JP2001153115A - Steel pipe connecting structure - Google Patents

Steel pipe connecting structure

Info

Publication number
JP2001153115A
JP2001153115A JP33826499A JP33826499A JP2001153115A JP 2001153115 A JP2001153115 A JP 2001153115A JP 33826499 A JP33826499 A JP 33826499A JP 33826499 A JP33826499 A JP 33826499A JP 2001153115 A JP2001153115 A JP 2001153115A
Authority
JP
Japan
Prior art keywords
steel pipe
annular groove
annular
diameter portion
female
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
JP33826499A
Other languages
Japanese (ja)
Inventor
Rikio Yasuda
力夫 安田
Yoshihiro Kaneko
喜弘 金子
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.)
Ushio Kogyo Co Ltd
Ushio Kogyo KK
Original Assignee
Ushio Kogyo Co Ltd
Ushio Kogyo KK
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 Ushio Kogyo Co Ltd, Ushio Kogyo KK filed Critical Ushio Kogyo Co Ltd
Priority to JP33826499A priority Critical patent/JP2001153115A/en
Publication of JP2001153115A publication Critical patent/JP2001153115A/en
Pending legal-status Critical Current

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  • Mutual Connection Of Rods And Tubes (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a steel pipe connecting structure which can simplify a steel pipe manufacturing or assembling process and can reduce a manufacturing cost. SOLUTION: In the steel pipe connecting structure, steel pipes are connected to each other in a manner that an annular projection is forcibly inserted into an annular groove by the elasticity of the steel pipe itself and the female part of the steel pipe is fitted around the male part thereof.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は鋼管の連結構造に関
する。
The present invention relates to a steel pipe connecting structure.

【0002】[0002]

【発明が解決しようとする課題】トンネル掘削等におい
て、切羽前方および上方の脆弱地山の崩落を防止するた
め土留め工法の一例である長尺先受工法またはパイプル
ーフ工法の実施が知られている。これらの工法では、短
く分割した鋼管を連結しながら所定深度まで配置する方
法が広く知られている。
In tunnel excavation and the like, it has been known to implement a long end receiving method or a pipe roof method, which is an example of an earth retaining method, in order to prevent collapse of a fragile ground in front of and above a face. I have. In these construction methods, a method of arranging a short divided steel pipe to a predetermined depth while connecting the steel pipes is widely known.

【0003】従来の鋼管の連結構造としては、例えば、
図6に示すように、連結する鋼管の端部にそれぞれメス
部aとオス部bを設け、メス部aの凹部a1にオス部b
の凸部b2を合致させ、オス部bの凹部b1にメス部a
の凸部a2を合致させて連結する構造が採用されてい
る。
As a conventional steel pipe connection structure, for example,
As shown in FIG. 6, a female part a and a male part b are provided at the ends of the steel pipes to be connected, and a male part b is provided in a concave part a1 of the female part a.
Of the male part b and the female part a in the concave part b1 of the male part b.
And a structure in which the projections a2 are matched and connected.

【0004】但し、メス部a内にオス部bを圧入する際
に、オス部bの管径を縮小させるため、従来はオス部b
の軸方向に複数のスリットb3を形成する方法を採用し
ていた。しかし、このようなスリットb3の加工は、鋼
管の製造工程を煩雑化すると共に、コスト高の原因とな
っていた。また、オス部とメス部にねじ継手を設ける構
造もあるが、コスト高になると共に、連結作業に手間を
要する。
However, when the male part b is press-fitted into the female part a, the diameter of the male part b is reduced.
In which a plurality of slits b3 are formed in the axial direction. However, such processing of the slit b3 complicates the manufacturing process of the steel pipe and causes a high cost. Further, there is a structure in which a threaded joint is provided in the male part and the female part, but this increases the cost and requires time and labor for the connecting operation.

【0005】図7は、地盤、岩盤等を穿孔するための公
知の二重管式掘削工具の先端部を示している。この工具
は、外管aの先端にトップジョイントbを介してリング
ビットcを装着し、外管a内に配置した内管dの先端に
インナービットeを装着し、内管dの回転力と打撃力と
をインナービットe及びリングビットcに伝達して掘削
を行うよう構成されている。所定の深度まで掘削した後
は、内管dをインナービットeごと引抜き、リングビッ
トc、トップジョイントb、外管dは地中に残置され
る。
FIG. 7 shows the tip of a known double-pipe drilling tool for drilling ground, rock, and the like. This tool attaches a ring bit c to the tip of an outer tube a via a top joint b, attaches an inner bit e to a tip of an inner tube d arranged in the outer tube a, and adjusts the rotational force of the inner tube d. The excavation is performed by transmitting the impact force to the inner bit e and the ring bit c. After excavation to a predetermined depth, the inner pipe d is pulled out together with the inner bit e, and the ring bit c, the top joint b, and the outer pipe d are left underground.

【0006】ここでリングビットcは、インナービット
eと共に回転するため、固定されたトップジョイントb
に対しては回転できるよう連結する必要がある。また内
管dの打撃力は、インナービットeの打撃部e1の打撃
面e2が、トップジョイントbの端面b1を打撃するこ
とによってリングビットcに伝達される。従って、その
ときの打撃力によってトップジョイントbの端面b1に
摩耗が生じてしまう。そして、摩耗分だけインナービッ
トe及びリングビットcを前進させる必要があるため、
リングビットcをトップジョイントbに対して軸方向に
スライド可能に構成する必要がある。
Here, since the ring bit c rotates together with the inner bit e, the fixed top joint b
Must be connected so that they can rotate. The striking force of the inner pipe d is transmitted to the ring bit c by the striking surface e2 of the striking portion e1 of the inner bit e striking the end face b1 of the top joint b. Accordingly, the impact force at that time causes wear on the end face b1 of the top joint b. And since it is necessary to advance the inner bit e and the ring bit c by the amount of wear,
The ring bit c needs to be configured to be slidable in the axial direction with respect to the top joint b.

【0007】そこで従来は、リングビットcとトップジ
ョイントbとを回転可能な遊嵌状態で装着し、それぞれ
の対向する位置に設けた環状溝b2とc1とで包囲され
る間隙部f内に、挿入孔b3から鉄輪gを全周に亘って
挿入する。これによって、リングビットcがトップジョ
イントbから引抜けることがない。そして、鉄輪gの断
面寸法よりも間隙部fの軸方向の長さを長くしておき、
リングビットcを軸方向にスライドできるよう構成す
る。
Conventionally, therefore, the ring bit c and the top joint b are mounted in a rotatable loose fit state, and are inserted into the gap f surrounded by the annular grooves b2 and c1 provided at the opposing positions. The iron wheel g is inserted from the insertion hole b3 all around. This prevents the ring bit c from being pulled out of the top joint b. Then, the axial length of the gap f is longer than the cross-sectional dimension of the iron ring g,
The ring bit c is configured to be slidable in the axial direction.

【0008】しかし、上記のような鉄輪gを用いる方法
は、部品点数が多くなりコスト高になると共に、鉄輪g
の挿入作業が煩雑であり、二重管の組立作業の効率を低
下させる原因となっていた。
However, the method using the iron wheel g as described above increases the number of parts and increases the cost, and also increases the cost.
Insertion work is complicated, which causes a reduction in the efficiency of the work of assembling the double pipe.

【0009】[0009]

【本発明の目的】本発明は以上の問題点を解決するため
になされたもので、鋼管の製造工程又は組立工程の簡素
化と、製造コストの低減を図ることを目的とし、鋼管の
連結構造を提供するものである。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and has as its object to simplify a steel pipe manufacturing process or an assembling process and to reduce the manufacturing cost. Is provided.

【0010】[0010]

【課題を解決するための手段】上記課題を解決するため
の手段として本発明は請求項1として、一方の鋼管の連
結端部に設けたメス部内に、他方の鋼管の連結端部に設
けたオス部を嵌合させて、鋼管を連結する構造におい
て、前記メス部は、基端部から先端部に向けて内周面を
徐々に拡径させて拡径部を形成すると共に、この拡径部
の内周面の基端側に隣接させて環状溝を周方向に形成
し、前記オス部は、基端部から先端部に向けて外周面を
徐々に縮径させ、前記拡径部と合致するよう縮径部を形
成すると共に、この縮径部の外周面の先端側に隣接させ
て前記環状溝内に合致する環状突起を周方向に形成し、
この環状突起の外径は、前記メス部又はオス部に管径を
拡縮させるための軸方向のスリットを設けることなく、
鋼管素材自体の有する弾性により前記環状溝内に圧入可
能でかつ引抜けないように、前記拡径部の最小内径部よ
り僅かに大きく形成し、前記拡径部と縮径部、環状溝と
環状突起とを合致させ前記メス部とオス部とを嵌合させ
ることによって、鋼管を連結するよう構成したことを特
徴とする、鋼管の連結構造を提供する。
According to the present invention, as a means for solving the above problems, a steel pipe is provided at a connecting end of one steel pipe in a female section provided at a connecting end of the other steel pipe. In the structure in which the male portion is fitted to connect the steel pipes, the female portion gradually expands the inner peripheral surface from the base end to the distal end to form the expanded portion, An annular groove is formed in the circumferential direction adjacent to the proximal end of the inner peripheral surface of the portion, and the male portion gradually reduces the outer peripheral surface from the proximal end toward the distal end, and the enlarged portion and Along with forming the reduced diameter portion so as to match, adjacent to the distal end side of the outer peripheral surface of the reduced diameter portion, an annular projection matching the inside of the annular groove is formed in the circumferential direction,
The outer diameter of this annular projection is provided without an axial slit for expanding or reducing the tube diameter in the female or male part,
Due to the elasticity of the steel pipe material itself, it is formed slightly larger than the minimum inner diameter portion of the enlarged diameter portion so that it can be pressed into the annular groove and does not pull out, and the enlarged diameter portion and the reduced diameter portion, the annular groove and the annular shape are formed. Provided is a steel pipe connection structure, wherein the steel pipes are connected by matching the projections and fitting the female part and the male part.

【0011】請求項2として、一方の鋼管の連結端部に
設けたメス部内に、他方の鋼管の連結端部に設けたオス
部を嵌合させて、鋼管を連結する構造において、前記オ
ス部は、基端部から先端部に向けて外周面を徐々に縮径
させて縮径部を形成すると共に、この縮径部の外周面の
基端側に隣接させて環状溝を周方向に形成し、前記メス
部は、基端部から先端部に向けて内周面を徐々に拡径さ
せ、前記縮径部と合致するよう拡径部を形成すると共
に、この拡径部の内周面の先端側に隣接させて前記環状
溝内に合致する環状突起を周方向に形成し、この環状突
起の内径は、前記メス部又はオス部に管径を拡縮させる
ための軸方向のスリットを設けることなく、鋼管素材自
体の有する弾性により前記環状溝内に圧入可能でかつ引
抜けないように、前記縮径部の最大外径部より僅かに小
さく形成し、前記拡径部と縮径部、環状溝と環状突起と
を合致させ前記メス部とオス部とを嵌合させることによ
って、鋼管を連結するよう構成したことを特徴とする、
鋼管の連結構造を提供する。
According to a second aspect of the present invention, in the structure for connecting a steel pipe by fitting a male part provided at a connection end of the other steel pipe into a female part provided at a connection end of one steel pipe, the male part is connected to the female part. The diameter of the outer peripheral surface is gradually reduced from the base end toward the distal end to form a reduced diameter portion, and an annular groove is formed in the circumferential direction adjacent to the base end side of the outer peripheral surface of the reduced diameter portion. The scalpel portion gradually expands the inner peripheral surface from the base end portion to the distal end portion, forms an enlarged diameter portion so as to match the reduced diameter portion, and forms an inner peripheral surface of the enlarged diameter portion. An annular projection that fits inside the annular groove is formed in the circumferential direction so as to be adjacent to the distal end side of the groove, and the inner diameter of the annular projection is provided with an axial slit for expanding or contracting the pipe diameter in the female portion or the male portion. Without being pressed into the annular groove by the elasticity of the steel pipe material itself and without being pulled out. The steel pipe is connected by forming it slightly smaller than the maximum outer diameter part of the reduced diameter part, matching the enlarged diameter part with the reduced diameter part, the annular groove and the annular protrusion, and fitting the female part and the male part. Characterized in that it is configured to
Provide a steel pipe connection structure.

【0012】請求項3として、一方の鋼管の連結端部に
設けたメス部内に、他方の鋼管の連結端部に設けたオス
部を嵌合させて、鋼管を連結する構造において、前記メ
ス部の内周面に環状突起を周方向に形成し、この環状突
起のメス部の基端側に隣接させて環状溝を周方向に形成
し、前記オス部の外周面に前記メス部の環状突起が嵌合
する環状溝を周方向に形成し、この環状溝のオス部の先
端側に隣接させて前記メス部の環状溝内に嵌合する環状
突起を周方向に形成し、前記オス部の環状突起の外径
は、前記メス部又はオス部に管径を拡縮させるための軸
方向のスリットを設けることなく、鋼管素材自体の有す
る弾性により前記メス部の環状溝内に圧入可能かつ引抜
けないように、前記メス部の環状突起の内径より僅かに
大きく形成し、かつメス部及びオス部の環状突起は、メ
ス部及びオス部の環状溝内に嵌合した状態で回転可能で
かつ鋼管の軸方向にスライドできる寸法に形成し、前記
メス部及びオス部の環状溝と環状突起とを嵌合させるこ
とによって、鋼管を連結するよう構成したことを特徴と
する、鋼管の連結構造を提供する。以下、図面を参照し
ながら本発明の実施の形態について説明図する。
According to a third aspect of the present invention, there is provided a structure for connecting a steel pipe by fitting a male part provided at a connection end of the other steel pipe into a female part provided at a connection end of one steel pipe. An annular projection is formed in the circumferential direction on the inner peripheral surface of the male part, an annular groove is formed in the circumferential direction adjacent to the proximal end side of the female part of the annular projection, and the annular projection of the female part is formed on the outer peripheral surface of the male part. Is formed in the circumferential direction, and an annular protrusion fitted in the annular groove of the female part is formed in the circumferential direction adjacent to the distal end side of the male part of the annular groove. The outer diameter of the annular projection can be press-fitted into the annular groove of the female part by the elasticity of the steel pipe material itself without providing an axial slit in the female part or the male part for expanding and contracting the pipe diameter. So that it is slightly larger than the inner diameter of the annular projection of the female part, and The annular protrusions of the female part and the male part are formed to have dimensions that are rotatable and slidable in the axial direction of the steel pipe in a state fitted in the annular grooves of the female part and the male part. A steel pipe connecting structure, wherein the steel pipe is connected by fitting the annular projection with the annular pipe. Hereinafter, embodiments of the present invention will be described with reference to the drawings.

【0013】[0013]

【発明の実施の形態1】図1、2に示すように、一方の
鋼管の連結端部にメス部100を設け、他方の鋼管の連結
端部にそのメス部100に嵌合するオス部200を設ける。
First Embodiment As shown in FIGS. 1 and 2, a female part 100 is provided at a connecting end of one steel pipe, and a male part 200 fitted to the female part 100 is provided at a connecting end of the other steel pipe. Is provided.

【0014】メス部100は、基端部から先端部に向けて
内周面を徐々に拡径させて拡径部110を形成すると共
に、この拡径部110の内周面の基端側に隣接させて環状
溝120を周方向に形成する。なお、拡径部110の内周面の
基端部と先端部には、内径を等しく形成した等径部111
と112を形成してもよい。
The scalpel portion 100 forms an enlarged diameter portion 110 by gradually increasing the diameter of the inner peripheral surface from the base end portion to the distal end portion, and is formed on the proximal end side of the inner peripheral surface of the enlarged diameter portion 110. An annular groove 120 is formed in the circumferential direction so as to be adjacent. In addition, an equal-diameter portion 111 having the same inner diameter is provided at the base end and the front end of the inner peripheral surface of the enlarged diameter portion 110.
And 112 may be formed.

【0015】オス部200は、基端部から先端部に向けて
外周面を徐々に縮径させ、上記メス部100の拡径部110と
合致するよう縮径部210を形成すると共に、この縮径部2
10の外周面の先端側に隣接させて上記メス部100の環状
溝120内に合致する環状突起220を周方向に形成する。な
お、縮径部210の外周面の基端部と先端部には、上記メ
ス部100の等径部111と112と合致する、外径を等しく形
成した等径部211と212を形成してもよい。また、環状突
起220の外周面の先端部に、メス部100内への挿入を容易
にするためにテーパ部221を設けてもよい。
The male part 200 gradually reduces the diameter of the outer peripheral surface from the base end part to the distal end part, and forms a reduced diameter part 210 so as to match the enlarged diameter part 110 of the female part 100, and also forms this reduced diameter part. Diameter 2
An annular projection 220 is formed in the circumferential direction adjacent to the distal end side of the outer peripheral surface of 10 so as to fit in the annular groove 120 of the female part 100. In addition, the base end and the distal end of the outer peripheral surface of the reduced diameter portion 210 are formed with equal diameter portions 211 and 212 having the same outer diameter, which match the equal diameter portions 111 and 112 of the female portion 100. Is also good. Further, a tapered portion 221 may be provided at the tip of the outer peripheral surface of the annular protrusion 220 to facilitate insertion into the female portion 100.

【0016】また、環状突起220の外径は、メス部100又
はオス部200に管径を拡縮させるための軸方向のスリッ
トを設けることなく、鋼管素材自体の有する弾性により
メス部100の環状溝120内に圧入可能でかつ引抜けないよ
うに、メス部100の拡径部110の最小内径部、即ち等径部
111の内径より僅かに大きく形成する。
The outer diameter of the annular projection 220 can be adjusted by the elasticity of the steel tube material itself without providing an axial slit in the female portion 100 or the male portion 200 for expanding or reducing the pipe diameter. In order to be able to press-fit into 120 and not to be pulled out, the minimum inner diameter portion of the enlarged diameter portion 110 of the female portion 100,
It is formed slightly larger than the inside diameter of 111.

【0017】そして、図2に示すように、メス部100内
にオス部200を圧入し、環状溝120と環状突起220、拡径
部110と縮径部210、等径部211と112、等径部212と111と
をそれぞれ合致させて、メス部100とオス部200とを嵌合
させることによって、両鋼管を連結することができる。
Then, as shown in FIG. 2, the male part 200 is press-fitted into the female part 100, the annular groove 120 and the annular projection 220, the enlarged diameter part 110 and the reduced diameter part 210, the equal diameter parts 211 and 112, etc. Both steel pipes can be connected by matching the diameter portions 212 and 111 and fitting the female portion 100 and the male portion 200, respectively.

【0018】[0018]

【発明の実施の形態2】図3は、上記実施の形態1とメ
ス部およびオス部が逆の場合である。即ち、メス部300
は、基端部から順に、等径部310、拡径部320、等径部33
0、環状突起340、テーパ部350からなり、オス部400は、
基端部から順に、環状溝410、等径部420、縮径部430、
等径部440からなる。
[Embodiment 2] FIG. 3 shows a case where the female part and the male part are reverse to those of the first embodiment. That is, the female part 300
Are, in order from the base end, an equal diameter portion 310, an enlarged diameter portion 320, and an equal diameter portion 33.
0, an annular projection 340, a tapered portion 350, the male portion 400,
In order from the base end, an annular groove 410, an equal diameter portion 420, a reduced diameter portion 430,
It consists of an equal diameter part 440.

【0019】[0019]

【発明の実施の形態3】図4は、メス部、オス部ともに
環状溝と環状突起を設けた場合である。即ち、メス部50
0は、基端部から順に、環状溝510、等径部520、拡径部5
30、等径部540、環状突起550、テーパ部560からなり、
オス部600は、基端部から順に、環状溝610、等径部62
0、縮径部630、等径部640、環状突起650、テーパ部660
からなる。このようにメス部、オス部ともに環状溝と環
状突起を設けることによって、管体の引抜き抵抗が増し
て、より強固に連結することができる。
Third Embodiment FIG. 4 shows a case where both a female part and a male part are provided with an annular groove and an annular projection. That is, the female part 50
0 is an annular groove 510, an equal diameter portion 520, and an enlarged diameter portion 5 in order from the base end.
30, consisting of an equal diameter part 540, an annular protrusion 550, and a tapered part 560,
The male part 600 has an annular groove 610 and an equal diameter part 62 in order from the base end.
0, reduced diameter part 630, equal diameter part 640, annular projection 650, tapered part 660
Consists of By providing the annular groove and the annular projection on both the female part and the male part in this way, the pull-out resistance of the tube body is increased, and the connection can be made stronger.

【0020】[0020]

【発明の実施の形態4】図5は、管体を回転かつ軸方向
にスライド自在に連結する構造の実施の形態であり、二
重管式掘削工具の先端部を構成するトップジョイントb
とリングビットcの連結構造を例に挙げて説明する。
[Embodiment 4] FIG. 5 shows an embodiment of a structure for connecting a pipe so as to be rotatable and slidable in an axial direction, and a top joint b constituting a tip portion of a double pipe type drilling tool.
The connection structure of the ring bit c and the ring bit c will be described as an example.

【0021】トップジョイントbは、外管aの先端にリ
ングビットcを装着するための部材である。このトップ
ジョイントbの連結端部のメス部700の内周面には、基
端部から順に、第一環状溝710、環状突起720、第二環状
溝730を周方向に形成する。第二環状溝730は第一環状溝
710よりやや大径に形成する。
The top joint b is a member for attaching a ring bit c to the tip of the outer tube a. A first annular groove 710, an annular protrusion 720, and a second annular groove 730 are formed in the circumferential direction on the inner peripheral surface of the female portion 700 at the connection end of the top joint b in order from the base end. The second annular groove 730 is the first annular groove
Formed slightly larger than 710 in diameter.

【0022】リングビットcの連結端部のオス部800の
外周面には、基端部から順に、第一環状溝810、これよ
りやや小径の第二環状溝820、環状突起830、テーパ部84
0を周方向に形成する。そして、オス部800の環状突起83
0の外径は、メス部700又はオス部800に管径を拡縮させ
るための軸方向のスリットを設けることなく、鋼管素材
自体の有する弾性によりメス部700の第一環状溝710内に
圧入可能でかつ引抜けないように、メス部700の環状突
起720の内径より僅かに大きく形成する。
On the outer peripheral surface of the male portion 800 at the connection end of the ring bit c, a first annular groove 810, a second annular groove 820 having a slightly smaller diameter, an annular protrusion 830, and a tapered portion 84 are arranged in order from the base end.
0 is formed in the circumferential direction. And the annular projection 83 of the male part 800
The outer diameter of 0 can be press-fitted into the first annular groove 710 of the female part 700 by the elasticity of the steel pipe material itself without providing an axial slit for expanding or reducing the pipe diameter in the female part 700 or the male part 800. So that it is slightly larger than the inner diameter of the annular projection 720 of the female part 700 so as not to be pulled out.

【0023】さらに、メス部700及びオス部800の環状突
起720と830は、メス部700及びオス部800の第一環状溝71
0と第二環状溝820内に嵌合した状態で回転可能で、かつ
鋼管の軸方向にスライドできる寸法に形成する。即ち、
環状突起720及び830の軸方向の長さよりも、第一環状溝
710及び第二環状溝820の軸方向の長さを十分長く設定
し、軸方向のスライドを可能とする。さらに、第一環状
溝810と第二環状溝730、環状突起720と第二環状溝820、
環状突起830と第一環状溝710の夫々の内外周面間に僅か
な間隙が発生するよう設定し、リングビットcの回転を
可能とする。
Further, the annular projections 720 and 830 of the female part 700 and the male part 800 are formed by the first annular groove 71 of the female part 700 and the male part 800.
It is formed so as to be rotatable while fitted in the second annular groove 820 and to be slidable in the axial direction of the steel pipe. That is,
The first annular groove is longer than the axial length of the annular projections 720 and 830.
The length in the axial direction of 710 and the second annular groove 820 is set to be sufficiently long, and the sliding in the axial direction is enabled. Further, the first annular groove 810 and the second annular groove 730, the annular protrusion 720 and the second annular groove 820,
A small gap is set between the inner and outer peripheral surfaces of the annular projection 830 and the first annular groove 710 to enable the rotation of the ring bit c.

【0024】そして、オス部800の環状突起830をメス部
700の第一環状溝710内に圧入して嵌合させることによっ
て、トップジョイントbとリングビットcとを回転かつ
軸方向にスライド自在に連結することができる。
Then, the annular projection 830 of the male part 800 is connected to the female part.
By press-fitting and fitting into the first annular groove 710 of the 700, the top joint b and the ring bit c can be connected rotatably and slidably in the axial direction.

【0025】なお、図示しないが、メス部700の第二環
状溝730とオス部800の第一環状溝810を設けない場合も
ある。また、上記実施の形態4とは逆に、メス部内周面
の基端部から順に、第一環状溝、第二環状溝、環状突
起、テーパ部を形成し、オス部内周面の基端部から順
に、第一環状溝、環状突起、第二環状溝を形成してもよ
い。
Although not shown, the second annular groove 730 of the female part 700 and the first annular groove 810 of the male part 800 may not be provided. In addition, contrary to the fourth embodiment, the first annular groove, the second annular groove, the annular protrusion, and the tapered portion are formed in order from the base end of the inner peripheral surface of the female portion, and the base end of the inner peripheral surface of the male portion is formed. The first annular groove, the annular protrusion, and the second annular groove may be formed in this order.

【0026】[0026]

【発明の効果】本発明は以上のように構成されるため、
以下のような効果を得ることができる。 <イ>鋼管素材自体の有する弾性により環状溝内に環状
突起を圧入できるよう構成した。そのため、従来のよう
なスリットを鋼管の連結端部に設ける必要がない。従っ
て、鋼管の製造工程の簡素化及びコストの低減を図るこ
とができる。
Since the present invention is configured as described above,
The following effects can be obtained. <B> The annular projection is press-fitted into the annular groove by the elasticity of the steel pipe material itself. Therefore, there is no need to provide a conventional slit at the connection end of the steel pipe. Therefore, it is possible to simplify the manufacturing process of the steel pipe and reduce the cost.

【0027】<ロ>二重管式掘削工具のリングビットと
トップジョイントなどの鋼管同士を連結する場合におい
ても、上記のようにスリットを鋼管の連結端部に設ける
必要がないため、鋼管の製造工程の簡素化及びコストの
低減を図ることができ、しかも従来のような鉄輪を用い
ることなく、鋼管同士を回転可能でかつ軸方向にスライ
ド可能に連結することができる。従って、部品点数を減
らしてコストの低減を図ることができると共に、鋼管の
組立工程の簡素化を図ることができる。
<B> When connecting a steel pipe such as a ring bit and a top joint of a double pipe type excavating tool, it is not necessary to provide a slit at the connection end of the steel pipe as described above. The process can be simplified and the cost can be reduced, and the steel pipes can be connected rotatably and slidably in the axial direction without using a conventional iron wheel. Therefore, it is possible to reduce the number of parts and cost, and to simplify the assembly process of the steel pipe.

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

【図1】 本発明の実施の形態1の斜視図FIG. 1 is a perspective view of a first embodiment of the present invention.

【図2】 本発明の実施の形態1の要部拡大断面図FIG. 2 is an enlarged sectional view of a main part according to the first embodiment of the present invention;

【図3】 本発明の実施の形態2の要部拡大断面図FIG. 3 is an enlarged sectional view of a main part according to a second embodiment of the present invention.

【図4】 本発明の実施の形態3の要部拡大断面図FIG. 4 is an enlarged sectional view of a main part according to a third embodiment of the present invention.

【図5】 本発明の実施の形態4の要部拡大断面図FIG. 5 is an enlarged sectional view of a main part according to a fourth embodiment of the present invention.

【図6】 従来技術の説明図FIG. 6 is an explanatory view of a conventional technique.

【図7】 従来技術の説明図FIG. 7 is an explanatory diagram of a conventional technique.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 一方の鋼管の連結端部に設けたメス部内
に、他方の鋼管の連結端部に設けたオス部を嵌合させ
て、鋼管を連結する構造において、 前記メス部は、基端部から先端部に向けて内周面を徐々
に拡径させて拡径部を形成すると共に、この拡径部の内
周面の基端側に隣接させて環状溝を周方向に形成し、 前記オス部は、基端部から先端部に向けて外周面を徐々
に縮径させ、前記拡径部と合致するよう縮径部を形成す
ると共に、この縮径部の外周面の先端側に隣接させて前
記環状溝内に合致する環状突起を周方向に形成し、 この環状突起の外径は、前記メス部又はオス部に管径を
拡縮させるための軸方向のスリットを設けることなく、
鋼管素材自体の有する弾性により前記環状溝内に圧入可
能でかつ引抜けないように、前記拡径部の最小内径部よ
り僅かに大きく形成し、 前記拡径部と縮径部、環状溝と環状突起とを合致させ前
記メス部とオス部とを嵌合させることによって、鋼管を
連結するよう構成したことを特徴とする、鋼管の連結構
造。
1. A structure for connecting a steel pipe by fitting a male part provided at a connection end of another steel pipe into a female part provided at a connection end of one steel pipe, wherein the female part is The inner peripheral surface is gradually increased in diameter from the end to the distal end to form an enlarged diameter portion, and an annular groove is formed in the circumferential direction adjacent to the base end side of the inner peripheral surface of the enlarged diameter portion. The male portion gradually reduces the outer peripheral surface from the base end portion to the distal end portion, forms a reduced diameter portion so as to match the enlarged diameter portion, and forms a distal end side of the outer peripheral surface of the reduced diameter portion. An annular projection matching the inside of the annular groove is formed in the circumferential direction adjacent to the annular groove, and the outer diameter of the annular projection does not need to be provided in the female portion or the male portion with an axial slit for expanding and contracting the tube diameter. ,
Formed slightly larger than the minimum inner diameter portion of the enlarged diameter portion so that it can be pressed into the annular groove and cannot be pulled out by the elasticity of the steel pipe material itself, the enlarged diameter portion and the reduced diameter portion, the annular groove and the annular shape. A steel pipe connecting structure, wherein the steel pipes are connected by matching the projections and fitting the female part and the male part.
【請求項2】 一方の鋼管の連結端部に設けたメス部内
に、他方の鋼管の連結端部に設けたオス部を嵌合させ
て、鋼管を連結する構造において、 前記オス部は、基端部から先端部に向けて外周面を徐々
に縮径させて縮径部を形成すると共に、この縮径部の外
周面の基端側に隣接させて環状溝を周方向に形成し、 前記メス部は、基端部から先端部に向けて内周面を徐々
に拡径させ、前記縮径部と合致するよう拡径部を形成す
ると共に、この拡径部の内周面の先端側に隣接させて前
記環状溝内に合致する環状突起を周方向に形成し、 この環状突起の内径は、前記メス部又はオス部に管径を
拡縮させるための軸方向のスリットを設けることなく、
鋼管素材自体の有する弾性により前記環状溝内に圧入可
能でかつ引抜けないように、前記縮径部の最大外径部よ
り僅かに小さく形成し、 前記拡径部と縮径部、環状溝と環状突起とを合致させ前
記メス部とオス部とを嵌合させることによって、鋼管を
連結するよう構成したことを特徴とする、鋼管の連結構
造。
2. A structure for connecting a steel pipe by fitting a male part provided at a connecting end of another steel pipe into a female part provided at a connecting end of one steel pipe, wherein the male part is The outer peripheral surface is gradually reduced in diameter from the end toward the distal end to form a reduced diameter portion, and an annular groove is formed in the circumferential direction adjacent to the base end side of the outer peripheral surface of the reduced diameter portion. The scalpel portion gradually expands the inner peripheral surface from the base end portion to the distal end portion, forms a large-diameter portion so as to match the reduced-diameter portion, and forms a distal end side of the inner peripheral surface of the large-diameter portion. An annular projection matching the inside of the annular groove is formed in the circumferential direction adjacent to the annular groove, and the inner diameter of the annular projection is provided without providing an axial slit for expanding or reducing the pipe diameter in the female part or the male part,
Due to the elasticity of the steel pipe material itself, it can be press-fitted into the annular groove and cannot be pulled out, so that it is formed slightly smaller than the maximum outer diameter portion of the reduced diameter portion. A steel pipe connection structure, wherein a steel pipe is connected by matching an annular projection and fitting the female part and the male part.
【請求項3】 一方の鋼管の連結端部に設けたメス部内
に、他方の鋼管の連結端部に設けたオス部を嵌合させ
て、鋼管を連結する構造において、 前記メス部の内周面に環状突起を周方向に形成し、この
環状突起のメス部の基端側に隣接させて環状溝を周方向
に形成し、 前記オス部の外周面に前記メス部の環状突起が嵌合する
環状溝を周方向に形成し、この環状溝のオス部の先端側
に隣接させて前記メス部の環状溝内に嵌合する環状突起
を周方向に形成し、 前記オス部の環状突起の外径は、前記メス部又はオス部
に管径を拡縮させるための軸方向のスリットを設けるこ
となく、鋼管素材自体の有する弾性により前記メス部の
環状溝内に圧入可能でかつ引抜けないように、前記メス
部の環状突起の内径より僅かに大きく形成し、 かつメス部及びオス部の環状突起は、メス部及びオス部
の環状溝内に嵌合した状態で回転可能でかつ鋼管の軸方
向にスライドできる寸法に形成し、 前記メス部及びオス部の環状溝と環状突起とを嵌合させ
ることによって、鋼管を連結するよう構成したことを特
徴とする、 鋼管の連結構造。
3. A structure for connecting a steel pipe by fitting a male part provided at a connection end of the other steel pipe into a female part provided at a connection end of one steel pipe, wherein the inner circumference of the female part is provided. An annular protrusion is formed in the circumferential direction on the surface, an annular groove is formed in the circumferential direction adjacent to the base end side of the female portion of the annular protrusion, and the annular protrusion of the female portion fits on the outer peripheral surface of the male portion. An annular groove is formed in the circumferential direction, and an annular protrusion that fits in the annular groove of the female portion is formed in the circumferential direction adjacent to the distal end side of the male portion of the annular groove. The outer diameter can be press-fitted into the annular groove of the female part without being pulled out by the elasticity of the steel pipe material itself without providing an axial slit for expanding and contracting the pipe diameter in the female part or the male part. A slightly larger inner diameter of the annular projection of the female part; The annular protrusion of the female part is formed to have a dimension that is rotatable in a state fitted into the annular groove of the female part and the male part and is slidable in the axial direction of the steel pipe. A steel pipe connection structure, characterized in that the steel pipes are connected by fitting them together.
JP33826499A 1999-11-29 1999-11-29 Steel pipe connecting structure Pending JP2001153115A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33826499A JP2001153115A (en) 1999-11-29 1999-11-29 Steel pipe connecting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33826499A JP2001153115A (en) 1999-11-29 1999-11-29 Steel pipe connecting structure

Publications (1)

Publication Number Publication Date
JP2001153115A true JP2001153115A (en) 2001-06-08

Family

ID=18316495

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33826499A Pending JP2001153115A (en) 1999-11-29 1999-11-29 Steel pipe connecting structure

Country Status (1)

Country Link
JP (1) JP2001153115A (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006193813A (en) * 2005-01-17 2006-07-27 Hitachi Metals Ltd Roll for hot dip metal plating bath
JP2006193814A (en) * 2005-01-17 2006-07-27 Hitachi Metals Ltd Roll for hot dip metal plating bath
JP2006193812A (en) * 2005-01-17 2006-07-27 Hitachi Metals Ltd Roll for hot dip metal plating bath
KR101290094B1 (en) * 2013-01-04 2013-07-26 최병언 Modular leader for pile driver
JP2013185664A (en) * 2012-03-08 2013-09-19 Sunkei Kogyo Kk Connecting structure of pipe member and goal for ball game
JP2020041566A (en) * 2018-09-07 2020-03-19 ナブテスコ株式会社 Junction for fiber containing composite material

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006193813A (en) * 2005-01-17 2006-07-27 Hitachi Metals Ltd Roll for hot dip metal plating bath
JP2006193814A (en) * 2005-01-17 2006-07-27 Hitachi Metals Ltd Roll for hot dip metal plating bath
JP2006193812A (en) * 2005-01-17 2006-07-27 Hitachi Metals Ltd Roll for hot dip metal plating bath
JP4678580B2 (en) * 2005-01-17 2011-04-27 日立金属株式会社 Roll for hot metal plating bath
JP4678581B2 (en) * 2005-01-17 2011-04-27 日立金属株式会社 Roll for hot metal plating bath
JP2013185664A (en) * 2012-03-08 2013-09-19 Sunkei Kogyo Kk Connecting structure of pipe member and goal for ball game
KR101290094B1 (en) * 2013-01-04 2013-07-26 최병언 Modular leader for pile driver
JP2020041566A (en) * 2018-09-07 2020-03-19 ナブテスコ株式会社 Junction for fiber containing composite material
JP7148333B2 (en) 2018-09-07 2022-10-05 ナブテスコ株式会社 Bonding of fiber-containing composites
US11668339B2 (en) 2018-09-07 2023-06-06 Nabtesco Corporation Joining of fiber-containing composite material

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