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JPH086738B2 - Fatigue resistant screw structure - Google Patents
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JPH086738B2 - Fatigue resistant screw structure - Google Patents

Fatigue resistant screw structure

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Publication number
JPH086738B2
JPH086738B2 JP2293736A JP29373690A JPH086738B2 JP H086738 B2 JPH086738 B2 JP H086738B2 JP 2293736 A JP2293736 A JP 2293736A JP 29373690 A JP29373690 A JP 29373690A JP H086738 B2 JPH086738 B2 JP H086738B2
Authority
JP
Japan
Prior art keywords
thread
screw
male
female
threads
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 - Lifetime
Application number
JP2293736A
Other languages
Japanese (ja)
Other versions
JPH04171311A (en
Inventor
宣行 杉村
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2293736A priority Critical patent/JPH086738B2/en
Publication of JPH04171311A publication Critical patent/JPH04171311A/en
Publication of JPH086738B2 publication Critical patent/JPH086738B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] この発明は、アキュムレータ等に用いる疲労に強いね
じ構造に関するものである。
Description: [Industrial application] The present invention relates to a fatigue-resistant screw structure used for accumulators and the like.

[従来の技術] 第9図に示すように、アキュムレータは、容器主体1
の内部をブラダ2により気体室2aと流体室2bとに仕切
り、その両端部を側板3、4で閉鎖すると共に液体回路
5の液圧変化に応じてブラダ2を伸縮させ、液圧回路の
脈動吸収使用やショックアブソーバ作用などを行わしめ
ている。
[Prior Art] As shown in FIG. 9, the accumulator is a container main body 1.
The inside of the chamber is partitioned by a bladder 2 into a gas chamber 2a and a fluid chamber 2b, both ends of which are closed by side plates 3 and 4, and the bladder 2 is expanded and contracted in response to changes in the hydraulic pressure of the liquid circuit 5 to pulsate the hydraulic circuit. It is used for absorption and shock absorbers.

この容器本体1と側板3、4との固定手段として平行
ねじが用いられている。
Parallel screws are used as fixing means for the container body 1 and the side plates 3 and 4.

しかし、アキュムレータ内の圧力が上昇し側板が外方
に押されると、ねじには軸方向及び周方向の荷重が加わ
る。ところが、この荷重は、引張力方向に大きく偏り、
引張荷重を受けるめねじの先端側のねじ山に大きな荷重
がかかり、特に第1山目のねじ山に荷重が集中すること
になる。そのため、めねじ先端部のねじ底谷に応力集中
が生じ、そこから破壊してしまう。
However, when the pressure inside the accumulator rises and the side plate is pushed outward, axial and circumferential loads are applied to the screw. However, this load is largely biased in the tensile force direction,
A large load is applied to the thread on the tip side of the female screw that receives the tensile load, and the load is concentrated especially on the first thread. Therefore, stress concentration occurs in the thread bottom valley at the tip of the female thread, and the thread is destroyed from there.

そこで、この問題を解決するために、おねじのねじ山
の頂部を第1山目、第2山目、第3山目と順次少なく切
り取り、各頂部を結ぶ直線がテーパー状となる様にした
ねじ(以下 テーパねじ、という)を用いることが考え
られる。(特公昭56−53651号公報、米国特許第4189975
号参照) このねじは、おねじとめねじとの接触面積を引張荷重
方向に対して次第に減少させることにより、各ねじ山の
分担荷重を均一にし、集中応力の発生を防止しようとす
るものである。
Therefore, in order to solve this problem, the tops of the threads of the male thread are cut off in order from the first peak, the second peak, and the third peak so that the straight line connecting the tops is tapered. It is possible to use a screw (hereinafter referred to as a taper screw). (Japanese Patent Publication No. 56-53651, U.S. Pat.
(See No.) This screw is intended to prevent the generation of concentrated stress by gradually reducing the contact area between the male and female threads in the tensile load direction so that the shared load of each thread is uniform. .

[発明が解決しようとする課題] 従来例のテーパーねじでは、引張荷重を受ける第1山
目のねじは、該引張荷重に対し塑性変形と弾性限度内変
形を起こしながら、弾性限度変形分だけの荷重を分担
し、それ以外の荷重は次の第2山目のねじ山に伝達され
る。そうすると、該ねじ山は、第1山目のねじ山と同様
な要領で荷重を分担し、それ以外の荷重は次のねじ山に
伝達される。このようにして、各ねじ山の分担荷重を接
触面積により規制すると、前述の様に各ねじ山の局部が
塑性変形を起こすのでピッチが変化する。そのため、螺
合しているめねじとおねじとを相対的に移動できなくな
ることがあり、アキュムレータの保守点検等に支障をき
たすことがある。
[Problems to be Solved by the Invention] In the taper screw of the conventional example, the first thread that receives a tensile load causes plastic deformation and deformation within the elastic limit with respect to the tensile load, and only the elastic limit deformation component is generated. The load is shared, and the other loads are transmitted to the next second thread ridge. Then, the thread shares the load in the same manner as the thread of the first thread, and the other load is transmitted to the next thread. In this way, if the shared load of each screw thread is regulated by the contact area, the pitch changes because the local portion of each screw thread undergoes plastic deformation as described above. Therefore, the screwed female screw and male screw may not be able to move relative to each other, which may hinder maintenance and inspection of the accumulator.

この発明は、上記事情に鑑み、ねじ山が塑性変形しな
いようにすることを目的とする。
The present invention has been made in view of the above circumstances, and an object thereof is to prevent a screw thread from being plastically deformed.

[課題を解決するための手段] この発明はそれぞれねじ山とねじ谷とを備えたおねじ
とめねじを螺合したねじ構造において; 前記おねじの各ねじ谷底の径が同一であり、 前記めねじの各ねじ谷底の径が同一であり、 前記両ねじのねじ山がそれぞれ縦断面板状に形成され、 該めねじのねじ山の両斜面が対向する該おねじの山の斜
面に面接触しており、 該めねじの両端面に偏り防止リングが設けられ、該偏り
防止リングの外周面がめねじのねじ谷底より外側に位置
し、その内周面がおねじのねじ山の頂部と当接している
ことを特徴とする疲労に強いねじ構造である。
[Means for Solving the Problems] The present invention relates to a screw structure in which a male thread and a female thread each having a screw thread and a thread trough are screwed together; the diameters of the thread roots of the male thread are the same. The diameters of the thread roots of the screw are the same, the threads of the both threads are formed in a plate shape in vertical cross section, and both slopes of the threads of the female thread are in surface contact with the slopes of the opposite threads of the male thread. Bias prevention rings are provided on both end surfaces of the female thread, and the outer peripheral surface of the baffle prevention ring is located outside the thread root of the female thread, and the inner peripheral surface abuts the top of the male thread. It has a screw structure that is strong against fatigue.

[作用] おねじに荷重がかかると、めねじのねじ山は圧縮荷重
を受ける。該めねじのねじ山はその頂部側の両斜面をお
ねじのねじ山の斜面により挟まれるとともに、その両端
面は偏り防止リングにより挟まれながら変形する。
[Operation] When a load is applied to the male screw, the threads of the female screw receive a compressive load. The ridges of the female thread are sandwiched between the sloping surfaces on the top side by the sloping surfaces of the male thread, and both end surfaces are deformed while being sandwiched by the anti-bias rings.

[実施例] この発明の第1実施例を添付図面により説明するが、
同一図面符号はその名称も機能も同一である。おねじ10
とめねじ15は同心状に螺合され、軸心からおねじ10の各
ねじ谷底13までの距離、即ち径はそれぞれ等しく、又該
軸心からめねじ15の各ねじ谷底18までの距離、即ち径は
それぞれ等しく形成されている。
[First Embodiment] A first embodiment of the present invention will be described with reference to the accompanying drawings.
The same reference numerals have the same names and functions. Male thread 10
The female screws 15 are concentrically screwed together, and the distances from the shaft center to the respective thread roots 13 of the male screw 10, that is, the diameters are equal, and the distances from the shaft center to the respective thread roots 18 of the female screw 15, that is, the diameters. Are formed equal to each other.

ピッチPの等しいおねじ10のねじ山11は、断面台形状
に形成されている。
The threads 11 of the male screw 10 having the same pitch P are formed in a trapezoidal cross section.

めねじ15のねじ山16を変形しやすくするために、逃げ
部12、12′が形成されている。めねじ15は前記おねじ10
と同一弾性係数の材料で形成され、かつ、等ピッチPで
ある。めねじ15のねじ山16は、縦断面平板状に形成さ
れ、ねじ山16の高さHは通常のねじのそれより高く、か
つ、おねじ10のねじ山高さhより高い。めねじ15の頂部
15aの幅Dは、おねじのねじ山11の頂部10aの幅dより狭
く形成され、ねじ山16の方がねじ山11より変形しやすく
なっている。このめねじ15の両端面には、偏心するのを
防ぐため、偏り防止リングがボルトで固定されている。
この防止リング17は半径方向の幅がめねじ山の高さHよ
り大きく形成された円環状体であり、その外周面はめね
じ15のねじ谷底18より外側に位置する。即ち外周面とお
ねじ10の中心間の距離は、めねじ谷底とおねじ10の中心
間の距離より大きく形成されている。
In order to make the thread 16 of the female screw 15 easily deformable, the relief portions 12, 12 'are formed. Female thread 15 is the above male thread 10
Is formed of a material having the same elastic coefficient as that of P and has an equal pitch P. The thread 16 of the female thread 15 is formed in a plate shape in a longitudinal section, and the height H of the thread 16 is higher than that of a normal thread and higher than the thread height h of the male thread 10. Top of female thread 15
The width D of 15a is formed to be narrower than the width d of the top portion 10a of the thread 11 of the male thread, and the thread 16 is more easily deformed than the thread 11. An eccentricity prevention ring is fixed to both end surfaces of the female screw 15 with bolts in order to prevent eccentricity.
The prevention ring 17 is an annular body having a width in the radial direction larger than the height H of the internal thread, and its outer peripheral surface is located outside the thread root 18 of the internal thread 15. That is, the distance between the outer peripheral surface and the center of the male screw 10 is formed larger than the distance between the root of the female screw and the center of the male screw 10.

又該リング17の内周面は、おねじ10のねじ山11の頂部
10aに当接している。めねじ15の頂部15aとおねじ10のね
じ谷底13との間に、調整空間14を設け、又、おねじ10の
頂部10aとめねじ谷底18との間に、調整空間19を設け、
めねじのねじ山16が変形しやすいようにしている。めね
じ15の各ねじ山の頂部付近の両斜面は対向するおねじ10
のねじ山の斜面と面接触している。
The inner peripheral surface of the ring 17 is the top of the thread 11 of the male screw 10.
It is in contact with 10a. An adjusting space 14 is provided between the top portion 15a of the female screw 15 and the screw root 13 of the male screw 10, and an adjusting space 19 is provided between the top portion 10a of the male screw 10 and the female screw root 18.
The threads 16 of the female thread are made to be easily deformed. Both slopes near the top of each thread of female thread 15 are opposite male threads 10
Is in surface contact with the slope of the thread.

第1図に示す様に、おねじ10に矢印A10方向の荷重が
かかると、めねじ15は矢印A15の圧縮荷重を受け、第2
図に示す様にめねじ山16はその高さH、即ち、その全長
にわたって変形する。ところが、この変形する長さ、即
ち、変形スパンは標準のねじや前記おねじのそれに比べ
極めて長く、かつ、変形しやすい板状なので、このねじ
山16の単位長さ当たりの荷重が小さく、かつ、応力集中
も発生しない。
As shown in FIG. 1, when a load is applied to the external thread 10 in the direction of arrow A10, the internal thread 15 receives the compressive load of arrow A15 and
As shown, the female thread 16 is deformed over its height H, ie its entire length. However, the length of this deformation, that is, the deformation span is extremely longer than that of the standard screw or the male screw, and since it is a plate shape that is easily deformed, the load per unit length of the screw thread 16 is small, and No stress concentration occurs.

そのため、ねじ山16は弾性限度の範囲内でのみ変形す
るので、塑性変形することはない。
Therefore, the thread 16 is deformed only within the range of the elastic limit, and is not plastically deformed.

ねじ山16の変形に伴いめねじ15の軸心が変位しようと
するが、ねじ山の両端部に設けた偏り防止リング17、1
7′により、それが防止されるので両ねじ10、15は常に
同心状態が維持される。
The axial center of the female screw 15 tends to displace as the thread 16 is deformed, but the anti-bias rings 17, 1 provided at both ends of the thread
This is prevented by the 7 ', so that the screws 10, 15 are always kept concentric.

なお、おねじ10のねじ山11は、めねじ15のねじ山16に
比べ、その頂部10aの幅dが広く、かつ、その高さhが
低いので、ほとんど変形しない。
It should be noted that the thread 11 of the external thread 10 is substantially not deformed, as compared with the thread 16 of the female thread 15, because the width d of the top portion 10a thereof is wider and the height h thereof is lower.

この発明の実施例は上記に限定されるものではなく、
例えば、第3図、第4図に示す第2実施例の様に、おね
じ20とめねじ25のねじ山21、26をそれぞれ縦断面板状に
形成し、両ねじ山21、26の高さH、頂部21a、26aの幅
D、d、調整空間24、29と同一に形成してもよい。この
第2実施例では、おねじ20に矢印A20方向の荷重が加わ
ると、めねじ25は矢印A25方向の圧縮を受ける。
The embodiment of the present invention is not limited to the above,
For example, as in the second embodiment shown in FIGS. 3 and 4, the threads 21 and 26 of the external thread 20 and the internal thread 25 are formed in a plate shape in longitudinal section, and the height H of both threads 21 and 26 is H. The widths D and d of the tops 21a and 26a and the adjustment spaces 24 and 29 may be formed in the same manner. In the second embodiment, when a load is applied to the male screw 20 in the direction of arrow A20, the female screw 25 is compressed in the direction of arrow A25.

そうすると、双方のねじ山21、26は第4図に示す様に
互いに変形する。このねじ山21、26は標準のねじ山に比
べ高く、所謂変形スパンが長く、かつ、縦断面板状に形
成されているので、ねじ山の単位長さに対する加重が少
なく応力集中も発生しない。従って、弾性限度内でのみ
変形するので、塑性変形を防止することができる。
Then, both threads 21, 26 are deformed as shown in FIG. The threads 21 and 26 are higher than the standard threads, have a long so-called deformation span, and are formed in a plate shape in a vertical cross section. Therefore, the threads are less weighted per unit length and stress concentration does not occur. Therefore, it is possible to prevent plastic deformation because it deforms only within the elastic limit.

第5図、第6図は、第3実施例を示すもので、おねじ
本体30とめねじ本体35にそれぞれ螺旋状溝33、38を形成
し、帯状に形成したねじ山部材31、36を前記螺旋溝33、
38にそれぞれ嵌着し、おねじのねじ山31、36を形成して
いる。
FIG. 5 and FIG. 6 show the third embodiment, in which spiral grooves 33, 38 are formed in the male screw main body 30 and the female screw main body 35, respectively, and the thread-shaped thread members 31, 36 formed in a strip shape are described above. Spiral groove 33,
38, respectively, to form male thread threads 31, 36.

この第3実施例では、おねじ30に矢印A30方向の加重
がかかると、めねじ35は矢印A35方向に圧縮され、第6
図に示す様にねじ山31、36は互いに変形するが、その要
領は前記第2実施例と同様である。
In the third embodiment, when the male screw 30 is loaded in the direction of arrow A30, the female screw 35 is compressed in the direction of arrow A35,
As shown in the drawing, the threads 31 and 36 are deformed to each other, but the procedure is the same as in the second embodiment.

第7図、第8図は、第4実施例を示す図で、アキュム
レータAccの容器本体45と側板40のねじ面45a、40aは、
変形空間Sを介して互いに対向し、かつ、それぞれのね
じ面45a、40aには、等ピッチにねじ山嵌着溝45b、40bが
形成されている。一枚の板状ねじ山部材50を前記変形空
間Sに位置させ、その両端縁を前記ねじ山嵌着溝45b、4
0bに嵌着して固定する。
7 and 8 are views showing a fourth embodiment, in which the container body 45 of the accumulator Acc and the screw surfaces 45a, 40a of the side plate 40 are
Threaded fitting grooves 45b, 40b are formed at equal pitches on the respective screw surfaces 45a, 40a, which are opposed to each other via the deformation space S. One plate-shaped screw thread member 50 is positioned in the deformation space S, and both end edges thereof are set in the screw thread fitting grooves 45b, 4b.
Fit in 0b and fix.

この第4実施例では、液圧回路の液圧変動に伴い、ブ
ラダ2が圧縮されて側板40が矢印A40方向の加重を受け
ると、容器本体45は矢印A45方向の力を受ける。この
時、変形空間S内の板ねじ山部材50は第8図に示す様
に、その幅W、即ち、その全幅長にわたり変形するの
で、標準のねじ山に比べて変形スパンが長いものとな
る。そのため、該部材50の単位長さ当たりの加重が標準
のねじのそれに比べ極めて小さくなるので、応力集中度
が小さい。
In the fourth embodiment, when the bladder 2 is compressed and the side plate 40 is weighted in the direction of arrow A40 due to the fluctuation of the hydraulic pressure in the hydraulic circuit, the container body 45 receives the force in the direction of arrow A45. At this time, the plate screw thread member 50 in the deformation space S is deformed over its width W, that is, its entire width as shown in FIG. 8, so that the deformation span is longer than that of the standard screw thread. . Therefore, the weight per unit length of the member 50 is much smaller than that of the standard screw, and the stress concentration is small.

従って、弾性限度内でのみ変形させることができるの
で、塑性変形に至らない。
Therefore, it can be deformed only within the elastic limit, and does not reach plastic deformation.

なお、上記実施例においては、板状(帯状)で、か
つ、その幅方向の断面が長方形状のねじ山について説明
したが、このねじ山の幅方向の断面は必ずしも長方形状
でなくてもよく、例えば、台形状、あるいは、三角状に
してもよいことは勿論である。
In addition, in the above embodiment, the screw thread having a plate shape (strip shape) and having a rectangular cross section in the width direction has been described, but the cross section in the width direction of the screw thread does not necessarily have to be a rectangular shape. Of course, for example, it may be trapezoidal or triangular.

[発明の効果] この発明に係る疲労に強いねじ構造は、ねじ山を縦断
面板状に形成して変形スパンを拡張したので、従来のも
のに比べ変形しやすく、かつ、単位長当たりの加重が小
さくなる。
[Effects of the Invention] Since the fatigue-resistant screw structure according to the present invention has a thread formed in a plate shape in a vertical cross section to extend the deformation span, it is more easily deformed than the conventional one, and the load per unit length is increased. Get smaller.

そのため、応力集中の発生を防止できるとともに、ね
じ山は弾性限度の範囲でのみ変形する。従って、塑性変
形が発生しないので、従来例と異なりねじのピッチが変
化することはない。
Therefore, it is possible to prevent the stress concentration from occurring and the threads are deformed only within the elastic limit range. Therefore, since plastic deformation does not occur, the pitch of the screw does not change unlike the conventional example.

【図面の簡単な説明】[Brief description of drawings]

第1図、第2図は本発明の第1実施例を示す図で、第1
図は縦断面図、第2図は第1図の他の状態を示す縦断面
図、第3図は第2実施例を示す縦断面図、第4図は第3
図の他の状態を示す縦断面図、第5図は第3実施例を示
す縦断面図、第6図は第5図の他の状態を示す縦断面
図、第7図は第4実施例を示す縦断面図、第8図は第7
図の他の状態を示す縦断面図、第9図は従来例を示す縦
断面図、である。 10……おねじ 11……ねじ山 14……調整空間 15……めねじ 16……ねじ山 17……偏り防止リング 19……調整空間 30……ねじ本体 31……板状ねじ山部材 33……螺旋状溝 35……ねじ本体 36……板状ねじ山部材 38……螺旋状溝 40b……ねじ山溝 45b……ねじ山溝 50……板状ねじ山部材
1 and 2 are views showing a first embodiment of the present invention.
The drawing is a vertical sectional view, FIG. 2 is a vertical sectional view showing another state of FIG. 1, FIG. 3 is a vertical sectional view showing a second embodiment, and FIG.
FIG. 5 is a vertical sectional view showing another state of the drawing, FIG. 5 is a vertical sectional view showing a third embodiment, FIG. 6 is a vertical sectional view showing another state of FIG. 5, and FIG. 7 is a fourth embodiment. FIG. 8 is a vertical sectional view showing
FIG. 9 is a vertical sectional view showing another state of the figure, and FIG. 9 is a vertical sectional view showing a conventional example. 10 …… Male thread 11 …… Screw thread 14 …… Adjustment space 15 …… Female thread 16 …… Screw thread 17 …… Bias prevention ring 19 …… Adjustment space 30 …… Screw body 31 …… Plate thread member 33 ...... Screw groove 35 …… Screw body 36 …… Plate thread member 38 …… Spiral groove 40b …… Screw groove 45b …… Screw groove 50 …… Plate thread member

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】それぞれねじ山とねじ谷とを備えたおねじ
とめねじを螺合したねじ構造において; 前記おねじの各ねじ谷底の径が同一であり、 前記めねじの各ねじ谷底の径が同一であり、 前記両ねじのねじ山がそれぞれ縦断面板状に形成され、 該めねじのねじ山の両斜面が対向する該おねじの山の斜
面に面接触しており、 該めねじの両端面に、偏り防止リングが設けられ、該偏
り防止リングの外周面がめねじのねじ谷底より外側に位
置し、その内周面がおねじのねじ山の頂部と当接してい
ることを特徴とする疲労に強いねじ構造。
1. A screw structure in which a male screw and a female screw each having a screw thread and a screw trough are screwed together; the diameters of the screw roots of the male screw are the same, and the diameters of the screw roots of the female screw are the same. Are the same, and the threads of the both threads are each formed in a plate shape in a longitudinal section, and both slopes of the threads of the female thread are in surface contact with the slopes of the threads of the male thread that face each other. Bias prevention rings are provided on both end surfaces, the outer circumferential surface of the bias prevention ring is positioned outside the thread root of the female thread, and the inner circumferential surface abuts the top of the thread of the male thread. A screw structure that resists fatigue.
【請求項2】めねじのねじ山は、その高さがおねじのそ
れより高く、かつ、その頂部の幅がおねじのそれより狭
いことを特徴とする請求項1記載の疲労に強いねじ構
造。
2. The fatigue-resistant screw according to claim 1, wherein the height of the thread of the female thread is higher than that of the male thread, and the width of the top is narrower than that of the male thread. Construction.
【請求項3】めねじのねじ山は、その高さとその頂部の
幅とがおねじの山のそれとそれぞれ等しいことを特徴と
する請求項1記載の疲労に強いねじ構造。
3. The fatigue-resistant screw structure according to claim 1, wherein the height of the thread of the female thread and the width of the top thereof are equal to those of the thread of the male thread.
【請求項4】めねじのねじ山頂部とおねじのねじ谷底と
の間に調整空間を形成したことを特徴とする請求項1記
載の疲労に強い構造。
4. The fatigue-resistant structure according to claim 1, wherein an adjusting space is formed between the thread crest of the female thread and the thread root of the male thread.
JP2293736A 1990-11-01 1990-11-01 Fatigue resistant screw structure Expired - Lifetime JPH086738B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2293736A JPH086738B2 (en) 1990-11-01 1990-11-01 Fatigue resistant screw structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2293736A JPH086738B2 (en) 1990-11-01 1990-11-01 Fatigue resistant screw structure

Publications (2)

Publication Number Publication Date
JPH04171311A JPH04171311A (en) 1992-06-18
JPH086738B2 true JPH086738B2 (en) 1996-01-29

Family

ID=17798575

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2293736A Expired - Lifetime JPH086738B2 (en) 1990-11-01 1990-11-01 Fatigue resistant screw structure

Country Status (1)

Country Link
JP (1) JPH086738B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20250187784A1 (en) * 2022-08-31 2025-06-12 Panasonic Holdings Corporation Cushioning material

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP4039986A1 (en) * 2021-02-08 2022-08-10 Roth Hydraulics GmbH Hydraulic storage device

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5939313U (en) * 1982-09-06 1984-03-13 築城 俊雄 Fastening device with intermediate member
JPH0311449Y2 (en) * 1985-03-22 1991-03-19
JPH0612126B2 (en) * 1988-01-25 1994-02-16 輝史 町田 Special taper screw and its forming method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20250187784A1 (en) * 2022-08-31 2025-06-12 Panasonic Holdings Corporation Cushioning material

Also Published As

Publication number Publication date
JPH04171311A (en) 1992-06-18

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