3MN, and the other two are ram types having a force of 6MN. The hydraulic pressure is supplied to each hydraulic cylinder 26 from each hydraulic pump via a servo valve. The movement amount (displacement amount) of the rod of each hydraulic cylinder 26 is detected by a detector (linear encoder), and the movement amount of the hydraulic cylinder 26 is made substantially equal to each other by a control device (computer) based on this movement amount. A cylinder in which the spool of the servo valve is displaced and the amount of oil supplied from the hydraulic pump to the hydraulic cylinder 26 is controlled is described as “cylinder” in the “control” column of Table 1 below. Further, the distance between the upper die and the lower die is measured by three rangefinders (laser rangefinders) arranged so as to coincide with the center of the hydraulic cylinder 26 when viewed from the side of the end bending device. Based on the measurement result, the control device (computer) controls each hydraulic cylinder 26 so that the distance between the upper mold and the lower mold is substantially equal in the transport direction. ". In the same column, the case where neither the “cylinder” control nor the “interval” control is performed is described as “none”.

端曲げに用いた上金型は曲率半径200mmの成形面を有し、下金型の平坦部は、幅方向断面にて水平面に対して40度の角度をなす直線状となっている。上金型は全長同一の断面形状である。下金型には、平坦部の長さが3000mmでその長手方向両端にR25mmの面取りを施したもの(以下、「金型A」と呼ぶ)と、長さ3000mmの平坦部から連続してR1600mmの緩やかな逃げ部を設けたもの(以下、「金型B」と呼ぶ)の2種類を用いた。   The upper die used for end bending has a molding surface with a radius of curvature of 200 mm, and the flat portion of the lower die is linear with an angle of 40 degrees with respect to the horizontal plane in the cross section in the width direction. The upper mold has the same cross-sectional shape as the entire length. The lower mold has a flat part with a length of 3000 mm and chamfered with R25 mm at both ends in the longitudinal direction (hereinafter referred to as “mold A”), and a continuous part from the flat part with a length of 3000 mm to R1600 mm. Two types having a gentle relief portion (hereinafter referred to as “mold B”) were used.

鋼板の幅方向端部155mmの範囲に端曲げ角度(板端部20mm範囲の傾斜角度と幅中央部の傾斜角度との差)33度を目標に、鋼板を2600mmずつ送りながら4回の端曲げ行った後、鋼板の尾端位置が所定位置で停止するように送り5回目の端曲げを行った。端曲げ後にその曲げ角度を長手方向に0.1mピッチで測定し、長手方向中央10m範囲の最大と最小の差を定常部変動、全長での最大と最小の差を全長変動とするとともに、最も差が大きい段差部の角度差を急峻度として評価する。曲げ角度は傾斜計にて測定した板端部20mm範囲および幅中央部の傾斜角度の差で求めた。引き続き、UプレスおよびOプレスを施して円筒形に成形して端曲げが施された鋼板の幅方向端部を突き合わせた後、その突き合わされた幅方向端部同士を溶接して鋼管を製造し、その鋼管のピーキングを長手方向に0.1mピッチで測定した。ピーキングは突合せ部の尖り形状の指標であり、図14に示すように正規の製品鋼管外径(すなわち仮想真円)と実際の鋼管形状の差である。図15に示すように、端曲げ量が過大であると鋼管の突合せ部が内側に入った形状(マイナスピーキング)となり、端曲げ量が過小であると鋼管の突合せ部は外側に突き出た形状(プラスピーキング)となる。なお、端曲げ角度と同様に、ピーキングについても長手方向中央10m範囲の最大と最小の差を定常部変動、全長での最大と最小の差を全長変動とした。   The end bending angle (difference between the inclination angle of the plate edge portion 20 mm range and the inclination angle of the width center portion) is set to 33 ° in the width direction end portion 155 mm of the steel plate, and the end bending is performed four times while feeding the steel plate 2600 mm at a time. After performing, the end bending of the 5th time was performed so that the tail end position of a steel plate might stop in a predetermined position. After end bending, the bending angle is measured at a pitch of 0.1 m in the longitudinal direction, the maximum and minimum difference in the center 10 m range in the longitudinal direction is the steady portion fluctuation, the maximum and minimum difference in the total length is the full length fluctuation, The angle difference of the step portion having a large difference is evaluated as the steepness. The bending angle was determined by the difference between the inclination angle of the plate edge portion 20 mm range and the width center portion measured with an inclinometer. Subsequently, U-presses and O-presses were applied, the ends in the width direction of the steel sheets that were formed into a cylindrical shape and end-bent were butted together, and then the abutted width-direction ends were welded together to produce a steel pipe. The peaking of the steel pipe was measured at a pitch of 0.1 m in the longitudinal direction. Peaking is an index of the sharp shape of the butt portion, and as shown in FIG. 14, it is the difference between the regular outer diameter of the steel pipe (that is, a virtual perfect circle) and the actual steel pipe shape. As shown in FIG. 15, when the end bend amount is excessive, the butt portion of the steel pipe enters the inside (minus peaking), and when the end bend amount is excessively small, the butt portion of the steel pipe protrudes outward ( Plus peaking). Similar to the end bending angle, the peaking difference in the central 10 m range in the longitudinal direction was defined as the steady portion fluctuation, and the maximum and minimum difference in the total length as the full length fluctuation.

端曲げ条件とその成形結果を表1に示す。先尾端停止位置(鋼板の先端部および尾端部の停止位置)の欄は1回目の端曲げ時に鋼板とタブ板の境界部が下金型の平坦部の下流側端部に、かつ5回目の端曲げ時に鋼板とタブ板の境界部が下金型の平坦部の上流側端部に位置するようにした場合を「鋼板」と表記している。また、「タブ」と表記したものはタブ板全長が下金型の平坦部に含まれるようにした場合であり、鋼板の端部は下金型の平坦部から400mm内側に位置するようにした。   Table 1 shows the end bending conditions and the molding results. In the column of the leading end stop position (stop position of the tip end and tail end of the steel plate), the boundary between the steel plate and the tab plate is at the downstream end of the flat portion of the lower mold at the first end bending, and 5 A case where the boundary between the steel plate and the tab plate is positioned at the upstream end of the flat portion of the lower mold during the second end bending is described as “steel plate”. In addition, what is described as “tab” is the case where the entire length of the tab plate is included in the flat portion of the lower mold, and the end of the steel plate is positioned 400 mm inside from the flat portion of the lower mold. .

Figure 2019177395
Figure 2019177395

表1に示すように、発明例である条件1〜8は、端曲げ角度の変動が抑えられ、溶接も問題なく行われた。鋼管のピーキング変動もAPI規格で要求される公差±3.2mmの1/5以下となり、その形状が優れていることがわかる。特に、「間隔」制御とした条件5〜8は、「シリンダ」制御とした条件1〜4に比べ、端曲げ角度やピーキングの小さくなっており、より優れていることがわかる。   As shown in Table 1, conditions 1 to 8, which are invention examples, were able to suppress fluctuations in the end bending angle and were also welded without any problem. The peaking fluctuation of the steel pipe is 1/5 or less of the tolerance ± 3.2 mm required by the API standard, which shows that the shape is excellent. In particular, it can be seen that conditions 5 to 8 in which the “interval” control is performed are superior to conditions 1 to 4 in which the “cylinder” control is performed because the end bending angle and peaking are smaller.

また、緩やかな逃げ部を設けた金型Bを用いた、条件1,2,5,6では、送りの境界部が目視ではほとんどわからず、送り境界部が目視で確認された、金型Aを用いた条件3,4,7,8よりも定常部変動が低く抑えられている。   Further, in the conditions 1, 2, 5, and 6 using the mold B provided with the gentle relief portion, the mold boundary A in which the boundary portion of the feed was hardly visually recognized and the boundary portion of the feed was visually confirmed. The steady-state fluctuation is suppressed to be lower than the conditions 3, 4, 7, and 8 using.

さらに、鋼板の長手方向の端部が平坦部の端部に位置するように停止した、条件1,3,5,7では、定常部の端曲げ角度変動と全長の端曲げ角度変動とが同じであるとともに、定常部のピーキング変動と全長のピーキング変動とが同じであり、その端曲げ量が全長で同じになったのに対し、鋼板の長手方向端部を下金型の平坦部の内側に位置させた条件2,4,6,8では、端部での端曲げ量が大きくなり全長での変動が大きくなった。   Furthermore, in conditions 1, 3, 5, and 7 where the longitudinal end portion of the steel plate is stopped so as to be positioned at the end portion of the flat portion, the end bending angle variation of the steady portion and the end bending angle variation of the full length are the same. In addition, the peaking fluctuation of the steady part and the peaking fluctuation of the full length are the same, and the end bending amount is the same over the entire length, whereas the longitudinal end of the steel plate is placed inside the flat part of the lower mold. In the conditions 2, 4, 6, and 8 positioned at, the end bending amount at the end portion was increased, and the variation in the entire length was increased.

一方、本発明による制御を行わなかった条件9では、発明例に比べて各種変動が大きく、送り境界部の形状の急激な変化が溶接トーチの倣い限界を超えたために溶接が緊急停止した。   On the other hand, in the condition 9 in which the control according to the present invention was not performed, various fluctuations were large as compared with the invention example, and the sudden stop of the shape of the feed boundary exceeded the copying limit of the welding torch, so that the welding was stopped urgently.

(実施例2)
長さ400mm×幅100mmのタブ板を先端部および尾端部にそれぞれ取付けた、引張強度550MPa、板幅2753mm×板厚38.1mm×長さ12mの鋼板を用意し、外径914mmの鋼管を製造した。端曲げに用いた上金型は曲率半径335mmの成形面を有し、鋼板の幅方向端部180mmの範囲に端曲げ角度24度を目標に端曲げを行った。その他の端曲げの条件である端曲げ装置や下金型、鋼板送り量は実施例1と同じとした。端曲げ後にその曲げ角度を測定した後、ベンディングプレス方式で円筒形に成形し、溶接を行い鋼管とした。
(Example 2)
A steel plate having a tensile strength of 550 MPa, a plate width of 2753 mm, a plate thickness of 38.1 mm, and a length of 12 m is prepared by attaching a tab plate having a length of 400 mm and a width of 100 mm to the tip and tail ends, and a steel pipe having an outer diameter of 914 mm is prepared. Manufactured. The upper die used for end bending had a forming surface with a radius of curvature of 335 mm, and end bending was performed in the range of 180 mm in the width direction end of the steel plate with an end bending angle of 24 degrees. The other end bending conditions, such as an end bending apparatus, a lower mold, and a steel sheet feed amount, were the same as those in Example 1. After the end bending, the bending angle was measured, and then formed into a cylindrical shape by a bending press method and welded to obtain a steel pipe.

端曲げ条件とその成形結果を表2に示す。表2中の項目および表記は実施例1と同じである。   Table 2 shows the end bending conditions and the molding results. The items and notations in Table 2 are the same as in Example 1.

Figure 2019177395
Figure 2019177395

表2に示すように、発明例である条件1〜8は、端曲げ角度の変動が抑えられ、溶接も問題なく行われた。鋼管のピーキング変動もAPI規格で要求される公差±3.2mmの1/6以下とその形状が優れていることがわかる。   As shown in Table 2, in the conditions 1 to 8 which are invention examples, the fluctuation of the end bending angle was suppressed, and welding was performed without any problem. It can be seen that the peaking fluctuation of the steel pipe is excellent in the shape of 1/6 or less of the tolerance ± 3.2 mm required by the API standard.

特に、「間隔」制御とした条件5〜8は、「シリンダ」制御とした条件1〜4に比べ、端曲げ角度やピーキングの変動が小さくなっており、優れていることがわかる。   In particular, it can be seen that conditions 5 to 8 in which the “interval” control is performed are superior to conditions 1 to 4 in which the “cylinder” control is performed, since the end bending angle and peaking fluctuation are small.

また,緩やかな逃げ部を設けた金型Bを用いた条件1,2,5,6では、送りの境界部が目視ではほとんどわからず、送りの境界部が目視で確認された、金型Aを用いた条件3,4,7,8よりも定常部の変動が低く抑えられている。   Further, in the conditions 1, 2, 5, and 6 using the mold B provided with the gentle relief portion, the mold boundary A in which the boundary portion of the feed was hardly recognized visually and the boundary portion of the feed was visually confirmed. The fluctuation of the stationary part is suppressed to be lower than the conditions 3, 4, 7, and 8 using.

さらに、鋼板の長手方向の端部が平坦部の端部に位置するように停止した、条件1,3,5,7では、定常部の端曲げ角度変動と全長の端曲げ角度変動とが同じであるとともに、定常部のピーキング変動と全長のピーキング変動とが同じであり、その端曲げ量が全長で同じになったのに対し、鋼板の長手方向端部を下金型の平坦部の内側に位置させた条件2,4,6,8では、端部での端曲げ量が大きくなり全長での変動が大きくなった。   Furthermore, in conditions 1, 3, 5, and 7 where the longitudinal end portion of the steel plate is stopped so as to be positioned at the end portion of the flat portion, the end bending angle variation of the steady portion and the end bending angle variation of the full length are the same. In addition, the peaking fluctuation of the steady part and the peaking fluctuation of the full length are the same, and the end bending amount is the same over the entire length, whereas the longitudinal end of the steel plate is placed inside the flat part of the lower mold. In the conditions 2, 4, 6, and 8 positioned at, the end bending amount at the end portion was increased, and the variation in the entire length was increased.

一方、本発明による制御を行わなかった条件9では、発明例に比べて各種変動が大きく、送り境界部の形状の急激な変化が溶接トーチの倣い限界を超えたために溶接が緊急停止した。   On the other hand, in the condition 9 in which the control according to the present invention was not performed, various fluctuations were large as compared with the invention example, and the sudden stop of the shape of the feed boundary exceeded the copying limit of the welding torch, so that the welding was stopped urgently.

(実施例3)
長さ400mm×幅100mmのタブ板を先端部および尾端部にそれぞれ取付けた、引張強度500MPa、板幅3232mm×板厚38.1mm×長さ12mの鋼板を用意し、外径1067mmの鋼管を製造した。端曲げに用いた上金型は曲率半径400mmの成形面を有する。鋼板の幅方向端部195mmの範囲に端曲げ角度22度を目標に端曲げを行った。その他の端曲げの条件である端曲げ装置や下金型、鋼板送り量は実施例1と同じした。端曲げ後にその曲げ角度を測定し、UプレスおよびOプレスを施して円筒形に成形し、溶接を行い鋼管とした。
(Example 3)
A steel plate having a tensile strength of 500 MPa, a plate width of 3232 mm, a plate thickness of 38.1 mm, and a length of 12 m is prepared by attaching a tab plate having a length of 400 mm and a width of 100 mm to the tip and tail ends, and a steel pipe having an outer diameter of 1067 mm. Manufactured. The upper mold used for end bending has a molding surface with a radius of curvature of 400 mm. End bending was performed in the range of 195 mm in the width direction end of the steel plate with an end bending angle of 22 degrees as a target. Other end bending conditions, such as an end bending apparatus, a lower mold, and a steel sheet feed amount, were the same as those in Example 1. After bending the end, the bending angle was measured, a U press and an O press were applied to form a cylindrical shape, and welded to obtain a steel pipe.

端曲げ条件とその成形結果を表3に示す。   Table 3 shows the end bending conditions and the molding results.

Figure 2019177395
Figure 2019177395

表3に示すように、発明例である条件1〜8は、端曲げ角度の変動が抑えられ、溶接も問題なく行われた。鋼管のピーキング変動もAPI規格で要求される公差±3.2mmの1/5以下とその形状が優れていることがわかる。   As shown in Table 3, conditions 1 to 8, which are invention examples, suppressed fluctuations in the end bending angle, and welding was performed without any problem. It can be seen that the shape of the steel pipe peaking fluctuation is excellent, as 1/5 or less of the tolerance ± 3.2 mm required by the API standard.

特に、「間隔」制御とした条件5〜8は、「シリンダ」制御とした条件1〜4に比べ、端曲げ角度やピーキングの変動が小さくなっており、優れていることがわかる。   In particular, it can be seen that conditions 5 to 8 in which the “interval” control is performed are superior to conditions 1 to 4 in which the “cylinder” control is performed, since the end bending angle and peaking fluctuation are small.

また、緩やかな逃げ部を設けた金型Bを用いた条件1,2,5,6では、送りの境界部が目視ではほとんどわからず、送りの境界部が目視で確認された、金型Aを用いた条件3,4,7,8よりも定常部の変動が低く抑えられている。   Further, in the conditions 1, 2, 5, and 6 using the mold B provided with the gentle relief portion, the mold boundary A in which the boundary portion of the feed was hardly recognized visually and the boundary portion of the feed was visually confirmed. The fluctuation of the stationary part is suppressed to be lower than the conditions 3, 4, 7, and 8 using.

さらに、鋼板の長手方向の端部が平坦部の端部に位置するように停止した、条件1,3,5,7では、定常部の端曲げ角度変動と全長の端曲げ角度変動とが同じであるとともに、定常部のピーキング変動と全長のピーキング変動とが同じであり、その端曲げ量が全長で同じになったのに対し、鋼板の長手方向端部を下金型の平坦部の内側に位置させた条件2,4,6,8では、端部での端曲げ量が大きくなり全長での変動が大きくなった。   Furthermore, in conditions 1, 3, 5, and 7 where the longitudinal end portion of the steel plate is stopped so as to be positioned at the end portion of the flat portion, the end bending angle variation of the steady portion and the end bending angle variation of the full length are the same. In addition, the peaking fluctuation of the steady part and the peaking fluctuation of the full length are the same, and the end bending amount is the same over the entire length, whereas the longitudinal end of the steel plate is placed inside the flat part of the lower mold. In the conditions 2, 4, 6, and 8 positioned at, the end bending amount at the end portion was increased, and the variation in the entire length was increased.

一方、本発明による制御を行わなかった条件9では、発明例に比べて各種変動が大きく、送り境界部の形状の急激な変化が溶接トーチの倣い限界を超えたために溶接が緊急停止した。   On the other hand, in the condition 9 in which the control according to the present invention was not performed, various fluctuations were large as compared with the invention example, and the sudden stop of the shape of the feed boundary exceeded the copying limit of the welding torch, so that the welding was stopped urgently.

本発明によれば、全長での変動の少ない端曲げ形状を得ることができる。   According to the present invention, it is possible to obtain an end bending shape with little variation in the entire length.

10 エッジミラー
20 鋼板の端曲げ装置
30 円筒成形装置
30A Uプレス
30B Oプレス
30C ベンディングプレス
40 接合装置
50 メカニカルエキスパンダ
21 搬送機構
21a 搬送ロール
22A,22B プレス機構
23 上金型
24 下金型
24a 平坦部
24b,24c 逃げ部
26 油圧シリンダ
62 検出器
64 サーボ弁
66 油圧ポンプ
68 制御装置
69 測距計
S 鋼板
Sa 先端部
Sb 尾端部
Sc,Sd 幅方向端部
St タブ板
DESCRIPTION OF SYMBOLS 10 Edge mirror 20 End bending apparatus of steel plate 30 Cylindrical forming apparatus 30A U press 30B O press 30C Bending press 40 Joining apparatus 50 Mechanical expander 21 Conveyance mechanism 21a Conveyance roll 22A, 22B Press mechanism 23 Upper die 24 Lower die 24a Flat Part 24b, 24c relief part 26 hydraulic cylinder 62 detector 64 servo valve 66 hydraulic pump 68 control device 69 range finder S steel plate Sa tip part Sb tail end part Sc, Sd width direction end part St tab plate

Claims (14)

鋼板の幅方向端部に対応して配置された一対の金型と、
前記一対の金型を近接方向に相対的に移動させる複数の金型移動手段と、
鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、
前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ方法であって、
鋼板の幅方向端部の曲げ成形時に、鋼板の曲げ角度が鋼板の長手方向で略等しくなるように、前記複数の金型移動手段の移動量を制御することを特徴とする鋼板の端曲げ方法。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet;
A plurality of mold moving means for relatively moving the pair of molds in the proximity direction;
Using a steel plate end bending device comprising a transport mechanism that transports the steel sheet as a transport direction along the longitudinal direction thereof,
While intermittently transporting the steel plate by the transport mechanism, by bending the steel plate in the width direction by moving the pair of molds relatively in the proximity direction, the width direction end of the steel plate is performed a plurality of times. It is an end bending method of a steel plate that performs bending over the entire length of the part,
An end bending method for a steel sheet, characterized in that the amount of movement of the plurality of mold moving means is controlled so that the bending angle of the steel sheet is substantially equal in the longitudinal direction of the steel sheet during bending of the end portion in the width direction of the steel sheet. .
鋼板の幅方向端部に対応して配置された一対の金型と、
前記一対の金型を近接方向に相対的に移動させる複数の金型移動手段と、
鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、
前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ方法であって、
鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御することを特徴とする、請求項1に記載の鋼板の端曲げ方法。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet;
A plurality of mold moving means for relatively moving the pair of molds in the proximity direction;
Using a steel plate end bending device comprising a transport mechanism that transports the steel sheet as a transport direction along the longitudinal direction thereof,
While intermittently transporting the steel plate by the transport mechanism, by bending the steel plate in the width direction by moving the pair of molds relatively in the proximity direction, the width direction end of the steel plate is performed a plurality of times. It is an end bending method of a steel plate that performs bending over the entire length of the part,
The plurality of mold moving means are controlled so that the amount of movement of the plurality of mold moving means is substantially equal during bending of the width direction end portion of the steel sheet. End bending method for steel sheet.
鋼板の幅方向端部に対応して配置された一対の金型と、
前記一対の金型を近接方向に相対的に移動させる複数の金型移動手段と、
鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、
前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ方法であって、
鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御することを特徴とする、請求項1に記載の鋼板の端曲げ方法。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet;
A plurality of mold moving means for relatively moving the pair of molds in the proximity direction;
Using a steel plate end bending device comprising a transport mechanism that transports the steel sheet as a transport direction along the longitudinal direction thereof,
While intermittently transporting the steel plate by the transport mechanism, by bending the steel plate in the width direction by moving the pair of molds relatively in the proximity direction, the width direction end of the steel plate is performed a plurality of times. It is an end bending method of a steel plate that performs bending over the entire length of the part,
2. The plurality of mold moving means are controlled so that the distance between the pair of molds is substantially equal in the conveying direction during bending of the width direction end of the steel plate. End bending method of steel plate.
前記一方の金型は、前記平坦部の、前記搬送方向の上流側および下流側にそれぞれ隣接して設けられた曲面からなる逃げ部を有し、前記平坦部と前記逃げ部とは、共通の接線を有して接続されていることを特徴とする、請求項1から3までのいずれか一項に記載の鋼板の端曲げ方法。   The one mold has a relief portion formed of a curved surface provided adjacent to the upstream side and the downstream side of the flat portion in the transport direction, and the flat portion and the relief portion are common to each other. The end bending method for a steel sheet according to any one of claims 1 to 3, wherein the end bending method is performed with a tangent line. 鋼板の幅方向端部への曲げ成形の最初のパスにて、前記搬送方向における鋼板の先端部を前記平坦部の前方端に合わせた位置とすることを特徴とする、請求項1から4までのいずれか一項に記載の鋼板の端曲げ方法。   In the first pass of bending to the width direction end of the steel plate, the front end of the steel plate in the transport direction is positioned at the front end of the flat portion. The end bending method of the steel plate as described in any one of these. 鋼板の幅方向端部への曲げ成形の最後のパスにて、前記搬送方向における鋼板の尾端部を前記平坦部の後方端に合わせた位置とすることを特徴とする、請求項1から5までのいずれか一項に記載の鋼板の端曲げ方法。   The last pass of the bending to the width direction end of the steel plate is a position where the tail end of the steel plate in the transport direction is aligned with the rear end of the flat portion. The end bending method of the steel plate as described in any one of the above. 鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿う方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ工程と、
両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形工程と、
突き合わされた鋼板の幅方向端部同士を溶接する接合工程と、を含む鋼管の製造方法であって、
鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御することを特徴とする鋼管の製造方法。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and a direction along the longitudinal direction of the steel sheet in the conveying direction A steel sheet end bending apparatus, and the steel sheet is intermittently transported by the transport mechanism while moving the pair of molds relatively in the proximity direction. By bending the end part a plurality of times, an end bending step of the steel sheet that performs bending over the entire length in the width direction end of the steel sheet,
A cylindrical forming step of forming a steel sheet bent at both ends in the width direction into a cylindrical shape and abutting the width direction ends of the steel sheets,
A joining step of welding end portions in the width direction of the butted steel sheets, and a method of manufacturing a steel pipe,
A method of manufacturing a steel pipe, comprising: controlling a plurality of mold moving means so that movement amounts of the plurality of mold moving means are substantially equal during bending of an end portion in the width direction of a steel plate.
鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿う方向を搬送方向として搬送する搬送機構と、を備える鋼板の端曲げ装置を用い、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ工程と、
両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形工程と、
突き合わされた鋼板の幅方向端部同士を溶接する接合工程と、を含む鋼管の製造方法であって、
鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御することを特徴とする鋼管の製造方法。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and a direction along the longitudinal direction of the steel sheet in the conveying direction A steel sheet end bending apparatus, and the steel sheet is intermittently transported by the transport mechanism while moving the pair of molds relatively in the proximity direction. By bending the end part a plurality of times, an end bending step of the steel sheet that performs bending over the entire length in the width direction end of the steel sheet,
A cylindrical forming step of forming a steel sheet bent at both ends in the width direction into a cylindrical shape and abutting the width direction ends of the steel sheets,
A joining step of welding end portions in the width direction of the butted steel sheets, and a method of manufacturing a steel pipe,
A method of manufacturing a steel pipe, comprising: controlling the plurality of mold moving means so that a distance between the pair of molds is substantially equal in the conveying direction during bending of a width direction end of a steel plate.
鋼板の幅方向端部に対応して配置された一対の金型と、
前記一対の金型を近接方向に相対的に移動させる金型移動手段と、
鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備え、
前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置であって、
鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御する制御手段を備えることを特徴とする鋼板の端曲げ装置。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet;
Mold moving means for relatively moving the pair of molds in the proximity direction;
A transport mechanism that transports the steel sheet as a transport direction in the direction along the longitudinal direction thereof, and
While intermittently transporting the steel plate by the transport mechanism, by bending the steel plate in the width direction by moving the pair of molds relatively in the proximity direction, the width direction end of the steel plate is performed a plurality of times. A steel sheet end bending apparatus that performs bending over the entire length of the part,
An end of a steel sheet comprising a control means for controlling the plurality of mold moving means so that the amount of movement of the plurality of mold moving means becomes substantially equal during bending of the width direction end of the steel sheet. Bending device.
鋼板の幅方向端部に対応して配置された一対の金型と、
前記一対の金型を近接方向に相対的に移動させる金型移動手段と、
鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を備え、
前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部の曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置であって、
鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御する制御手段を備えることを特徴とする鋼板の端曲げ装置。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet;
Mold moving means for relatively moving the pair of molds in the proximity direction;
A transport mechanism that transports the steel sheet as a transport direction in the direction along the longitudinal direction thereof, and
While intermittently transporting the steel plate by the transport mechanism, by bending the steel plate in the width direction by moving the pair of molds relatively in the proximity direction, the width direction end of the steel plate is performed a plurality of times. A steel sheet end bending apparatus that performs bending over the entire length of the part,
A control means for controlling the plurality of mold moving means is provided so that the distance between the pair of molds becomes substantially equal in the transport direction during bending of the width direction end of the steel sheet. End bending device.
前記一方の金型は、前記平坦部の、前記搬送方向の上流側および下流側にそれぞれ隣接して設けられた曲面からなる逃げ部を有し、前記平坦部と前記逃げ部とは、共通の接線を有して接続されていることを特徴とする、請求項9または10に記載の鋼板の端曲げ装置。   The one mold has a relief portion formed of a curved surface provided adjacent to the upstream side and the downstream side of the flat portion in the transport direction, and the flat portion and the relief portion are common to each other. The steel sheet end bending apparatus according to claim 9 or 10, wherein the end bending apparatus is connected with a tangent line. 鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を有し、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部へ曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置と、
両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形装置と、
突き合わされた鋼板の幅方向端部同士を溶接する接合装置と、を備える鋼管の製造設備であって、
前記鋼板の端曲げ装置は、鋼板の幅方向端部の曲げ成形時に、前記複数の金型移動手段の移動量が略等しくなるように、該複数の金型移動手段を制御する制御手段を備えることを特徴とする鋼管の製造設備。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and conveying the steel sheet in a direction along its longitudinal direction A bending mechanism that moves the pair of molds relatively in the proximity direction while intermittently conveying the steel sheet by the conveying mechanism. By performing a plurality of times, an end bending device for a steel sheet that performs bending over the entire length of the width direction end of the steel sheet, and
A cylindrical forming apparatus that forms a steel plate that is bent at both ends in the width direction into a cylindrical shape, and abuts the end portions in the width direction of the steel plate;
A steel pipe manufacturing facility comprising: a joining device that welds the widthwise ends of the abutted steel sheets;
The end bending apparatus for the steel sheet includes a control unit that controls the plurality of mold moving units so that the movement amounts of the plurality of mold moving units become substantially equal when the width direction end of the steel sheet is bent. Steel pipe manufacturing equipment characterized by that.
鋼板の幅方向端部に対応して配置された一対の金型と、前記一対の金型を近接方向に相対的に移動させる金型移動手段と、鋼板をその長手方向に沿った方向を搬送方向として搬送する搬送機構と、を有し、前記搬送機構により鋼板を間欠的に搬送しながら、前記一対の金型を近接方向に相対的に移動させることによる鋼板の幅方向端部へ曲げ成形を複数回行うことで、鋼板の幅方向端部に全長に亘って曲げ成形を施す鋼板の端曲げ装置と、
両幅方向端部に曲げ成形が施された鋼板を円筒形に成形し、鋼板の幅方向端部同士を突き合わせる円筒成形装置と、
突き合わされた鋼板の幅方向端部同士を溶接する接合装置と、を備える鋼管の製造設備であって、
前記鋼板の端曲げ装置は、鋼板の幅方向端部の曲げ成形時に、前記一対の金型の間隔が前記搬送方向で略等しくなるように、前記複数の金型移動手段を制御する制御手段を備えることを特徴とする鋼管の製造設備。
A pair of molds arranged corresponding to the widthwise ends of the steel sheet, mold moving means for relatively moving the pair of molds in the proximity direction, and conveying the steel sheet in a direction along its longitudinal direction A bending mechanism that moves the pair of molds relatively in the proximity direction while intermittently conveying the steel sheet by the conveying mechanism. By performing a plurality of times, an end bending device for a steel sheet that performs bending over the entire length of the width direction end of the steel sheet, and
A cylindrical forming apparatus that forms a steel plate that is bent at both ends in the width direction into a cylindrical shape, and abuts the end portions in the width direction of the steel plate;
A steel pipe manufacturing facility comprising: a joining device that welds the widthwise ends of the abutted steel sheets;
The end bending apparatus for the steel plate includes a control means for controlling the plurality of mold moving means so that a distance between the pair of molds is substantially equal in the conveying direction at the time of bending the end portion in the width direction of the steel plate. A steel pipe manufacturing facility comprising:
前記一方の金型は、前記平坦部の、前記搬送方向の上流側および下流側にそれぞれ隣接して設けられた曲面からなる逃げ部を有し、前記平坦部と前記逃げ部とは、共通の接線を有して接続されていることを特徴とする、請求項12または13に記載の鋼管の製造設備。   The one mold has a relief portion formed of a curved surface provided adjacent to the upstream side and the downstream side of the flat portion in the transport direction, and the flat portion and the relief portion are common to each other. The steel pipe manufacturing equipment according to claim 12 or 13, wherein the steel pipe manufacturing equipment is connected with a tangent line.
JP2018068080A 2018-03-30 2018-03-30 Bending method and device of end of steel plate, manufacturing method of steel pipe, and equipment Pending JP2019177395A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113477763A (en) * 2021-07-27 2021-10-08 温州国乐不锈钢管业有限公司 Automatic stainless steel pipe bending equipment and pipe bending process
CN114260338A (en) * 2021-12-24 2022-04-01 金保莱管道系统江苏有限公司 Be used for automatic centre gripping cutting machine of stainless steel pipe
CN120055101A (en) * 2025-04-25 2025-05-30 淄博龙冠建材有限公司 Z-shaped steel deformation processing equipment

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113477763A (en) * 2021-07-27 2021-10-08 温州国乐不锈钢管业有限公司 Automatic stainless steel pipe bending equipment and pipe bending process
CN113477763B (en) * 2021-07-27 2023-06-02 温州国乐不锈钢管业有限公司 Automatic stainless steel pipe bending equipment and pipe bending processing technology
CN114260338A (en) * 2021-12-24 2022-04-01 金保莱管道系统江苏有限公司 Be used for automatic centre gripping cutting machine of stainless steel pipe
CN114260338B (en) * 2021-12-24 2023-11-10 金保莱管道系统江苏有限公司 Be used for stainless steel pipe automatic clamping cutting machine
CN120055101A (en) * 2025-04-25 2025-05-30 淄博龙冠建材有限公司 Z-shaped steel deformation processing equipment

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