JP4974312B2 - Screw with a slope at the bottom of the female thread valley - Google Patents
Screw with a slope at the bottom of the female thread valley Download PDFInfo
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- JP4974312B2 JP4974312B2 JP2009169498A JP2009169498A JP4974312B2 JP 4974312 B2 JP4974312 B2 JP 4974312B2 JP 2009169498 A JP2009169498 A JP 2009169498A JP 2009169498 A JP2009169498 A JP 2009169498A JP 4974312 B2 JP4974312 B2 JP 4974312B2
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- 229910000831 Steel Inorganic materials 0.000 claims 3
- 239000010959 steel Substances 0.000 claims 3
- 230000000694 effects Effects 0.000 description 7
- 230000000452 restraining effect Effects 0.000 description 7
- 230000002265 prevention Effects 0.000 description 6
- 238000004519 manufacturing process Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000007423 decrease Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000005304 joining Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000013459 approach Methods 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000001066 destructive effect Effects 0.000 description 1
- 238000011156 evaluation Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000008520 organization Effects 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000009864 tensile test Methods 0.000 description 1
- 238000012795 verification Methods 0.000 description 1
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Description
本発明は住宅用建築構造用部材の接合や自動車部品の締結などに使用される耐震性 安全性を向上させるに優れ、締め付け作業時間を大幅に短縮したナットINDUSTRIAL APPLICABILITY The present invention is a nut that is excellent in improving earthquake resistance and safety, and is used for joining residential building structural members and fastening automobile parts, and greatly shortening the tightening work time.
土木建築構造物、自動車、建築機械などの接合には広くボルト、ナットが使用されている。その中でも特に安全確保が要求される箇所にはさまざまの弛み防止品が締結されており、一部弛み止めナットはJISB1156で規格化されているBolts and nuts are widely used for joining civil engineering structures, automobiles, construction machinery, and the like. Among them, various types of loosening prevention products are fastened particularly where safety is required, and some loosening prevention nuts are standardized by JISB1156.
特開2005−121154は三次加工、四次加工が必要で製造原価が高く、量産は困難であるJapanese Patent Application Laid-Open No. 2005-121154 requires tertiary processing and quaternary processing, has a high manufacturing cost, and mass production is difficult
特願2005−76969はねじ面の摩擦抵抗で弛みを防止する商品であるが ねじ面のすべりが発生して弛み止め効果は期待できないJapanese Patent Application No. 2005-76969 is a product that prevents looseness by the frictional resistance of the screw surface, but it cannot be expected to prevent looseness due to slippage of the screw surface.
公開実用昭和59−86408はナット谷底傾斜角度30度であり、ねじ拘束力は解析結果では365Nとなり標準ナットよりは約60%拘束力は強いがNAS3354規格のself lock nut vibration testでは規格内容に合致していないThe public utility Showa 59-86408 has a nut bottom inclination angle of 30 degrees, and the screw restraint force is 365 N in the analysis result, which is approximately 60% stronger than the standard nut, but the self lock nut vibration test of the NAS3354 standard meets the standard content. I have not done
JIS規格ねじはボルト、ナット締結時においてねじ軸力をいかに高く、安定させるか色々の手段を講じているがねじ本来のもっている性質により摩擦係数を同一にすることは難しく結果として締め付け不安定の状況は解決されていない
近年、産業界よりはより安定した締結が求められているJIS standard screws use various means to increase and stabilize the screw axial force when tightening bolts and nuts, but it is difficult to make the friction coefficient the same due to the inherent nature of the screws, resulting in unstable tightening. In recent years, the situation has not been solved. More stable conclusions are required by the industry.
ねじ締結時、各ねじ山に加わる荷重は有限要素法による解析や、公的機関による研究によりメートルねじでは締結側第一ねじ山に多くの荷重が加わることが解明されている。そのためねじ締結時 応力集中部が破壊の起点になることが判明している
また、ねじ面の締結では面すべりが発生してねじ弛みが発生するIt has been clarified that the load applied to each screw thread at the time of screw tightening is applied to the first screw thread on the fastening side by the metric element analysis and research by public institutions. For this reason, it has been found that the stress concentration part at the time of screw fastening is the starting point of fracture.Further, when the screw surface is fastened, surface slippage occurs and screw looseness occurs.
本発明の目的はねじ締結時に ねじ部に発生する応力集中を分散させ、破壊性、耐疲労性に優れたナットを提供するとともに、六角ナットと同様の締結方法で弛み止め効果を発揮する製品であるThe purpose of the present invention is to provide a nut that disperses the stress concentration generated in the screw part during screw fastening, and has excellent fracture and fatigue resistance, and also exhibits a loosening prevention effect by the same fastening method as a hexagon nut. is there
有限要素モデルを図4に示す。ここではM8X1.25のボルト。ナット締結体で、ねじ山の5山分だけ噛み合うものを解析対象とした。ボルトは中心軸をX。Y方向に束縛し、Z軸周りの自由度を与える。ナットは側面を全方向完全束縛した。また被締結板はX.Y方向とZ軸周りの回転を拘束した。ボルト、ナットおよび被締結体の材質はSS400でヤング率186GPa、ポアソン比0.3、摩擦係数0.25とした。
解析ではボルト、ナット締結体と被締結板を18Nmの一定トルクで締め付け、ナットの谷底傾斜部の傾斜角度を23度から40度まで変化させたときのボルト塑性ひずみとボルトに作用する半径方向の拘束力を求めたA finite element model is shown in FIG. Here is M8X1.25 bolt. A nut fastening body that meshes with only five threads was selected as an analysis target. The bolt is center axis X. Bound in the Y direction, giving freedom around the Z axis. The nut was fully constrained on all sides. The fastened plate is X. The rotation around the Y direction and the Z axis was constrained. The material of the bolt, nut and member to be fastened was SS400, Young's modulus 186 GPa, Poisson's ratio 0.3, and friction coefficient 0.25.
In the analysis, the bolt, nut fastening body and the plate to be fastened are fastened with a constant torque of 18 Nm, and the plastic strain and the radial direction acting on the bolt when the inclination angle of the bottom valley slope of the nut is changed from 23 degrees to 40 degrees. Sought binding force
図5にボルトの塑性ひずみ分布を示す。六角ナットとボルトの組み合わせではほとんど塑性ひずみは生じないが、本発明品との組み合わせでは図5のようにボルトのねじ山接触部周辺で塑性ひずみが生じる。またこの塑性ひずみはボルト頭部(第一ねじ山)に近いほど大きく、その後徐々に小さくなることが分かった。このねじ山の塑性変形量を本発明品について求めたのが図6であるFIG. 5 shows the plastic strain distribution of the bolt. The combination of the hex nut and the bolt hardly causes plastic strain, but in the case of the combination with the present invention product, plastic strain is generated around the screw thread contact portion of the bolt as shown in FIG. It was also found that this plastic strain increases as it approaches the bolt head (first thread) and then gradually decreases. FIG. 6 shows the amount of plastic deformation of this thread for the product of the present invention.
図6より第一ねじ山の塑性変形量が最も大きいことが判った。
第一ねじ山に注目し第一ねじ山の塑性変形量と半径方向の力を調べたFIG. 6 shows that the amount of plastic deformation of the first thread is the largest.
Focusing on the first thread, we investigated the amount of plastic deformation and radial force of the first thread.
図7に半径方向の拘束力と塑性ひずみを示す。
ナット谷底傾斜部23度では半径方向の拘束力は六角ナットとほぼ同じ拘束力であるが、24度から急激に拘束力が増加し25度で最大の拘束力を発揮したFIG. 7 shows the restraining force and plastic strain in the radial direction.
In the nut
ナット谷底傾斜部25度以上の角度では、角度が大きくなるにつれて拘束力が小さくなり、次に塑性ひずみは発明品角度が23度から24度までは六角ナットとほぼ同じ値であるが、25度では最大の値を示した。さらに25度以上のナット谷底傾斜部では拘束力と同じように角度が大きくなるにつれ塑性ひずみが小さいことが判ったAt an angle of 25 ° or more at the bottom of the nut valley bottom, the restraining force decreases as the angle increases, and the plastic strain is approximately the same value as the hexagonal nut when the angle of the product is 23 ° to 24 °, but 25 ° Shows the maximum value. Furthermore, it was found that the plastic strain is smaller as the angle becomes larger in the inclined part of the bottom of the nut valley of 25 degrees or more like the restraining force.
図7の半径方向の拘束力と第一ねじ山の塑性ひずみの関係を示したのが図8であるナット谷底傾斜部25度で最大の拘束力を発揮するが、一方で最大の塑性変形が生じた。反面ナット谷底傾斜部24度では塑性変形量が急激に減少し六角ナットとほぼ同じで、六角ナットの1.5倍の拘束力を発揮したThe relationship between the radial restraint force in FIG. 7 and the plastic strain of the first screw thread shows the maximum restraint force at 25 ° at the bottom of the nut valley slope as shown in FIG. occured. On the other hand, the amount of plastic deformation suddenly decreased at 24 degrees at the bottom of the nut valley bottom, which was almost the same as the hexagon nut, and exhibited a restraining force 1.5 times that of the hexagon nut.
本発明に係るナットは、締結したときに荷重が作用する側の加圧フランク面に傾斜部を設け、ねじ基本寸法より ねじ寸法を拡大したねじ山で構成されているThe nut according to the present invention is configured by a thread having an inclined portion on the pressure flank surface on which a load is applied when fastened, and having a screw size larger than the basic screw size.
図1より、メートルねじ基本寸法は1、2、3、4、で構成され、本発明品は9、10、12、13で構成されている。10、12は軸線より24.5度から27度傾斜しており、9、10、11、13のねじ寸法は基準寸法より0.17mmから0.45mm大きく寸法設計されているFrom FIG. 1, the basic dimensions of the metric thread are 1, 2, 3, 4 and the product of the present invention is 9, 10, 12, 13. 10 and 12 are inclined from 24.5 to 27 degrees from the axis, and the thread dimensions of 9, 10, 11, and 13 are designed to be 0.17 mm to 0.45 mm larger than the standard dimension.
図1の10から12の傾斜角度について、有限要素法解析より23度ではボルト拘束力が240Nで六角ナットとほぼ同じであり、弛み止め効果は期待できない。
24度では拘束力が330Nとなり六角ナットより1.4倍のボルト拘束力があり弛み止め効果が期待できる また、塑性変形量も0.003と塑性変形しないWith respect to the inclination angle of 10 to 12 in FIG. 1, at 23 degrees from the finite element method analysis, the bolt restraint force is 240 N, which is almost the same as that of the hexagon nut, and the effect of preventing loosening cannot be expected.
At 24 degrees, the restraint force is 330 N, and the bolt restraint force is 1.4 times that of the hexagon nut, and a slack prevention effect can be expected. Also, the plastic deformation amount is not 0.003, which is plastic deformation.
図1の10から12の傾斜角度について、有限要素法解析より25度ではボルト拘束力が480Nとなり六角ナットより約2倍拘束力が強く弛み止め効果は期待できるWith respect to the inclination angle of 10 to 12 in FIG. 1, the bolt restraint force is 480 N at 25 degrees from the finite element method analysis, and the restraint effect is expected to be about twice as strong as the hexagon nut.
図2の実開昭59−086408より、1、2、3、4のねじ基準寸法線の加圧側フランク面にたいし5から6の傾斜角度を30度に設定されている
本発明とは傾斜角度が異なり、ねじ基本寸法より0.17mm以上拡大した本発明品とは基本的に異なる。According to FIG. 2 of Japanese Utility Model Laid-Open No. 59-086408, the inclination angle of 5 to 6 is set to 30 degrees with respect to the pressure side flank surface of the screw
図3の特願2007−77810より1、2、3、4のねじ基準寸法線の加圧側フランク面にたいし7から8の傾斜角度を27度から37度に設定されており、その傾斜角度部はねじ基準線より0.05mmから0.12mm下がった位置であり、本発明のねじ基準線より拡大設計されたのと大きく異なるAccording to Japanese Patent Application No. 2007-77810 in FIG. 3, the inclination angle of 7 to 8 is set to 27 to 37 degrees on the pressure side flank surface of the screw reference dimension lines of 1, 2, 3, and 4. The part is a position 0.05 mm to 0.12 mm below the screw reference line, which is greatly different from the enlarged design of the screw reference line of the present invention.
本発明に係るナットの実施形態を図面に基づいて詳しく説明するAn embodiment of a nut according to the present invention will be described in detail with reference to the drawings.
図1より、メートルねじ基準寸法より0.17mmから0.45mm拡大された9,10,12,13形状ねじ山はメートルねじ基準ボルト寸法に関係しており図9による実際寸法による解析より ねじ寸法を拡大することによりボルトが容易に挿入され、ボルト寸法がJIS2級の最大値から最小値においても傾斜角度が弛み止め効果を発揮されるよう設定されているFrom Fig. 1, the 9, 10, 12, and 13-shaped threads that are 0.17mm to 0.45mm larger than the metric screw reference dimensions are related to the metric screw reference bolt dimensions. Bolts are easily inserted by enlarging the angle, and the tilt angle is set so that the slack prevention effect is exhibited even when the bolt dimension is from the maximum value to the minimum value of
図1より10から12の傾斜角度を24.5度から27度に設定されておりこの角度にすることによりねじ締結時に受ける荷重を各ねじ山が分散して受ける図10As shown in FIG. 1, the inclination angle of 10 to 12 is set from 24.5 degrees to 27 degrees, and by using this angle, the load received at the time of screw fastening is distributed among the screw threads.
本発明のナットは、メートルねじ山が第一ねじ山に多くの応力が集中するのに対しボルト勘合時噛み合うねじ山全体で荷重を受け、破壊性、耐震性に優れており、製造工程においては他の弛み止め製品が多くの工程が必要であるが本発明品は六角ナットと同じ製造工程で量産されるため製造原価を低く抑えられるThe nut of the present invention receives a load in the entire thread that meshes when the bolt is engaged, while the metric thread concentrates a lot of stress on the first thread, and has excellent destructive and earthquake resistance. Other slack prevention products require many processes, but because the product of the present invention is mass-produced in the same manufacturing process as the hexagon nut, the manufacturing cost can be kept low.
ナットねじ山谷底に傾斜角度を設けたことにより引っ張り試験においてはJIS規格値の1.8倍の荷重を受けてもねじの伸びが発生せず、荷重を分散して受けているおり破壊性、耐震性に優れたものとなったBy providing an angle of inclination at the bottom of the nut screw thread valley, in the tensile test, even if a load that is 1.8 times the JIS standard value is applied, the screw does not stretch, and the load is dispersed and received. Excellent earthquake resistance
弛み止めナットの性能評価はNAS3354規格(米国航空宇宙局規格)により実証試験される 公的機関での実証試験において本発明品は30,000回転後正常に締結されており弛み止め効果が実証されたThe performance evaluation of the locking nut is verified by the NAS3354 standard (American Aerospace Administration standard). In the verification test at a public organization, the product of the present invention is normally fastened after 30,000 rotations, and the locking effect is verified. The
1 JIS規格メートルねじ 基準線位置
2 JIS規格メートルねじ 基準線位置
3 JIS規格メートルねじ 基準線位置
4 JIS規格メートルねじ 基準線位置
5 実開昭59−086408谷底部傾斜角度
6 実開昭59−086408谷底部傾斜角度
7 特願2007−77810谷底傾斜角度
8 特願2007−77810谷底傾斜角度
9 本発明品ねじ山
10 本発明品谷ねじ山、底傾斜角度
11 ねじ基準線より拡大したねじ山位置
12 本発明品ねじ山、谷底傾斜角度
13 本発明品ねじ山1 JIS Standard Metric Screw
Claims (4)
The steel nut according to claim 1, wherein the slope of the cross-sectional shape of the bottom of the valley is 24.5 degrees.
Priority Applications (1)
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JP2009169498A JP4974312B2 (en) | 2009-06-26 | 2009-06-26 | Screw with a slope at the bottom of the female thread valley |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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JP2009169498A JP4974312B2 (en) | 2009-06-26 | 2009-06-26 | Screw with a slope at the bottom of the female thread valley |
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JP2011007318A JP2011007318A (en) | 2011-01-13 |
JP4974312B2 true JP4974312B2 (en) | 2012-07-11 |
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JP2009169498A Active JP4974312B2 (en) | 2009-06-26 | 2009-06-26 | Screw with a slope at the bottom of the female thread valley |
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KR20160003315A (en) * | 2013-07-03 | 2016-01-08 | 쑹린 쉬 | Anti-loosening threaded part |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
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CA1051329A (en) * | 1975-10-08 | 1979-03-27 | Horace D. Holmes | Locking thread construction |
CA1117330A (en) * | 1978-11-13 | 1982-02-02 | Erwin C. Witte | Self-locking nut |
US6952438B2 (en) * | 2003-10-31 | 2005-10-04 | Sgl Carbon Ag | Threaded connection for carbon and/or graphite electrode columns |
JP2008208983A (en) * | 2007-02-23 | 2008-09-11 | World Lock:Kk | Slack preventing structure for screw with nut having inclined screw bottom portion |
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