JPH1076320A - Method for bending stepped steel sheet - Google Patents
Method for bending stepped steel sheetInfo
- Publication number
- JPH1076320A JPH1076320A JP25082596A JP25082596A JPH1076320A JP H1076320 A JPH1076320 A JP H1076320A JP 25082596 A JP25082596 A JP 25082596A JP 25082596 A JP25082596 A JP 25082596A JP H1076320 A JPH1076320 A JP H1076320A
- Authority
- JP
- Japan
- Prior art keywords
- steel plate
- bending
- steel sheet
- stepped
- bent
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Landscapes
- Building Environments (AREA)
- Bending Of Plates, Rods, And Pipes (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は段付き鋼板の折曲げ
方法に係り、さらに詳しくは建築用の断熱壁パネルの段
付き鋼板を折曲げる段付き鋼板の折曲げ方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of bending a stepped steel plate, and more particularly to a method of bending a stepped steel plate of a heat insulating wall panel for a building.
【0002】[0002]
【従来の技術】建築用の建材として断熱壁パネルが知ら
れている。断熱壁パネルは一定の間隔を存して内皮材
(内側鋼板)と外皮材(外側鋼板)とを配置し、これら
内側鋼板と外側鋼板との間に芯材(断熱材)を詰込んだ
ものである。2. Description of the Related Art Insulated wall panels are known as building materials for construction. Insulated wall panels have an inner skin material (inner steel plate) and an outer skin material (outer steel plate) arranged at regular intervals, and a core material (insulation material) is packed between these inner steel plate and outer steel plate. It is.
【0003】この断熱壁パネルで建築物の壁部を形成す
る場合、断熱壁パネルの外側鋼板の連結端部を略直角に
折曲げ、この連結端部の折曲部を利用して断熱壁パネル
と他の断熱壁パネルとを連結している。このように、複
数の断熱壁パネルを並べて連結することにより所望のサ
イズの断熱壁部が形成されていた。When a wall of a building is formed by using the heat insulating wall panel, the connecting end of the outer steel plate of the heat insulating wall panel is bent substantially at a right angle, and the bent portion of the connecting end is used to make use of the bent portion of the heat insulating wall panel. And other heat insulation wall panels. In this way, a plurality of heat insulating wall panels are arranged and connected to form a heat insulating wall of a desired size.
【0004】以下に、断熱壁パネルの外側鋼板の連結端
部を略直角に折曲げる方法を説明する。 図3(a)、
(b)は従来の段付き鋼板の折曲げ方法の説明図であ
る。図3(a)において、鋼板折曲げ装置50に断熱壁
パネル1を載せて、外側鋼板2を揺動部51に配置す
る。つぎに、外側鋼板2を載台52と押え部53とでク
ランプする。[0004] A method of bending the connection end of the outer steel plate of the heat insulating wall panel at a substantially right angle will be described below. FIG. 3 (a),
(B) is an explanatory view of a conventional method for bending a stepped steel plate. In FIG. 3A, the heat insulating wall panel 1 is placed on the steel plate bending device 50, and the outer steel plate 2 is arranged on the swing part 51. Next, the outer steel plate 2 is clamped by the mounting table 52 and the pressing portion 53.
【0005】この状態で、揺動部51を支軸54を中心
にして反時計回り方向(矢印方向)に回動するものであ
るが、その結果を図3(b)に示す。また揺動部51を
支軸54を中心にして、略90°反時計回り方向に回動
させることにより、外側鋼板2の連結端部2cを略直角
に折曲げるが、その結果を図4に示す。In this state, the swing part 51 is rotated counterclockwise (in the direction of the arrow) about the support shaft 54, and the result is shown in FIG. 3 (b). Further, by pivoting the swinging portion 51 in the counterclockwise direction about 90 ° about the support shaft 54, the connecting end 2c of the outer steel plate 2 is bent at a substantially right angle, and the result is shown in FIG. Show.
【0006】[0006]
【発明が解決しようとする課題】図4は、従来の段付き
鋼板を折曲げた際の状態を示す斜視図である。外側鋼板
2は連結端部2cが略90°折曲げられ、段部5の折曲
部の表面並びに角部に曲歪6を発生させる。この曲歪6
は、断熱壁パネル1の表面並びに角部に発生するため、
これを用いると建築物の外観が損なわれることになる。FIG. 4 is a perspective view showing a state where a conventional stepped steel plate is bent. The outer steel plate 2 is bent at approximately 90 ° at the connection end 2 c, and generates a bending strain 6 on the surface and the corner of the bent portion of the step portion 5. This distortion 6
Is generated on the surface and corners of the heat insulating wall panel 1,
This will impair the appearance of the building.
【0007】この問題を解消する方法として、従来より
外側鋼板2の段部5付近に鋏で切込み8を入れ(図5参
照)、この切込8の存在により曲歪6を発生させる応力
を押さえようとする、段部を折曲げる方法が知られてい
る(図3参照)。As a method for solving this problem, a notch 8 is conventionally formed near the step 5 of the outer steel plate 2 with scissors (see FIG. 5), and the stress which causes the bending distortion 6 due to the presence of the notch 8 is suppressed. There is known a method of bending a stepped portion to be made (see FIG. 3).
【0008】図5は、従来の段付き鋼板の折曲げ状態を
示す斜視図である。図4と同様に、外側鋼板2は連結端
部2cが略直角に折曲げられている。図5の場合、折曲
げ時の曲歪を切込み8で逃がすことができるので、段部
5の折曲部表面並びに角部に曲歪6(図5参照)を発生
させないこととなる。しかし、断熱壁パネル1の表面に
は、切込み8及びその先端部8aが表れてしまうので、
著しく外観が悪くなりかつ耐久性も低下する。FIG. 5 is a perspective view showing a bent state of a conventional stepped steel plate. As in FIG. 4, the outer steel plate 2 is bent at a substantially right angle at the connection end 2c. In the case of FIG. 5, the bending distortion at the time of bending can be released by the cut 8, so that the bending distortion 6 (see FIG. 5) is not generated on the surface of the bent portion and the corner of the step portion 5. However, since the cut 8 and its tip 8a appear on the surface of the heat insulating wall panel 1,
The appearance is remarkably deteriorated and the durability is lowered.
【0009】この発明は、段付き鋼板の段部に切込み8
を入れないで、かつ段付き鋼板の折曲部表面並びに角部
に曲歪を発生させないで、段付き鋼板をきれいに折曲げ
ることができる段付き鋼板の折曲げ方法を提供して上述
の問題点を解消しようとするものである。According to the present invention, a step 8 is formed in a step of a stepped steel plate.
A method for bending a stepped steel sheet which can bend the stepped steel sheet neatly without inserting a bent portion and without generating a bending distortion on a bent portion surface and a corner portion of the stepped steel plate. Is to be solved.
【0010】[0010]
【課題を解決するための手段】このため本発明の請求項
1は、段部を備えた段付き鋼板を、前記段部に略直交さ
せてクランプし、このクランプ部から前記段付き鋼板を
折曲げる段付き鋼板の折曲げ方法において、前記段付き
鋼板のクランプ部近傍に押付け部材を当接し、この押付
け部材を前記段付き鋼板の自由端に向かってしごくよう
に移動させながら段付き鋼板を折曲げることを特徴とす
る。According to a first aspect of the present invention, a stepped steel plate having a step portion is clamped substantially perpendicularly to the step portion, and the stepped steel plate is folded from the clamp portion. In the method of bending a stepped steel plate to be bent, a pressing member is brought into contact with a vicinity of a clamp portion of the stepped steel plate, and the stepped steel plate is bent while moving the pressing member toward the free end of the stepped steel plate. It is characterized by bending.
【0011】上記した請求項1に係る段付き鋼板の折曲
げ方法は、押付け部材を段付き鋼板のクランプ部から自
由端に向かってしごくように移動させながら、段付き鋼
板を折曲げる。これにより、段付き鋼板のクランプ部
(すなわち、段付き鋼板の折曲部)に引張力をかけなが
ら段付き鋼板の段部を折曲げることができるので、段付
き鋼板の段部の折曲部付近に発生しようとする曲歪を自
由端方向に強制的に分散させることができる。In the method for bending a stepped steel plate according to the first aspect, the stepped steel plate is bent while the pressing member is moved from the clamp portion of the stepped steel plate toward the free end. As a result, the step portion of the stepped steel plate can be bent while applying a tensile force to the clamp portion of the stepped steel plate (that is, the bent portion of the stepped steel plate). It is possible to forcibly disperse the bending distortion to be generated in the vicinity in the free end direction.
【0012】これにより、段付き鋼板を折曲げる前に段
付き鋼板の段部に切込みを入れて曲歪を逃がすという従
来方法を採用しなくても、段部の折曲部付近に曲歪を発
生させないで段付き鋼板をきれいに折曲げることが可能
となる。[0012] Thus, even if the conventional method of making a cut in the step portion of the stepped steel sheet to release the bending distortion before bending the stepped steel sheet to release the bending distortion is adopted, the bending distortion can be caused near the bent portion of the stepped steel sheet. The stepped steel plate can be bent neatly without causing the generation.
【0013】[0013]
【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。なお、断熱壁パネルは従来技術の
図3〜図5と同一部材なので、同一符号を付して説明を
省略する。図1は、本発明に係る段付き鋼板の折曲げ装
置の斜視図である。Embodiments of the present invention will be described below with reference to the drawings. Since the heat insulating wall panel is the same as that of the conventional art shown in FIGS. 3 to 5, the same reference numerals are given and the description is omitted. FIG. 1 is a perspective view of a stepped steel plate bending apparatus according to the present invention.
【0014】段付き鋼板の折曲げ装置10は、断熱壁パ
ネル1を載せる装置本体11と、断熱壁パネル1の外側
鋼板(段付き鋼板)2をクランプするクランプ手段12
と、断熱壁パネル1の外側鋼板2を折曲げる押付け部材
16と、押付け部材16の両端部に連結されて略水平に
配置された一対の押付けシリンダ18,18と、押付け
部材16の両端部に連結されて略垂直に配置された一対
の昇降シリンダ25,25とからなる。符号3は内側鋼
板、4は断熱材である。The stepped steel plate bending apparatus 10 includes an apparatus body 11 on which the heat insulating wall panel 1 is mounted, and a clamping means 12 for clamping the outer steel sheet (stepped steel sheet) 2 of the heat insulating wall panel 1.
A pressing member 16 that bends the outer steel plate 2 of the heat insulating wall panel 1, a pair of pressing cylinders 18, 18 connected to both ends of the pressing member 16 and arranged substantially horizontally, and a pair of pressing cylinders 18 at both ends of the pressing member 16. It comprises a pair of lift cylinders 25, 25 connected and arranged substantially vertically. Reference numeral 3 denotes an inner steel plate, and reference numeral 4 denotes a heat insulating material.
【0015】クランプ手段12は、下側クランプ部材1
3と上側クランプ部材14とからなり、下側クランプ部
材13は装置本体11に固定されている。また、上側ク
ランプ部材14は、図示しない昇降手段を介して装置本
体11に昇降可能に支持されている。The clamping means 12 includes a lower clamping member 1.
3 and an upper clamp member 14, and the lower clamp member 13 is fixed to the apparatus main body 11. Further, the upper clamp member 14 is supported by the apparatus main body 11 via a lifting means (not shown) so as to be able to move up and down.
【0016】したがって、上側クランプ部材14を下降
することによって、上側クランプ部材14と下側クラン
プ部材13とで断熱壁パネル1の外側鋼板2をクランプ
することができる。また、これとは反対に上側クランプ
部材14を固定し、下側クランプ部材13を昇降させる
ことによっても、同様の結果が得られる。Therefore, by lowering the upper clamp member 14, the outer steel plate 2 of the heat insulating wall panel 1 can be clamped by the upper clamp member 14 and the lower clamp member 13. Conversely, a similar result can be obtained by fixing the upper clamp member 14 and moving the lower clamp member 13 up and down.
【0017】押付けシリンダ18は空圧又は油圧で作動
するもので、ピストンロッド19の先端部がピン20を
介して押付け部材16の両端部に連結されており、シリ
ンダ21の端部がピン22を介して装置本体11に連結
されている。この押付けシリンダ18のピストンロッド
19を伸ばすことにより、押付け部材16をX−X方向
の所望の位置に位置決めすることができる。The pressing cylinder 18 is operated by pneumatic or hydraulic pressure. The distal end of a piston rod 19 is connected to both ends of the pressing member 16 via pins 20, and the end of a cylinder 21 is connected to the pins 22. It is connected to the apparatus main body 11 through the main body. By extending the piston rod 19 of the pressing cylinder 18, the pressing member 16 can be positioned at a desired position in the XX direction.
【0018】なお昇降シリンダ25は空圧又は油圧で作
動するもので、ピストンロッド26の先端部がピン27
を介して押付け部材16の両端部に連結されており、シ
リンダ28の端部がピン29を介して装置本体11に連
結されている。さらに昇降シリンダ25のピストンロッ
ド26を伸ばすことにより、押付け部材16をY−Y方
向に昇降させることができる。The lifting cylinder 25 is operated by pneumatic or hydraulic pressure.
The end of the cylinder 28 is connected to the apparatus main body 11 via a pin 29. Further, by extending the piston rod 26 of the lifting cylinder 25, the pressing member 16 can be raised and lowered in the YY direction.
【0019】本発明に係る段付き鋼板の折曲げ方法を説
明する。先ず図2(a)、(b)、(c)は本発明に係
る段付き鋼板の折曲げ方法の説明図である。図2(a)
において、鋼板の折曲げ装置10の装置本体11に断熱
壁パネル1を載せて、外側鋼板2を下側クランプ部材1
3と上側クランプ部材14との間に差し込む。ついで、
上側クランプ部材14を下降して、外側鋼板2を上下の
クランプ部材13,14でクランプする。The method for bending a stepped steel sheet according to the present invention will be described. First, FIGS. 2 (a), 2 (b) and 2 (c) are illustrations of a method for bending a stepped steel sheet according to the present invention. FIG. 2 (a)
, The heat insulating wall panel 1 is placed on the apparatus main body 11 of the steel sheet bending apparatus 10 and the outer steel sheet 2 is fixed to the lower clamp member 1.
3 and the upper clamp member 14. Then
The upper clamp member 14 is lowered, and the outer steel plate 2 is clamped by the upper and lower clamp members 13 and 14.
【0020】この場合、押付けシリンダ18,18のピ
ストンロッド19,19を所定量伸ばして、押付け部材
16を矢印X方向に移動して、押付け角部をX1位置に
位置決めする。なお、この状態で、押付け部材16の先
端16aは、外側鋼板2に接触している。In this case, the piston rods 19, 19 of the pressing cylinders 18, 18 are extended by a predetermined amount, the pressing member 16 is moved in the direction of the arrow X, and the pressing corner is positioned at the position X1. In this state, the tip 16 a of the pressing member 16 is in contact with the outer steel plate 2.
【0021】図2(b)において、昇降シリンダ25,
25のピストンロッド26,26を伸ばして、押付け部
材16を矢印Y方向に上昇する。これにより、押付け部
材16の押付け角部16bが、外側鋼板2の表面に沿っ
て、折曲部2aから自由端2bに向かって擦り上げるよ
うに(しごくように)上昇する。したがって、上下のク
ランプ部材13,14のクランプ部12aから、外側鋼
板2の連結端部2cが折曲げられて折曲部2aが形成さ
れる。In FIG. 2B, the lifting cylinder 25,
The piston rods 26, 26 of 25 are extended, and the pressing member 16 is raised in the arrow Y direction. Thereby, the pressing corner 16b of the pressing member 16 rises along the surface of the outer steel plate 2 so as to rub (stretch) from the bent portion 2a toward the free end 2b. Therefore, the connecting end 2c of the outer steel plate 2 is bent from the clamp portions 12a of the upper and lower clamp members 13, 14, thereby forming a bent portion 2a.
【0022】このように、押付け角部16bを外側鋼板
2の表面に沿って、折曲部2aから自由端2bに向かっ
て擦り上げるように移動させることにより、外側鋼板2
の折曲部2aに引張力をかけることができる。したがっ
て、折曲部2aに発生しようとする曲歪は、外側鋼板2
の自由端2b方向に強制的に分散させられる。As described above, by moving the pressing corner portion 16b along the surface of the outer steel plate 2 so as to rub it from the bent portion 2a toward the free end 2b, the outer steel plate 2
A tensile force can be applied to the bent portion 2a. Therefore, the bending distortion to be generated in the bent portion 2a is caused by the outer steel plate 2
Are forcibly dispersed in the direction of the free end 2b.
【0023】図2(c)において、昇降シリンダ25,
25のピストンロッド26,26をさらに伸ばして、押
付け部材16を矢印Y方向に上昇させると同時に、押付
けシリンダ18,18のピストンロッド19,19をさ
らに伸ばして、押付け部材16を矢印X方向に押し付け
る。これにより、外側鋼板2の連結端部2cを、略直角
に折曲げることができる。その結果は、図4で説明す
る。In FIG. 2C, the lifting cylinder 25,
The piston rods 26 of the pressing cylinders 18 are further extended, and the piston rods 19 of the pressing cylinders 18 are further extended to press the pressing member 16 in the direction of arrow X. . Thereby, the connection end 2c of the outer steel plate 2 can be bent at a substantially right angle. The result will be described with reference to FIG.
【0024】図4に示すように、外側鋼板2は連結端部
2cが略直角に折曲げられる。従来技術の折曲げ方法の
場合にあっては、段部5の折曲部表面並びに角部に曲歪
6が発生していたが、本発明に係る段付き鋼板の折曲げ
方法によれば、断熱壁パネル1の折曲部表面に、曲歪6
を発生させないで連結端部2cを折曲げることが可能と
なった。As shown in FIG. 4, the outer steel plate 2 has the connecting end 2c bent at a substantially right angle. In the case of the bending method of the prior art, the bending strain 6 was generated on the surface and the corner of the bent portion of the step 5, but according to the method of bending a stepped steel plate according to the present invention, Bending distortion 6
It is possible to bend the connection end 2c without causing the occurrence of
【0025】すなわち、図2(b)で説明したように、
外側鋼板2の連結端部2cを、押付け角部16bで、外
側鋼板2の表面に沿ってしごくように上昇させて、外側
鋼板2の折曲部2aに引張力をかけることにより、外側
鋼板2の折曲部2aに発生しようとする図4に示すよう
な曲歪6を、自由端2bの方向に強制的に分散すること
が可能となった。したがって、図4に見られるような、
断熱壁パネル1の表面の曲歪6を発生させないで、連結
端部2cをきれいに折曲げることができる。That is, as described with reference to FIG.
The connecting end portion 2c of the outer steel plate 2 is raised at the pressing corner 16b along the surface of the outer steel plate 2 to apply a tensile force to the bent portion 2a of the outer steel plate 2. It is possible to forcibly disperse the bending distortion 6 as shown in FIG. 4 which is generated in the bent portion 2a in the direction of the free end 2b. Thus, as seen in FIG.
The connecting end 2c can be bent neatly without generating the bending distortion 6 on the surface of the heat insulating wall panel 1.
【0026】[0026]
【発明の効果】よって本発明の請求項1は、押付け部材
を段付き鋼板のクランプ部から自由端に向かってしごく
ように移動させながら段付き鋼板を折曲げる。これによ
り、段付き鋼板のクランプ部(すなわち、段付き鋼板の
折曲部)に引張力をかけながら段付き鋼板の段部を折曲
げることができるので、段付き鋼板の段部の折曲部に発
生しようとする曲歪を、自由端方向に強制的に分散する
ことができる。According to the first aspect of the present invention, the stepped steel plate is bent while the pressing member is moved from the clamp portion of the stepped steel plate toward the free end. As a result, the step portion of the stepped steel plate can be bent while applying a tensile force to the clamp portion of the stepped steel plate (that is, the bent portion of the stepped steel plate). Can be forcibly dispersed in the free end direction.
【0027】これにより、段付き鋼板を折曲げる前に、
従来のように段付き鋼板の段部に切込みを入れて曲歪を
逃がす方法を採用しなくても、段部の折曲部に曲歪を発
生させないで、段付き鋼板をきれいに折曲げることが可
能となる(図6参照)。Thus, before bending the stepped steel plate,
Even if the step of the stepped steel sheet is not cut as in the conventional method to release the bending distortion, the bending of the stepped part can be bent neatly without causing bending distortion at the bent part of the stepped part. It is possible (see FIG. 6).
【図1】本発明に係る段付き鋼板の折曲げ装置の斜視図
である。FIG. 1 is a perspective view of a stepped steel sheet bending apparatus according to the present invention.
【図2】本発明に係る段付き鋼板の折曲げ方法の説明図
である。FIG. 2 is an explanatory view of a method for bending a stepped steel sheet according to the present invention.
【図3】従来の段付き鋼板の折曲げ方法の説明図であ
る。FIG. 3 is an explanatory view of a conventional method for bending a stepped steel plate.
【図4】従来の段付き鋼板の折曲げ状態を示す斜視図で
ある。FIG. 4 is a perspective view showing a bent state of a conventional stepped steel plate.
【図5】従来の段付き鋼板の折曲げ状態を示す斜視図で
ある。FIG. 5 is a perspective view showing a bent state of a conventional stepped steel plate.
【図6】本発明による段付き鋼板の折曲げ状態を示す斜
視図である。FIG. 6 is a perspective view showing a bent state of a stepped steel sheet according to the present invention.
1…断熱壁パネル 2…外側鋼板(段付き鋼板) 2a…折曲部 2b…自由端 2c…連結端部 3…内側鋼板 4…断熱材 5…段部 6…曲歪 8…切込み 8a…切込の先端部 10…段付き鋼板の折曲げ装置 11…段付き鋼板の折曲げ装置の装置本体 12…クランプ手段 12a…クランプ部 13…下側クランプ部部材 14…上側クランプ部部材 16…押付け部材 16a…押付け部材の先端 16b…押付け部材の角部 18…押付けシリンダ 19,26…ピストンロッド 20,22,27,29…ピン 21,28…シリンダ 25…昇降シリンダ 50…鋼板折り曲げ装置 51…鋼板折り曲げ装置の揺動部 52…載台 53…押さえ部 54…支軸 DESCRIPTION OF SYMBOLS 1 ... Insulated wall panel 2 ... Outer steel plate (stepped steel plate) 2a ... Bent part 2b ... Free end 2c ... Connection end part 3 ... Inner steel plate 4 ... Heat insulating material 5 ... Step part 6 ... Bending distortion 8 ... Cut 8a ... Cut Including a tip part 10 ... Bending device for stepped steel plate 11 ... A device body of a bending device for stepped steel plate 12 ... Clamp means 12a ... Clamp part 13 ... Lower clamp part member 14 ... Upper clamp part member 16 ... Pressing member 16a: Tip of pressing member 16b: Corner of pressing member 18: Pressing cylinder 19, 26 ... Piston rod 20, 22, 27, 29 ... Pin 21, 28 ... Cylinder 25: Lifting cylinder 50 ... Steel plate bending device 51: Steel plate bending Oscillating part 52 of the apparatus 52 Mounting table 53 Holding part 54 Support shaft
Claims (1)
略直交させてクランプし、このクランプ部から前記段付
き鋼板を折曲げる段付き鋼板の折曲げ方法において、 前記段付き鋼板のクランプ部近傍に押付け部材を当接
し、この押付け部材を前記段付き鋼板の自由端に向かっ
てしごくように移動させながら段付き鋼板を折曲げるこ
とを特徴とする段付き鋼板の折曲げ方法。1. A method for bending a stepped steel sheet, comprising: clamping a stepped steel sheet having a stepped portion substantially perpendicular to the stepped portion, and bending the stepped steel sheet from the clamped portion. A step of bending a stepped steel plate while abutting a pressing member in the vicinity of the clamp portion of (1) and moving the pressing member toward the free end of the stepped steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25082596A JPH1076320A (en) | 1996-09-03 | 1996-09-03 | Method for bending stepped steel sheet |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP25082596A JPH1076320A (en) | 1996-09-03 | 1996-09-03 | Method for bending stepped steel sheet |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH1076320A true JPH1076320A (en) | 1998-03-24 |
Family
ID=17213599
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP25082596A Pending JPH1076320A (en) | 1996-09-03 | 1996-09-03 | Method for bending stepped steel sheet |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH1076320A (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101686000A (en) * | 2008-09-26 | 2010-03-31 | 鸿富锦精密工业(深圳)有限公司 | Spring plate moulding device and method for manufacturing spring plate by using same |
TWI455453B (en) * | 2008-11-14 | 2014-10-01 | Hon Hai Prec Ind Co Ltd | Apparatus and method for bending flat spring plates |
CN106984681A (en) * | 2017-03-21 | 2017-07-28 | 合肥华兴电器开关有限公司 | A kind of power distribution cabinet production folding brake |
CN107999575A (en) * | 2018-01-18 | 2018-05-08 | 安徽美诺福科技有限公司 | Automatic bending flattens all-in-one machine and automatic sample-making system |
CN111346970A (en) * | 2020-03-16 | 2020-06-30 | 张思宇 | Metal plate forming die and forming method thereof |
-
1996
- 1996-09-03 JP JP25082596A patent/JPH1076320A/en active Pending
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN101686000A (en) * | 2008-09-26 | 2010-03-31 | 鸿富锦精密工业(深圳)有限公司 | Spring plate moulding device and method for manufacturing spring plate by using same |
TWI455453B (en) * | 2008-11-14 | 2014-10-01 | Hon Hai Prec Ind Co Ltd | Apparatus and method for bending flat spring plates |
CN106984681A (en) * | 2017-03-21 | 2017-07-28 | 合肥华兴电器开关有限公司 | A kind of power distribution cabinet production folding brake |
CN107999575A (en) * | 2018-01-18 | 2018-05-08 | 安徽美诺福科技有限公司 | Automatic bending flattens all-in-one machine and automatic sample-making system |
CN111346970A (en) * | 2020-03-16 | 2020-06-30 | 张思宇 | Metal plate forming die and forming method thereof |
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