JPH0680981U - Structure of casing pipe joint - Google Patents

Structure of casing pipe joint

Info

Publication number
JPH0680981U
JPH0680981U JP2782493U JP2782493U JPH0680981U JP H0680981 U JPH0680981 U JP H0680981U JP 2782493 U JP2782493 U JP 2782493U JP 2782493 U JP2782493 U JP 2782493U JP H0680981 U JPH0680981 U JP H0680981U
Authority
JP
Japan
Prior art keywords
pipe
taper
thread
screw
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.)
Granted
Application number
JP2782493U
Other languages
Japanese (ja)
Other versions
JPH089501Y2 (en
Inventor
廣義 永留
Original Assignee
株式会社永代事業所
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 株式会社永代事業所 filed Critical 株式会社永代事業所
Priority to JP1993027824U priority Critical patent/JPH089501Y2/en
Publication of JPH0680981U publication Critical patent/JPH0680981U/en
Application granted granted Critical
Publication of JPH089501Y2 publication Critical patent/JPH089501Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Non-Disconnectible Joints And Screw-Threaded Joints (AREA)

Abstract

(57)【要約】 【目的】 地中線埋設用のケ−シングパイプ、削進管及
び推進管を結合するためのケ−シングパイプの継手部の
構造において、管の一方の管端の外周と他方の管端の内
周に設けたテ−パおねじとテ−パめねじとは、ねじ山の
形が断面台形設けることにより、ねじ山が角ねじと同等
の強度を確保し且つ高い精度を有し、手締めハメアイを
容易にし、良好な水密性及び気密性を備えさせ、配管の
施工性及び接続部の安全性を確実に確保する。 【構成】 管の一方の管端にテ−パおねじを設け、他方
の管端にテ−パめねじを設け、前記おねじ及びめねじは
ねじ山の形が断面台形になり、結合したときの管と管と
の継手部が同一の内径及び外径を有してなるものであ
る。
(57) [Abstract] [Purpose] In the structure of the joint part of the casing pipe for burying the underground line, the casing pipe and the propulsion pipe, the outer periphery of one of the pipe ends. The taper male thread and the taper female thread provided on the inner circumference of the other pipe end have a trapezoidal cross-section, so that the thread has high strength equivalent to a square thread and is high. It has accuracy, facilitates hand tightening, has good water-tightness and air-tightness, and ensures the workability of pipes and the safety of connection parts. [Structure] A taper male screw is provided on one pipe end of the pipe, and a taper female screw is provided on the other pipe end, and the male screw and the female screw have a trapezoidal cross section and are joined together. At this time, the pipe and the joint portion of the pipe have the same inner diameter and outer diameter.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial applications]

本考案は、地中線埋設用のケ−シングパイプ、削進管及び推進管を結合するた めのケ−シングパイプの継手部の構造に関するものである。 The present invention relates to a structure of a casing pipe jointing portion for connecting a casing pipe for burying an underground wire, a thrust pipe and a propulsion pipe.

【0002】[0002]

【従来の技術】[Prior art]

従来、管用ねじは、気密性、水密性を求められていることから、三角ねじが設 けられ、ハメアイには平行おねじ或はテ−パおねじと平行めねじ或はテ−パめね じとを多種に組み合わせて設けられていることは良く知られている。また、削進 管や推進管は、その用途において継手部にかかる大きな力に対応できるように、 ねじ山の丈夫な角ねじが、管軸に平行する平行ねじとして普通一般に設けられて いる。 Conventionally, pipe screws have been required to have airtightness and watertightness, so triangular screws have been provided, and female threads have parallel male threads or taper male threads and parallel female threads or taper female threads. It is well known that various types of stitches are provided. In addition, as for the thrust tube and the propulsion tube, a square screw with a strong thread is generally provided as a parallel screw parallel to the pipe axis in order to cope with a large force applied to the joint in its application.

【0003】[0003]

【考案が解決しようとする問題点】[Problems to be solved by the device]

従来地中線用のケ−シングパイプの継手部において、管の抜け出し或は水密性 、耐食性等の結合部の安全性が損なわれると配管全体の寿命を短くするものであ るから、結合部の安全性が確実に確保されていなければならない。しかも、これ に加えて、多数の管を接続することから、締結作業の取扱が容易で配管作業にお ける能率的な施行性が要求される。また、削進管及び推進管においても、配管全 体の寿命を長く維持させるためには、水密性、耐食性等の結合部の安全性が損な われることがあってはならないし、配管作業の費用の節減のためにも、締結作業 における取扱が容易で能率的な施工性が要求されることは云うまでもない。 At the joint part of conventional underground pipe casing pipes, if the pipe slips out or the safety of the joint such as watertightness and corrosion resistance is impaired, the life of the entire pipe is shortened. The safety of must be ensured. Moreover, in addition to this, since a large number of pipes are connected, the fastening work is easy to handle and efficient workability is required in the piping work. In addition, even in the case of a straightening pipe and a propulsion pipe, in order to maintain the life of the entire pipe for a long time, the safety of the joint such as watertightness and corrosion resistance should not be impaired, and the piping work Needless to say, easy handling and efficient workability are required for fastening work in order to reduce costs.

【0004】 しかしながら、従来の技術で述べたこの種従来管用ねじにおいて、三角ねじは 水密性及び気密性に対する接続部の安全性は確保されているとしても、三角ねじ はねじ山の強度が弱いものであり、結合したときの継手部の耐久性に問題があっ た。これに対し、削進管及び推進管に設けた角ねじになる平行ねじは、継手部に 作用する大きな力に耐える十分な強度を有しているとしても、角ねじは、ねじ山 の形が断面正方形になり、これを管軸に平行する平行ねじとして設けているので 、手締めハメアイが困難で多数の管の接続が必要な配管作業に多くの時間を要す る施工性が悪く、しかも、おねじとめねじの山幅の間隙を多くしてハメアイ径を ゆるくしてあり、それ故に精度が低く、ひっかかり率も低いので、ねじの間に隙 間ができ、その結果、ハメアイの緩みが大きくなって、水密性及び気密性も極め て悪い等問題点があった。However, in the conventional pipe thread of this type described in the prior art, even if the triangular screw secures the safety of the connection portion against watertightness and airtightness, the triangular screw has a weak thread strength. Therefore, there was a problem with the durability of the joint when they were joined. On the other hand, even though the parallel threads that are used as the square threads provided on the thrust tube and the propulsion tube have sufficient strength to withstand the large force that acts on the joint, the square threads have a thread shape. Since it has a square cross section and is provided as a parallel screw parallel to the pipe axis, it is difficult to tighten by hand and requires a lot of time for piping work that requires connection of many pipes. , The clearance between the male and female threads is increased to loosen the snap-eye diameter, and therefore the accuracy is low and the catching rate is also low.Therefore, there is a gap between the screws, resulting in loosening of the snap-eye. However, there was a problem that the watertightness and airtightness were extremely poor as the size increased.

【0005】 推進工法において、通常一工程目にリ−ドパイプ(パイロットパイプ)を到達 させた後、二工程目に埋設管の外径に合わせた土砂取込みヘッド(圧削ヘッド) を接続し、続いて埋設管を接続し、この埋設管を回転させずに圧入推進する工法 であり、推進管には直接推進力がかからないとしても、管の外面に突起等がある と、推進中に土砂との接触による周面抵抗力が増大するので、埋設管の周表面、 特に管の接続部は、推進中の周面抵抗を生じるような突起等のない形状に形成し なければならないと云う課題があった。同様に、削進(ボ−リング)工法の場合 でも、埋設管の突起部の径に合わせたメタルビット又はメタルクラウウンが必要 となり、これを備えさせることは困難なことから、管の周表面には突起物のない 形状に形成しなければならない課題があった。In the propulsion method, usually, a lead pipe (pilot pipe) is reached in the first step, and then a sediment capturing head (pressing head) matching the outer diameter of the buried pipe is connected in the second step. It is a construction method in which a buried pipe is connected, and the buried pipe is pressed and propelled without rotating.If the propulsion pipe does not receive a direct propulsion force, if there is a protrusion etc. on the outer surface of the pipe, it will not be mixed with earth and sand during propulsion. Since the peripheral resistance due to contact increases, there is a problem that the peripheral surface of the buried pipe, especially the connecting part of the pipe, must be formed in a shape without protrusions that cause peripheral resistance during propulsion. It was Similarly, even in the case of the boring method, a metal bit or metal crown that matches the diameter of the projection of the buried pipe is required, and it is difficult to equip it with the metal surface. Had a problem that it had to be formed into a shape without protrusions.

【0006】 本考案は、従来の技術で述べた上記の点に鑑みてなされたものであって、その 目的とするところは、管の一方の管端の外周に台形ねじになるテ−パおねじを設 け、他方の管端に台形ねじになるテ−パめねじを設けることにより、ねじ山が角 ねじと同等の強度を確保され、手締めハメアイを容易にすると共に良好な水密性 及び気密性を備えさせ、配管の施工性及び接続部の安全性を確実に確保し得るケ −シングパイプの継手部の構造を提供するものである。The present invention has been made in view of the above-mentioned points described in the prior art, and an object of the present invention is to provide a taper screw having a trapezoidal thread on the outer circumference of one pipe end of the pipe. By installing a screw and a taper female thread that becomes a trapezoidal thread on the other pipe end, the thread has the same strength as a square thread, facilitating manual tightening and good water-tightness. It is intended to provide a structure of a joint portion of a casing pipe that is airtight and can surely secure the workability of a pipe and the safety of a connecting portion.

【0007】[0007]

【問題点を解決するための手段】[Means for solving problems]

上記目的を達成するために、本考案のケ−シングスリ−ブの継手部の構造にお いて、管の一方の管端にテ−パおねじを設け、他方の管端にテ−パめねじを設け 、前記おねじ及びめねじはねじ山の形が断面台形になり、結合したときの継手部 が管と同一の内径及び外径を有してなるものである。 In order to achieve the above object, in the structure of the joint portion of the casing sleeve of the present invention, a taper male screw is provided at one pipe end of the pipe and a taper female screw is provided at the other pipe end. The external thread and the internal thread are such that the thread shape is trapezoidal in cross section, and the joint portion when coupled has the same inner diameter and outer diameter as the pipe.

【0008】 前記テ−パは、管径の種類に応じて1/50若しくは1/25とし、前記おね じ及びめねじは、ねじ山の形が管軸に直角に設け、フランク角は14.5度の断 面台形とし、1インチにつき4山を設けるのが好ましい。The taper is 1/50 or 1/25 depending on the type of pipe diameter, and the male thread and female thread are provided with a thread shape at right angles to the pipe axis and a flank angle of 14 It is preferable that the trapezoid has a trapezoid of 0.5 degree and four peaks are provided per inch.

【0009】[0009]

【作用】[Action]

管と管の結合において、テ−パおねじとテ−パめねじにより手締めはめ合いが 極めて容易であり、断面台形のねじ山は、山幅の間隙が小さくできるので、はめ 合いの緩みが小さく、引っかかり率が著しく向上し、それ故に、継手部にかかる 大きな力を十分に受ける強度を備えると共に水密性及び気密性に優れ、また、継 手部においても、管外径を同じにし、推進中に土砂との接触による周面抵抗を増 大することなく配管作業における能率的な施工性と継手部の高い安全性を確保し て、多数の管の接続を必要とする配管費用を節減することができる。 When connecting pipes to each other, it is extremely easy to tighten them by hand by using a taper male screw and a taper female screw, and a trapezoidal cross-section screw thread can reduce the gap between the thread widths, so loose fitting is possible. It has a small size and has a significantly improved catching rate. Therefore, it has sufficient strength to receive a large force applied to the joint and is excellent in watertightness and airtightness. Ensure efficient workability in piping work and high safety of joints without increasing peripheral resistance due to contact with earth and sand, and reduce piping costs that require the connection of multiple pipes. be able to.

【0010】[0010]

【実施例】【Example】

実施例について図面を参照して説明すると、図1及び図2に示すように、管1 は、一方の管端の外周にテ−パおねじ2を設け、他方の管端の内周にテ−パめね じ3を設け、前記テ−パおねじ2及びテ−パめねじ3とは、図4に示すように、 ねじ山の形が断面台形になる台形ねじ4が設けられ、前記テ−パおねじ2とテ− パめねじ3は管1と他の管1’とが結合したときの継手部の内径及び外径は、図 3に示すように、管1の内径5、5’及び外径6、6’と同一の内径及び外径を 有する構造に構成する。 An embodiment will be described with reference to the drawings. As shown in FIGS. 1 and 2, a pipe 1 is provided with a taper male screw 2 on the outer periphery of one pipe end and a taper on the inner periphery of the other pipe end. -A taper screw 3 is provided, and the taper male screw 2 and the taper female screw 3 are provided with a trapezoidal screw 4 having a trapezoidal cross section as shown in FIG. The taper male screw 2 and the taper female screw 3 have an inner diameter and an outer diameter of the joint portion when the pipe 1 and another pipe 1'are combined, as shown in FIG. 5'and the outer diameter 6, 6'have the same inner and outer diameters.

【0011】 テ−パはハメアイを容易にするには強い程良いが、管端の肉厚が薄くなり過ぎ ると取扱上で変形し易くなるので、例えば、JIS G3452配管用炭素鋼鋼 管SGPでは、テ−パ1/50とし、ねじ山の高さを1.00mmとするのが好 ましく、又、JIS G3454圧力配管用炭素鋼鋼管STPG370では、テ −パ1/25とし、ねじ山の高さを1.5mm又は2.0mmとするのが好まし い。[0011] The taper is better to be strong for facilitating the interference, but if the wall thickness of the pipe end becomes too thin, it is likely to be deformed in handling. For example, JIS G3452 pipe carbon steel pipe SGP Then, it is preferable that the taper is 1/50 and the height of the screw thread is 1.00 mm. In the JIS G3454 carbon steel pipe for pressure pipe STPG370, the taper is 1/25 and the screw thread is It is preferable to have the height of 1.5 mm or 2.0 mm.

【0012】 前記おねじ2及びめねじ3は、ねじ山の形が管軸に直角に設け、ねじ山の角度 は29度又は30度の断面台形とするのが好ましい。The male thread 2 and the female thread 3 are preferably provided with a thread shape at right angles to the tube axis and have a trapezoidal cross section with a thread angle of 29 degrees or 30 degrees.

【0013】 前記おねじ及びめねじの山数は、1インチにつき4山を設けるのが好ましい。 例えば、台形ねじのピッチ6.35mmで有効山数5山において、管体の圧縮強 度と同等の強さがあり、引抜き力も十分に得られ、チェントング等での締めつけ 回転数は約5回半の回転と少なく、配管作業の安全性及び能率的な作業性が確保 できる。It is preferable that the external threads and the internal threads have four threads per inch. For example, when the trapezoidal screw pitch is 6.35 mm and the number of effective threads is 5, the strength is equivalent to the compressive strength of the pipe, and the pulling force is sufficient. With less rotation, the safety of piping work and efficient workability can be secured.

【0014】[0014]

【考案の効果】[Effect of device]

本考案は上記のような構成であるから、台形になるテ−パおねじとテ−パめね じを備えた管継手部を提供し、しかも締結作業が容易であり、配管作業における 能率の良い施工性と、大きな抜脱阻止力があり、水密性にも優れ、接続部の高い 安全性を備えることができ、また、推進及び削進作業においても、管周面に土砂 の接触による周面抵抗を生じることもなく、それ故に、配管費用が廉価であり、 また、配管全体の寿命を半永久的に保つ等の利点がある。 The present invention, which has the above-described structure, provides a pipe joint section having a trapezoidal taper male screw and a taper screw, and further, the fastening work is easy and the efficiency in the piping work is improved. It has good workability, has a large removal prevention force, is excellent in watertightness, and has high safety of the connection part. No surface resistance is generated, and therefore, there are advantages that the piping cost is low, and the life of the entire piping is semipermanently maintained.

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

【図1】本考案のテ−パ−おねじ及びテ−パ−めねじを
設けた管の斜視図である。
FIG. 1 is a perspective view of a pipe having a taper male screw and a taper female screw according to the present invention.

【図2】本考案のテ−パおねじとテ−パめねじの要部断
面図である。
FIG. 2 is a cross-sectional view of essential parts of a taper male screw and a taper female screw of the present invention.

【図3】本考案の管を接続して示す継ぎ手部の結合状態
の要部断面図である。
FIG. 3 is a cross-sectional view of an essential part of a joint portion of the present invention in which the joint portion is connected and shown.

【図4】本考案の管に設けたねじの要部拡大断面図であ
る。
FIG. 4 is an enlarged cross-sectional view of a main part of a screw provided on the pipe of the present invention.

【符号の説明】[Explanation of symbols]

1 管 2 テ−パおねじ 3 テ−パめねじ 4 台形ねじ 5,5’ 管の内径 6,6’ 管の外径 1 pipe 2 taper male screw 3 taper female screw 4 trapezoidal screw 5,5 'pipe inner diameter 6,6' pipe outer diameter

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 管の一方の管端にテ−パおねじを設け、
他方の管端にテ−パめねじを設け、前記おねじ及びめね
じはねじ山の形が断面台形になり、結合したときの継手
部が管と同一の内径及び外径を有してなることを特徴と
するケ−シングパイプの継手部の構造。
1. A taper external thread is provided on one pipe end of the pipe,
A taper female screw is provided at the other pipe end, and the male screw and the female screw have a trapezoidal cross section, and the joint portion when joined has the same inner diameter and outer diameter as the pipe. A structure of a joint portion of a casing pipe, which is characterized in that
JP1993027824U 1993-04-28 1993-04-28 Structure of joint part of casing pipe Expired - Lifetime JPH089501Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1993027824U JPH089501Y2 (en) 1993-04-28 1993-04-28 Structure of joint part of casing pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1993027824U JPH089501Y2 (en) 1993-04-28 1993-04-28 Structure of joint part of casing pipe

Publications (2)

Publication Number Publication Date
JPH0680981U true JPH0680981U (en) 1994-11-15
JPH089501Y2 JPH089501Y2 (en) 1996-03-21

Family

ID=12231703

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1993027824U Expired - Lifetime JPH089501Y2 (en) 1993-04-28 1993-04-28 Structure of joint part of casing pipe

Country Status (1)

Country Link
JP (1) JPH089501Y2 (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100556149B1 (en) * 2004-01-20 2006-03-03 (주) 씨. 피코리아 assemble piping materials and manufacturing method of the same
WO2012108096A1 (en) * 2011-02-07 2012-08-16 Jx日鉱日石エネルギー株式会社 Shaped pipe body
JP2012161886A (en) * 2011-02-07 2012-08-30 Jx Nippon Oil & Energy Corp Shaped pipe body
JP2012161885A (en) * 2011-02-07 2012-08-30 Jx Nippon Oil & Energy Corp Shaped pipe body
JP2015143556A (en) * 2014-01-31 2015-08-06 大成建設株式会社 Pipe joint structure

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5336024A (en) * 1976-09-14 1978-04-04 Mannesmann Ag Screw joint for oil well pipe
JPS5750992A (en) * 1980-09-16 1982-03-25 Taisho Pharmaceut Co Ltd Antibiotic tm-531b

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5336024A (en) * 1976-09-14 1978-04-04 Mannesmann Ag Screw joint for oil well pipe
JPS5750992A (en) * 1980-09-16 1982-03-25 Taisho Pharmaceut Co Ltd Antibiotic tm-531b

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100556149B1 (en) * 2004-01-20 2006-03-03 (주) 씨. 피코리아 assemble piping materials and manufacturing method of the same
WO2012108096A1 (en) * 2011-02-07 2012-08-16 Jx日鉱日石エネルギー株式会社 Shaped pipe body
JP2012161886A (en) * 2011-02-07 2012-08-30 Jx Nippon Oil & Energy Corp Shaped pipe body
JP2012161885A (en) * 2011-02-07 2012-08-30 Jx Nippon Oil & Energy Corp Shaped pipe body
CN103347663A (en) * 2011-02-07 2013-10-09 吉坤日矿日石能源株式会社 Shaped pipe body
EP2674265A1 (en) * 2011-02-07 2013-12-18 JX Nippon Oil & Energy Corporation Shaped pipe body
EP2674265A4 (en) * 2011-02-07 2014-08-06 Jx Nippon Oil & Energy Corp Shaped pipe body
JP2015143556A (en) * 2014-01-31 2015-08-06 大成建設株式会社 Pipe joint structure

Also Published As

Publication number Publication date
JPH089501Y2 (en) 1996-03-21

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