JPH07144232A - Bending method for obtaining steel pipe with low residual stress - Google Patents
Bending method for obtaining steel pipe with low residual stressInfo
- Publication number
- JPH07144232A JPH07144232A JP5293398A JP29339893A JPH07144232A JP H07144232 A JPH07144232 A JP H07144232A JP 5293398 A JP5293398 A JP 5293398A JP 29339893 A JP29339893 A JP 29339893A JP H07144232 A JPH07144232 A JP H07144232A
- Authority
- JP
- Japan
- Prior art keywords
- bending
- steel pipe
- residual stress
- parts
- radius
- 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.)
- Withdrawn
Links
Landscapes
- Bending Of Plates, Rods, And Pipes (AREA)
Abstract
(57)【要約】
【目的】 例えば、各種のリンク部品、支持部品のよう
に、鋼管を曲げ加工したまま使用する機械部品で、部品
に引張り力、または曲げ力が作用する部品において残留
応力の少ない鋼管を得る曲げ方法に関する。
【構成】 鋼管を所定の曲げ半径よりも最大3%小さく
曲げた後に、所定の曲げ半径に逆曲げすることを特徴と
する残留応力の少ない鋼管の曲げ方法。
【効果】 本発明によれば、従来法の歪取り焼鈍、ショ
ットピーニング等に比較して、簡便な設備で容易に残留
応力を軽減でき、経済的である。また、曲げ機を改造す
ることにより、同じ機械で曲げ、逆曲げもできるように
すれば、さらに効果が期待できる。
(57) [Summary] [Purpose] For example, in various mechanical parts such as link parts and support parts, which are used while bending the steel pipe, residual stress is generated in parts where tensile force or bending force acts on the parts. Bending method for obtaining less steel pipe. A method for bending a steel pipe having a small residual stress, which comprises bending the steel pipe smaller than a predetermined bending radius by a maximum of 3% and then bending the steel pipe reversely to the predetermined bending radius. [Effects] According to the present invention, residual stress can be easily reduced with simple equipment, which is economical, as compared with conventional methods such as strain relief annealing and shot peening. Further, if the bending machine is modified so that the same machine can perform bending and reverse bending, further effects can be expected.
Description
【0001】[0001]
【産業上の利用分野】本発明は、例えば、各種のリンク
部品、支持部品のように、鋼管を曲げ加工したまま使用
する機械部品で、部品に引張り力、または曲げ力が作用
する部品において残留応力の少ない鋼管を得る曲げ方法
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to mechanical parts such as various link parts and supporting parts that are used while bending a steel pipe and in which a tensile force or a bending force acts on the parts. The present invention relates to a bending method for obtaining a steel pipe with low stress.
【0002】[0002]
【従来の技術】自動車、産業機械の部品は、徹底した軽
量化、高機能化が検討されており、棒鋼の鋼管化および
鋼管の高強度化による薄肉化を図っている。2. Description of the Related Art Thorough weight reduction and functional enhancement of parts for automobiles and industrial machines have been studied, and a steel pipe of a steel bar and a steel pipe having a high strength have been made thin.
【0003】例えば自動車のリンク部品は鋼管化され、
さらに薄肉化が計られている。しかし、これらの部品で
曲げ部が存在するときは、曲げ加工により発生する引張
り方向の残留応力が疲労強度を低下させることが明らか
になった。曲げ加工の方法は、鉄鋼便覧III −(2)、
P179〜P180に示される方法があるが、いずれの
場合も図1に示す、曲げ半径R(管中心での半径で以
下、同じ)で曲げられた鋼管の凹部に引っ張り方向の残
留応力、凸部に圧縮方向の残留応力が発生する。この残
留応力を軽減または除去する方法は、歪取り焼鈍、ショ
ットピーニング等が公知である。しかし、これらの方法
は、特別な設備が必要であり、製造コストが高くなる欠
点がある。For example, automobile link parts are made into steel pipes,
Further thinning is being planned. However, it was clarified that when there is a bent part in these parts, the residual stress in the tensile direction generated by bending reduces the fatigue strength. For the bending method, see Iron and Steel Handbook III- (2),
Although there is a method shown in P179 to P180, in any case, the residual stress in the tensile direction and the convex portion in the concave portion of the steel pipe bent at the bending radius R (radius at the pipe center, the same applies hereinafter) shown in FIG. Residual stress in the compressive direction is generated. As methods for reducing or removing this residual stress, strain relief annealing, shot peening and the like are known. However, these methods have a drawback that special equipment is required and the manufacturing cost becomes high.
【0004】[0004]
【発明が解決しようとする課題】従来法の歪取り焼鈍、
ショットピーニング等は、特別な設備が必要であり、製
造コストが高くなる欠点がある。本発明は、このような
従来法の欠点を改善する方法を提供する。DISCLOSURE OF INVENTION Problems to be Solved by the Invention
Shot peening and the like require special equipment and have a drawback of high manufacturing cost. The present invention provides a method to remedy such shortcomings of conventional methods.
【0005】[0005]
【課題を解決するための手段】本発明の要旨とするとこ
ろは下記のとおりである。The subject matter of the present invention is as follows.
【0006】(1)鋼管を所定の曲げ半径よりも小さく
曲げた後に、所定の曲げ半径に逆曲げすることを特徴と
する残留応力の少ない鋼管の曲げ方法。(1) A method of bending a steel pipe having a small residual stress, which comprises bending the steel pipe to a smaller bend radius than a predetermined bend radius and then bending the steel pipe back to the predetermined bend radius.
【0007】(2)鋼管を所定の曲げ半径よりも0.2
〜3%小さく曲げた後に、所定の曲げ半径に逆曲げする
ことを特徴とする残留応力の少ない鋼管の曲げ方法。(2) The steel pipe has a bend radius of 0.2 or more.
A method for bending a steel pipe having a small residual stress, which comprises bending a small amount by 3% and then performing a reverse bending to a predetermined bending radius.
【0008】以下に本発明を詳細に説明する。The present invention will be described in detail below.
【0009】本発明法は、まず図1に示すように、鋼管
1を所定の曲げ半径Rよりも若干小さい曲げ半径R1に
なるように曲げる。ここで、R1はスプリングバック後
の曲げ半径であり、当然、実際に曲げる半径は曲げ後の
スプリングバックを考慮してさらに小さく曲げる必要が
ある。この量は曲げ方法で異なり、経験で決定される。
図1の曲げを行った場合、凹部2には引張り、凸部3に
は圧縮の残留応力が発生する。この凹部2に発生する引
張りの残留応力は、鋼管の降伏応力の半分以上にもな
り、このまま使用する場合は、従来法と同じになり、疲
労強度を大幅に低下させる。しかし、本発明では、さら
に図2に示すように、スプリングバック後の曲げ半径が
所定の曲げ半径Rと等しい曲げ半径R2に逆曲げを行
う。逆曲げを行う方法は、図3に示すように、所定の間
隔Lを有する支持ダイ5の上に図1で曲げた鋼管1を置
き、ポンチ4で逆曲げを行う。この方法は鋼管の曲がり
矯正法の一つで、プレス矯正として実績がある。逆曲げ
の量はスプリングバック量を考慮して経験的に決定す
る。このように簡便な逆曲げで、適当な逆曲げ量を設定
すれば、凹部の引張り残留応力は、値を半減できるし、
方向を逆の圧縮にもできる。したがって、特別な残留応
力軽減処理を必要とせず、このまま使用しても疲労強度
に殆ど影響を与えない。また、逆曲げの方法は、曲げ方
法によっては同じ設備を用いて逆曲げが可能である。逆
曲げ後の曲げ半径R2は、ほぼ残留応力を半減させるた
めには、最初の曲げ半径R1より0.2〜3.0%小さ
くすることがより有効である。In the method of the present invention, first, as shown in FIG. 1, the steel pipe 1 is bent to have a bending radius R1 slightly smaller than a predetermined bending radius R. Here, R1 is a bending radius after springback, and naturally, the radius to be actually bent needs to be further reduced in consideration of the springback after bending. This amount depends on the bending method and is empirically determined.
When the bending shown in FIG. 1 is performed, a tensile residual stress is generated in the concave portion 2 and a compressive residual stress is generated in the convex portion 3. The residual tensile stress generated in the recess 2 becomes more than half of the yield stress of the steel pipe, and when it is used as it is, it becomes the same as the conventional method, and the fatigue strength is significantly lowered. However, in the present invention, further, as shown in FIG. 2, the reverse bending is performed to the bending radius R2 in which the bending radius after the springback is equal to the predetermined bending radius R. As shown in FIG. 3, the method of reverse bending is to place the steel pipe 1 bent in FIG. 1 on a support die 5 having a predetermined distance L, and perform reverse bending with a punch 4. This method is one of the methods for straightening steel pipes and has a proven track record as press straightening. The amount of reverse bending is empirically determined in consideration of the springback amount. By setting an appropriate amount of reverse bending with such simple reverse bending, the tensile residual stress in the recess can be halved.
The direction can also be reversed. Therefore, no special residual stress reduction treatment is required, and the fatigue strength is hardly affected even if it is used as it is. As for the method of reverse bending, reverse bending can be performed using the same equipment depending on the bending method. It is more effective to make the bending radius R2 after the reverse bending smaller than the initial bending radius R1 by 0.2 to 3.0% in order to substantially reduce the residual stress by half.
【0010】[0010]
【実施例】表1に示すNo.1の鋼管を用いて、プレス
曲げにより、曲げ後の半径を100mmにし、残留応力
を測定した。残留応力の測定は、歪ゲージを貼り付け、
切断前後の歪差から計算した。その結果、図4に示すよ
うに、凹部の残留応力は、400N/mm2 の引張り応
力であった。一般的に曲げ後の残留応力は、この例のよ
うに降伏応力の半分以上に達する場合が多い。その後、
本発明法により図3の方法で、逆曲げ量(R2−R1)
/R2×100(%)を変更して、同様に残留応力を測
定した結果を図4に示した。この結果では、逆曲げ量
0.2〜0.3%では残留応力値は半減しており、逆曲
げ量0.4%以上では残留応力の方向が逆の圧縮になっ
ている。この内、逆曲げ量を1%にし、残留応力を11
0N/mm2 の圧縮にしたものを管軸方向の引張り、圧
縮の疲労試験を行った結果、繰り返し回数5×105 の
疲労寿命が逆曲げを行わない場合の3倍以上になった。
この結果は、従来法の歪取り焼鈍(600℃)を行った
場合と差は認められなかった。なお、疲労試験は、曲が
り鋼管の両端に眼鏡部を溶接し、一方の眼鏡部を固定部
にピンで固定し、他方の眼鏡部を移動部にピンで接続
し、移動部を管軸方向に所定の引張、圧縮荷重で移動さ
せることにより行った。表1に、その他の鋼管につい
て、曲げ半径が異なる実施例を示した。残留応力の値を
半分にする逆曲げ量は、0.2〜3.0%にすれば良い
ことが分かる。Example No. 1 shown in Table 1 Using the steel tube of No. 1, the radius after bending was set to 100 mm by press bending, and the residual stress was measured. To measure residual stress, attach a strain gauge,
It was calculated from the difference in strain before and after cutting. As a result, as shown in FIG. 4, the residual stress in the recess was a tensile stress of 400 N / mm 2 . Generally, the residual stress after bending often reaches more than half of the yield stress as in this example. afterwards,
According to the method of the present invention, the amount of reverse bending (R2-R1) is calculated by the method of FIG.
/ R2 × 100 (%) was changed, and the residual stress was similarly measured. The results are shown in FIG. In this result, the residual stress value is halved when the reverse bending amount is 0.2 to 0.3%, and the residual stress is compressed in the opposite direction when the reverse bending amount is 0.4% or more. Of these, the amount of reverse bending is 1% and the residual stress is 11
As a result of carrying out a fatigue test of compression by pulling the material compressed to 0 N / mm 2 in the axial direction of the tube, the fatigue life of the number of repetitions of 5 × 10 5 was three times or more that in the case without reverse bending.
This result showed no difference from the case of performing conventional strain relief annealing (600 ° C.). The fatigue test was carried out by welding the spectacles to both ends of the bent steel pipe, fixing one spectacle to the fixed part with a pin, and connecting the other spectacle to the moving part with a pin, and moving the moving part in the axial direction of the pipe. It was carried out by moving with a predetermined tension and compression load. Table 1 shows examples of other steel pipes having different bending radii. It can be seen that the amount of reverse bending that halves the residual stress value should be 0.2 to 3.0%.
【0011】[0011]
【表1】 [Table 1]
【0012】[0012]
【発明の効果】本発明によれば、従来法の歪取り焼鈍、
ショットピーニング等に比較して、簡便な設備で容易に
残留応力を軽減でき、経済的である。また、曲げ機を改
造することにより、同じ機械で曲げ、逆曲げもできるよ
うにすれば、さらに効果が期待できる。According to the present invention, the conventional strain relief annealing,
Compared to shot peening, etc., residual stress can be easily reduced with simple equipment, which is economical. Further, if the bending machine is modified so that the same machine can perform bending and reverse bending, further effects can be expected.
【図1】本発明の曲げ後の管形状を示す図FIG. 1 is a view showing a tubular shape after bending according to the present invention.
【図2】本発明の曲げ後の管形状を示す図FIG. 2 is a view showing a tubular shape after bending according to the present invention.
【図3】図1の曲げ管を図2の曲げ管にする方法例を示
す図FIG. 3 is a diagram showing an example of a method for converting the bending pipe of FIG. 1 into the bending pipe of FIG.
【図4】本発明の残留応力軽減効果を示す図FIG. 4 is a diagram showing a residual stress reducing effect of the present invention.
1…鋼管 2…凹部 3…凸部 4…ポンチ 5…支持ダイ 1 ... Steel pipe 2 ... Recessed portion 3 ... Convex portion 4 ... Punch 5 ... Support die
Claims (2)
た後に、所定の曲げ半径に逆曲げすることを特徴とする
残留応力の少ない鋼管の曲げ方法。1. A method for bending a steel pipe having a small residual stress, which comprises bending the steel pipe to a smaller bend radius than a predetermined bend radius and then bending the steel pipe reversely to a predetermined bend radius.
%小さく曲げた後に、所定の曲げ半径に逆曲げすること
を特徴とする残留応力の少ない鋼管の曲げ方法。2. A steel pipe having a bend radius of 0.2-3.
% A method for bending a steel pipe having a small residual stress, which comprises bending a small amount and then performing a reverse bending to a predetermined bending radius.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5293398A JPH07144232A (en) | 1993-11-24 | 1993-11-24 | Bending method for obtaining steel pipe with low residual stress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5293398A JPH07144232A (en) | 1993-11-24 | 1993-11-24 | Bending method for obtaining steel pipe with low residual stress |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH07144232A true JPH07144232A (en) | 1995-06-06 |
Family
ID=17794254
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5293398A Withdrawn JPH07144232A (en) | 1993-11-24 | 1993-11-24 | Bending method for obtaining steel pipe with low residual stress |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH07144232A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008229643A (en) * | 2007-03-19 | 2008-10-02 | Jfe Steel Kk | Pipe bending method and apparatus |
| JP2011156545A (en) * | 2010-01-29 | 2011-08-18 | Kobe Steel Ltd | Press bending method of shape material |
| JP2012071327A (en) * | 2010-09-29 | 2012-04-12 | Jfe Steel Corp | Method of press-forming metallic sheet |
-
1993
- 1993-11-24 JP JP5293398A patent/JPH07144232A/en not_active Withdrawn
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008229643A (en) * | 2007-03-19 | 2008-10-02 | Jfe Steel Kk | Pipe bending method and apparatus |
| JP2011156545A (en) * | 2010-01-29 | 2011-08-18 | Kobe Steel Ltd | Press bending method of shape material |
| JP2012071327A (en) * | 2010-09-29 | 2012-04-12 | Jfe Steel Corp | Method of press-forming metallic sheet |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A300 | Withdrawal of application because of no request for examination |
Free format text: JAPANESE INTERMEDIATE CODE: A300 Effective date: 20010130 |