JPS61286605A - Equalizing screw - Google Patents
Equalizing screwInfo
- Publication number
- JPS61286605A JPS61286605A JP12966085A JP12966085A JPS61286605A JP S61286605 A JPS61286605 A JP S61286605A JP 12966085 A JP12966085 A JP 12966085A JP 12966085 A JP12966085 A JP 12966085A JP S61286605 A JPS61286605 A JP S61286605A
- Authority
- JP
- Japan
- Prior art keywords
- thread
- load
- male
- threads
- male thread
- 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
- Non-Disconnectible Joints And Screw-Threaded Joints (AREA)
- Devices For Conveying Motion By Means Of Endless Flexible Members (AREA)
- Control Of Motors That Do Not Use Commutators (AREA)
- Lubrication Of Internal Combustion Engines (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
(産業上の利用分野)
本発明はねじにか)す、特に締@時に負荷ねじ血圧が均
圧になるようにした均圧ねじに関する。DETAILED DESCRIPTION OF THE INVENTION (Industrial Application Field) The present invention relates to a screw, and particularly to a pressure equalizing screw that equalizes the load screw blood pressure during tightening.
締結を目的とするボルト、ナツト等のねじ山のフランク
角は、例えば規格メートルねじの場合雄ねじ、雌ねじと
も30度に定められており、両者は幾何学的に同一角度
とするのが従来の常識であった。しかし、締付けにより
ねじ山が負荷された際、立体形状の違いのため雄ねじの
ねし山は雌ねじのねじ山より弾性変形しやすいので、負
荷ねじ面間に発生している面圧は均等ではなく、必ず雄
ねじ谷底側に負荷が偏って作用している。そのためにな
じみが失われ、かつトルク半径が小さくなり、ゆるみや
すいという傾向を生じる。The flank angle of the threads of bolts, nuts, etc. for the purpose of fastening is set at 30 degrees for both male and female threads in the case of standard metric threads, and it is conventional wisdom that both should be geometrically the same angle. Met. However, when the threads are loaded due to tightening, the threads of the male thread are more likely to be elastically deformed than the threads of the female thread due to the difference in three-dimensional shape, so the surface pressure generated between the loaded thread surfaces is not equal. , the load is always biased towards the root of the male thread. As a result, fitting is lost, the torque radius becomes smaller, and there is a tendency for the material to loosen easily.
第2図は規格メートルねじのねじ山の形状を示している
。こ)で雄ねじ1、雌ねじ2ともフランク角は3011
1であり、無負荷の状態では雄ねじ1と雌ねじ2とはね
じ面同士で接触する。締付けによりねじ山が負荷したと
きは、ねじ山はそれぞれ弾性変形する。第3図および第
4図は、雄ねじ1および雌ねじ2の横斬面を示す。それ
ぞれ′の図において、一定の角度θに挟まれたねじ山の
付は根の円周長さは雄ねじ1の場合AB、雌ねじ2の場
合CDであり、当然AB<CDの関係が成り立つ。Figure 2 shows the shape of the thread of a standard metric thread. ), the flank angle for both male thread 1 and female thread 2 is 3011.
1, and under no load, the male thread 1 and the female thread 2 are in contact with each other at their thread surfaces. When a load is applied to the threads by tightening, each thread deforms elastically. 3 and 4 show transverse planes of the male thread 1 and the female thread 2. In each figure ', the circumferential length of the roots of the threads sandwiched by a certain angle θ is AB in the case of the male thread 1 and CD in the case of the female thread 2, and naturally the relationship AB<CD holds true.
したがって、ねじ山が同じ荷重で別々に負荷したときは
雄ねじ1のねじ山の弾性変形は雌ねじ2のねじ山のそれ
より大きいので、負荷によるねじ山の倒れは雄ねじ1の
方が大きい。雄ねじ1と雌ねじ2のねじ面が接触したま
ま弾性変形する場合は、前用の作用中心は半径の小さい
側へ移動してバランスしようとする。このためねじ山間
の接触面圧の分布は一様でなく、雄ねじ1の谷底1a側
に偏って作用している。この状態は、ねじ山の接触面に
おけるなじみを悪くし、ナツトがゆるみ回転するさいの
トルク半径を小さくするので、ゆるみやすいという傾向
をもたらす。Therefore, when the same load is applied to the threads separately, the elastic deformation of the threads of the male thread 1 is greater than that of the threads of the female thread 2, so the fall of the threads due to the load is greater for the male thread 1. When the thread surfaces of the male thread 1 and the female thread 2 are elastically deformed while being in contact with each other, the front center of action moves toward the smaller radius side and tries to balance. Therefore, the distribution of contact surface pressure between the threads is not uniform, and the pressure is biased towards the root 1a of the male thread 1. This condition impairs the fitting of the thread on the contact surface and reduces the torque radius when the nut loosens and rotates, resulting in a tendency for the nut to loosen easily.
本発明は上記従来技術の欠点に着目し、これを改善する
ことを目的としてなされたもので、無負荷のとき雄ねじ
の山頂角部で接触するように一方のねじ山のフランク角
を他に対しわずかに変えることにより、負荷時の面圧を
均等化し、上述の不具合を除去しようとするものである
。The present invention has focused on the above-mentioned drawbacks of the prior art, and has been made with the aim of improving this, and the flank angle of one thread is adjusted relative to the other so that the crest corner of the male thread contacts when there is no load. By making slight changes, it is possible to equalize the surface pressure under load and eliminate the above-mentioned problems.
上記目的を達成するため、本発明は、互いに嵌り合う雄
ねじと雌ねじの負荷ねじ面同士のフランク角を、無負荷
時の雄ねじの山頂角部で接触するよう一方を他方に対し
略1’ 20’〜3°30′の範囲変えたことを特徴と
するものである。In order to achieve the above object, the present invention sets the flank angles of the loaded thread surfaces of a male thread and a female thread that fit together to be approximately 1'20' relative to the other so that the flank angles of the loaded thread surfaces of the male thread and the female thread that are fitted into each other are in contact with each other at the crest corner of the male thread when no load is applied. It is characterized by changing the range of ~3°30'.
以下、本発明を第1図に示1実施例により第2図と共通
する部分には同一符号を用いて説明する。Hereinafter, the present invention will be explained based on one embodiment shown in FIG. 1, using the same reference numerals for parts common to those in FIG.
第2図に示すように、雌ねじ2の負荷ねじ面2a側のフ
ランク角は、30度より僅かに大きな値(+α)とされ
ている。これにより、ねじ面間の接触面圧の分布を一様
にしてなじみが良く、トルク半径の減小を防いでゆるみ
にククする効果をもたらす。As shown in FIG. 2, the flank angle of the female thread 2 on the loaded thread surface 2a side is set to a value (+α) slightly larger than 30 degrees. As a result, the distribution of the contact pressure between the threaded surfaces is made uniform, resulting in good fitting, and the effect of preventing the torque radius from decreasing and loosening.
αの値については、呼び径10履のメートル並目ねじの
六角ナツトを20ON9f−cj+で締めつけた場合の
ゆるみ試験の結果によれば、1疫20分〜3度30分程
度であり、好ましくは2°30’〜3” O’ とされ
る。Regarding the value of α, according to the results of a loosening test when a hexagonal nut with a metric coarse thread with a nominal diameter of 10 shoes is tightened with 20ON9f-cj+, it is about 20 minutes for one turn to 30 minutes for three degrees, and is preferably 2°30' to 3"O'.
下表に本発明をナツトの雌ねじに施した場合の試験結果
を示す。The table below shows the test results when the present invention was applied to the female thread of a nut.
上表において「ナツトA」はαを1°20′、「ナツト
B」はαを3°30’ 、rナツトC」はαを5’45
’ とした場合である。In the table above, ``Nut A'' has α of 1°20', ``Nut B'' has α of 3°30', and r-Nut C'' has α of 5'45.
'.
ナツトA、Bは、いずれも「標準ナツト」が完全にゆる
みきっても相当な残留トルクを残しており、ナツトCは
逆の結果となっている。これはαが5°45′の増色と
したため、ボルトとの良好な嵌合がなされないためと考
えられる。したがって本発明の目的を達成するαの値は
、1°20’〜3°30′の範囲内であることが望まし
い。Nuts A and B both leave considerable residual torque even when the "standard nut" is completely loosened, while nut C has the opposite result. This is thought to be due to the fact that α was increased to 5°45', which did not allow a good fit with the bolt. Therefore, the value of α that achieves the object of the present invention is preferably within the range of 1°20' to 3°30'.
なお上記の本発明の説明に用いた第2図では、1−αを
雌ねじ2側に付与したが、これは雄ねじ1の負荷ねじ面
側1bに−αとして付与してもよい。In FIG. 2 used for the above description of the present invention, 1-α is given to the female thread 2 side, but this may be given to the load thread surface side 1b of the male thread 1 as -α.
また、使用に際して負荷ねじ而を定め難い場合は、両方
のねじ面に+α(雌ねじに適用する場合)、−α(雄ね
じに適用する場合)を付与してもよい。In addition, if it is difficult to determine the load thread during use, +α (when applied to a female thread) or -α (when applied to a male thread) may be added to both thread surfaces.
以上説明したように、本発明は、互いに嵌り合う雄ねじ
と雌ねじの負荷ねじ面同士のフランク角を、無負荷時の
雄ねじの山頂角部で接触するよう一方を他方に対し略1
°20’〜3°30′の範囲変えた構成としたことによ
り、締着時における負荷時の負荷ねじ面の面圧を均等化
することができ、これによりトルク半径を大きくするこ
とができてゆるみが生じにくいねじとすることができる
。As explained above, the present invention adjusts the flank angle between the load thread surfaces of the male thread and the female thread that fit into each other so that one side is approximately 1.0 angle with respect to the other so that the flank angles of the load thread surfaces of the male thread and the female thread that fit into each other are brought into contact at the crest corner of the male thread when no load is applied.
By changing the range between °20' and 3°30', it is possible to equalize the surface pressure on the loaded screw surface during load during tightening, and thereby increase the torque radius. It is possible to use a screw that does not easily loosen.
第1図は本発明による均圧ねじの一実施例を示すねじ山
の断面図、第2図は規格メートルねじのねじ山の形状を
示す断面図、第3図および第4図は雄ねじおよび雌ねじ
の横断面図で、ねじ山の弾性変形の違いを説明するため
の図である。
1・・・雄ねじ、1a・・・谷底、2・・・雌ねじ、1
b。
2a・・・負荷ねじ面。
出願人代理人 猪 股 清
党1図 第2図
手続補正書
昭和60年 特許願 第129660月2 発明の名称
事件との関係 特許出願人
東京都千代田甑卆窟5ハT)几、21災え裂「2°00
′」と訂正する。
(3) 同上第5真鶴の表側欄(NO,II>最下段
のrXJをrYJと訂正する。Fig. 1 is a sectional view of a thread showing an embodiment of a pressure equalizing screw according to the present invention, Fig. 2 is a sectional view showing the shape of a thread of a standard metric thread, and Figs. 3 and 4 are a male thread and a female thread. FIG. 3 is a cross-sectional view for explaining the difference in elastic deformation of the screw thread. 1... Male thread, 1a... Valley bottom, 2... Female thread, 1
b. 2a... Load thread surface. Applicant's agent Inomata Qing Party 1 Figure 2 Procedural amendment 1985 Patent application No. 129660 October 2 Relationship to the name of the invention case Patent applicant Tokyo Chiyoda Shobakutsu 5 H T) 几, 21 disaster Fissure “2°00”
’” and corrected. (3) Same as above, No. 5 Manazuru front side column (NO, II> Correct rXJ in the bottom row to rYJ.
Claims (1)
ンク角を、無負荷時の雄ねじの山頂角部で接触するよう
一方を他方に対し略1°20′〜3°30′の範囲変え
たことを特徴とする均圧ねじ。The flank angle between the loaded thread surfaces of the male and female threads that fit into each other was changed by approximately 1°20' to 3°30' relative to the other so that they would contact each other at the crest corner of the male thread when no load was applied. Features a pressure equalizing screw.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12966085A JPS61286605A (en) | 1985-06-14 | 1985-06-14 | Equalizing screw |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP12966085A JPS61286605A (en) | 1985-06-14 | 1985-06-14 | Equalizing screw |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS61286605A true JPS61286605A (en) | 1986-12-17 |
JPH0343491B2 JPH0343491B2 (en) | 1991-07-02 |
Family
ID=15014995
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP12966085A Granted JPS61286605A (en) | 1985-06-14 | 1985-06-14 | Equalizing screw |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS61286605A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7214020B2 (en) | 2004-05-27 | 2007-05-08 | Kabushiki Kaisha Suzuki Rashi Seisakusho | Looseness resisting screw and stud hole |
JP2009115251A (en) * | 2007-11-08 | 2009-05-28 | Hamanaka Nut Kk | Bolt and nut |
JP2016508200A (en) * | 2012-10-01 | 2016-03-17 | インテグリス・インコーポレーテッド | Concatenation system and concatenation method |
Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61241512A (en) * | 1985-04-17 | 1986-10-27 | ジエイムズ・エツチ・ソ−プ | Detent female screw thread and formation method thereof |
-
1985
- 1985-06-14 JP JP12966085A patent/JPS61286605A/en active Granted
Patent Citations (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS61241512A (en) * | 1985-04-17 | 1986-10-27 | ジエイムズ・エツチ・ソ−プ | Detent female screw thread and formation method thereof |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US7214020B2 (en) | 2004-05-27 | 2007-05-08 | Kabushiki Kaisha Suzuki Rashi Seisakusho | Looseness resisting screw and stud hole |
JP2009115251A (en) * | 2007-11-08 | 2009-05-28 | Hamanaka Nut Kk | Bolt and nut |
JP2016508200A (en) * | 2012-10-01 | 2016-03-17 | インテグリス・インコーポレーテッド | Concatenation system and concatenation method |
Also Published As
Publication number | Publication date |
---|---|
JPH0343491B2 (en) | 1991-07-02 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
EXPY | Cancellation because of completion of term |