JPS60241596A - Pipe joint for oil well pipe - Google Patents

Pipe joint for oil well pipe

Info

Publication number
JPS60241596A
JPS60241596A JP59095221A JP9522184A JPS60241596A JP S60241596 A JPS60241596 A JP S60241596A JP 59095221 A JP59095221 A JP 59095221A JP 9522184 A JP9522184 A JP 9522184A JP S60241596 A JPS60241596 A JP S60241596A
Authority
JP
Japan
Prior art keywords
thread
female
male
pipe
joint
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
JP59095221A
Other languages
Japanese (ja)
Inventor
河嶋 寿一
森田 喜保
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.)
Nippon Steel Corp
Original Assignee
Sumitomo Metal Industries 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 Sumitomo Metal Industries Ltd filed Critical Sumitomo Metal Industries Ltd
Priority to JP59095221A priority Critical patent/JPS60241596A/en
Publication of JPS60241596A publication Critical patent/JPS60241596A/en
Pending legal-status Critical Current

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  • Non-Disconnectible Joints And Screw-Threaded Joints (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、地下から産出されてくる天然ガスや原油を採
取するために、地中深く竪で込まれる油井管の管継手に
関し、特に耐引張強度に優れた管継手に関するものであ
る。
[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to a pipe joint for oil country tubular goods that are vertically inserted deep underground in order to extract natural gas and crude oil produced from underground. This invention relates to pipe joints with excellent tensile strength.

原油を産出する井戸の深さは、数1 、000mに及び
、近年その深さは更に増大して10,000−にも達す
る傾向にある。このような井戸に竪で込まれる油井管の
本数は膨大な本数にのぼるが、これらは総て管継手によ
って一連に接続される。管継手に対しては、各種の苛酷
な力が作用する。第1に、一連に接続された管や管継手
の本体部等の自重の集積による軸方向の引張力、第2に
、土圧力等による外周面への圧縮力、第3に、内部の流
体による内周面への押圧力その他である。これらの力は
、井戸の深化に伴なって一層苛酷なものとなることはい
うまでもない。斯る苛酷な条件下におかれる管継手に対
して要求される最重要事項は、強大な引張荷重によく耐
えること、確実な気密シール性を保持することの2点で
ある。この要求に応ずべく、管継手に関する多くの提案
が従来なされてきた。
The depth of wells that produce crude oil is several thousand meters, and in recent years the depth has been increasing further to reach 10,000 meters. A huge number of oil country tubular goods are inserted vertically into such wells, and they are all connected in series with pipe joints. Various severe forces act on pipe joints. Firstly, axial tensile force due to the accumulation of the weight of the connected pipes and pipe joint bodies, secondly compressive force on the outer circumferential surface due to earth pressure, etc. Thirdly, internal fluid This includes the pressing force on the inner circumferential surface due to the Needless to say, these forces become even more severe as the well deepens. The two most important requirements for pipe fittings subjected to such severe conditions are to withstand strong tensile loads and to maintain reliable airtight sealing performance. In order to meet this demand, many proposals regarding pipe joints have been made in the past.

[従来の技術] 従来の管継手のうち、最も基本的なものは第3図に示す
如くである。
[Prior Art] Among the conventional pipe joints, the most basic one is as shown in FIG.

第3図に示すライナー油井管の管継手は、油井管本体3
の左端に形成された雌継手部1と、この雌継手部1に螺
合するように油井管本体3′の右側に形成され雄継手部
2とによって構成される。
The pipe joint of the liner OCTG shown in Fig. 3 is connected to the OCTG main body 3.
It is composed of a female joint part 1 formed at the left end of the pipe, and a male joint part 2 formed on the right side of the oil country tubular body 3' so as to be screwed into the female joint part 1.

雌継手部1の内周には、左端寄りから軸線方向の奥に進
むに従い、適宜のテーバをもって内径が減少するバット
レス型の雌ねじ1dが刻設され、雌ねじ1dが切り止め
られた部分より以奥には、雌ねじ1dに続いてテーバ状
のねじ無し部があり、このねじ無し部の内周面が内周シ
ール面1Cとなっている。
On the inner periphery of the female joint part 1, a buttress-type female thread 1d whose inner diameter decreases with an appropriate taper as it goes deeper in the axial direction from near the left end is carved, and from the part where the female thread 1d is cut off, the inner diameter is reduced. , there is a tapered unthreaded portion following the female thread 1d, and the inner circumferential surface of this unthreaded portion serves as an inner circumferential sealing surface 1C.

内周シール面1Gの最内奥端は、軸線方向に突出した肩
部1bによって終止されている。更に、雌継手部1の雌
ねじ1dが切り込まれる部分より先端には、ねじの無い
口部1aが形成されている。口部1aの内周面はテーバ
状の内周シール面1a’となっており、口部1aの先端
面は先端シール面1a’となっている。
The innermost end of the inner circumferential sealing surface 1G is terminated by a shoulder portion 1b that projects in the axial direction. Further, a non-threaded mouth portion 1a is formed at the tip of the female joint portion 1 beyond the portion into which the female thread 1d is cut. The inner peripheral surface of the mouth portion 1a is a tapered inner peripheral sealing surface 1a', and the tip surface of the mouth portion 1a is a tip sealing surface 1a'.

他方、雄継手部2の外周には、右側先端寄りから軸線方
向の元部に進むに従い外径が拡大するように、前記雌ね
じ1dに対応して螺合関係を得るべき雄ねじ2dが刻設
され、雄ねじ1dが切り止められた部分より元部寄りに
は、雄ねじ1dに続いてテーバ状のねじ無し部があり、
このねじ無し部の外周面が前記内周シール面1a’に対
応する外周シール面2Cとなっている。外周シール面2
Cの元部は、半径方向に突出した肩部2bによって終止
され一1肩部2bの側面は前記先端シール面1a’に対
応する突当シール面2b’となっている。更に、雄継手
部2の雄ねじ2dが切り込まれる部分より先端には、ね
じの無い口部2aが形成されている。口部2aのテーバ
状の外周面は、前記内周面1Cに対応する外周シール面
2a’が形成されている。そして、雌継手部1と雄継手
部2との螺合状態が強力に締め付けられた場合に、対関
係となる各シール面はそれぞれ互に当接して金属面対金
属面になる気密的シール状態が得られ、雌継手部1の内
奥寄りの内周シール面1Cと雄継手部2の内周シール面
2a’により内周シール部4が形成されると共に、雌継
手部1の口部寄りの内周シール面1a’と雄継手部2の
外周シール面2Cにより外周シール部5が形成され、更
に、雌継手部1の先端シール面1a’と雄継手部2の突
当シール面2b’とにより肩シール部6が形成される。
On the other hand, on the outer periphery of the male joint part 2, a male thread 2d is carved to correspond to the female thread 1d and to obtain a threaded relationship, so that the outer diameter increases as it progresses from the right end toward the base in the axial direction. , there is a tapered unthreaded part following the male thread 1d near the base of the part where the male thread 1d is cut off,
The outer circumferential surface of this non-threaded portion serves as an outer circumferential sealing surface 2C corresponding to the inner circumferential sealing surface 1a'. Outer seal surface 2
The base of C is terminated by a shoulder 2b that projects in the radial direction, and the side surface of the shoulder 2b forms an abutment sealing surface 2b' corresponding to the tip sealing surface 1a'. Further, a non-threaded mouth portion 2a is formed at the tip of the male joint portion 2 beyond the portion into which the male thread 2d is cut. The tapered outer peripheral surface of the mouth portion 2a is formed with an outer peripheral sealing surface 2a' corresponding to the inner peripheral surface 1C. When the female joint part 1 and the male joint part 2 are tightly screwed together, the pairing seal surfaces come into contact with each other, creating an airtight seal state in which metal surfaces become metal surfaces. is obtained, and the inner sealing surface 1C of the female joint part 1 closer to the inside and the inner sealing surface 2a' of the male joint part 2 form an inner peripheral seal part 4, and the inner peripheral sealing surface 1C of the female joint part 1 closer to the mouth part An outer seal part 5 is formed by the inner seal surface 1a' of the male joint part 2 and the outer seal surface 2C of the male joint part 2, and further, the tip seal surface 1a' of the female joint part 1 and the abutting seal surface 2b' of the male joint part 2. As a result, a shoulder seal portion 6 is formed.

油井管用管継手は上述の如くであるから、管継手に要求
される前記最重要事項の耐引張強度とシール性は、結局
、雌継手部1と雄継手部2とのねじ螺合によって確保さ
れるものであり、この螺合間係に障害が発生すると前記
最重要事項は二つとも全うすることができないものとな
る。ところが従来の管継手は、これが地下深く竪で込ま
れると、前述の如く巨大な引張力が作用することによっ
てねじ部に変形を生じ、ややもすると雄継手部2が雌継
手部1から脱却するおそれさえ発生していた。
Since the pipe joint for oil country tubular goods is as described above, the tensile strength and sealing performance, which are the most important requirements for a pipe joint, are ultimately ensured by the threaded connection between the female joint part 1 and the male joint part 2. If a failure occurs in this threaded connection, both of the above-mentioned most important matters cannot be fulfilled. However, when a conventional pipe joint is vertically inserted deep underground, the threaded portion is deformed due to the huge tensile force acting on it as described above, and the male joint part 2 eventually separates from the female joint part 1. There was even fear.

このような障害について第4図に示す雄ねじ2d’及び
雌ねじ1d’の1組のねじ山に作用する力関係に基づい
て、説明する。即ち、雄継手部2に白抜き矢符方向の引
張力Pが作用すると、雌継手部1の雌ねじ山1d’と雄
継手部2の雄ねじ山2d’とが接するねじ斜面の点Oに
は、雌ねじ山1d’について、ねじ斜面の鉛直方向にf
の力が作用する。この力fは軸線方向の力f1と軸線に
垂直な方向の力f2との2分力として作用する。そして
、分力f2は雌継手部2を拡径するように作用する。雌
継手部1の螺合している総ての雌ねじ山1d’にはこの
分力f2が作用しているから、分力f2により発生する
拡径歪みが先端部寄りに累積され、そのため該雌継手部
1の口部1a寄りは大きく拡径されるのである。前記ね
じ斜面の点Oに反力として作用する力f′は、雄ねじ山
2d’についても同様であり、それらに関する力の作用
については破線で示した。雄継手部2には、軸線方向の
分力ft2が作用して縮径現象が発生する。雄継手部2
の縮径現象及び雌継手部1の拡径現象の相乗的な作用は
、螺合関係を緩くさせ、ねじ山自体の強度は勿論のこと
管継手全体の耐引張強度も低下させ、同時にシール性も
悪化させる。その結果、従来の管継手にあっては、継手
効率(継手効率とは、継手の危険断面積を管本体断面積
で除した値をいう)により自ずと決定される管継手の所
定耐引張強度より小さな引張荷重が作用した場合でも雄
継手部2が雌継手部1から脱却して油井管を油井深部ま
で落下させることがあり、油井管の接続が極めて困難な
ことから油井を廃坑しなければならない最悪の事態を招
くことがある。
Such a failure will be explained based on the force relationship acting on a pair of threads of the male thread 2d' and the female thread 1d' shown in FIG. That is, when a tensile force P in the direction of the outlined arrow is applied to the male joint part 2, at a point O on the thread slope where the female thread 1d' of the female joint part 1 and the male thread 2d' of the male joint part 2 contact, Regarding the female thread 1d', f in the vertical direction of the thread slope
The force of is applied. This force f acts as two components: a force f1 in the axial direction and a force f2 in the direction perpendicular to the axis. The component force f2 acts to expand the diameter of the female joint portion 2. Since this component force f2 acts on all the female screw threads 1d' of the female joint part 1, the diameter expansion strain generated by the component force f2 is accumulated near the tip, and therefore the female The diameter of the joint portion 1 near the mouth portion 1a is greatly expanded. The force f' acting as a reaction force on the point O of the thread slope is the same for the male thread 2d', and the action of the force on them is shown by a broken line. A component force ft2 in the axial direction acts on the male joint portion 2, causing a diameter reduction phenomenon. Male joint part 2
The synergistic effect of the diameter reduction phenomenon of the female joint part 1 and the diameter expansion phenomenon of the female joint part 1 causes the threaded relationship to become loose, reducing not only the strength of the thread itself but also the tensile strength of the pipe joint as a whole, and at the same time reducing the sealing performance. It also makes things worse. As a result, for conventional pipe fittings, the specified tensile strength of the pipe fitting, which is naturally determined by the fitting efficiency (the joint efficiency refers to the value obtained by dividing the dangerous cross-sectional area of the fitting by the pipe body cross-sectional area), is lower than the specified tensile strength of the pipe fitting. Even when a small tensile load is applied, the male joint part 2 may break away from the female joint part 1 and cause the OCTG to fall deep into the oil well, making it extremely difficult to connect the OCTG, so the oil well must be abandoned. It may lead to the worst situation.

[本発明が解決しようとする問題点] 本発明は、上述した管継手が有する欠点に鑑み、雄継手
部と雌継手部の螺合間係を緩くさせることなく優れた耐
引張強度とシール性を確保できる管継手を提供すること
である。本発明者は、斯る管継手を完成させるために幾
多の実験を繰返した結果、耐引張強度の向上を図ること
ができる技術を確立した。即ち、ねじ山高さ、完全噛合
ねじ長さ及びねじのO−ドフランク角を夫々所定範囲内
とした場合には、油井管本体に強大な引張力が作用した
としても、雌継手部におけるねじ山の傾斜面において軸
線と直交する方向に作用する分力が、従来とは逆に雌継
手部を縮径する方向へ有効に作用して雌継手部と雄継手
部ンの螺合関係を緊締化せしめ、耐引張強度の向上が確
保されることを発見し、かかる知見に基づいて本発明を
完成するに至った。
[Problems to be Solved by the Present Invention] In view of the above-mentioned drawbacks of the pipe joint, the present invention provides excellent tensile strength and sealing performance without loosening the threaded engagement between the male and female joints. The objective is to provide pipe fittings that can be secured. The inventor of the present invention repeated many experiments to perfect such a pipe joint, and as a result, established a technique that can improve the tensile strength. In other words, if the thread height, fully engaged thread length, and thread O-flank angle are each within the specified ranges, even if a strong tensile force is applied to the oil country tubular body, the threads at the female joint will The component force acting on the inclined surface in the direction orthogonal to the axis effectively acts in the direction of reducing the diameter of the female joint, contrary to the conventional method, tightening the threaded relationship between the female and male joints. , it was discovered that improvement in tensile strength was ensured, and the present invention was completed based on this knowledge.

[問題点を解決するための手段] 本発明は、油井管用のねじ継手において、ねじ山高さを
1.0乃至2.0■、完全噛合ねじ長さを管本体肉厚の
3倍以上、ねじのロードフランク角を−8乃至−10度
とすることにより、雄継手部と雌継手部との螺合関係を
緊締状態とし、優れた耐引張強度とシール性を有する管
継手としたことである。
[Means for Solving the Problems] The present invention provides a threaded joint for oil country tubular goods with a thread height of 1.0 to 2.0 cm, a fully engaged thread length of three times or more of the wall thickness of the pipe body, and a screw thread height of 1.0 to 2.0 cm. By setting the load flank angle to -8 to -10 degrees, the threaded relationship between the male and female joints is tightened, resulting in a pipe joint with excellent tensile strength and sealing performance. .

[実施例] 以下に、本発明に係る油井管用管継手(以下、本管継手
という)を第1図及び第2図に示す実施例に基づいて説
明する。第1図は、本管継手の半裁上部を示す概略断面
図である。油井管本体9の左端に形成された雌継手部7
には、油井管本体9′の右側に形成された雄継手部8が
螺合される。
[Example] Hereinafter, a pipe joint for oil country tubular goods (hereinafter referred to as a main pipe joint) according to the present invention will be described based on an example shown in FIGS. 1 and 2. FIG. 1 is a schematic sectional view showing the upper half of the main pipe joint. Female joint portion 7 formed at the left end of the oil country tubular body 9
A male joint portion 8 formed on the right side of the oil country tubular body 9' is screwed into the male joint portion 8.

そして、雌継手部7と雄継手部8との螺合状態が強力に
締め付けられた場合に、内周シール部10が内周シール
面7Cと内周シール面8a’により形成されると共に、
外周シール部11が内周シール面18′と外周シール部
8Cにより形成され、更に、肩シール部12が先端シー
ル面7a’と突当シール面8b’とにより形成されるよ
うになっている。これらの点においては、従来の管継手
と本質的に変るところはない。本管継手において従来と
異なる点は、雌ねじ1d及び雄ねじ8dのねじ山高さを
1.0乃至2.0■とすると共に、雌ねじ7d及び雄ね
じ8dが完全に噛合するねじ長さLを油井管本体9(又
は9′)の肉厚Tの3倍以上とし、更に雄ねじ7dのロ
ードフランク角θを−8乃至−10度と限定した点であ
る。
When the female joint part 7 and the male joint part 8 are tightly screwed together, the inner seal part 10 is formed by the inner seal surface 7C and the inner seal surface 8a'.
The outer seal portion 11 is formed by the inner seal surface 18' and the outer seal portion 8C, and the shoulder seal portion 12 is further formed by the tip seal surface 7a' and the abutment seal surface 8b'. In these respects, there is no essential difference from conventional pipe joints. The main pipe joint differs from the conventional one in that the thread height of the female thread 1d and male thread 8d is set to 1.0 to 2.0 cm, and the thread length L at which the female thread 7d and male thread 8d are completely engaged is set to the oil country tubular body. 9 (or 9'), and the load flank angle θ of the male thread 7d is limited to -8 to -10 degrees.

[作用] 第2図は、雄ねじ8d及び雌ねじ7dの1組のねじ山が
噛合った状態を拡大して示した模式図である。雄ねじ山
8d’の接触面は、雄ねじ山8d’の基部8eに立てら
れた垂線Vに対して−8乃至−10度(図において右回
転方向に進む角度を正の角度とする)の傾斜角θをもっ
て形成されている。雄継手部8に白抜き矢符方向の強大
な引張力Pが作用すると、雄ねじ山8d’と雌ねじ山7
d’とが接する斜面上の点0には、この傾斜面の鉛直方
向に力Fが作用する。この場合、力Fは、雌ねじ山7d
’に対して、油井管本体9′(第1図参照)の軸線Cに
沿う分力Flと該軸線と直交する方向の分力F2との2
分力として作用する。そして、分力F2は雌継手部7を
縮径するように働く。この縮径作用は、F2−F x 
Sinθであることから傾斜角θが大きくなるに従い増
大する。しかし、傾斜角θを増大させることは、雄ねじ
山8d’の傾斜面と°基部8eとの交差内角を鋭角にす
ることになり、前記力Fに対応して作用する反力F′に
より雄ねじ山8d’に発生する内部応力が根元部8d’
に集中する応力集中現象を招き、雄ねじ山8d’の強度
を極度に低下することになる。特に、雄ねじ山8d’が
破断延びの小さな脆性材料からなる場合には、低い引張
荷重Pであっても根元部8d’が脆性破壊する危険があ
る。逆に、傾斜角θを小さくすることは、前記縮径作用
を充分に発揮させることが出来なくなる。然して、ねじ
のロードフランク角θを−8乃至−10度とした場合に
は、雄ねじ山8d’の根元部8d’の強度を低下させる
ことなく充分な縮径作用を発揮させることが出来るので
ある。
[Function] FIG. 2 is an enlarged schematic diagram showing a state in which a pair of threads of the male thread 8d and the female thread 7d are engaged. The contact surface of the male thread 8d' has an inclination angle of -8 to -10 degrees (in the figure, an angle that advances in the clockwise rotation direction is a positive angle) with respect to the perpendicular V made on the base 8e of the male thread 8d'. It is formed with θ. When a strong tensile force P in the direction of the white arrow is applied to the male joint part 8, the male thread 8d' and the female thread 7
At point 0 on the slope where d' is in contact, a force F acts in the vertical direction of this slope. In this case, the force F is the internal thread 7d
', the component force Fl along the axis C of the oil country tubular body 9' (see Fig. 1) and the component force F2 in the direction orthogonal to the axis are 2.
Acts as component force. The component force F2 acts to reduce the diameter of the female joint portion 7. This diameter reduction effect is F2−F x
Since it is Sin θ, it increases as the inclination angle θ becomes larger. However, increasing the inclination angle θ makes the internal angle of intersection between the inclined surface of the male thread 8d' and the base 8e acute, and the reaction force F' acting in response to the force F causes the male thread to The internal stress generated at 8d' is the root part 8d'
This results in a stress concentration phenomenon where the external thread 8d' is concentrated, and the strength of the external thread 8d' is extremely reduced. In particular, when the male thread 8d' is made of a brittle material with a small elongation at break, there is a risk that the root portion 8d' will suffer brittle fracture even under a low tensile load P. Conversely, if the inclination angle θ is made small, the diameter reduction effect cannot be sufficiently exerted. Therefore, when the load flank angle θ of the screw is set to -8 to -10 degrees, a sufficient diameter reduction effect can be exerted without reducing the strength of the root portion 8d' of the male thread 8d'. .

前記力Fに対応して雄ねじ山8d’の斜面に作用する反
力F′は、根元部8d’に曲げ応力と剪断応力とを発生
させる。この曲げ応力は雄ねじ山8d’の破断に一番影
響を与えるものであり、その太きさはねじ山高さHに比
例する。そして、ねじ山高さHについては、雄ねじ山8
d’と雌ねじ山7d’との螺合を確実なものとするため
には大きくする必要があるが、雄ねじ山8d/の強度及
び継手効率を大きくするためには逆に小さくする必要が
ある。
A reaction force F' acting on the slope of the male thread 8d' in response to the force F generates bending stress and shear stress at the root portion 8d'. This bending stress has the greatest effect on the breakage of the male thread 8d', and its thickness is proportional to the thread height H. As for the thread height H, the male thread height is 8.
In order to ensure the screw engagement between d' and the female thread 7d', it is necessary to make it large, but in order to increase the strength and joint efficiency of the male thread 8d/, it is necessary to make it small.

然して、後述する完全噛合ねじ長さLを管本体肉厚の3
倍以上とする条件下において、ねじ山高さHを1.0乃
至2.01とした場合には、斯る二律背反する事項を調
整し、雄ねじ8d’の強度を維持しつつ螺合を確実なも
のとすることが可能となるのである。
However, the fully engaged screw length L, which will be described later, is 3 times the wall thickness of the tube body.
If the thread height H is set to 1.0 to 2.01 under conditions where the height is more than twice as high, it is necessary to adjust such contradictory matters and ensure screw engagement while maintaining the strength of the male thread 8d'. This makes it possible to do this.

前記雄ねじ山8d’と雌ねじ山7d’とが接する斜面に
作用する力Fの大きさには、第1図に示す如く、雄ねじ
8dと雌ねじ7dとが完全に噛合う長さLにより決定さ
れる。即ち、完全噛合ねじ長さLを長くすることは、雄
ねじ8dと雌ねじ7dとが接する傾斜面の総面積を大き
くすることになるから、引張力Pをこの傾斜面総面積で
除して得られた力Fの値を小さくできることになる。こ
の力Fを小さくすることは、前記雄ねじ山8d’に発生
する内部応力を小さくすると共に、軸線Cに沿う第2図
に示す分力F1 (Ft’)をも小さくすることが出来
る。ところで、分力F1は雌継手部7の内面層を延伸す
るように作用し、雌継手部1を拡径する。
As shown in FIG. 1, the magnitude of the force F acting on the slope where the male thread 8d' and the female thread 7d' contact is determined by the length L at which the male thread 8d and the female thread 7d completely engage. . In other words, increasing the length L of the fully engaged screw means increasing the total area of the slope where the male thread 8d and the female screw 7d contact, so the tensile force P can be obtained by dividing the total area of this slope. This means that the value of the force F can be reduced. Reducing this force F not only reduces the internal stress generated in the male thread 8d', but also reduces the component force F1 (Ft') along the axis C shown in FIG. 2. Incidentally, the component force F1 acts to stretch the inner surface layer of the female joint portion 7, and expands the diameter of the female joint portion 1.

更に、分力Fl’は雄継手部8の外面層を延伸するよう
に作用し、雌継手部8を縮径する。従って、完全噛合ね
じ長さLを長くして分力Fl(Fl’)を小さくするこ
とは雌継手部1の拡径量及び雌継手部8の縮径量を小さ
くすることになる。特に、前述の如くねじのロードフラ
ンク角θを−8乃至−10度及びねじ高さHを1.0乃
至2.0+vとする条件下において、完全噛合ねじ長さ
しを管本体肉厚Tの3倍以上とした場合には、前記延伸
作用に起因して生じる雌継手部7の拡径量及び雌継手部
8の縮径量を抑制し、雄ねじ山8d’が雌ねじ山7d/
から脱却するのを阻止することができる。なお、完全噛
合ねじ長さLは、長くする場合にはねじ切り切削の困難
を伴なうことから、一般的に管本体肉厚Tの5倍以下と
するのが好ましい。
Furthermore, the component force Fl′ acts to stretch the outer surface layer of the male joint portion 8, thereby reducing the diameter of the female joint portion 8. Therefore, by increasing the length L of the fully engaged screw to reduce the component force Fl (Fl'), the amount of diameter expansion of the female joint portion 1 and the amount of diameter reduction of the female joint portion 8 are reduced. In particular, under the conditions that the load flank angle θ of the screw is -8 to -10 degrees and the screw height H is 1.0 to 2.0+v as described above, the length of the fully engaged screw is equal to the wall thickness T of the tube body. If it is 3 times or more, the amount of diameter expansion of the female joint portion 7 and the amount of diameter reduction of the female joint portion 8 caused by the stretching action are suppressed, and the male thread 8d' becomes the female thread 7d/
You can prevent them from escaping. In addition, it is generally preferable that the fully engaged thread length L be 5 times or less than the wall thickness T of the tube body, since if it is made longer, it will be difficult to cut the thread.

[試験例] 本発明者は、ねじ山高さ、完全噛合ねじ長さ及びねじの
ロードフランク角が耐引張強度等にどのような影響を及
ぼすかを調査した。
[Test Example] The present inventor investigated how the thread height, fully engaged thread length, and load flank angle of the thread affect tensile strength and the like.

第1表にその実験状況を示した。Table 1 shows the experimental conditions.

(以下余白) 第1表によって明らかな如く、本発明の油井管用管継手
には、管継手部の内部で破断する前に雌継手部が雄継手
部から脱却しないことが確認された。
(The following is a blank space) As is clear from Table 1, it was confirmed that in the pipe joint for oil country tubular goods of the present invention, the female joint part did not separate from the male joint part before breaking inside the pipe joint part.

[発明の効果] 本発明に係る油井管用管継手は、雌継手部が雄継手部か
ら脱却しない油井管用管継手とすることができるから、
継手効率により自ずと決定される所定耐引張強度より小
さな引張荷重において、雄継手部が雌継手部から脱却す
ることはなく、シール性は確保される。従って、本発明
に係る油井管用管継手は、雄継手部が雌継手部から脱却
するという不測の事故を回避することが出来る優れた効
果を有する。
[Effects of the Invention] The pipe joint for oil country tubular goods according to the present invention can be a pipe joint for oil country tubular goods in which the female joint part does not separate from the male joint part.
At a tensile load lower than a predetermined tensile strength naturally determined by joint efficiency, the male joint part does not separate from the female joint part, and sealing performance is ensured. Therefore, the pipe joint for oil country tubular goods according to the present invention has an excellent effect of being able to avoid an unexpected accident in which the male joint part separates from the female joint part.

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

第1図及び第2図は本発明に係る油井管用管継手の実施
例を示す図であって、第1図は管継手部の半裁上部を示
す断面図、第2図は雄ねじ山と雌ねじ山とが噛合った状
態を拡大して示した模式図、第3図及び第4図は従来の
油井管用管継手を示す図であって、第3図は管継手部の
半裁上部を示す断面図、第4図は雄ねじ山と雌ねじ山と
が噛合った状態を拡大して示した模式図である。 1・・・雌継手部 1d・・・雌ねじ部 8・・・雄継
手部8d・・・雄ねじ θ・・・ねじのロードフランク
角](・・・ねじの高さ し・・・完全噛合ねじ長さ特
許出願人 住友金属工業株式会社 代 理 人 弁理士 内1)敏彦
1 and 2 are diagrams showing an embodiment of a pipe joint for oil country tubular goods according to the present invention, in which FIG. 1 is a sectional view showing the upper half of the pipe joint portion, and FIG. 2 is a male thread and a female thread. FIG. 3 and FIG. 4 are diagrams showing a conventional oil country pipe joint, and FIG. 3 is a cross-sectional view showing the upper half of the pipe joint. , FIG. 4 is an enlarged schematic diagram showing a state in which the male thread and the female thread are engaged. 1...Female joint part 1d...Female thread part 8...Male joint part 8d...Male thread θ...Thread load flank angle] (...Thread height shi...Full meshing thread Length patent applicant Sumitomo Metal Industries Co., Ltd. Representative Patent attorney 1) Toshihiko

Claims (1)

【特許請求の範囲】[Claims] 1、 油井管用のねじ継手において、ねじ山高さを1.
0乃至2.0 ms 、完全噛合ねじ長さを管本体肉厚
の3倍以上、ねじのロードフランク角を−8乃至−10
度としであることを特徴とする油井管用管継手。
1. For threaded joints for oil country tubular goods, the thread height should be set to 1.
0 to 2.0 ms, the length of the fully engaged screw is at least 3 times the wall thickness of the tube body, and the load flank angle of the screw is -8 to -10.
A pipe joint for oil country tubular goods characterized by its hardness.
JP59095221A 1984-05-11 1984-05-11 Pipe joint for oil well pipe Pending JPS60241596A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59095221A JPS60241596A (en) 1984-05-11 1984-05-11 Pipe joint for oil well pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59095221A JPS60241596A (en) 1984-05-11 1984-05-11 Pipe joint for oil well pipe

Publications (1)

Publication Number Publication Date
JPS60241596A true JPS60241596A (en) 1985-11-30

Family

ID=14131687

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59095221A Pending JPS60241596A (en) 1984-05-11 1984-05-11 Pipe joint for oil well pipe

Country Status (1)

Country Link
JP (1) JPS60241596A (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5314411A (en) * 1976-07-23 1978-02-09 Barurureku Yujiyuunu A Chubu D Jointing arrangement for pipes * especially pipes for drilling of oil

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5314411A (en) * 1976-07-23 1978-02-09 Barurureku Yujiyuunu A Chubu D Jointing arrangement for pipes * especially pipes for drilling of oil

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