JPH02197323A - V-bending method for composite type laminated steel plate - Google Patents

V-bending method for composite type laminated steel plate

Info

Publication number
JPH02197323A
JPH02197323A JP1330589A JP1330589A JPH02197323A JP H02197323 A JPH02197323 A JP H02197323A JP 1330589 A JP1330589 A JP 1330589A JP 1330589 A JP1330589 A JP 1330589A JP H02197323 A JPH02197323 A JP H02197323A
Authority
JP
Japan
Prior art keywords
steel plate
bending
coil spring
pad
laminated steel
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP1330589A
Other languages
Japanese (ja)
Inventor
Michio Nakamura
道夫 中村
Toshinori Murakami
敏則 村上
Fumiyuki Terui
照井 文幸
Kenichi Masuhara
憲一 増原
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nippon Steel Nisshin Co Ltd
Original Assignee
Nisshin Steel Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Nisshin Steel Co Ltd filed Critical Nisshin Steel Co Ltd
Priority to JP1330589A priority Critical patent/JPH02197323A/en
Publication of JPH02197323A publication Critical patent/JPH02197323A/en
Pending legal-status Critical Current

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  • Bending Of Plates, Rods, And Pipes (AREA)

Abstract

PURPOSE:To execute V-bending without generating a gull wing-like shape defect by pressing a composite type laminated steel plate by a punch from the upper part, and also, giving opposed pressure from a pad through a coil spring provided in the lower die. CONSTITUTION:In a space of the lower die body 8, a pad 9 and a coil spring 10 are set. On the horizontal surface of the upper part of this pad 9, a high damping composite steel plate 4 formed by placing viscoelastic resin between and laminating a steel plate is placed. Subsequently, a pump 2 is placed and pressed against the upper face of said steel plate 4 from the upper part. As a result, the coil spring 10 is compressed and the pad 9 moves to the lower part, and while giving opposed pressure from the lower part, the steel plate 4 is bent to a V-shape. In that case, a load of the steel plate 4 to the die 8 part is very small, and a gull wing phenomenon based on stress concentration is not generated. In this case, it is suitable that Rockwell hardness of the coil spring 10 is 42-45, and a spring constant is 3.0-21.0kgf/mm and 1.50-7.0kgf/mm in the case when a V-bending angle is <=90 deg., and >=90 deg., respectively.

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は油圧プレスブレーキなどにより鋼板に粘弾性樹
脂を挟んだ複合型積層鋼板の7曲げを行う方法に関する
ものであり、とくに、該複合型積層鋼板を■曲げ加工に
際して、形状欠陥を生ずることなく、加工する方法を提
供するものである。
Detailed Description of the Invention (Field of Industrial Application) The present invention relates to a method for performing 7-bending of a composite laminated steel plate in which a viscoelastic resin is sandwiched between steel plates using a hydraulic press brake or the like. The present invention provides a method for bending a laminated steel plate without causing shape defects.

(従来の技術) 従来、鋼板の油圧プレスブレーキなどによる曲げ加工は
、鋼製家具、壁材、ドアーなどに広範囲で使用されてお
り、比較的簡単な加工部類に属することから加工形状の
不具合が問題となることは殆どなかった。
(Conventional technology) Traditionally, bending of steel plates using hydraulic press brakes, etc. has been widely used for steel furniture, wall materials, doors, etc., and since it is a relatively simple process, there are no problems with the processed shape. There were almost no problems.

しかし、最近、粘弾性樹脂を挟み込んだ複合型積層鋼板
の加工への応用に伴い、従来、単板では問題とならなか
った、加工形状の欠陥が生じやすいことが明らかとなり
、その改善が求められている。
However, recently, with the application of composite laminated steel sheets sandwiched with viscoelastic resin to the processing, it has become clear that defects in the processed shape are likely to occur, which was not a problem with single sheets in the past, and improvements are needed. ing.

(発明が解決しようとする課題) ■曲げを行う材料として、鋼板と鋼板の間に粘弾性樹脂
を挟み込んだ複合型積層鋼板に対して、従来の■曲げ加
工方法を適用すると、第1図に示すように下金型の肩部
のフランジ部分で座屈して、断面からみたとき、鳥(か
もめ)の翼状になるという欠点があられれる。(以下、
この現象により惹起された形状を“かもめ”状と呼ぶ)
なお、この欠点を解消するためにV曲げを行おうとする
対象物である複合型積層鋼板に対して例えば種々な予備
加工を施してから、■曲げを行う方法や、外皮鋼板間の
せん断書着力の向上、あるいは表裏の鋼板の板厚及び降
伏強度を変えることなどが実施されている。
(Problems to be Solved by the Invention) When the conventional bending method is applied to a composite laminated steel plate in which a viscoelastic resin is sandwiched between steel plates as a material for bending, as shown in Figure 1. As shown, the buckling occurs at the flange of the shoulder of the lower mold, resulting in a seagull-wing shape when viewed in cross section. (below,
The shape caused by this phenomenon is called a “seagull” shape)
In addition, in order to eliminate this drawback, for example, after performing various preliminary processing on the composite laminated steel plate that is the object to be subjected to V-bending, Efforts are being made to improve this, or to change the thickness and yield strength of the front and back steel plates.

しかしながら、これらの方式で、外皮鋼板間でのせん断
書着力の向上は、割振性能からみて限界があり表裏の鋼
板の板厚及び材質を変えることは、製造時の熱履歴によ
り積層板にひずみが発生することが考えられる。一方特
定の層を削除する方式、溝切り方式及び穴明は方式は、
複合型制振鋼板にあらかじめ前加工を施しておかねばな
らないという欠点があり、さらに複合型積層鋼板そのも
のに切欠き部を設けたり、一部を剥離することにより、
■曲げ部の強度が著しく低下するという問題もあつた。
However, with these methods, there is a limit to improving the shear adhesion between the outer steel plates in terms of allocation performance, and changing the thickness and material of the front and back steel plates may cause distortion in the laminate due to the thermal history during manufacturing. It is possible that this may occur. On the other hand, the method of deleting a specific layer, the method of cutting grooves and the method of drilling holes,
The disadvantage is that the composite type vibration damping steel plate must be pre-processed in advance, and furthermore, by providing notches or peeling off parts of the composite type laminated steel plate itself,
■There was also the problem that the strength of the bent portion was significantly reduced.

(課題を解決するための手段) このような従来の欠点を解決するため、鋭意検討した結
果、複合型積層鋼板をV曲げするにあたりばね圧応用の
曲げ金型において、下金型の底部にある幅の硬度をもっ
たバネを用い、バネ上部にパッドを設置後、複合型積層
鋼板の上面をポンチで押圧して、パッド部分上部で材料
の変形を拘束しながら、曲げを行うことにより課題解決
を図ったものである。
(Means for solving the problem) In order to solve these conventional drawbacks, as a result of intensive study, we found that when V-bending a composite laminated steel plate, in a bending die that applies spring pressure, The problem was solved by using a spring with hardness equal to the width of the spring, placing a pad on the top of the spring, then pressing the top surface of the composite laminated steel plate with a punch and bending while restraining the deformation of the material at the top of the pad part. The aim is to

第2図、第3図によって、さらに具体的に説明すると、
下金型本体8とポンチ2、パッド9、コイルバネ10か
らなるV曲げ金型を使用するに際し、下金型本体8にパ
ッド及びコイルバネを挿入する空間と設けた後、バット
9及びコイルバネ10をセットし、次いでバット上部の
水平面に複合型積層鋼板4衣載せて、曲げ加工を行うも
のである。
To explain more specifically with reference to FIGS. 2 and 3,
When using a V-bending mold consisting of the lower mold body 8, punch 2, pad 9, and coil spring 10, a space for inserting the pad and coil spring is provided in the lower mold body 8, and then the butt 9 and coil spring 10 are set. Then, a composite laminated steel plate 4 is placed on the horizontal surface of the upper part of the vat and bent.

このような構成からなる加工装置においてポンチ2と複
合型制振鋼板上面に当てながら押圧すると、コイルバネ
10が圧縮されると同時にバット9が下部に移動し曲げ
応力を受けながら7字型に曲がる。
When the punch 2 and the upper surface of the composite vibration-damping steel plate are pressed together in a processing device having such a configuration, the coil spring 10 is compressed and at the same time the bat 9 moves downward and bends into a figure 7 shape while receiving bending stress.

この時複合型制振鋼板40角度はポンチ先端部とコイル
バネ10の圧縮により決まるため、金型の型部分への複
合型積層鋼板の負荷が非常に小さくなり、従ってここに
応力集中が発生せず“かもめ”現象が発生しなくなるの
である。
At this time, the angle of the composite vibration-damping steel plate 40 is determined by the compression of the punch tip and the coil spring 10, so the load of the composite laminated steel plate on the mold part of the mold is extremely small, and therefore no stress concentration occurs here. The "seagull" phenomenon will no longer occur.

(実施例) 以下実施例について詳細に述べる。(Example) Examples will be described in detail below.

実施例 1 芯材厚0゜05fiの粘弾性樹脂層を中心にしてその両
面に溶融亜鉛めっき鋼板(板厚0.27tm)の薄鋼板
を積層したことからなる複合型制振鋼板を用いて表1に
示すように外皮鋼板間のせん断強度が120〜150に
、/cIiIの範囲内でバネ材質の硬度42〜45  
(Hue) 、バネ定数3.05〜5.46 (kgf
/1m)の条件で90°プレス曲げ加工を行い°かもめ
”現象を次の基準で評価した。
Example 1 A composite damping steel plate consisting of a viscoelastic resin layer with a core thickness of 0°05fi and laminated thin galvanized steel plates (thickness: 0.27 tm) on both sides was used. As shown in Figure 1, the shear strength between the outer steel plates is 120 to 150, and the hardness of the spring material is 42 to 45 within the range of /cIiI.
(Hue), spring constant 3.05~5.46 (kgf
90° press bending was performed under the conditions of 1 m), and the ``gull'' phenomenon was evaluated according to the following criteria.

○ “かもめ”現象が全くないもの △ “かもめ”現象がわからずにあるもの× “かもめ
”現象が著しくあるもの 表1より硬度(HRC)42〜45を持つ材料のバネ定
数が3.05〜5.46kgf /muの範囲内では“
かもめ”現象は全く認められなかった。
○ There is no "seagull" phenomenon at all △ "seagull" phenomenon is not understood × "seagull" phenomenon is noticeable Within the range of 5.46kgf/mu, “
The "Kamome" phenomenon was not observed at all.

比較例でバネ材の硬度は前記と同様にしてバネ定数の値
を1.87kirf /111にして、90°曲げを行
うと角度が90°以上となり、またバネ定数を逆に13
.12kgf /**と大きくすると90’以下の角度
となり、いずれも“かもめ”現象が認められた。
In the comparative example, the hardness of the spring material was the same as above, the spring constant value was set to 1.87 kirf/111, and when the spring constant was bent at 90 degrees, the angle became 90 degrees or more, and the spring constant was reversed to 13
.. When the angle was increased to 12 kgf/**, the angle became less than 90', and the "seagull" phenomenon was observed in both cases.

表2には外皮鋼板間のせん断強度をさらに向上させて、
200〜220kg/−で、硬度(HRC)42〜45
を持つバネ定数の範囲を拡大して90゜曲げを行った結
果を示す。
Table 2 shows that the shear strength between the outer skin steel plates has been further improved.
200-220kg/-, hardness (HRC) 42-45
The results of 90° bending are shown by expanding the range of the spring constant.

せん断強度アップによりバネ定数が2698〜7.0k
gf/mと拡大し、“かもめ”現象は認められず成形性
が良好である。
Spring constant is 2698~7.0k due to increased shear strength
gf/m, no "seagull" phenomenon was observed, and the moldability was good.

この理由としては、せん断強度を向上することによりV
曲げ時のスプリングバック角が小さくなるため下金型肩
部のフランジに“かもめ”現象が発生するだけの負荷が
かからないことが影響していると思われる。
The reason for this is that by improving the shear strength, V
This seems to be due to the fact that the springback angle during bending becomes smaller, so the flange at the shoulder of the lower mold is not subjected to enough load to cause the "seagull" phenomenon.

比較例でバネ定数を2.08及び9.76kgf 7w
とした場合はせん断強度をアップしてもバネ定数の関係
で“かもめ”現象が認められた。
Comparative example with spring constant of 2.08 and 9.76kgf 7w
In this case, even if the shear strength was increased, a "seagull" phenomenon was observed due to the spring constant.

実施例 2 実施例1で示した複合型制振鋼板を用いて表3に示すよ
うに外皮鋼板間のせん断強度が120〜150kg/c
fAの範囲内でバネ定数4.91〜9.83kgf /
鶴の条件で60°曲げ加工を行い、実施例1で示した基
準で“かもめ”現象を評価した。
Example 2 Using the composite damping steel plate shown in Example 1, the shear strength between the outer skin steel plates was 120 to 150 kg/c as shown in Table 3.
Spring constant 4.91~9.83kgf/ within the range of fA
A 60° bending process was performed under crane conditions, and the "seagull" phenomenon was evaluated using the criteria shown in Example 1.

表3の606曲げの場合ハネ定数を4.91〜9.83
kgf/+uの範囲内では°かもめ”現象は全く認めら
れなかった。
In the case of 606 bending in Table 3, the spring constant is 4.91 to 9.83.
Within the range of kgf/+u, no "gull" phenomenon was observed at all.

比較例でバネ定数の値と3.1.2kirf / mI
Jlさくすると606以上の角度となり、逆にバネ定数
を1.3.02 kgf /*nと大きくすると、角度
は606以下となり、いずれの条件も“かもめ”現象が
認められた。
In the comparative example, the value of spring constant and 3.1.2 kirf/mI
When Jl is decreased, the angle becomes 606 or more, and conversely, when the spring constant is increased to 1.3.02 kgf/*n, the angle becomes 606 or less, and the "seagull" phenomenon was observed under both conditions.

表4には外皮鋼板間のせん断強度をさらに向上させて2
00〜220kir/−で60°曲げの試験結果を示す
Table 4 shows 2
The test results of 60° bending at 00 to 220 kir/- are shown.

せん断強度アップにより、バネ定数値も拡大し“かもめ
”現象は全く認められなかった。
Due to the increase in shear strength, the spring constant value also increased, and no "seagull" phenomenon was observed.

比較例ではせん断強度アップしても実施例のバネ定数以
外では硬度に関係なく“かもめ”現象がみとめられた。
In the comparative example, even if the shear strength was increased, the "seagull" phenomenon was observed at spring constants other than those of the example, regardless of the hardness.

第1表 せん断強度120/ 150kg/c−の場合(90°
曲げ)第2表 せん断強度200〜220kg/c+llの場合(90
6曲げ)第3表 せん断強度120〜150kg/cIaの場合(60°
曲げ)第4表 せん断強度200〜220kg/elfの場合(60°
曲げ)(発明の効果) 本発明によれば、複合型制振鋼板が常に7字型に曲げる
際パッドを介してコイルバネの圧縮により角度が調整さ
れるため、従来の曲げ方法に比較して金型の肩部に複合
型制振鋼板の負荷が少ないことから、ここには集中荷重
が発生せず°かもめ”現象の防止効果がある。
Table 1 Shear strength 120/150kg/c- (90°
Bending) Table 2 Shear strength of 200 to 220 kg/c+ll (90
6 bending) Table 3 Shear strength 120 to 150 kg/cIa (60°
Bending) Table 4 For shear strength of 200 to 220 kg/elf (60°
Bending) (Effects of the Invention) According to the present invention, when the composite vibration damping steel plate is always bent into a figure 7 shape, the angle is adjusted by compression of the coil spring via the pad, so it is less expensive than the conventional bending method. Since the load of the composite damping steel plate on the shoulder of the mold is small, no concentrated load is generated here, which has the effect of preventing the "gull" phenomenon.

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

第1図は従来の鋼板のV曲げ加工方法を適用した場合に
おいて、複合型積層鋼板に発生する“かもめ”現象を示
したもの、第2図、第3図は本発明によるコイルバネを
用いたV曲げ方法を行う1例を示す。 1・・・下金型、2・・・ポンチ、3・・・鋼板、4・
・・複合型制振鋼板、8・・・下金型本体、9・・・パ
ッド、10・・・コイルバネ。
Figure 1 shows the "seagull" phenomenon that occurs in a composite laminated steel plate when the conventional V-bending method for steel plates is applied, and Figures 2 and 3 show the V-bending process using the coil spring according to the present invention. An example of performing the bending method will be shown. 1... Lower mold, 2... Punch, 3... Steel plate, 4...
...Composite vibration damping steel plate, 8...Lower mold body, 9...Pad, 10...Coil spring.

Claims (1)

【特許請求の範囲】 1)粘弾性樹脂を挟んだ複合型積層鋼板をV曲げ加工す
るに際して、下金型に設けたコイルバネを介して、該被
加工積層鋼板に当接するパッドより対向圧を付与するこ
とにより、下金型肩部の座屈変形を防止することを特徴
とする複合型積層鋼板のV曲げ加工方法。 (2)請求項1において、コイルバネのロックウェル硬
度が42〜45で、バネ定数がV曲角度が90°以下で
3.0〜21.0kgf/mm、V曲角度が90°以上
で1.50〜7.0kgf/mmであることを特徴とす
る複合型積層鋼板のV曲げ加工方法。
[Scope of Claims] 1) When V-bending a composite laminated steel plate sandwiching a viscoelastic resin, counter pressure is applied from a pad that comes into contact with the laminated steel plate to be processed through a coil spring provided in a lower mold. A method for V-bending a composite laminated steel plate, characterized in that buckling deformation of a lower mold shoulder is prevented by: (2) In claim 1, the coil spring has a Rockwell hardness of 42 to 45, a spring constant of 3.0 to 21.0 kgf/mm when the V-bending angle is 90° or less, and 1.0 kgf/mm when the V-bending angle is 90° or more. A method for V-bending a composite laminated steel plate, characterized in that the bending angle is 50 to 7.0 kgf/mm.
JP1330589A 1989-01-24 1989-01-24 V-bending method for composite type laminated steel plate Pending JPH02197323A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1330589A JPH02197323A (en) 1989-01-24 1989-01-24 V-bending method for composite type laminated steel plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1330589A JPH02197323A (en) 1989-01-24 1989-01-24 V-bending method for composite type laminated steel plate

Publications (1)

Publication Number Publication Date
JPH02197323A true JPH02197323A (en) 1990-08-03

Family

ID=11829471

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1330589A Pending JPH02197323A (en) 1989-01-24 1989-01-24 V-bending method for composite type laminated steel plate

Country Status (1)

Country Link
JP (1) JPH02197323A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62127125A (en) * 1985-11-28 1987-06-09 Nippon Kokan Kk <Nkk> Bending mold for composite damping steel plate
JPH01157716A (en) * 1987-09-17 1989-06-21 Matsumoto Sharyo Bankin Kosakusho:Kk Die and method for bending damping steel sheet by use of said die

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS62127125A (en) * 1985-11-28 1987-06-09 Nippon Kokan Kk <Nkk> Bending mold for composite damping steel plate
JPH01157716A (en) * 1987-09-17 1989-06-21 Matsumoto Sharyo Bankin Kosakusho:Kk Die and method for bending damping steel sheet by use of said die

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