JP4580061B2 - Rolled female screw - Google Patents

Rolled female screw Download PDF

Info

Publication number
JP4580061B2
JP4580061B2 JP2000135749A JP2000135749A JP4580061B2 JP 4580061 B2 JP4580061 B2 JP 4580061B2 JP 2000135749 A JP2000135749 A JP 2000135749A JP 2000135749 A JP2000135749 A JP 2000135749A JP 4580061 B2 JP4580061 B2 JP 4580061B2
Authority
JP
Japan
Prior art keywords
screw
thread
flank
rolled
female screw
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.)
Expired - Fee Related
Application number
JP2000135749A
Other languages
Japanese (ja)
Other versions
JP2001317518A (en
Inventor
久 相木
郁也 井上
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.)
Yanmar Co Ltd
Original Assignee
Yanmar 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 Yanmar Co Ltd filed Critical Yanmar Co Ltd
Priority to JP2000135749A priority Critical patent/JP4580061B2/en
Publication of JP2001317518A publication Critical patent/JP2001317518A/en
Application granted granted Critical
Publication of JP4580061B2 publication Critical patent/JP4580061B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Images

Description

【0001】
【発明の属する技術分野】
本願発明は、ねじ山を転造加工してなる転造めねじに関し、特に、シリンダブロック、クランクケースあるいは連接棒の軸受メタルキャップ等エンジン構成部材の締結に利用されるメートルねじに適した転造めねじに関する。
【0002】
【従来の技術】
転造めねじ及び転造おねじは、周知のように転造工程において、めねじ下孔の内周面あるいはおねじ用軸部材の外周面を、転造工具により塑性変形させることにより、ねじ山の頂き部分を隆起させると共に谷底部分を陥没させて製造する。
【0003】
また、エンジン構成部材の締結に利用される転造めねじ及び転造おねじとしては、通常ISOメートルねじ(三角ねじ)を採用しており、基準山形のねじ山の角度は60°に設定され、フランク角はねじ山の角度の半分(30°)に設定されている。
【0004】
図3は従来の転造めねじ1を示しており、ねじ山2のフランク角α01は上記のように30°に設定されている。ねじ山2の頂き4は、概ね1つの円弧面により両フランク3a,3bをつないでおり、谷底6は、ねじ軸線方向(図3の左右方向)と平行に形成され、そのねじ軸線方向の両端6a,6bはフランク3a,3bと直接交差することにより、それぞれ1つの折曲点を介してつながっている。
【0005】
図4は、従来の転造おねじ11を示しており、ねじ山12のフランク角α02及びα03は上記のように30°に設定されている。ねじ山12の頂き14は、1つの円弧面により両フランク13a,13bをつないでいる。
【0006】
【発明が解決しようとする課題】
上記のような転造めねじ及び転造おねじを製造し、螺合した場合には、次のような課題が生じる。特に、連接棒の軸受けメタルキャップ等、大形エンジンの構成部材の締結に用いる場合には、昨今のエンジンの高出力化に対して、ねじの引張強度及び疲労強度の点で次のような課題が生じる。
【0007】
(1)ねじ山の頂きの強度及び欠けに関する課題
図3及び図4に示すように、転造めねじ1及び転造おねじ11は塑性変形によりねじ山2、12を隆起させるので、転造作業時、褶曲作用によって頂き4,14に皺が寄せ集められ、転造作業終了時には、頂き4,14にそれぞれV形の窪みBやクラックEが生じており、また、頂きの機械的性質も脆くなっている。このような状態でねじ1,11同士を螺合すると、頂き4,14に欠けが生じる。
【0008】
具体的に説明すると、図3のめねじ1の圧力側フランク(ねじ込み時に直接荷重を受ける側のフランク)3aの角度α01と、図4のおねじ11の圧力側フランク13aの角度α03は、前述のように同一値に設計され、計算上ではねじ込み時に両フランク3a,13a同士は略全面が接触するようになっている。しかし、製造誤差により、実際には角度α01と角度α03との間には差が生じており、ねじ同士の締付時には、圧力側フランク3aと圧力側フランク13aは偏当たり状態となっている。たとえば、α01>α03の場合は、図5に示すように、めねじ1の谷底6の近傍点M2とおねじ11の頂き14の近傍点N1で偏当たりし、両点M2,N1付近に接触面圧が集中する。そうすると、おねじ11の頂き14に欠けが発生し易くなる。
【0009】
反対にα01<α03の場合は、めねじ1の頂き4の近傍点M1とおねじ11の谷底16の近傍点N2で偏当たりし、両点M1,N2付近に接触面圧が集中する。そうすると、今度はめねじ1の頂き4に欠けが発生し易くなる。
【0010】
締結時に上記のような欠けが発生すると、欠けた破片がねじの噛合い部に噛み込まれ、締付トルクと軸力のバランスが崩れてしまう。すなわち、所定の締付トルクで締め付けても、フランク間に破片(異物)が存在していることにより、所定の軸力を得ることができなくなる。
【0011】
また、締付時に破片がフランクに焼き付いてしまい、ねじを緩める際に過大な力が必要となり、ねじを緩める作業に困難性を伴うようになる。
【0012】
(2)谷底の強度的な課題
図3のような転造めねじ1において、谷底6のねじ軸線方向両端とフランク3a、3bの間が、それぞれ一箇所の折曲点6a,6bのみでつながっている形状に成形する場合には、転造作業時、転造工具の谷底成形部分により、図6に示すようにファイバーフロー組織Fが切断されてしまい、引張強度が低下する。また、ねじ螺合時には、図7に示すようにめねじ1の谷底6に応力が集中するが、特に、谷底6と遊び側フランク3bとが交差する折曲点6bに極端に大きな応力が集中し、疲労強度の低下につながる。
【0013】
【発明の目的】
本願発明の目的は、ねじ山の頂きの強度を高くすると共に、欠けの生じ難い形状とし、また、谷底の角隅の強度を向上させることにより、転造めねじの引張強度及び疲労強度を向上させることである。
【0014】
【課題を解決するための手段】
上記課題を解決するために本願請求項1記載の発明は、ねじ山を転造加工してなる転造めねじにおいて、ねじ山の頂4を、ねじ軸線方向に一定の幅L1を有するように形成すると共に、頂き4のねじ軸線方向の両端とねじ山両側のフランク3a、3bと、をそれぞれ凸状のアール5、5を介して滑らかにつなぎ、前記頂き4のねじ軸線方向の中間部には、前記両アール5,5と滑らかにつながると共にねじ軸芯側とは反対側に緩やかに凹む凹部7が形成され、一方の前記フランク3aから頂き4を経て他方のフランク3bに至るまで、角部が存在しないように形成されている。
【0015】
【発明の実施の形態1】
図1は本願請求項1記載の発明を適用した転造めねじ1の断面拡大図であり、前記図3と同じ名称の部分には同じ符号を付しており、矢印C側がねじ軸芯側を示している。該図1に示す転造めねじ1は、ISOメートルねじであって、ねじ山角度は60°、圧力側フランク3aのフランク角α1は30°に設定されており、これらは図3と同様であるが、図1のねじ山2の高さH1は、図3の従来のねじ山の高さH01よりも低く形成しており、これに伴い、図1の頂き4のねじ軸線方向の幅L1も、図3の従来の頂き幅L01より広く形成してある。具体的には、図1のようにねじ山2の基準山形を構成する正三角形(とがり三角形)の高さをHとし、切取り高さをhとすると、h>1/4×H×1.25となるように切取り高さhを設定する。これにより、頂き4のねじ軸方向幅L1は、必然的に従来の頂き幅L01(図3)の1.25倍よりも大きく形成される。なお、上記ようにめねじのねじ山2を形成することに伴い、相手側おねじの谷底径は、上記寸法のめねじに嵌まる精度をもったものとする。たとえば、ねじの公差に関し、めねじの等級6Hとおねじの等級6hの組合せとする。なお、等級6H及び6hの各数字及び記号は、JIS規格にしたがった公差グレード及び公差位置を示すものであり、前記正三角形Tの高さを示す「H」と重複記載になっているが、両者は別の内容を示す記号であることを、念のために付け加えておく。
【0016】
図1の頂き4のねじ軸線方向両端には、凸状のアール5がそれぞれ形成され、各アール5を介して頂き4と各フランク3a,3bとを滑らかにつないでいる。また、頂き4のねじ軸線方向の中間部には、両アール5,5と滑らかにつながると共に矢印C側とは反対側に緩やかに凹む凹部7が転圧により形成されており、一方のフランク3aから頂き4を経て他方のフランク3bに至るまで、角部が存在しないようになっている。アール5,5の曲率半径は、ねじの呼び径16mmφに対して、たとえば0.15mm程度に設定されている。
【0017】
図2は、転造めねじ1に螺合可能な転造おねじ11であり、頂き14のねじ軸線方向両端に凸状のアール15,15を形成した例である。前記図4と同じ名称の部分には同じ符号を付しており、矢印C側がねじ軸芯側を示している。該図2に示す転造おねじ11はISOメートルねじであって、ねじ山角度は60°、圧力側フランク13aのフランク角α2及びα3は30°に設定されており、これらは図4と同様であるが、図2のねじ山12の高さH2は、図4の従来のねじ山高さH02よりも低く形成しており、これに伴い、図2の頂き14のねじ軸線方向の幅L2も、図4の従来の頂き幅L02より広く形成してある。具体的には、図2のようにねじ山12の基準山形を構成する正三角形(とがり三角形)の高さをHとし、切取り高さをhとすると、h>1/8×H×1.25となるように切取り高さhを設定する。これにより、頂き14のねじ軸方向幅L2は、必然的に従来の頂き幅L02(図4)の1.25倍よりも大きく形成される。なお、上記ようにおねじのねじ山12を形成することに伴い、相手側めねじの谷底径は、上記寸法のおねじに嵌まる精度をもったものとする。たとえば、ねじの公差に関し、めねじの等級6Hとおねじの等級6hの組合せとする。なお、前記図1の説明の場合と同様に、等級6H及び6hの各数字及び記号は、JIS規格にしたがった公差グレード及び公差位置を示すものであり、前記正三角形Tの高さを示す「H」と重複記載になっているが、両者は別の内容を示す記号である。
【0018】
図2の頂き14のねじ軸線方向両端に、上記凸状のアール15,15がそれぞれ形成され、各アール15,15を介して頂き14と各フランク13a、13bとをそれぞれ滑らかにつないでいる。すなわち、一方のフランク13aから頂き14を経て他方のフランク13bに至るまで、角部が存在しないようになっている。アール15,15の曲率半径は、ねじの呼び径16mmφに対して、たとえば0.15mm程度に設定されている。
【0019】
図1及び図2のように、各ねじ山2,12の高さH1、H2を従来の図3及び図4の高さH01、H02よりも低くすることにより、図1及び図2の頂き4,14をねじ軸線方向に広く形成し、かつ、各頂き4,14のねじ軸線方向両端にアール5,5,15,15を形成しているので、頂き4,14に転造時の褶曲作用による窪みやクラックが生じることはなく、かつ、強度も向上し、たとえフランク角に製造誤差が存在して、フランク同士が偏当たり状態となつても、頂き4又は14に欠けが生じることはなくなる。
【0020】
【その他の発明の実施の形態】
図1に示すような転造めねじの頂きの形状は、転造おねじに適用することができる。
【0021】
【発明の効果】
(1)転造めねじ1において、ねじ山の頂4を、ねじ軸線方向に一定の幅L1を有するように形成すると共に、頂き4のねじ軸線方向の両端とねじ山両側のフランク3a、3bと、をそれぞれ凸状のアール5、5を介して滑らかにつなぎ、前記頂き4のねじ軸線方向の中間部には、前記両アール5,5と滑らかにつながると共にねじ軸芯側とは反対側に緩やかに凹む凹部7が形成され、一方の前記フランク3aから頂き4を経て他方のフランク3bに至るまで、角部が存在しないように形成されているので、転造時に褶曲作用により頂き4に窪みが生じるのを防ぐことができると共に、頂き4自体の強度を向上させることができる。それにより、相手側おねじとの螺合時(締結時)に、頂き4に欠けが生じる心配はなくなり、従来のように欠けた破片がねじ噛合い部に噛み込まれることによる軸力の低下あるいは焼付きによる取外し作業の困難性が解消される。
【0022】
(2)また、めねじ1とおねじ11のフランク角の製造誤差により、圧力側フランク3a、13a同士が偏当たりしていても、上記アール5により、応力が一点に極端に集中するのを緩和し、このことからも上記頂き4の欠けを防止することができる。
【0023】
上記のように各部分の引張強度及び疲労強度が向上すると共に、頂きが欠ける現象を無くし、あるいは少なくすることができるので、ねじ全体としての疲労強度が向上し、高出力が要求されるエンジンのシリンダブロック、連接棒、メタルキャプ等構成部材の締結用ねじとして、強度的に充分に耐え得るねじを供給することができる。
【図面の簡単な説明】
【図1】 本願請求項1記載の発明を適用した転造めねじの縦断面拡大部分図である。
【図2】 本願の転造めねじに螺合する転造おねじの一例を示す縦断面拡大部分図である。
【図3】 従来の転造めねじの縦断面拡大部分図である。
【図4】 従来の転造おねじの縦断面拡大部分図である。
【図5】 従来の転造めねじと転造おねじの締結時の縦断面拡大部分図である。
【図6】 図3の転造めねじのファイバーフロー組織図である。
【図7】 図3の転造めねじの締結時の応力分布を示す縦断面拡大部分図である。
【符号の説明】
1 転造めねじ
2 めねじのねじ山
3a 圧力側フランク
3b 遊び側フランク
4 めねじの頂き
5 アール
6 めねじの谷底
7 凹部
8 アール
9 中間面
10 中間面
11 転造おねじ
12 おねじのねじ山
13a 圧力側フランク
13b 遊び側フランク
14 おねじの頂き
15 アール
16 おねじの谷底
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a rolling female thread formed by rolling a thread, in particular, the cylinder block, rolling suitable for metric thread utilized in the fastening of the crankcase or a bearing metal cap, such as an engine component member of the connecting rod Regarding female threads .
[0002]
[Prior art]
As is well known, a rolled female screw and a rolled male screw are formed by plastically deforming the inner peripheral surface of a female screw lower hole or the outer peripheral surface of a male screw shaft member with a rolling tool in a rolling process. Produced by raising the top of the mountain and sinking the bottom of the valley.
[0003]
In addition, ISO metric screws (triangular screws) are usually used as the rolling female screw and the rolling male screw used to fasten engine components, and the angle of the standard thread is set to 60 °. The flank angle is set to half the thread angle (30 °).
[0004]
FIG. 3 shows a conventional rolled female screw 1, and the flank angle α01 of the thread 2 is set to 30 ° as described above. The flange 4 of the screw thread 2 is generally connected to both flanks 3a and 3b by one circular arc surface, and the valley bottom 6 is formed in parallel to the screw axis direction (left and right direction in FIG. 3 ), and both ends in the screw axis direction. 6a and 6b are directly connected to each of the flanks 3a and 3b through one bending point.
[0005]
FIG. 4 shows a conventional rolled external thread 11, and the flank angles α02 and α03 of the thread 12 are set to 30 ° as described above. The flange 14 of the screw thread 12 connects both flanks 13a and 13b by one arc surface.
[0006]
[Problems to be solved by the invention]
When the above-described rolled female screw and rolled male screw are manufactured and screwed together, the following problems occur. In particular, when used for fastening components of large engines, such as bearing metal caps for connecting rods, the following issues in terms of the tensile strength and fatigue strength of screws against the recent increase in engine output Occurs.
[0007]
(1) Issues related to the strength and chipping of screw threads
As shown in FIGS. 3 and 4 , the rolling female screw 1 and the rolling male screw 11 raise the threads 2 and 12 by plastic deformation. At the end of the rolling operation, V-shaped dents B and cracks E are generated in the ridges 4 and 14, respectively, and the mechanical properties of the ridges are also fragile. When screws 1 and 11 are screwed together in such a state, chips 4 and 14 are chipped.
[0008]
More specifically, the angle α01 of the pressure side flank (flank on the side directly receiving a load when screwed) 3a of the female screw 1 in FIG. 3 and the angle α03 of the pressure side flank 13a of the male screw 11 in FIG. The two flanks 3a and 13a are substantially in contact with each other at the time of screwing. However, due to manufacturing errors, there is actually a difference between the angle α01 and the angle α03, and the pressure side flank 3a and the pressure side flank 13a are in a biased state when the screws are tightened. For example, in the case of α01> α03, as shown in FIG. 5 , the contact point is offset at the point M2 near the root 6 of the female screw 1 and the point N1 near the flange 14 of the external thread 11, and the contact surface is near both points M2 and N1. Pressure concentrates. If it does so, it will become easy to generate | occur | produce in the flange 14 of the external thread 11.
[0009]
On the other hand, when α01 <α03, the contact surface pressure is concentrated in the vicinity of the point M1 near the flange 4 of the female screw 1 and the point N2 near the valley bottom 16 of the male screw 11, and near both points M1 and N2. If it does so, it will become easy to generate | occur | produce in the flange 4 of the internal thread 1 this time.
[0010]
If the above-mentioned chipping occurs at the time of fastening, the chipped piece is caught in the meshing portion of the screw, and the balance between the tightening torque and the axial force is lost. That is, even when tightening with a predetermined tightening torque, a predetermined axial force cannot be obtained due to the presence of debris (foreign matter) between the flank.
[0011]
In addition, debris is burned into the flank during tightening, and an excessive force is required to loosen the screw, which makes it difficult to loosen the screw.
[0012]
(2) Strength issues at the bottom of the valley
In the case of forming the rolled female screw 1 as shown in FIG. 3 into a shape in which the two ends in the screw axial direction of the valley bottom 6 and the flank 3a, 3b are connected by only one bending point 6a, 6b, respectively. During the rolling operation, the fiber flow structure F is cut as shown in FIG. 6 by the valley bottom forming part of the rolling tool, and the tensile strength is lowered. Further, at the time of screwing, stress concentrates on the valley bottom 6 of the female screw 1 as shown in FIG. 7 , but extremely large stress is concentrated particularly on the bending point 6b where the valley bottom 6 and the play side flank 3b intersect. This leads to a decrease in fatigue strength.
[0013]
OBJECT OF THE INVENTION
The purpose of the present invention is to improve the tensile strength and fatigue strength of the rolled female screw by increasing the strength of the thread crest, making it difficult to chip, and improving the strength of the corners of the valley bottom. It is to let you.
[0014]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, the invention according to claim 1 of the present invention is a rolled female screw formed by rolling a thread so that the top 4 of the thread has a constant width L1 in the screw axial direction. and forming, received 4 of the screw axis direction end and threads on both sides of the flanks 3a, and 3b, and smoothly connect via a convex rounded 5,5 respectively, an intermediate portion of said top 4 of the screw axis direction Is formed with a recess 7 that is smoothly connected to both rounds 5 and 5 and that is gently recessed on the side opposite to the screw shaft core side, from one of the flank 3a through 4 to the other flank 3b. It is formed so that there is no part.
[0015]
DESCRIPTION OF THE PREFERRED EMBODIMENTS Embodiment 1
FIG. 1 is an enlarged cross-sectional view of a rolled female screw 1 to which the invention of claim 1 of the present application is applied . Parts having the same names as those in FIG. 3 are given the same reference numerals, and the arrow C side is the screw shaft side. Is shown. The rolled female screw 1 shown in FIG. 1 is an ISO metric screw, the thread angle is set to 60 °, and the flank angle α1 of the pressure side flank 3a is set to 30 ° . However, the height H1 of the thread 2 in FIG. 1 is lower than the height H01 of the conventional thread in FIG. 3 , and accordingly, the width L1 in the screw axis direction of the ridge 4 in FIG. also, it is formed wider than the conventional We width L01 of FIG. Specifically, as shown in FIG. 1, assuming that the height of a regular triangle (pointing triangle) constituting the reference mountain shape of the screw thread 2 is H and the cutting height is h, h> ¼ × H × 1. The cutting height h is set to be 25. Accordingly, the screw shaft direction width L1 of the collar 4 is inevitably formed larger than 1.25 times the conventional collar width L01 (FIG. 3) . In addition, with the formation of the thread 2 of the female thread as described above, it is assumed that the root diameter of the counterpart male thread has an accuracy of fitting into the female thread having the above dimensions. For example, regarding thread tolerance, a combination of female thread grade 6H and male thread grade 6h is used. The numbers and symbols of grades 6H and 6h indicate the tolerance grade and tolerance position according to JIS standards, and are overlapped with “H” indicating the height of the regular triangle T. Note that both are symbols that indicate different contents.
[0016]
In FIG. 1, convex rounds 5 are respectively formed at both ends in the screw axis direction of the hook 4 in FIG. 1, and the hook 4 and the flanks 3 a and 3 b are smoothly connected through the rounds 5. Further, a recess 7 that is smoothly connected to both rounds 5 and 5 and that is gently recessed on the opposite side to the arrow C side is formed by rolling in the middle portion of the screw 4 in the screw axis direction. No corners are present from 4 through 4 to the other flank 3b. The radius of curvature of the rounds 5 and 5 is set to, for example, about 0.15 mm with respect to the nominal diameter of the screw 16 mmφ.
[0017]
FIG. 2 shows a rolling male screw 11 that can be screwed onto the rolling female screw 1 and is an example in which convex rounds 15 and 15 are formed at both ends of the screw 14 in the screw axial direction. Parts having the same names as those in FIG. 4 are given the same reference numerals, and the arrow C side indicates the screw shaft core side. The rolled male thread 11 shown in FIG. 2 is an ISO metric thread, the thread angle is set to 60 °, and the flank angles α2 and α3 of the pressure side flank 13a are set to 30 °, which are the same as in FIG. However, the height H2 of the thread 12 in FIG. 2 is formed lower than the conventional thread height H02 in FIG. 4 , and accordingly, the width L2 of the screw 14 in FIG. 4 is formed wider than the conventional width L02 of FIG. Specifically, as shown in FIG. 2, assuming that the height of a regular triangle (pointed triangle) constituting the reference thread shape of the thread 12 is H and the cut height is h, h> 1/8 × H × 1. The cutting height h is set to be 25. Accordingly, the screw shaft direction width L2 of the collar 14 is inevitably formed larger than 1.25 times the conventional collar width L02 (FIG. 4) . It is to be noted that, as the screw thread 12 is formed as described above, it is assumed that the root diameter of the counterpart female screw has an accuracy of fitting into the male screw having the above dimensions. For example, regarding thread tolerance, a combination of female thread grade 6H and male thread grade 6h is used. As in the case of the description of FIG. 1, the numbers and symbols of the grades 6H and 6h indicate the tolerance grade and tolerance position according to the JIS standard, and indicate the height of the equilateral triangle T. Although it is duplicated with “H”, both are symbols indicating different contents.
[0018]
The convex rounds 15 and 15 are respectively formed at both ends of the screw 14 in FIG. 2 in the screw axis direction, and the hook 14 and the flanks 13a and 13b are smoothly connected through the rounds 15 and 15, respectively. In other words, there is no corner from the one flank 13a to the other flank 13b through 14. The radius of curvature of the rounds 15 and 15 is set to, for example, about 0.15 mm with respect to the nominal diameter of the screw 16 mmφ.
[0019]
As shown in FIG. 1 and FIG. 2, by a height H1, H2 of the thread 2, 12 lower than the height H01, H02 of the conventional 3 and 4, the top of FIGS. 1 and 2 4 , 14 are formed widely in the screw axis direction, and rounds 5, 5, 15, 15 are formed at both ends of the screw axis direction of each collar 4, 14, so No dimples or cracks are generated, and the strength is improved. Even if there is a manufacturing error in the flank angle and the flanks are in a biased state, there will be no chipping in 4 or 14 .
[0020]
[Other Embodiments]
The shape of the rolling female screw as shown in FIG. 1 can be applied to a rolling male screw .
[0021]
【The invention's effect】
(1) In the rolled female screw 1, the top 4 of the thread is formed so as to have a constant width L1 in the screw axial direction, and the flank 3a, 3b on both ends of the screw axial direction and on both sides of the thread Are smoothly connected to each other via convex rounds 5 and 5 , respectively, and at the intermediate part in the screw axial direction of the flange 4, the rounds 5 and 5 are smoothly connected and opposite to the screw shaft core side. A recess 7 that is gently recessed is formed so that there is no corner from the one flank 3a to 4 to the other flank 3b. It is possible to prevent the formation of a dent and improve the strength of the collar 4 itself. As a result, there is no concern that the chip 4 will be chipped during screwing (fastening) with the mating male screw, and the axial force is reduced due to the chipped piece being screwed into the screw engaging portion as in the prior art. Or the difficulty of the removal work by seizing is eliminated.
[0022]
(2) Even if the pressure side flank 3a, 13a is unevenly offset due to the manufacturing error of the flank angle of the female screw 1 and the male screw 11, the above-mentioned R 5 alleviates stress concentration at one point. From this point of view, it is possible to prevent the chipped portion 4 from being lost.
[0023]
As described above, the tensile strength and fatigue strength of each part can be improved, and the phenomenon of lack of cracks can be eliminated or reduced, so that the fatigue strength of the screw as a whole is improved and high output is required. As a fastening screw for a structural member such as a cylinder block, a connecting rod, or a metal cap, a screw that can withstand a sufficient strength can be supplied.
[Brief description of the drawings]
FIG. 1 is an enlarged partial sectional view of a rolled female screw to which the invention of claim 1 of the present application is applied.
FIG. 2 is an enlarged partial sectional view showing an example of a rolled male screw that is screwed to a rolled female screw of the present application.
FIG. 3 is an enlarged partial sectional view of a conventional rolled female screw.
FIG. 4 is an enlarged partial sectional view of a conventional rolled external thread.
FIG. 5 is an enlarged partial sectional view of a conventional rolled female screw and rolled male screw when fastened.
6 is a fiber flow structure diagram of the rolled female screw of FIG . 3. FIG.
7 is an enlarged partial sectional view showing a stress distribution at the time of fastening the rolled female screw of FIG . 3; FIG.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Rolled female thread 2 Female thread thread 3a Pressure side flank 3b Play side flank 4 Female thread collar 5 Earl 6 Female thread root
7 Recess 8 R 9 Intermediate surface 10 Intermediate surface 11 Rolled male screw 12 Male thread 13a Pressure side flank 13b Play side flank 14 Male thread 15 R 16 Male thread valley bottom

Claims (1)

ねじ山を転造加工してなる転造めねじにおいて、
ねじ山の頂4を、ねじ軸線方向に一定の幅L1を有するように形成すると共に、頂き4のねじ軸線方向の両端とねじ山両側のフランク3a、3bと、をそれぞれ凸状のアール5、5を介して滑らかにつなぎ、
前記頂き4のねじ軸線方向の中間部には、前記両アール5,5と滑らかにつながると共にねじ軸芯側とは反対側に緩やかに凹む凹部7が形成され、
一方の前記フランク3aから頂き4を経て他方のフランク3bに至るまで、角部が存在しないように形成されている、ことを特徴とする転造めねじ。
In the rolled female screw formed by rolling the thread,
The thread crest 4 is formed to have a constant width L1 in the screw axis direction, and both ends of the screw 4 in the screw axis direction and the flanks 3a and 3b on both sides of the thread are respectively provided with convex round 5, Connect smoothly through 5,
A concave portion 7 is formed in an intermediate portion in the screw axis direction of the flange 4 so as to be smoothly connected to both the rounds 5 and 5 and to be gently recessed on the side opposite to the screw shaft core side,
A rolled internal thread characterized by being formed so that no corners exist from one of the flank 3a through 4 to the other flank 3b .
JP2000135749A 2000-05-09 2000-05-09 Rolled female screw Expired - Fee Related JP4580061B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000135749A JP4580061B2 (en) 2000-05-09 2000-05-09 Rolled female screw

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000135749A JP4580061B2 (en) 2000-05-09 2000-05-09 Rolled female screw

Publications (2)

Publication Number Publication Date
JP2001317518A JP2001317518A (en) 2001-11-16
JP4580061B2 true JP4580061B2 (en) 2010-11-10

Family

ID=18643788

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000135749A Expired - Fee Related JP4580061B2 (en) 2000-05-09 2000-05-09 Rolled female screw

Country Status (1)

Country Link
JP (1) JP4580061B2 (en)

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008275062A (en) * 2007-04-27 2008-11-13 Nitto Seiko Co Ltd High-hardness screw made of aluminum alloy
JP2008291949A (en) * 2007-05-25 2008-12-04 Toyota Motor Corp Planetary differential screw type rotation-linear motion converting mechanism
JP5096111B2 (en) * 2007-11-08 2012-12-12 濱中ナット株式会社 Bolts and nuts
JP2009243465A (en) * 2008-03-10 2009-10-22 Ntn Corp Lash adjuster
JP5407323B2 (en) * 2008-12-24 2014-02-05 日本精工株式会社 Rack and pinion steering system
TWI400394B (en) * 2009-02-12 2013-07-01 Yugen Kaisha Art Screw Fastening members and fastening structures
WO2018193937A1 (en) * 2017-04-17 2018-10-25 パナソニックIpマネジメント株式会社 Rivet nut and manufacturing method therefor
JP7362109B2 (en) * 2019-06-17 2023-10-17 株式会社呉英製作所 Water stop bolt member, decorative cap member for scaffold connecting anchor, and method for assembling decorative cap member for scaffold connecting anchor

Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5586914A (en) * 1978-12-25 1980-07-01 Okabe Kk Screw with round thread
JPS57124538A (en) * 1981-01-26 1982-08-03 Yoshioki Tomoyasu Working and manufacturing method for screw with slit
JPS57195912A (en) * 1981-05-29 1982-12-01 Mitsubishi Heavy Ind Ltd Screw joint
JPS6062414A (en) * 1983-09-14 1985-04-10 O S G Kk Method of reducing effective diameter of female screw, and rolled thread tap for said reduction
JPS6233035A (en) * 1985-08-05 1987-02-13 Toyota Motor Corp Odd-shaped screw and its manufacture
JPH02195008A (en) * 1989-01-23 1990-08-01 Toshiba Corp Crack generation suppressing bolt
JPH0325044U (en) * 1989-07-21 1991-03-14
JPH0348413U (en) * 1989-09-13 1991-05-09
JPH07269542A (en) * 1994-03-29 1995-10-17 Nitto Seiko Co Ltd Tapping screw
JPH08590U (en) * 1992-09-04 1996-04-02 益美 山田 Fastener
JPH09239856A (en) * 1996-03-14 1997-09-16 Asahi Chem Ind Co Ltd Molding component of polyacetal resin
JPH11502011A (en) * 1996-09-11 1999-02-16 インタァファスト Screw parts system

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5329780B2 (en) * 1974-09-20 1978-08-23

Patent Citations (12)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5586914A (en) * 1978-12-25 1980-07-01 Okabe Kk Screw with round thread
JPS57124538A (en) * 1981-01-26 1982-08-03 Yoshioki Tomoyasu Working and manufacturing method for screw with slit
JPS57195912A (en) * 1981-05-29 1982-12-01 Mitsubishi Heavy Ind Ltd Screw joint
JPS6062414A (en) * 1983-09-14 1985-04-10 O S G Kk Method of reducing effective diameter of female screw, and rolled thread tap for said reduction
JPS6233035A (en) * 1985-08-05 1987-02-13 Toyota Motor Corp Odd-shaped screw and its manufacture
JPH02195008A (en) * 1989-01-23 1990-08-01 Toshiba Corp Crack generation suppressing bolt
JPH0325044U (en) * 1989-07-21 1991-03-14
JPH0348413U (en) * 1989-09-13 1991-05-09
JPH08590U (en) * 1992-09-04 1996-04-02 益美 山田 Fastener
JPH07269542A (en) * 1994-03-29 1995-10-17 Nitto Seiko Co Ltd Tapping screw
JPH09239856A (en) * 1996-03-14 1997-09-16 Asahi Chem Ind Co Ltd Molding component of polyacetal resin
JPH11502011A (en) * 1996-09-11 1999-02-16 インタァファスト Screw parts system

Also Published As

Publication number Publication date
JP2001317518A (en) 2001-11-16

Similar Documents

Publication Publication Date Title
JP5711408B2 (en) Fastening member and fastening structure
US7635243B2 (en) Load indicating fastener and method of manufacture
JP5227598B2 (en) Screw parts system
US4432682A (en) Threaded fastener assembly
JP4580061B2 (en) Rolled female screw
US6632057B1 (en) Fixing unit with an end imprint in a threaded terminal portion
JPH07253109A (en) Fixed element with thread and tool for manufacturing said fixed element
JP3522695B2 (en) Fastening structure for locking and washer for the fastening structure
US4594039A (en) Fastener
US20210364029A1 (en) Threaded fastener having a thread crest greater than its thread root and v angles on the crest and root
US8197167B2 (en) Securing mechanisms for components of a load indicating fastener
US4540321A (en) Anti-vibration thread form
US4586861A (en) Convex wedge ramp thread configuration
WO2013081545A1 (en) A reinforced locking washer
JP2007078072A (en) Connecting rod of internal combustion engine
JP4418025B1 (en) Bolt / Nut Fastener
JP6440883B1 (en) Tapping screw
JP2021105444A (en) Fastening structure
CN2439563Y (en) Loosen-proof and external screw jointing element
CN113309780A (en) Nut, bolt and threaded connection structure
JP3082539B2 (en) Method of forming oil relief for split bearings
JP3290723B2 (en) Connecting rod
JPH0348416Y2 (en)
JPS5842366B2 (en) connecting rod bolt
JPH04126008U (en) Tightening screw shaft

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20070123

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20081110

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20081118

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20090119

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20091117

RD04 Notification of resignation of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7424

Effective date: 20091228

RD03 Notification of appointment of power of attorney

Free format text: JAPANESE INTERMEDIATE CODE: A7423

Effective date: 20100114

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20100810

A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20100827

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Free format text: JAPANESE INTERMEDIATE CODE: R150

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130903

Year of fee payment: 3

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20140903

Year of fee payment: 4

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

LAPS Cancellation because of no payment of annual fees