JPH0760352A - Method and device for straightening camber of plate - Google Patents
Method and device for straightening camber of plateInfo
- Publication number
- JPH0760352A JPH0760352A JP21050493A JP21050493A JPH0760352A JP H0760352 A JPH0760352 A JP H0760352A JP 21050493 A JP21050493 A JP 21050493A JP 21050493 A JP21050493 A JP 21050493A JP H0760352 A JPH0760352 A JP H0760352A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- camber
- initial
- points
- amount
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
Landscapes
- Straightening Metal Sheet-Like Bodies (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、板のキャンバ矯正方法
および装置に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a plate camber straightening method and apparatus.
【0002】[0002]
【従来の技術】一般に板のキャンバ矯正においては以下
のような方法が行われている。 (a)3点繰り返し曲げ方法 図6に示すように、板10の一部をピンチローラ11、
12で挟んで長手方向に順次送るようにし、2個の圧下
装置13、14をキャンバ凹側に配設し、キャンバ凸側
に1個の圧下装置15を配設して、順次キャンバ矯正を
行う。すなわち、板厚t、板幅W、材料のヤング率E、
降伏応力σによって定まる圧下荷重Pを設定し、板10
を順次搬送しながらキャンバ凹側の比較的近接した2点
を支持しその中央のキャンバ凸側の1点を圧下する3点
曲げを、板長手方向に多数回繰り返し、事後、キャンバ
量を測定し、測定値が設定許容値以内に入るまで板全長
を繰り返し3点曲げ矯正する。 (b)フランジ付きレベラによる曲げ矯正方法。2. Description of the Related Art Generally, the following method is used for correcting the camber of a plate. (A) 3-point repeated bending method As shown in FIG.
It is sandwiched by 12 and fed sequentially in the longitudinal direction, two reduction devices 13 and 14 are arranged on the concave side of the camber, and one reduction device 15 is arranged on the convex side of the camber to sequentially correct the camber. . That is, the plate thickness t, the plate width W, the Young's modulus E of the material,
The rolling load P determined by the yield stress σ is set, and the plate 10
While sequentially transporting, the three-point bending in which two relatively close points on the concave side of the camber are supported and one point on the convex side of the camber at the center is pressed down is repeated many times in the longitudinal direction of the plate, and after that, the camber amount is measured. Repeat the three-point bending correction for the entire length of the plate until the measured value falls within the set allowable value. (B) A straightening method using a leveler with a flange.
【0003】図7(a)に側面図を、図7(b)に平面
図を示すように、フランジ22を交互に取付け、スラス
ト軸受23を装着したレベラローラ21のフランジによ
って曲げ矯正を行う方法で、板10が狭幅材である場合
に用いられる。As shown in the side view of FIG. 7 (a) and the plan view of FIG. 7 (b), the flanges 22 are alternately mounted and the straightening is performed by the flange of the leveler roller 21 having the thrust bearing 23 mounted thereon. , Is used when the plate 10 is a narrow material.
【0004】[0004]
【発明が解決しようとする課題】従来の3点繰り返し曲
げ方法では、以下のような問題があった。 (1)局所的なキャンバ矯正はできるが、板全長のキャ
ンバは1回では矯正できない。従って、作業効率が悪
い。 (2)3点曲げでは矯正に最適な均一な曲げモーメント
分布が得られない。また板折れが生ずる原因ともなる。 (3)多数回繰り返し矯正する必要があるので、板一枚
の矯正に長時間かかる。 (4)圧下荷重はオペレータの経験により定めることが
多いが、圧下荷重Pの設定誤差が矯正後の板形状に対し
て大きく影響を与える。The conventional three-point repeated bending method has the following problems. (1) Although the camber can be locally corrected, the camber of the entire length of the plate cannot be corrected by one time. Therefore, work efficiency is poor. (2) A three-point bending cannot obtain a uniform bending moment distribution that is optimum for straightening. It also causes a plate break. (3) Since it is necessary to repeat the correction many times, it takes a long time to correct one plate. (4) The rolling load is often determined by the experience of the operator, but the setting error of the rolling load P greatly affects the plate shape after correction.
【0005】また、上記フランジ付きのレベラによる曲
げ矯正方法では次のような問題があった。 (1)曲げ精度が悪く、精度良く矯正できない。 (2)広幅材に対しては、変形が板中央まで到達しない
ので矯正できない。Further, the bending straightening method using the leveler with the flange has the following problems. (1) The bending accuracy is poor and cannot be corrected accurately. (2) For wide materials, the deformation does not reach the center of the plate, so it cannot be corrected.
【0006】[0006]
【課題を解決するための手段】本発明は、前記問題点を
解決するために提案されたもので、板キャンバを矯正す
るに当たり、キャンバ凹側の板の長手方向両端を支持
し、キャンバ凸側の2以上の点に加える押圧力又は押込
量を、キャンバ量、板の寸法及び板の物性に応じて定
め、該押圧力又は押込量を一時に作用させることを特徴
とする板キャンバ矯正方法である。The present invention has been proposed in order to solve the above-mentioned problems, and in correcting a plate camber, it supports both ends in the longitudinal direction of the plate on the camber concave side and the camber convex side. In the plate camber straightening method, the pressing force or the pressing amount applied to two or more points is determined according to the camber amount, the size of the plate and the physical properties of the plate, and the pressing force or the pressing amount is applied at one time. is there.
【0007】この方法を好適に実施することができる本
発明の装置は、板の両端をクランプするクランプと、キ
ャンバ凸側の2以上の点を押圧する圧下装置とを備えた
ことを特徴とする板キャンバ矯正装置である。この装置
は板長に応じてクランプ位置及び圧下装置の位置を可変
とすることにより、板の長さに対応させることができ、
また、板の諸元及びキャンバ量に応じて、適正な押圧力
又は変位を加えるべき位置及び大きさを定め、これを付
与することができる。The apparatus of the present invention which can suitably carry out this method is characterized by comprising a clamp for clamping both ends of the plate and a reduction device for pressing two or more points on the convex side of the camber. It is a plate camber straightening device. This device can be adapted to the plate length by making the clamp position and the position of the reduction device variable according to the plate length.
Further, it is possible to determine the position and size to which an appropriate pressing force or displacement is applied according to the specifications of the plate and the amount of camber, and to apply this.
【0008】[0008]
【作用】本発明は、測定した初期板形状に基いて曲げ量
を定め、板に4点曲げ又は5点以上の曲げを与えること
によって、初期キャンバを1回の矯正動作で精度良く矯
正するようにしたものである。本発明の板キャンバの矯
正方法を図3によって具体的に説明する。 (a)測定済みの初期板形状y0 より、初期曲率1/ρ
0 を求める。 (b)矯正後の曲率1/ρ=0とするための最適な曲げ
モーメントMを定める。この曲げモーメントMは、初期
曲率1/ρ0 、圧下位置、ならびに、板の寸法及び物性
すなわち板長L、板厚t、板幅W、降伏応力σ、材料の
ヤング率Eより求める。4点曲げの時は、中央部で一様
な曲げモーメントM0 となる。初期曲率1/ρ0 が一定
とみなせるときは、理想的な矯正が可能となる。 (c)圧下装置仕様内で(b)で求めた曲げモーメント
Mに最も近い曲げモーメント分布を得るような圧下装置
押込量Δy及びライン方向の押込位置L1 を求める。押
込量Δyの代わりに加えるべき押圧力Pを求めてもよ
い。 (d)圧下装置で上記押込量Δyだけ圧下し、又は一定
押圧力Pで圧下し、ついで除荷する。According to the present invention, the bending amount is determined based on the measured initial plate shape, and the plate is bent at four points or at five points or more, so that the initial camber is accurately corrected by one correction operation. It is the one. The method for correcting the plate camber of the present invention will be specifically described with reference to FIG. (A) From the measured initial plate shape y 0 , the initial curvature 1 / ρ
Ask for 0 . (B) Determine an optimum bending moment M for making the corrected curvature 1 / ρ = 0. The bending moment M is determined from the initial curvature 1 / ρ 0 , the rolling position, and the plate size and physical properties, that is, the plate length L, the plate thickness t, the plate width W, the yield stress σ, and the Young's modulus E of the material. In the case of four-point bending, the bending moment M 0 is uniform at the center. When the initial curvature 1 / ρ 0 can be regarded as constant, ideal correction is possible. (C) The pressing device pushing amount Δy and the pushing position L 1 in the line direction that obtain the bending moment distribution closest to the bending moment M obtained in (b) within the specifications of the rolling device are obtained. The pressing force P to be applied may be obtained instead of the pressing amount Δy. (D) The pressure is reduced by the pressing amount Δy by the pressure reducing device or by a constant pressure P, and then the load is removed.
【0009】上記(a)〜(d)の工程に従う矯正方法
により、曲率が長手方向に一定の初期板キャンバ形状を
持つ板に対して、1回の矯正動作でキャンバ量を精度良
く均一に矯正することができる。By the straightening method according to the steps (a) to (d), a plate having an initial plate camber shape with a constant curvature in the longitudinal direction is accurately and uniformly corrected with a single correction operation. can do.
【0010】[0010]
【実施例】図1は本発明の一実施例装置を示す平面図、
図2はその一部の立面図である。キャンバを矯正すべき
板10はピンチローラ4によって搬送される。板10の
両端はクランプ装置1a,1b,1c,1dによって板
10の両側をクランプされる。クランプ装置は板の長さ
に合わせて位置を調節することができ、例えば、図1の
向かって右側のクランプ装置1b、1dは、左右に移動
し、板10の長さに合わせて位置を固定するようになっ
ている。圧下装置2a,2bは、位置決め装置6によっ
て左右に移動可能になっており、クランプ位置からの距
離を調整して圧下位置を定める。1 is a plan view showing an apparatus according to an embodiment of the present invention,
FIG. 2 is an elevation view of a part thereof. The plate 10 for correcting the camber is conveyed by the pinch roller 4. Both ends of the plate 10 are clamped on both sides of the plate 10 by the clamp devices 1a, 1b, 1c and 1d. The position of the clamp device can be adjusted according to the length of the plate. For example, the clamp devices 1b and 1d on the right side in FIG. 1 move left and right to fix the position according to the length of the plate 10. It is supposed to do. The rolling down devices 2a and 2b are movable left and right by the positioning device 6, and adjust the distance from the clamp position to determine the rolling down position.
【0011】この装置を用いて板キャンバの矯正を行っ
た。図4(a)に示すように板長L、板中央の初期キャ
ンバ量C0 の板の両端部近傍をクランプし、このクラン
プ部からL1 だけ中央よりの2点に圧下装置を配置す
る。次に、図4(b)に示す押込量(圧下変位)Δyを
与えて圧下する。押込量Δyは、例えば図5に示すよう
に与えられる。図5は板材がHTP540、ヤング率E
=21000kgf/mm2 、降伏応力σy=54kg
f/mm2 、板幅W=400mm、板厚t=8mm、圧
力装置位置がクランプ部から500mmのとき、板長が
それぞれL=5m、10mについて初期キャンバ量C0
(mm)に対するΔy(mm)の関係を示したものであ
る。表1はこれを数値的に示した表である。A plate camber was straightened using this apparatus. As shown in FIG. 4A, the plate length L and the center of the plate having the initial camber amount C 0 are clamped in the vicinity of both ends of the plate, and the rolling down devices are arranged at two points L 1 from the center from the clamp portion. Next, the pushing amount (rolling displacement) Δy shown in FIG. The pushing amount Δy is given as shown in FIG. 5, for example. In Figure 5, the plate material is HTP540, Young's modulus E
= 21000 kgf / mm 2 , yield stress σy = 54 kg
When f / mm 2 , plate width W = 400 mm, plate thickness t = 8 mm, and pressure device position is 500 mm from the clamp part, the initial camber amount C 0 for plate lengths L = 5 m and 10 m, respectively.
It shows the relationship of Δy (mm) with respect to (mm). Table 1 is a table showing this numerically.
【0012】[0012]
【表1】 ──────────────────────── L C0 (mm) Δy(mm) ──────────────────────── 10m 10 37.0 10m 5 34.7 10m 2 32.9 5m 10 21.2 5m 5 18.7 5m 2 16.8 ──────────────────────── この板について、L=10m、C0 =10mmのときΔ
y=37mmとして圧下し、1回の矯正動作で矯正し
た。除荷後は図4(c)に示すように、矯正後キャンバ
量δc ≒±1mm以内の精度で矯正することができた。[Table 1] ──────────────────────── L C 0 (mm) Δy (mm) ───────────── ──────────── 10m 10 37.0 10m 5 34.7 10m 2 32.9 5m 10 21.2 5m 5 18.7 5m 2 16.8 ───────── ──────────────── For this plate, when L = 10 m and C 0 = 10 mm Δ
The pressure was set to y = 37 mm, and it was corrected by one correction operation. After unloading, as shown in FIG. 4C, the post-correction camber amount δ c ≅ ± 1 mm could be corrected with accuracy.
【0013】以上のように、図1の装置により、測定ず
みの初期板形状に対応して、クランプ装置1c、1d、
圧下装置2a、2bにより4点曲げを与えることにより
初期キャンバ量C0 =+10mmから矯正後キャンバ量
δc =±1mm以内にすることができた。これに対し
て、従来の3点曲げ繰り返し方法では、C0 =10mm
のとき圧下装置の押力35tonfで板を送りながらピ
ツチ500mmごとに20回矯正し、矯正後のキャンバ
量がδc =±1mmとなった。As described above, with the apparatus shown in FIG. 1, the clamping devices 1c, 1d,
By applying 4-point bending by the reduction devices 2a and 2b, the initial camber amount C 0 = + 10 mm to the post-correction camber amount δ c = ± 1 mm could be achieved. On the other hand, in the conventional three-point bending repeating method, C 0 = 10 mm
At that time, the plate was fed with a pressing force of 35 tonf of the pressing device and was straightened 20 times for each pitch of 500 mm, and the camber amount after straightening was δ c = ± 1 mm.
【0014】従来技術では、1回の矯正では、初期キャ
ンバ量C0 =±10mmから矯正後キャンバ量δc =±
5mm程度にしかできず、繰り返し矯正する必要があっ
たが、実施例では1回の矯正動作で矯正後キャンバ量δ
c =±1mm以内にすることができた。なお、上記実施
例では、一方の圧下装置が板長に合わせて可動の場合に
ついて説明したが、両方の圧下装置が可動の装置として
もよく、同型の装置を多数台設置し、板長に応じて装置
を選択して使用するようにした装置でもよい。In the prior art, in one correction, the initial camber amount C 0 = ± 10 mm to the post-correction camber amount δ c = ±.
It was possible to make it only about 5 mm and it was necessary to repeatedly correct it. However, in the embodiment, the amount of camber δ after correction is one correction operation.
It was possible to be within c = ± 1 mm. In addition, in the above embodiment, the case where one of the rolling down devices is movable according to the plate length has been described, but both rolling down devices may be movable devices, and a large number of devices of the same type are installed, depending on the plate length. It may be a device adapted to select and use the device.
【0015】また上記実施例では、クランプ位置と圧下
装置間の距離が可変の場合について説明したが、クラン
プと圧下装置間の距離は固定でもよい。In the above embodiment, the case where the distance between the clamp position and the reduction device is variable has been described, but the distance between the clamp and the reduction device may be fixed.
【0016】[0016]
【発明の効果】本発明は、板キャンバの矯正に当たり両
端をクランプして2以上の点で圧下し、初期形状により
圧下装置の押込量及びライン方向の押込位置を制御し
て、板に4点曲げ又は5点以上曲げを与えるようにした
から、初期キャンバを1回で精度良く均一に矯正するこ
とができる。また、変形が全体に一様となるので、局所
的な板の強度低下を防ぐという効果もある。According to the present invention, when the plate camber is straightened, both ends are clamped and pressed at two or more points, and the pressing amount of the pressing device and the pressing position in the line direction are controlled by the initial shape, and four points are applied to the plate. Since the bending is performed or the bending is performed at five points or more, the initial camber can be accurately and uniformly corrected once. Further, since the deformation is uniform over the whole, there is also an effect of preventing a local reduction in the strength of the plate.
【図1】本発明の板キャンバ矯正装置を示す平面図であ
る。FIG. 1 is a plan view showing a plate camber straightening device of the present invention.
【図2】本発明の板キャンバ矯正装置を示す立面図であ
る。FIG. 2 is an elevational view showing a plate camber straightening device of the present invention.
【図3】板キャンバ矯正装置の作用を示す説明図であ
る。FIG. 3 is an explanatory view showing the operation of the plate camber straightening device.
【図4】実施例の板キャンバ矯正を示す説明図である。FIG. 4 is an explanatory diagram showing plate camber correction according to the embodiment.
【図5】板キャンバ矯正のために加える圧下量の例を示
すグラフである。FIG. 5 is a graph showing an example of the amount of reduction applied for straightening a plate camber.
【図6】従来の板キャンバ矯正装置を示す平面図であ
る。FIG. 6 is a plan view showing a conventional plate camber straightening device.
【図7】従来の板キャンバ矯正装置を示す(a)側面
図、(b)平面図である。7 (a) is a side view and FIG. 7 (b) is a plan view showing a conventional plate camber straightening device.
1a、1b、1c、1d クランプ装置 2a、2b 圧下装置 4 ピンチロー
ラ 6 位置決め装置 10 板 11、12 ピンチローラ 13、14、15
圧下装置 21 レベラローラ 22 フランジ1a, 1b, 1c, 1d Clamping device 2a, 2b Rolling down device 4 Pinch roller 6 Positioning device 10 Plate 11, 12 Pinch roller 13, 14, 15
Reduction device 21 Leveler roller 22 Flange
Claims (3)
バ凹側の板の長手方向両端を支持し、キャンバ凸側の2
以上の点に加える押圧力又は押込量を、キャンバ量、板
の寸法及び板の物性に応じて定め、該押圧力又は押込量
を一時に作用させることを特徴とする板キャンバ矯正方
法。1. When correcting a plate camber, both ends of the plate on the camber concave side are supported in the longitudinal direction, and two camber convex sides are supported.
A plate camber straightening method characterized in that the pressing force or the pressing amount applied to the above points is determined according to the camber amount, the plate size and the physical properties of the plate, and the pressing force or the pressing amount is applied at one time.
ャンバ凸側の2以上の点を押圧する圧下装置とを備えた
ことを特徴とする板キャンバ矯正装置。2. A plate camber straightening device comprising a clamp for clamping both ends of the plate and a pressing device for pressing two or more points on the convex side of the camber.
の位置を可変としたことを特徴とする請求項2記載の板
キャンバ矯正装置。3. The plate camber straightening device according to claim 2, wherein the clamp position and the position of the reduction device are variable in accordance with the plate length.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21050493A JP3209471B2 (en) | 1993-08-25 | 1993-08-25 | Board camber straightening method and apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP21050493A JP3209471B2 (en) | 1993-08-25 | 1993-08-25 | Board camber straightening method and apparatus |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0760352A true JPH0760352A (en) | 1995-03-07 |
JP3209471B2 JP3209471B2 (en) | 2001-09-17 |
Family
ID=16590466
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP21050493A Expired - Fee Related JP3209471B2 (en) | 1993-08-25 | 1993-08-25 | Board camber straightening method and apparatus |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3209471B2 (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103433336A (en) * | 2013-07-22 | 2013-12-11 | 燕山大学 | Four-point bending back-and-forth pressure straightening method of profile and straightening device |
CN106180266A (en) * | 2015-05-05 | 2016-12-07 | 五冶集团上海有限公司 | A kind of straightening method of crane beam stiffener |
-
1993
- 1993-08-25 JP JP21050493A patent/JP3209471B2/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN103433336A (en) * | 2013-07-22 | 2013-12-11 | 燕山大学 | Four-point bending back-and-forth pressure straightening method of profile and straightening device |
CN106180266A (en) * | 2015-05-05 | 2016-12-07 | 五冶集团上海有限公司 | A kind of straightening method of crane beam stiffener |
Also Published As
Publication number | Publication date |
---|---|
JP3209471B2 (en) | 2001-09-17 |
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