JP2001263554A - Pipe joint - Google Patents

Pipe joint

Info

Publication number
JP2001263554A
JP2001263554A JP2000081145A JP2000081145A JP2001263554A JP 2001263554 A JP2001263554 A JP 2001263554A JP 2000081145 A JP2000081145 A JP 2000081145A JP 2000081145 A JP2000081145 A JP 2000081145A JP 2001263554 A JP2001263554 A JP 2001263554A
Authority
JP
Japan
Prior art keywords
pipe
pipe joint
receiving port
core
enlarged
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
JP2000081145A
Other languages
Japanese (ja)
Inventor
Satoshi Saito
聡 斎藤
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.)
Mitsubishi Plastics Inc
Original Assignee
Mitsubishi Plastics Inc
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 Mitsubishi Plastics Inc filed Critical Mitsubishi Plastics Inc
Priority to JP2000081145A priority Critical patent/JP2001263554A/en
Publication of JP2001263554A publication Critical patent/JP2001263554A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a pipe joint preventing the pipe itself from being damaged by absorbing the insertion force, when an abnormal insertion force acts in the axial direction of the pipe in the pipe joint used for the buried pipe. SOLUTION: This pipe joint formed of a pipe body 1 provided with a diameter-enlarged receiver 11 and a pipe body 2 provided with an insertion port 21 to be inserted in the diameter-enlarged receiver 11 is characterized in that a core 3 having a stopper part 331 for the receiver and a breaking function 32 for a case where the abnormal force acting in the axial direction of the pipe body is incorporated in the inside face of the diameter-enlarged receiver 11.

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、電力、通信ケーブ
ル等の埋設管、或いは下水埋設管等に用いる管継手に係
り、特に当該配管の軸方向に異常な差込力が働いた際に
この差込力を吸収して管体自体には破壊の発生を防止し
たことを特徴とする管継手に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe joint used for buried pipes for electric power and communication cables or sewage buried pipes, and more particularly to a pipe joint when an abnormal insertion force acts in the axial direction of the pipe. The present invention relates to a pipe joint characterized in that a pipe body itself is prevented from breaking by absorbing insertion force.

【0002】[0002]

【従来の技術】近年、管路の耐震対策が重要視され埋設
管等のゴム輪の拡径受口も長くなってきており、差口の
先端を拡径受口の中間位置で止める施工方法が主流にな
っている。この際、所定の定位置で差口部を止める為
に、例えば図3に管継手の部分断面図で示す如く、管体
1の拡径受口11に挿入される管体2の差口21の外面
に標線5を2本引いておき、当該2本の標線の中間に拡
径受口11の先端が位置される様にして施工を行ってい
た。
2. Description of the Related Art In recent years, seismic countermeasures for pipelines have been regarded as important, and the expanded diameter of rubber rings for buried pipes and the like has become longer. Has become mainstream. At this time, in order to stop the spout at a predetermined fixed position, for example, as shown in a partial cross-sectional view of the pipe joint in FIG. In this case, two marking lines 5 are drawn on the outer surface of, and the construction is performed such that the tip end of the enlarged diameter receiving port 11 is located between the two marking lines.

【0003】[0003]

【発明が解決しようとする課題】従来の施工技術では、
電力線、通信線の保護管では、多条、多段に配管する場
合には、必要以上に差口を拡径受口に挿入したり、或い
は挿入が浅かったりして所定の定位置にセットすること
が難しかった。従って、配管に必要な伸縮長さが確保さ
れないと云う不具合が度々見られた。
SUMMARY OF THE INVENTION In the conventional construction technology,
In the case of power line and communication line protection pipes, when connecting multiple pipes or multiple pipes, insert the spigot into the enlarged diameter receiving port more than necessary or insert it shallowly and set it at a predetermined position. Was difficult. Therefore, there has been often seen a problem that the required expansion and contraction length of the pipe is not secured.

【0004】[0004]

【課題を解決する手段】本発明は、上記問題を解決した
管継手を提供しようとするもので、その要旨は、
(1)拡径受口を備えた管体と、当該拡径受口に挿入さ
れる差口を備えた管体とよりなる管継手において、差口
のストッパー部と管体の軸方向に異常な差込力が作用し
た場合に破壊機能とを有するコアを、拡径受口内面に内
蔵したことを特徴とする管継手である。 (2)破壊機能は、コアの外周先端部に設けた突起であ
ることを特徴とする上記(1)の管継手である。
SUMMARY OF THE INVENTION The present invention seeks to provide a pipe joint which solves the above problems.
(1) In a pipe joint including a pipe having an enlarged diameter receiving port and a pipe having a spigot inserted into the enlarged diameter receiving port, an abnormality occurs in a stopper portion of the spigot and in an axial direction of the pipe. A pipe joint characterized in that a core having a destruction function when a large insertion force is applied is built in the inner surface of an enlarged diameter receiving port. (2) The pipe joint according to the above (1), wherein the destruction function is a projection provided on the outer peripheral tip of the core.

【0005】[0005]

【発明の実施の形態】以下、本発明を図面に基づいて説
明する。図1は拡径受口内に差口を正規の位置にセット
した本発明管継手の一実施例の部分断面図、図2は異常
時における拡径受口内の差口の位置関係を示す本発明管
継手の一実施例の部分断面図、図3は従来の管継手の部
分断面図である。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the drawings. FIG. 1 is a partial cross-sectional view of one embodiment of the pipe joint of the present invention in which a spigot is set at a regular position in an enlarged diameter spout. FIG. FIG. 3 is a partial sectional view of a conventional pipe joint.

【0006】図1において、管体1の一端に拡径受口1
1を設け、当該拡径受口11内の先端部にゴム輪4を嵌
め込み、その奥部にコア3内蔵している。当該コア3
は、一端内面に管体2の差口21を嵌め込んで停止させ
るストッパー部31を有し、また他端外周に突起32を
有している。なお、コア3は合成樹脂製が良く、また突
起32はコア3の全周に設けても或いは同一周面に数カ
所の位置、例えば等分に4箇所に設けてもよい。この突
起32は、管体軸方向に異常な差込力が作用した場合
に、コア3の外面から分離して破壊される機能を有する
程度に両者は接続されている。
In FIG. 1, an enlarged diameter receiving port 1 is provided at one end of a tubular body 1.
1, a rubber ring 4 is fitted into a tip portion in the enlarged diameter receiving port 11, and a core 3 is built in a deep portion thereof. The core 3
Has a stopper portion 31 for fitting the spigot 21 of the tubular body 2 to the inner surface at one end and stopping it, and has a projection 32 on the outer periphery at the other end. The core 3 is preferably made of a synthetic resin, and the projections 32 may be provided on the entire circumference of the core 3 or may be provided at several positions on the same peripheral surface, for example, at evenly four positions. The projections 32 are connected to each other to such an extent that the projections 32 have a function of breaking apart from the outer surface of the core 3 when an abnormal insertion force acts in the axial direction of the tube.

【0007】次に、本発明管継手の接続施工手順を図1
基づいて詳述する。管体1の拡径受口11内にコア3挿
入し、次いで当該コア3を拡径受口11の奥部にスライ
ドさせてコア3の突起32と拡径受口11の最奥部とを
接触させてコア3のセッティングを完了する。ゴム輪4
を拡径受口11内に嵌め込んだ後、管体2の差口21を
拡径受口11端面より挿入し奥部にスライドしてその先
端をコア3のストッパー部31に接触させることによ
り、差口21は拡径受口11内の正規の位置にセットさ
れる。また、差口21と拡径受口11とが正規の位置に
セットされた場合には、管体2の差口21の外周に付し
た標線5が拡径受口11端面部に位置すると共に、差口
21の先端が拡径受口11の略二等分する位置になるよ
うに構成されている。
Next, the procedure for connecting the pipe joint of the present invention is shown in FIG.
It will be described in detail based on this. The core 3 is inserted into the enlarged-diameter receiving port 11 of the tubular body 1, and then the core 3 is slid to the deep portion of the enlarged-diameter receiving port 11 so that the protrusion 32 of the core 3 and the innermost part of the enlarged-diameter receiving port 11 are separated. Then, the setting of the core 3 is completed. Rubber ring 4
Is inserted into the enlarged diameter receiving port 11, and then the spigot 21 of the tubular body 2 is inserted from the end face of the enlarged diameter receiving port 11, and is slid to the back to make the tip thereof contact the stopper portion 31 of the core 3. The outlet 21 is set at a regular position in the enlarged diameter receiving port 11. When the spigot 21 and the enlarged-diameter receiving port 11 are set at the proper positions, the marking line 5 attached to the outer periphery of the spigot 21 of the tube 2 is located at the end face of the enlarged-diameter receiving port 11. At the same time, the front end of the spigot 21 is configured to be located at a position substantially bisecting the enlarged diameter receiving port 11.

【0008】図1の様に差口21が拡径受口11内に正
規の位置にセットされた状態において、地震等によって
管体軸方向に異常な差込力が作用した場合には、突起3
2がコア3から分離され、コア3は図2に示す如く拡径
受口11内の奥部に移動して管体1及び2の軸方向伸縮
を吸収する。
When an abnormal insertion force acts in the axial direction of the pipe due to an earthquake or the like in a state where the spigot 21 is set at a regular position in the enlarged diameter receiving port 11 as shown in FIG. 3
2 is separated from the core 3, and the core 3 moves to the inner part in the enlarged diameter receiving port 11 as shown in FIG. 2 to absorb the expansion and contraction of the tubes 1 and 2 in the axial direction.

【0009】[0009]

【発明の効果】本発明の管継手を使用すれば、拡径受口
11内に内蔵されているコア3のストッパー部31まで
差口21の先端を差し込めば、簡単に差口21を拡径受
口11内の正規の位置にセットすることができる。また
標線5によっても外部から差し込み具合を確認すること
ができる。また、地震等によって管体軸方向に異常な差
込力が作用した場合には、突起32がコア3から分離し
て破壊され、コア3は拡径受口11内の奥部に移動して
管体1及び2の伸縮を吸収することが出来るので、異常
時に管体1及び2には何ら損傷を与えられることがな
い。従って補修時には、管体自体を取り替えることなく
単にコア3のみを取り替える作業だけで済むので補修費
用節減及び作業時間の短縮を大幅に計ることができる。
According to the pipe joint of the present invention, if the tip of the spigot 21 is inserted into the stopper portion 31 of the core 3 built in the enlarged diameter spout 11, the spigot 21 can be easily expanded. It can be set at a regular position in the receptacle 11. Also, the insertion condition can be confirmed from outside by the mark line 5. When an abnormal insertion force acts in the axial direction of the pipe due to an earthquake or the like, the projection 32 separates from the core 3 and is broken, and the core 3 moves to a deep portion inside the enlarged diameter receiving port 11. Since the expansion and contraction of the tubes 1 and 2 can be absorbed, the tubes 1 and 2 are not damaged at all at the time of an abnormality. Therefore, at the time of repair, it is only necessary to replace the core 3 without replacing the pipe itself, so that it is possible to greatly reduce repair cost and work time.

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

【図1】拡径受口内に差口を正規の位置にセットした本
発明管継手の一実施例の部分断面図。
FIG. 1 is a partial cross-sectional view of one embodiment of the pipe joint of the present invention in which a spigot is set at a regular position in a diameter-increased receiving port.

【図2】異常時における拡径受口内の差口の位置関係を
示す本発明管継手の一実施例の部分断面図。
FIG. 2 is a partial cross-sectional view of one embodiment of the pipe joint of the present invention, showing a positional relationship of a spigot in an enlarged-diameter receiving port at the time of abnormality.

【図3】従来の管継手の部分断面図。FIG. 3 is a partial sectional view of a conventional pipe joint.

【符号の説明】[Explanation of symbols]

1 管体 11 拡径受口 2 管体 21 差口 3 コア 31 差口のストッパー部 32 突起 4 ゴム輪 5 標線 DESCRIPTION OF SYMBOLS 1 Pipe 11 Large diameter receiving port 2 Pipe 21 Spout 3 Core 31 Stopper part of spout 32 Projection 4 Rubber ring 5 Marked line

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 拡径受口を備えた管体と、当該拡径受口
に挿入される差口を備えた管体とよりなる管継手におい
て、差口のストッパー部と管体軸方向に異常な差込力が
作用した場合に破壊機能とを有するコアを、拡径受口内
面に内蔵したことを特徴とする管継手。
1. A pipe joint comprising a tube having an enlarged-diameter receiving port and a tube having a spigot inserted into the enlarged-diameter receiving port. A pipe joint characterized in that a core having a destruction function when an abnormal insertion force is applied is built in the inner surface of an enlarged diameter receiving port.
【請求項2】 破壊機能は、コアの外周先端部に設けた
突起であることを特徴とする請求項1記載の管継手。
2. The pipe joint according to claim 1, wherein the destruction function is a projection provided at an outer peripheral end of the core.
JP2000081145A 2000-03-23 2000-03-23 Pipe joint Pending JP2001263554A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000081145A JP2001263554A (en) 2000-03-23 2000-03-23 Pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000081145A JP2001263554A (en) 2000-03-23 2000-03-23 Pipe joint

Publications (1)

Publication Number Publication Date
JP2001263554A true JP2001263554A (en) 2001-09-26

Family

ID=18598118

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000081145A Pending JP2001263554A (en) 2000-03-23 2000-03-23 Pipe joint

Country Status (1)

Country Link
JP (1) JP2001263554A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019158004A (en) * 2018-03-13 2019-09-19 株式会社栗本鐵工所 Liner structure of earthquake proof pipe joint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2019158004A (en) * 2018-03-13 2019-09-19 株式会社栗本鐵工所 Liner structure of earthquake proof pipe joint

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