JP2003185076A - Pipe joint - Google Patents

Pipe joint

Info

Publication number
JP2003185076A
JP2003185076A JP2001386918A JP2001386918A JP2003185076A JP 2003185076 A JP2003185076 A JP 2003185076A JP 2001386918 A JP2001386918 A JP 2001386918A JP 2001386918 A JP2001386918 A JP 2001386918A JP 2003185076 A JP2003185076 A JP 2003185076A
Authority
JP
Japan
Prior art keywords
pipe
ring
joint
pushed
predetermined position
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
JP2001386918A
Other languages
Japanese (ja)
Inventor
Tadahiro Sato
忠広 佐藤
Toshiichi Kajikawa
敏一 梶川
Takashi Sato
隆士 佐藤
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.)
Furukawa Electric Co Ltd
Original Assignee
Furukawa Electric Co 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 Furukawa Electric Co Ltd filed Critical Furukawa Electric Co Ltd
Priority to JP2001386918A priority Critical patent/JP2003185076A/en
Publication of JP2003185076A publication Critical patent/JP2003185076A/en
Pending legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a pipe joint in which insufficient insertion of a pipe is surely found. <P>SOLUTION: An O-ring 12 for cut-off of water is disposed inside a joint body 10 of the joint. In the joint, a pressed member 14, which has projection pieces 32 radially formed on the periphery of an annular body 30 of a size capable of passing through the O-ring 12 when the annular body is pressed by a tip of the pipe, is disposed in front of the O-ring 12. In the pressed member 14, when the pipe is inserted to a predetermined position, the projection piece 32 passes through the O-ring 12 with the projection piece 32 bent. On the other hand, when the pipe does not reach the predetermined position, the projection piece 32 is left in the O-ring 12 with the projection piece bent. Therefore, when the insertion of the pipe is insufficient, water will surely leak in a hydraulic test performed after the execution, and thereby the insufficient insertion of the pipe is surely found. <P>COPYRIGHT: (C)2003,JPO

Description

【発明の詳細な説明】 【0001】 【発明の属する技術分野】 本発明は、管継手に関する
ものであり、特に管の挿入のみで接続処理が可能なワン
タッチ式管継手に関するものである。 【0002】 【従来の技術】 管継手には主に、水漏れなどを抑える
止水性能と、管の引き抜けを防止する抜止め性能が要求
されるが、ワンタッチ式の管継手は、管を所定位置まで
挿入することで前記の要求性能を満足する構造になって
いるため、要求性能を発揮するためには予め設計された
量だけ管を挿入する必要がある。 【0003】 このため従来は、挿入前の管を管継手に
あて、挿入すべき長さの目安にするマーキングを管の表
面に施し、マーキングした位置まで管を押し込むこと
で、管の挿入量を確認していた。 【0004】 【発明が解決しようとする課題】 しかし管にマーキン
グを施す方法は、接続する管の本数が多い場合には面倒
であり、また作業者自身がマーキングを行うため、マー
キングの位置ずれ等により挿入量のバラツキが生じやす
い。その結果、止水性能が不完全になり、水漏れが発生
する場合がある。 【0005】 本発明の目的は、以上のような問題点に
鑑み、管が所定の位置まで挿入されていることを、施工
後に容易に確認できる管継手を提供することにある。 【0006】 【課題を解決するための手段】 この目的を達成するた
め本発明は、継手本体の内部に止水用のOリングを有す
る管継手において、前記Oリングの手前に、管の先端に
押されてOリングを通過できる大きさの環状体の外周に
突片を形成した被押込み部材を配置し、この被押込み部
材は、管が所定の位置まで挿入されると、突片がOリン
グにより屈曲されながらOリングを通り抜け、管が所定
の位置まで挿入されないと、突片がOリングにより屈曲
された状態でOリングの内側に残るようになっているこ
とを特徴とするものである。 【0007】 このような構成にすると、管の挿入が十
分であれば、Oリングが管外周面に密接するので、水圧
がかかっても水漏れは発生せず、また管の挿入が不十分
であると、Oリングの内側に残る突片沿いに水漏れ経路
ができるので、水圧がかかると確実に水漏れを発生させ
ることができる。したがって施工後に水圧試験を行うこ
とにより、管の挿入不足を確実に発見することができ、
それに対する対策をとることができる。 【0008】 【発明の実施の形態】 以下、本発明の実施の形態を、
図面を参照して詳細に説明する。 【0009】図1は本発明に係る管継手の一実施形態を
示す。図において、10は筒状の継手本体、12はOリン
グ、14は被押込み部材、16は座金、18は抜止めリング、
20はバックアップリング、22は袋ナット、24は以上の部
品で構成される管継手である。 【0010】 Oリング12は挿入された管の外周面に密
接して止水性能を得るためのシール部材である。抜止め
リング18は挿入された管が引き抜けないようにするため
の抜止め部材である。 【0011】 抜止めリング18は、内周面に管の外周面
に食い込む金属製の刃26が設けられ、周方向の一部に割
り28が入っており、ばね弾性を有していて拡径、縮径可
能である。抜止めリング18は解放状態(外力がかかって
ない状態)では管の外径より若干小さい内径を有してお
り、管が挿入されると押し広げられて、管の外周面に圧
接する。その後、管に引き抜き力が加わると、抜止めリ
ング18は管と共に後退しようとするが、バックアップリ
ング20のテーパー面20aに当接して後退を阻止され、刃
26が管の外周面に食い込んで、管の引き抜けを阻止す
る。 【0012】 継手本体10に組み込まれた上記部品のう
ち、被押込み部材14以外の部品は、従来の管継手に用い
られているものと同じである。 【0013】 この管継手24の特徴は、継手本体10内の
Oリング16の手前に、被押込み部材14が配置されている
ことである。この被押込み部材24は、図2に示すよう
に、管の先端に押されてOリング16を通過できる大きさ
の環状体30を有し、その外周に複数の突片32を放射状に
形成したものである。複数の突片32は周方向にほぼ等し
い間隔で形成することが好ましい。突片32の強度は、環
状体30がOリング16に押し込まれると、後方へ屈曲する
(倒れる)程度に設定されている。 【0014】 図3は、上記の管継手24に管Pが所定の
位置まで挿入された状態を示す。このように管Pが十分
に挿入されると、被押込み部材14は、突片32が後方へ屈
曲されながらOリング16を通り抜けてしまう。このため
Oリング16が管Pの外周面に密接し、十分な止水性能が
得られる。またこの状態になれば、管Pに引抜き力がか
かって、管Pが若干後退しても水漏れが発生することは
ない。 【0015】 これに対し図4は、管継手24に、管Pが
所定の位置まで挿入されなかった状態を示す。このよう
に管Pの挿入が不十分のまま終わってしまうと、被押込
み部材14の突片32が後方に屈曲された状態でOリング16
の内側に残るようになる。このため管PとOリング16と
の間には突片32沿いに水漏れ経路ができ、管内に水圧を
かけると確実に水漏れが発生することになる。したがっ
て施工後に水圧試験を行うことにより、管の挿入不足を
確実に発見することができ、それに対する対策をとるこ
とができる。 【0016】 なお、被押込み部材のない従来の管継手
では、管Pが図4の位置まで押し込まれていれば、施工
後の水圧試験では水漏れが発生せず、合格となるが、そ
の後(例えば設備引渡し後に)、何らかの原因で管に引
抜き力がかかると、管が若干後退するため、水漏れが発
生してしまう。したがって従来の管継手は管の挿入不足
を発見することが困難であった。 【0017】 【発明の効果】 以上説明したように本発明の管継手
は、管が所定位置まで挿入されないと、施工後の水圧試
験により確実に水漏れが発生するようになっているの
で、管の挿入不足を確実に発見することができる。した
がってそれに対する対策を確実にとることができる。ま
た施工後の水圧試験で水漏れが発見されなければ、施工
が完全であることを保証することができ、信頼性を高め
ることができる。
Description: BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe joint, and more particularly to a one-touch type pipe joint capable of performing connection processing only by inserting a pipe. 2. Description of the Related Art Pipe fittings are required to have a water stopping performance for suppressing water leakage and the like and a retaining performance for preventing the pipe from being pulled out. By inserting the pipe to a predetermined position, the structure satisfies the required performance described above. Therefore, in order to exhibit the required performance, it is necessary to insert a pipe in a previously designed amount. For this reason, conventionally, a pipe before insertion is applied to a pipe joint, a marking is provided on the surface of the pipe as a guide of the length to be inserted, and the pipe is pushed into the marked position to reduce the insertion amount of the pipe. I was checking. [0004] However, the method of marking a pipe is troublesome when the number of pipes to be connected is large, and since the operator himself performs the marking, the position of the marking may be shifted. This tends to cause variation in the insertion amount. As a result, the water stopping performance becomes incomplete and water leakage may occur. [0005] In view of the above problems, an object of the present invention is to provide a pipe joint that can easily confirm that a pipe has been inserted to a predetermined position after construction. In order to achieve this object, the present invention relates to a pipe joint having an O-ring for stopping water inside a joint body. A pushed member formed with a projecting piece is arranged on the outer periphery of an annular body large enough to be pushed and pass through the O-ring, and when the pipe is inserted to a predetermined position, the projecting piece becomes an O-ring. When the tube is not inserted to a predetermined position while being bent by the O-ring and the tube is not inserted to a predetermined position, the protruding piece is left inside the O-ring in a state bent by the O-ring. With such a configuration, if the pipe is inserted sufficiently, the O-ring comes into close contact with the outer peripheral surface of the pipe, so that no water leakage occurs even when water pressure is applied, and the pipe is not sufficiently inserted. In such a case, a water leakage path is formed along the protruding piece remaining inside the O-ring, so that when water pressure is applied, water leakage can be reliably generated. Therefore, by performing a water pressure test after construction, it is possible to reliably detect insufficient insertion of pipes,
You can take measures against it. Hereinafter, embodiments of the present invention will be described.
This will be described in detail with reference to the drawings. FIG. 1 shows an embodiment of a pipe joint according to the present invention. In the drawing, 10 is a tubular joint body, 12 is an O-ring, 14 is a member to be pushed in, 16 is a washer, 18 is a retaining ring,
Reference numeral 20 denotes a backup ring, reference numeral 22 denotes a cap nut, and reference numeral 24 denotes a pipe joint composed of the above components. [0010] The O-ring 12 is a sealing member that is in close contact with the outer peripheral surface of the inserted pipe to obtain water stopping performance. The retaining ring 18 is a retaining member for preventing the inserted tube from being pulled out. The retaining ring 18 is provided with a metal blade 26 that cuts into the outer peripheral surface of the pipe on the inner peripheral surface, has a split 28 in a part in the circumferential direction, has spring elasticity, and has a larger diameter. The diameter can be reduced. The retaining ring 18 has an inner diameter slightly smaller than the outer diameter of the tube in a released state (a state in which no external force is applied), and when the tube is inserted, it is expanded and pressed against the outer peripheral surface of the tube. Thereafter, when a pulling force is applied to the tube, the retaining ring 18 tries to retreat together with the tube, but the stopper ring 18 comes into contact with the tapered surface 20a of the backup ring 20 and is prevented from retreating.
26 cuts into the outer peripheral surface of the tube to prevent the tube from being pulled out. [0012] Among the components incorporated in the joint body 10, the components other than the pushed-in member 14 are the same as those used in a conventional pipe joint. A feature of the pipe joint 24 is that the pushed-in member 14 is arranged in front of the O-ring 16 in the joint main body 10. As shown in FIG. 2, the pushed member 24 has an annular body 30 sized to be pushed by the tip of the tube and able to pass through the O-ring 16, and a plurality of protruding pieces 32 are radially formed on the outer periphery thereof. Things. It is preferable that the plurality of projecting pieces 32 are formed at substantially equal intervals in the circumferential direction. The strength of the protruding piece 32 is set to such a degree that the protruding piece 32 bends (falls) backward when the annular body 30 is pushed into the O-ring 16. FIG. 3 shows a state in which the pipe P has been inserted into the above-mentioned pipe joint 24 to a predetermined position. When the pipe P is sufficiently inserted in this manner, the pushed member 14 passes through the O-ring 16 while the protruding piece 32 is bent backward. As a result, the O-ring 16 comes into close contact with the outer peripheral surface of the pipe P, and sufficient water stopping performance can be obtained. In this state, even if the pipe P is slightly retracted due to a pulling force applied to the pipe P, no water leakage occurs. FIG. 4 shows a state in which the pipe P has not been inserted into the pipe joint 24 to a predetermined position. When the insertion of the pipe P ends in an insufficient manner, the O-ring 16 is bent in a state where the protruding piece 32 of the pushed-in member 14 is bent backward.
Will remain inside. For this reason, a water leak path is formed between the pipe P and the O-ring 16 along the protruding piece 32, and when water pressure is applied to the inside of the pipe, the water leak will surely occur. Therefore, by performing a water pressure test after the construction, it is possible to reliably detect the insufficient insertion of the pipe, and to take measures against it. In a conventional pipe joint having no member to be pushed in, if the pipe P is pushed into the position shown in FIG. 4, no water leakage occurs in the hydraulic test after the construction, and the pipe passes. If, for some reason, a pulling force is applied to the pipe (for example, after delivery of the equipment), the pipe will be slightly retracted, and water leakage will occur. Therefore, it has been difficult for the conventional pipe joint to detect insufficient insertion of the pipe. As described above, in the pipe joint of the present invention, if the pipe is not inserted to a predetermined position, water leakage will surely occur in a water pressure test after construction, Insertion shortage can be reliably detected. Therefore, it is possible to reliably take measures against it. In addition, if no water leak is found in the water pressure test after the construction, it is possible to guarantee that the construction is complete and to improve the reliability.

【図面の簡単な説明】 【図1】 本発明に係る管継手の一実施形態を示す断面
図である。 【図2】 図1の管継手に使用した被押込み部材の、
(A)は正面図、(B)は半分切開側面図である。 【図3】 図1の管継手に管が所定の位置まで挿入され
た状態を示す断面図である。 【図4】 図1の管継手に管が所定の位置まで挿入され
なかった状態を示す断面図である。 【符号の説明】 10:継手本体 12:Oリング 14:被押込み部材 18:抜止めリング 22:袋ナット 24:管継手 30:環状体 32:突片 P:管
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a sectional view showing an embodiment of a pipe joint according to the present invention. FIG. 2 is a perspective view of a pushed member used for the pipe joint of FIG.
(A) is a front view, (B) is a half-cut side view. FIG. 3 is a cross-sectional view showing a state where a pipe has been inserted to a predetermined position in the pipe joint of FIG. 1; FIG. 4 is a cross-sectional view showing a state where a pipe has not been inserted to a predetermined position in the pipe joint of FIG. 1; [Description of Signs] 10: Joint body 12: O-ring 14: Pushed member 18: Retaining ring 22: Cap nut 24: Pipe joint 30: Annular body 32: Protrusion piece P: Pipe

フロントページの続き (72)発明者 佐藤 隆士 東京都千代田区丸の内2丁目6番1号 古 河電気工業株式会社内 Fターム(参考) 3H014 GA07 3H019 HA01 3J106 AB01 BC04 BD01 BE26 EC01 ED08 EE04 Continuation of front page    (72) Inventor Takashi Sato             2-6-1 Marunouchi, Chiyoda-ku, Tokyo Old             Kawa Electric Industry Co., Ltd. F-term (reference) 3H014 GA07                 3H019 HA01                 3J106 AB01 BC04 BD01 BE26 EC01                       ED08 EE04

Claims (1)

【特許請求の範囲】 【請求項1】 継手本体(10)の内部に止水用のOリン
グ(12)を有する管継手において、前記Oリング(12)
の手前に、管(P)の先端に押されてOリング(12)を
通過できる大きさの環状体(30)の外周に突片(32)を
形成した被押込み部材(14)を配置し、この被押込み部
材(14)は、管(P)が所定の位置まで挿入されると、
突片(32)がOリング(12)により屈曲されながらOリ
ング(12)を通り抜け、管が所定の位置まで挿入されな
いと、突片(32)がOリング(12)により屈曲された状
態でOリング(12)の内側に残るようになっていること
を特徴とする管継手。
Claims: 1. A pipe joint having an O-ring (12) for stopping water inside a joint body (10), wherein the O-ring (12) is provided.
A member to be pushed (14) having a protruding piece (32) formed on the outer periphery of an annular body (30) large enough to pass through the O-ring (12) by being pushed by the tip of the pipe (P) is arranged in front of. When the pipe (P) is inserted to a predetermined position, the pushed member (14)
When the protruding piece (32) is bent by the O-ring (12) and passes through the O-ring (12) and the pipe is not inserted to a predetermined position, the protruding piece (32) is bent by the O-ring (12). A pipe joint characterized by being left inside an O-ring (12).
JP2001386918A 2001-12-20 2001-12-20 Pipe joint Pending JP2003185076A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001386918A JP2003185076A (en) 2001-12-20 2001-12-20 Pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001386918A JP2003185076A (en) 2001-12-20 2001-12-20 Pipe joint

Publications (1)

Publication Number Publication Date
JP2003185076A true JP2003185076A (en) 2003-07-03

Family

ID=27595908

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001386918A Pending JP2003185076A (en) 2001-12-20 2001-12-20 Pipe joint

Country Status (1)

Country Link
JP (1) JP2003185076A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010096282A (en) * 2008-10-17 2010-04-30 Osaka Gas Co Ltd Joint for flexible pipe
CN112984261A (en) * 2021-02-04 2021-06-18 李斌 Underwater PVC (polyvinyl chloride) pipeline

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010096282A (en) * 2008-10-17 2010-04-30 Osaka Gas Co Ltd Joint for flexible pipe
CN112984261A (en) * 2021-02-04 2021-06-18 李斌 Underwater PVC (polyvinyl chloride) pipeline

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