JPH01224510A - Screw with difference in pitch excellent in fatigue property - Google Patents

Screw with difference in pitch excellent in fatigue property

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Publication number
JPH01224510A
JPH01224510A JP5131888A JP5131888A JPH01224510A JP H01224510 A JPH01224510 A JP H01224510A JP 5131888 A JP5131888 A JP 5131888A JP 5131888 A JP5131888 A JP 5131888A JP H01224510 A JPH01224510 A JP H01224510A
Authority
JP
Japan
Prior art keywords
thread
screw
load
accumulator
pitch
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.)
Pending
Application number
JP5131888A
Other languages
Japanese (ja)
Inventor
Nobuyuki Sugimura
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 JP5131888A priority Critical patent/JPH01224510A/en
Publication of JPH01224510A publication Critical patent/JPH01224510A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To prolong fatigue lifetime in a screw used in such a part where a load remarkably fluctuates as an accumulator by setting pitches of a screw receiving a tensile load smaller than those of the other screw. CONSTITUTION:A male screw 19 has larger pitches than those of a female screw 20. Therefore, when a fluctuating load is applied on the screwed screws, the first thread Fs10 and others on the side where the threads come into contact with each other receive the load in order, and at last a thread Fs1 on the other end receives a charge load, thereby resulting in averaging bending moment generated in the respective bottoms of the threads irrespective of change in screwing or fastening positions. Therefore, the smaller peak bending moment generated in the thread bottoms in comparison with that in a conventional screw can enhance the fatigue property as well as prolong the fatigue lifetime.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、アキュムレータやシリンダ等の荷重変動の
激しいところに使用される引張荷重を受けるねじに関す
るもので、更にのべると、疲労特性に優れたピッチ差を
つけたねじに関するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to screws that receive tensile loads and are used in places such as accumulators and cylinders where loads fluctuate rapidly. This relates to screws with .

従来の技術 例えば、流l4Ca器としてのアキュムレータは容器本
体の内部をブラダにより気体室と液体室に仕切り、その
両端部を側板で閉鎖すると共に液体回路の液圧変動に応
じてブラダを伸縮させ、脈動吸収作用やショックアブソ
ーバ作用等を行わしめているが、この容器本体と側板と
の固定手段として平行ねじが用いられている。
BACKGROUND ART For example, an accumulator as a flow 14Ca device uses a bladder to partition the inside of a container body into a gas chamber and a liquid chamber, and closes both ends of the chamber with side plates, and expands and contracts the bladder in response to fluctuations in fluid pressure in a fluid circuit. Although it functions as a pulsation absorber and a shock absorber, parallel screws are used as means for fixing the container body and the side plate.

発明が解決しようとする課題 ところで、アキュムレータ内の圧力が上昇し側板が外方
に押圧されると、ねじには軸方向及び周方向のR重、所
謂変動荷重が0から最大荷重の範囲内で繰り返し加わる
がこの荷重は、各ねじ山が均一に分担するものではなく
引張力方向に大きく偏る。
Problem to be Solved by the Invention By the way, when the pressure inside the accumulator increases and the side plate is pressed outward, the R load in the axial and circumferential directions, the so-called variable load, falls within the range of 0 to the maximum load. Although this load is repeatedly applied, each screw thread does not share it evenly, but is largely biased in the direction of the tensile force.

そのなめ、大きな引張荷重を受けるめねじ先端部の谷底
に応力集中が生じ、そこから破壊してしまう。
As a result, stress concentration occurs at the root of the female screw tip, which is subjected to a large tensile load, and fracture occurs from there.

そこで、この問題を解決するために、既に特許されてい
る「先細状のおねじを用いた疲れ特性のすぐれたネジ継
手」 (米国特許4 N9975号、日本国特公昭56
−53651号参照)を利用することが考えられる。
Therefore, in order to solve this problem, we applied the already patented ``Threaded joint with excellent fatigue characteristics using a tapered external thread'' (U.S. Patent No. 4 N9975, Japanese Patent Publication No. 56
-53651) may be used.

本発明者は、第6図に示す様に容器本体1のめねじ2と
側板3のおねじ4とを60度三角ねじM2O3,8X2
で形成し、このおねじ4を前記特許に従い、ねじ山m7
〜mlの山高さhを漸減せしめた試験用アキュムレータ
を製作すると共に、前記三角ねじを標準状態で用いた従
来型アキュムレータを製作し、そして、シール径d=1
04mm、内圧p=o 〜3目kg / C112、周
波数2.5H2の条件下で各アキュムレータの各ねじ山
の荷重分担率や疲労寿命を調査した。
As shown in FIG.
The external thread 4 is formed with a thread m7 according to the above-mentioned patent.
A test accumulator was manufactured in which the peak height h was gradually reduced by ~ml, and a conventional accumulator using the triangular screw in the standard state was manufactured, and the seal diameter d = 1.
The load sharing ratio and fatigue life of each screw thread of each accumulator were investigated under the conditions of 0.04 mm, internal pressure p=o ~ 3 kg/C112, and frequency 2.5 H2.

その結果、荷重分担率は、試験用アキュムレータの方が
、従来型アキュムレータより平均化していたが、疲労寿
命は、試験用アキュムレータの方が従来型アキュムレー
タより短かった。
As a result, the load sharing ratio was more averaged in the test accumulator than in the conventional accumulator, but the fatigue life of the test accumulator was shorter than that of the conventional accumulator.

因に、荷重分担率が最も大きいねじ山は、試験用アキュ
ムレータでは、先端部2mから2番目のねじ山m2で、
その率は、18.5%、従来型アキュムレータでは、先
端部から1番目のねじ出で、その率は、21%であり、
又、疲労寿命は、従来型アキュムレータでは560.0
00回、試験用アキュムレータでは、380.000回
であった。
Incidentally, in the test accumulator, the thread with the highest load sharing ratio is the second thread m2 from the tip 2m,
The rate is 18.5%, and in the conventional accumulator, the rate is 21% for the first screw out from the tip.
In addition, the fatigue life of the conventional accumulator is 560.0.
00 times, and in the test accumulator it was 380.000 times.

ねじ山の荷重分担率が低下すると、ねじ疲労か命が伸び
るのが通常であるが、上記試験用アキュムレータでは、
これに反し、疲労寿命が短かくなったのである。
Normally, when the load sharing ratio of the screw threads decreases, the life of the screw increases due to fatigue, but in the above test accumulator,
On the other hand, the fatigue life was shortened.

そこで、その原因を調べたところ、各めねじ谷底fに加
わる曲げモーメント中、ねじ先端部2eの2番目の谷底
f2に最大曲げモーメントが加わり、そこから破壊して
いることがわがっな、 即ち、おねじ4が矢印Y方向に
押圧されると、めねじの各ねじ山fmは、下面に分担荷
重を受ける片持梁の状態となり、めねじ山fmの山高さ
f hは、曲げモーメントの大きさに影響するスパンと
みることができる。
When we investigated the cause of this, we found that during the bending moment applied to each female thread root f, the maximum bending moment was applied to the second root f2 of the thread tip 2e, and the fracture occurred from there. , when the male thread 4 is pressed in the direction of arrow Y, each thread fm of the female thread becomes a cantilever beam that receives a shared load on the lower surface, and the height f h of the female thread fm is equal to the bending moment. It can be seen as a span that affects the size.

そのため、山高さfhが均一化されても各ねじ山の分担
荷重が均一化されていないと、分担荷重が大きい程曲げ
モーメントが大きくなり破壊しやすくなるのである。
Therefore, even if the thread height fh is made uniform, if the shared load of each screw thread is not made equal, the larger the shared load, the greater the bending moment and the easier it will be to break.

そこで、従来型アキュムレータと試験用アキュムレータ
のめねじ谷底に生じる単位当たりの曲げモーメントを、
荷重分担率とねじ山高さより計算したところ第4図に示
す通りであった。
Therefore, the bending moment per unit that occurs at the root of the female thread of the conventional accumulator and the test accumulator is
The results were calculated from the load sharing ratio and the thread height as shown in Figure 4.

この図において、Aは、従来型アキュムレータ、Bは、
試験用アキュムレータを示すが、試験用アキュムレータ
Bのねじ先端部2eがら2番目のめねじ谷底f2に13
.5kgmm /wr■のピーク曲げモーメントPBが
生じ、しかもそのモーメントPBは、従来型アキュムレ
ータAのピーク曲げモーメントP A = I+、4k
g關/關より大きく、そのため、ねじが疲労破壊し易い
事が明らかとなった。
In this figure, A is a conventional accumulator, B is
The test accumulator is shown, and the screw tip 2e of the test accumulator B has a 13
.. A peak bending moment PB of 5 kgmm/wr■ occurs, and that moment PB is equal to the peak bending moment P A = I+, 4k of conventional accumulator A.
It was found that the screw was larger than g/g, and as a result, the screw was susceptible to fatigue failure.

この発明は、上記事事情に鑑み、ねじの疲れ特性を向上
させて疲労寿命を長くすることを目的とする。
In view of the above circumstances, it is an object of the present invention to improve the fatigue characteristics of screws and extend their fatigue life.

課題を解決するための手段 この発明は、変動荷重を受ける螺合されたねじにおいて
、引張荷重を受ける方のねじのピッチを、他方のねじの
ピッチより小さくすることにより上記課題を解決せんと
するものである。
Means for Solving the Problems The present invention attempts to solve the above problems by making the pitch of the screw that receives a tensile load smaller than the pitch of the other screw in screws that are screwed together and that receive a varying load. It is something.

作用 荷重変動により、螺合されたねじに変動荷重が加わると
、最初に、引張荷重を受ける方のねじの一端部、即ち、
互いにねし山が接触している側の最初のねじ山に全荷重
がかかる。
When a fluctuating load is applied to the threaded screw due to the applied load fluctuation, the end of the screw that receives the tensile load first, that is,
The full load is applied to the first thread on the side where the threads are in contact with each other.

しかし、このねじ山は、弾性限度内で変形し荷重は次の
山に分担される。
However, this thread deforms within its elastic limits and the load is shared by the next thread.

一般に鋼の伸びと力との関係は弾性限度内において比例
するので、各ねじ山に加わっても安全な荷重骨だけの伸
び量分を見込んで圧縮荷重を受ける方ねじピッチを増し
ておけば良い。
In general, the relationship between the elongation and force of steel is proportional within the elastic limit, so the pitch of the screws that receive the compressive load can be increased to account for the amount of elongation of the load bones that is safe to apply to each screw thread. .

このねじ出で分担しきれない荷重は、次のねじ山に回さ
れるが、このねじ山の分担荷重も前記ねじ山と同様であ
る。
The load that cannot be shared by this screw-out is transferred to the next screw thread, and the load shared by this screw thread is also the same as that of the above-mentioned screw thread.

このようにして、ねじにかかる全荷重は、前記最初のね
じ山から順にピッチ差に相当する変形量分だけの力が分
担され、他端部のねじ山は最後にその荷重を分担する。
In this way, the total load applied to the screw is divided by the amount of deformation corresponding to the pitch difference in order from the first screw thread, and the load is finally shared by the screw thread at the other end.

そのため、各ねじ谷底に発生する曲げモーメントが平均
化するので、ピーク曲げモーメントは、大きく低減する
Therefore, the bending moment generated at each thread root is averaged, and the peak bending moment is greatly reduced.

実施例 この発明の実施例を添付図面により説明するが同−図面
符号はその名称も機能も同一である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described with reference to the accompanying drawings, in which the same reference numerals have the same names and functions.

第2図は、アキュムレータACCの縦断面図であり、容
器本体10の内部は、ブラダ11により気体室12と液
体室13に仕切られ、又、この本体10の両端部14.
15は、側板16.17により閉鎖されている。
FIG. 2 is a longitudinal cross-sectional view of the accumulator ACC, in which the interior of the container body 10 is partitioned into a gas chamber 12 and a liquid chamber 13 by a bladder 11, and both ends 14.
15 is closed by side plates 16.17.

この本体10の両端部14.15と側板16.17は、
螺着されているが、そのねじ部Sは、第1図に示すごと
く形成されている。
Both ends 14.15 and side plates 16.17 of this main body 10 are
The threaded portion S is formed as shown in FIG. 1.

即ち、容器本体10の端部14の内側には。That is, inside the end 14 of the container body 10.

側板16のおねじ19と螺合するめねじ20が形成され
ている。
A female thread 20 is formed to be screwed into the male thread 19 of the side plate 16.

このピッチpfのめねじ20は、同一高さしに形成した
10個のめねじ山FSを備えており、めねじのねじ山F
Sがおねじのねし山MSと接触する部分、所謂、めねじ
の接触面i’jjFW、は夫々同一であるが、この接触
面[FWは、ねじ山FSが弾性限度内で変形できる大き
さに形成される。
This female thread 20 with a pitch pf is provided with ten female threads FS formed at the same height, and the female thread thread F
The parts where S contacts the thread MS of the male thread, the so-called contact surfaces i'jjFW of the female thread, are the same, but this contact surface [FW is the size at which the thread FS can deform within the elastic limit. It is formed.

ねじ谷底f1〜flOは、円弧状に形成され、その半径
frは、ピッチの0゜1〜0.18倍の大きさである。
The thread roots f1 to flO are formed in an arc shape, and the radius fr thereof is 0°1 to 0.18 times the pitch.

おねじ19は、めねじ20のピッチpでより大きなピッ
チに形成されており、その10個のねじ山MSは、同一
高さmhである。
The male thread 19 is formed to have a larger pitch than the pitch p of the female thread 20, and its ten threads MS have the same height mh.

このように、互いにピッチの異なるねじ19.20同志
が螺合されているので、ねじの一端部20Bの最初のね
じ山F S 、oとねじ山M S 、、とは、接触して
いるが、他のねじ山FS9−.、MS9−、同志は、接
触せず両者間には隙間αが生じる。
In this way, since the screws 19 and 20 with different pitches are screwed together, the first screw thread F S , o and the screw thread M S , on one end portion 20B of the screw are in contact with each other. , other threads FS9-. , MS9-, and the comrades do not come into contact with each other, and a gap α is created between them.

なお、25は、必要以上のねじ込みを防止するためのス
トッパ、Cは、中心線である。
In addition, 25 is a stopper for preventing screwing in more than necessary, and C is a center line.

次に、この実施例の作動について説明する。Next, the operation of this embodiment will be explained.

液圧回路30の液圧が変動し、給排口23からアキュム
レータACC内に液体が圧入されるとブラダ11が圧縮
され気体室12内の圧力が上昇して側板16を矢印A2
方向に押圧する。
When the hydraulic pressure in the hydraulic circuit 30 fluctuates and liquid is pressurized into the accumulator ACC from the supply/discharge port 23, the bladder 11 is compressed and the pressure in the gas chamber 12 increases, causing the side plate 16 to move as shown by arrow A2.
Press in the direction.

そのため、おねじ19も同方向に押され、まず最初に、
ねじ山同志が接触している端部20Bのめねじ山F S
 toに全荷重がかかるが、この荷重が大きすぎるとそ
のねじ山F S 、oが弾性限度内変形を起こした分の
荷重を受は止める。
Therefore, the male screw 19 is also pushed in the same direction, and first,
Female thread F S at end 20B where threads are in contact with each other
The full load is applied to to, but if this load is too large, the screw threads F S and o stop receiving the load equivalent to the deformation within the elastic limit.

この様にして、めねじ山FStoで分担しきれない余分
の荷重は、次のめねじ山FS9に回される。 そうする
と、ねじが伸びてねじ山FS9、MS9同志が接触して
隙間αがなくなり、めねじ山FS9は前記ねじ山F S
 10と同様の要領で荷重を分担し、その余分の荷重は
次のめねじ山FS8に回される8 このようにして、順次めねじ山FS8−.、MS8−、
が接触して隙間αが無くなって第3図の状態となる。
In this way, the extra load that cannot be shared by the female thread FSto is transferred to the next female thread FS9. Then, the screw expands and the threads FS9 and MS9 come into contact, eliminating the gap α, and the female thread FS9 is connected to the thread FS9.
The load is shared in the same manner as in 10, and the excess load is transferred to the next female thread FS8.8 In this way, the female threads FS8-... , MS8-,
contact and the gap α disappears, resulting in the state shown in Fig. 3.

このとき、全ねじ山FS+o  rの接触高さしが等し
いので、螺合締付位置がどのように変化しても、現実に
分担する各ねじ山FS+  +aの荷重は略々等しくな
り各ねじ谷底fl−IQに生ずる曲げモーメントも略々
均等のものとなる。
At this time, since the contact heights of all threads FS+ or r are the same, no matter how the screw tightening position changes, the load actually shared by each thread FS+ +a is approximately equal, and the root of each thread The bending moment generated in fl-IQ is also approximately equal.

従って、めねじ20のねじ谷底fに生ずる単位当たりの
ピーク曲げモーメントPCは、従来型アキュムレータよ
り大きく低減されるので疲労寿命を長くすることが出来
る。
Therefore, the peak bending moment PC per unit generated at the thread root f of the female thread 20 is reduced to a greater extent than that of the conventional accumulator, so that the fatigue life can be extended.

囚に、本発明によるねじを用いたアキュムレータを製作
し、前記実験と同じ条件下でめねじ谷底fl−IQに生
じる曲げモーメントとねじの疲労寿命を調査したところ
、曲げモーメントは、第4図の曲線Cに示す通りとなり
、そのピーク曲げモーメントpcは5.7Kg、mm/
+amとなりまた、疲労寿命は、10,000.000
回以上であり、従来型アキュムレータの20倍以上とな
った。
In addition, an accumulator using the screw according to the present invention was manufactured, and the bending moment generated at the root of the female thread fl-IQ and the fatigue life of the screw were investigated under the same conditions as in the above experiment. As shown in curve C, the peak bending moment pc is 5.7Kg, mm/
+am, and the fatigue life is 10,000.000
This is more than 20 times that of conventional accumulators.

また、第5図に示すように、前記ねじの全ねじ山FS、
−,。を同−接触高さLh、例えば、ねじ山高さの75
%の高さ、に山頂切り整形しても良い。
Further, as shown in FIG. 5, the entire thread FS of the screw,
-,. - Contact height Lh, for example, 75 of the thread height
You can trim the peak to a height of %.

このねじを用いたアキュムレータを製作し、前記実験と
同一条件下でめねじ谷底fl−10に生じる曲げモーメ
ントを調査したところ、第4図の曲線りに示す通りとな
り、そのピーク曲げモーメントPDは4,5にに、mm
/amとなり前記実施例のアキュムレータより良い結果
を得た。
When an accumulator using this screw was manufactured and the bending moment generated at the root of the female thread fl-10 was investigated under the same conditions as in the above experiment, the curve was as shown in Figure 4, and the peak bending moment PD was 4. ,5 mm
/am, which was better than the accumulator of the previous example.

上記実施例では、めねじのピッチがおねじのピッチより
小さい場合について述べたが、逆に、おねじのピッチか
めねじのピッチより小さい場合があることは勿論である
In the above embodiment, a case has been described in which the pitch of the female thread is smaller than the pitch of the male thread, but it goes without saying that the pitch of the male thread may be smaller than the pitch of the female thread.

この発明は、三角ねじに限らず、角ねじ、丸ねじ、台形
ねじ等にも利用できることは言うまでもない。
It goes without saying that the present invention is applicable not only to triangular threads but also to square threads, round threads, trapezoidal threads, etc.

発明の効果 この発明は、引張荷重を受ける方のねじのピッチが、他
方のねじのピッチより小さいので、螺合されたねじに変
動荷重が加わると、最初に、引張荷重を受ける方のねじ
の一端部、即ち、互いにねじ山が接触している側の最初
のねし山から順次荷重を受け、最後に他端部のねじ山が
分担荷重を受ける。
Effects of the Invention In this invention, since the pitch of the screw receiving the tensile load is smaller than the pitch of the other screw, when a fluctuating load is applied to the threaded screws, the thread receiving the tensile load first changes. One end, that is, the first thread on the side where the threads are in contact with each other receives a load in sequence, and finally the thread on the other end receives a shared load.

このとき、各ねじ山では、弾性限度、つ■す、ピッチの
差の分だけ、の山分しか荷重分担出来ないし、又、ねじ
接触高さが等しいので、各ねじ山のねじ谷底に生じる曲
げモーメントも螺合位置締付位置の変化にかかわり無く
平均化し、略々等しくなる。
At this time, each thread can only share the load by the difference in elastic limit, thread, and pitch, and since the thread contact heights are the same, the bending that occurs at the thread root of each thread The moments are also averaged and become approximately equal regardless of changes in the screwing position and tightening position.

従って、ねじ谷底に生じるピーク曲げモーメントが従来
例に比べ低減するので疲労特性が向上し、疲労か命が長
くなる。
Therefore, the peak bending moment generated at the root of the thread is reduced compared to the conventional example, resulting in improved fatigue characteristics and longer fatigue life.

【図面の簡単な説明】 第1図〜第5図は、この発明の実施例を示す図で、第1
図は、縦断面拡大図で、第2図のねじ部拡大図、第2図
は、アキュムレータの縦断面図、第3図は、第1図の他
の状態を示す拡大断面図、第4図は、各ねじ谷底と曲げ
モーメントの関係を示す図、第5図は、他の実施例を示
す拡大図で第1図相当する図、第6図は従来例の拡大断
面図の一部を示す図である 19    おねじ 20    めねじ FS     めねじのねじ山 L    接触高さ MS     おねじ山 1)f     めねじのピッチ pm     おねじのピッチ
[Brief Description of the Drawings] Figures 1 to 5 are diagrams showing embodiments of the present invention.
The figure is an enlarged vertical cross-sectional view, and is an enlarged view of the threaded part in Fig. 2. Fig. 2 is a longitudinal cross-sectional view of the accumulator. Fig. 3 is an enlarged sectional view showing another state of Fig. 1. Fig. 4 5 is an enlarged view showing another embodiment and corresponds to FIG. 1, and FIG. 6 is a partially enlarged sectional view of the conventional example. Figure 19 Male thread 20 Female thread FS Female thread thread L Contact height MS Male thread 1) f Female thread pitch pm Male thread pitch

Claims (1)

【特許請求の範囲】[Claims] 変動荷重を受ける螺合されたねじにおいて、引張荷重を
受ける方のねじのピッチが、他方のねじのピッチより小
さいことを特徴とする疲労特性に優れたピッチ差をつけ
たねじ
A screw with a pitch difference that has excellent fatigue properties, in which the pitch of the thread that receives a tensile load is smaller than the pitch of the other thread, in screws that are threaded together and that receive a fluctuating load.
JP5131888A 1988-03-04 1988-03-04 Screw with difference in pitch excellent in fatigue property Pending JPH01224510A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5131888A JPH01224510A (en) 1988-03-04 1988-03-04 Screw with difference in pitch excellent in fatigue property

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5131888A JPH01224510A (en) 1988-03-04 1988-03-04 Screw with difference in pitch excellent in fatigue property

Publications (1)

Publication Number Publication Date
JPH01224510A true JPH01224510A (en) 1989-09-07

Family

ID=12883567

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5131888A Pending JPH01224510A (en) 1988-03-04 1988-03-04 Screw with difference in pitch excellent in fatigue property

Country Status (1)

Country Link
JP (1) JPH01224510A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6572315B1 (en) * 2000-01-06 2003-06-03 Gary Jack Reed Threaded fastener having a thread crest greater than its thread root
JP2003532849A (en) * 2000-05-12 2003-11-05 マンネスマン レックスロート アクチエンゲゼルシヤフト Hydraulic equipment
JP2005265150A (en) * 2004-03-22 2005-09-29 Nippon Steel Corp Steel bolt set
JP2009523302A (en) * 2006-01-12 2009-06-18 エスゲーエル カーボン アクチエンゲゼルシャフト Threaded pin, carbon electrode, and electrode assembly
US7753631B2 (en) * 2003-04-30 2010-07-13 Nobuyuki Sugimura Pitch diameter displaced screw

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS544024A (en) * 1977-06-10 1979-01-12 Toshiba Corp Optical character reader

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS544024A (en) * 1977-06-10 1979-01-12 Toshiba Corp Optical character reader

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US6572315B1 (en) * 2000-01-06 2003-06-03 Gary Jack Reed Threaded fastener having a thread crest greater than its thread root
JP2003532849A (en) * 2000-05-12 2003-11-05 マンネスマン レックスロート アクチエンゲゼルシヤフト Hydraulic equipment
US7753631B2 (en) * 2003-04-30 2010-07-13 Nobuyuki Sugimura Pitch diameter displaced screw
JP2005265150A (en) * 2004-03-22 2005-09-29 Nippon Steel Corp Steel bolt set
JP2009523302A (en) * 2006-01-12 2009-06-18 エスゲーエル カーボン アクチエンゲゼルシャフト Threaded pin, carbon electrode, and electrode assembly

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