JPH04101888U - Disengagement prevention pipe fitting - Google Patents

Disengagement prevention pipe fitting

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Publication number
JPH04101888U
JPH04101888U JP528391U JP528391U JPH04101888U JP H04101888 U JPH04101888 U JP H04101888U JP 528391 U JP528391 U JP 528391U JP 528391 U JP528391 U JP 528391U JP H04101888 U JPH04101888 U JP H04101888U
Authority
JP
Japan
Prior art keywords
socket
outer periphery
sealing material
locking ring
ring
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
JP528391U
Other languages
Japanese (ja)
Inventor
利行 岩本
範行 荒川
徹 難波
均 稲田
敦一 鉛山
Original Assignee
株式会社クボタ
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 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP528391U priority Critical patent/JPH04101888U/en
Publication of JPH04101888U publication Critical patent/JPH04101888U/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【目的】 通常は水圧による抜け出し力に耐え、地震時
には耐震機能を発揮する離脱防止管継手を提供する。 【構成】 受口1の内周に形成したシール材配置凹部3
に挿口2外周との間で圧縮されてシール性能を発揮する
シール材4を配置し、挿口2外周のシール材4との接触
部より受口1開口側位置に突部9を設け、受口1内周の
シール材配置凹部3から受口1開口側に適当距離の位置
にリング溝6を形成し、このリング溝6に周方向に複数
分割された係止リング8を装着し、受口1の外周から貫
通して係止リング8の外周に係合する押しボルト13を
設け、係止リング8はリング溝6内で管軸方向に揺動可
能でかつ内周部が受口1開口に向かう方向に揺動すると
内周の尖突部18が挿口2外周に食い込むような断面形
状に形成したもの。
(57) [Summary] [Purpose] To provide a pipe joint to prevent separation, which normally withstands the force of separation due to water pressure, and which exhibits seismic function in the event of an earthquake. [Structure] Sealing material placement recess 3 formed on the inner periphery of the socket 1
A sealing material 4 that exhibits sealing performance by being compressed between the outer periphery of the socket 2 is arranged, and a protrusion 9 is provided at a position closer to the opening of the socket 1 than the contact part with the sealing material 4 on the outer periphery of the socket 2. A ring groove 6 is formed at a position an appropriate distance from the sealing material arrangement recess 3 on the inner circumference of the socket 1 toward the opening side of the socket 1, and a plurality of locking rings 8 divided in the circumferential direction are attached to the ring groove 6. A push bolt 13 is provided that penetrates from the outer periphery of the socket 1 and engages with the outer periphery of the locking ring 8, and the locking ring 8 is swingable in the pipe axis direction within the ring groove 6, and the inner peripheral portion thereof is the socket. 1 is formed in a cross-sectional shape such that the pointed protrusion 18 on the inner circumference bites into the outer circumference of the insertion port 2 when it swings in the direction toward the opening.

Description

【考案の詳細な説明】[Detailed explanation of the idea]

【0001】0001

【産業上の利用分野】[Industrial application field]

本考案は、離脱防止管継手に関し、特に共同溝や隧道内での露出配管における 屈曲部等に好適に適用できる離脱防止管継手に関するものである。 This invention relates to breakaway prevention pipe joints, especially for exposed piping in public ditches and tunnels. The present invention relates to a separation prevention pipe joint that can be suitably applied to bent portions, etc.

【0002】0002

【従来の技術】[Conventional technology]

従来から、地震時に受口、挿口間で一定量の抜き差し動作を許容しながら最終 的な離脱は防止するようにした耐震機能を備えた離脱防止管継手は知られている 。 Conventionally, in the event of an earthquake, the final Separation-prevention pipe fittings with earthquake-resistant functions that prevent pipe separation are known. .

【0003】 ところで、埋設管路においては、管路の屈曲部において水圧や水流による動圧 のために抜け出し力が作用しても周囲の土壌にて支持されるため、管路の屈曲部 に対してこのような耐震機能を備えた離脱防止管継手をそのまま適用することが できるが、図5に示すような共同溝30内における露出配管31や隧道内の露出 配管では、水圧による不平均力や抜け出し力を支持するために、共同溝や隧道の 壁面に固定したアンカーブロック34等に配管31の屈曲部32を固定する必要 があった。尚、図5中、33は配管31を支持する可動管受台である。0003 By the way, in buried pipes, water pressure and dynamic pressure due to water flow occur at the bends of the pipe. Even if a breakout force is applied to the pipe, it will be supported by the surrounding soil, so It is possible to directly apply detachment prevention pipe fittings with such seismic function to However, exposed piping 31 in the common ditch 30 or exposed inside the tunnel as shown in Figure 5 In piping, common ditches and tunnels are used to support the uneven force and escape force caused by water pressure. It is necessary to fix the bent part 32 of the pipe 31 to an anchor block 34 etc. fixed to the wall surface. was there. In addition, in FIG. 5, 33 is a movable pipe holder that supports the pipe 31.

【0004】0004

【考案が解決しようとする課題】[Problem that the idea aims to solve]

ところが、配管31の屈曲部32を共同溝30の壁面等に固定していると、共 同溝30に抜け出し力が作用して好ましくなく、かつ地震等によって地盤変動が 発生して共同溝30等の接合部が大きく移動すると、配管31の屈曲部32がそ れと共に移動して配管自体の耐震機能が損なわれてしまい、それ以上に移動する と、離脱防止部に過大な力が作用して抜け出してしまう危険性があるという問題 があった。 However, if the bent part 32 of the pipe 31 is fixed to the wall of the common groove 30, the common It is undesirable that pull-out force acts on the groove 30, and ground movement may occur due to earthquakes, etc. If this occurs and joints such as the common groove 30 move significantly, the bent portion 32 of the pipe 31 will move. The seismic function of the piping itself will be damaged, and the piping will move further. The problem is that there is a risk that excessive force will be applied to the withdrawal prevention part and it will come off. was there.

【0005】 本考案は上記問題を解決するもので、通常は水圧による抜け出し力に耐え、地 震時には耐震機能を発揮する離脱防止管継手を提供することを目的とするもので ある。[0005] This invention solves the above problem, and is designed to withstand the pull-out force normally caused by water pressure, and to The purpose is to provide pipe joints that prevent separation and exhibit earthquake resistance during earthquakes. be.

【0006】[0006]

【課題を解決するための手段】[Means to solve the problem]

上記問題を解決するために本考案は、受口の内周に形成したシール材配置凹部 に挿口外周との間で圧縮されてシール性能を発揮するシール材を配置し、挿口外 周のシール材との接触部より受口開口側位置に突部を設け、受口内周のシール材 配置凹部から受口開口側に適当距離の位置にリング溝を形成し、このリング溝に 周方向に複数分割された係止リングを装着し、受口の外周から貫通して係止リン グの外周に係合する押しボルトを設け、係止リングはリング溝内で管軸方向に揺 動可能でかつ内周部が受口開口に向かう方向に揺動すると内周の尖突部が挿口外 周に食い込むような断面形状に形成したものである。 In order to solve the above problem, the present invention has a sealing material placement recess formed on the inner periphery of the socket. A sealing material that is compressed between the outer circumference of the socket and exhibits sealing performance is placed between the outer circumference of the socket and the outer circumference of the socket. A protrusion is provided at a position closer to the opening of the socket than the contact area with the sealing material on the periphery, and the sealing material on the inner periphery of the socket is A ring groove is formed at an appropriate distance from the placement recess to the socket opening side, and the ring groove is A locking ring divided into multiple parts in the circumferential direction is installed, and the locking ring is inserted from the outer periphery of the socket. A locking ring is provided with a push bolt that engages with the outer circumference of the ring, and the locking ring swings in the direction of the tube axis within the ring groove. When the inner circumference swings in the direction toward the socket opening, the pointed protrusion on the inner circumference will move out of the socket. It is formed in a cross-sectional shape that bites into the circumference.

【0007】[0007]

【作用】[Effect]

上記構成の離脱防止管継手を管路の屈曲部に適用すると、常時作用する水圧に よって受口から挿口が抜け出そうとする際、係止リングの内周部が受口開口に向 かう方向に揺動してその内周の尖突部が挿口の外周に食い込むために、挿口はこ の尖突部を介して受口にて支持され、受口と挿口の抜け出しが防止される。一方 、地震時等に大きな外力が作用すると、係止リングの内周の尖突部に過大な力が 作用して係止不能となり、受口と挿口は挿口外周の突部が係止リング又は別に設 けられたロックリングと係合する位置まで管軸方向に相対移動可能となり、耐震 機能を発揮する。 When the detachment prevention pipe joint with the above configuration is applied to the bent part of the pipe, the water pressure that constantly acts on it can be applied. Therefore, when the socket tries to pull out from the socket, the inner circumference of the locking ring will be directed toward the socket opening. The socket swings in this direction, and the pointed protrusion on the inner circumference bites into the outer circumference of the socket. It is supported by the socket via the pointed protrusion of the socket, and the socket and socket are prevented from slipping out. on the other hand When a large external force is applied during an earthquake, excessive force is applied to the protrusion on the inner circumference of the locking ring. The protrusion on the outer periphery of the receptacle is connected to a locking ring or separately installed. It is possible to move relative to the pipe axis direction to the position where it engages with the locked lock ring, making it earthquake resistant. Demonstrate function.

【0008】[0008]

【実施例】【Example】

以下、本考案の一実施例を図1〜図4を参照しながら説明する。 図1、図2において、1は受口、2は受口1内に挿入された挿口である。受口 1の内周面の管軸方向中間位置にはシール材配置凹部3が形成され、このシール 材配置凹部3に、受口1内に挿入されてくる挿口2の外周面との間で圧縮されて シール性能を発揮する、所謂スリップオンタイプのシール材4が配置されている 。受口1の内周面のシール材配置凹部3から受口1の開口側に適当距離の位置に はロックリング溝5が形成され、さらにこのロックリング溝5よりも受口1の開 口側にリング溝6が形成されている。ロックリング溝5には周方向に1箇所割り の拡径付勢力を有するロックリング7が装着され、リング溝6には周方向に複数 に分割された係止リング8が装着されている。挿口2の外周面におけるシール材 4の接触領域より受口開口側位置には、ロックリング7に管軸方向に係合可能な 環状の突部9が突設されている。受口1のロックリング溝5を形成した位置の外 周からこのロックリング溝5に貫通するねじ穴10が周方向に複数箇所形成され 、それぞれにロックリング7を縮径させて挿口2の外周に係合させる押しボルト 11が螺合されている。又、受口1のリング溝6を形成した位置の外周からこの リング溝6に貫通するねじ穴12が周方向に複数箇所、具体的には係止リング8 の各分割片の両端又は3箇所以上に対応する箇所に形成され、それぞれに押しボ ルト13が螺合されている。各押しボルト13はその先端を係止リング8の外周 に当接させてこの係止リング8を挿口2の外周に押し付けている。そして、係止 リング8は、図2、図3に示すように、リング溝6内で管軸方向に一定量だけ揺 動可能でかつその内周部が受口1の開口に向かう方向に揺動すると内周の尖突部 18が挿口2の外周に食い込むような断面形状に形成されている。 An embodiment of the present invention will be described below with reference to FIGS. 1 to 4. In FIGS. 1 and 2, 1 is a socket, and 2 is a socket inserted into the socket 1. socket A sealing material placement recess 3 is formed at an intermediate position in the tube axis direction on the inner circumferential surface of the The material is compressed between the material placement recess 3 and the outer peripheral surface of the socket 2 inserted into the socket 1. A so-called slip-on type sealing material 4 that exhibits sealing performance is arranged. . Place the seal material at an appropriate distance from the recess 3 on the inner peripheral surface of the socket 1 toward the opening side of the socket 1. A lock ring groove 5 is formed, and the opening of the socket 1 is further extended from the lock ring groove 5. A ring groove 6 is formed on the mouth side. Lock ring groove 5 is divided into one place in the circumferential direction. A lock ring 7 having a diameter expansion force of A locking ring 8 divided into two is attached. Seal material on the outer peripheral surface of insertion port 2 At a position closer to the socket opening than the contact area of 4, there is a lock ring 7 that can be engaged with the lock ring 7 in the tube axis direction. An annular protrusion 9 is provided in a protruding manner. Outside the position where the lock ring groove 5 of the socket 1 is formed A plurality of screw holes 10 are formed in the circumferential direction to penetrate into this lock ring groove 5 from the circumference. , a push bolt that reduces the diameter of the lock ring 7 and engages with the outer periphery of the socket 2. 11 are screwed together. Also, from the outer periphery of the position where the ring groove 6 of the socket 1 is formed, this There are multiple threaded holes 12 penetrating the ring groove 6 in the circumferential direction, specifically the locking ring 8. are formed at both ends of each divided piece or at locations corresponding to three or more locations, and each has a push button. The bolt 13 is screwed together. Each push bolt 13 has its tip attached to the outer periphery of the locking ring 8. This locking ring 8 is pressed against the outer periphery of the socket 2 by contacting with the locking ring 8 . and lock As shown in FIGS. 2 and 3, the ring 8 swings a certain amount in the tube axis direction within the ring groove 6. When the inner circumference is movable and swings in the direction toward the opening of the socket 1, the pointed protrusion on the inner circumference 18 is formed in a cross-sectional shape that bites into the outer periphery of the socket 2.

【0009】 以上の構成の離脱防止管継手によると、挿口2の外周の突部9がロックリング 7とシール材4の両方に対して中間に位置している状態で、押しボルト13にて 係止リング8を挿口2の外周に押し付けておく。すると、管内の水圧によって受 口1から挿口2が抜け出そうとすると、図3に示すように、挿口2の移動に伴っ て係止リング8の内周部が係止リング8の外周の押しボルト13先端との接触点 を支点として受口1の開口に向かう方向に揺動し、その結果係止リング8の内周 の尖突部18が挿口2の外周に食い込んで係止するために、挿口2は係止リング 8の尖突部18を介して受口1にて支持され、受口1と挿口2の抜け出しが防止 される。この尖突部18による係止力は、水圧による抜け出し力に十分に耐える ように設定されている。一方、地震時等に大きな外力が作用すると、係止リング 8の内周の尖突部18に過大な力が作用して係止不能となり、今度は突部9がロ ックリング7に係合する位置まで受口1と挿口2が管軸方向に相対移動可能とな り、耐震機能を発揮する。[0009] According to the detachment prevention pipe joint with the above configuration, the protrusion 9 on the outer periphery of the insertion port 2 is a lock ring. 7 and the sealing material 4, with the push bolt 13. The locking ring 8 is pressed against the outer periphery of the socket 2. Then, it is received by the water pressure inside the pipe. When Socket 2 tries to come out from Socket 1, as shown in Figure 3, as Socket 2 moves, The inner periphery of the locking ring 8 is the contact point with the tip of the push bolt 13 on the outer periphery of the locking ring 8. as a fulcrum in the direction toward the opening of the socket 1, and as a result, the inner circumference of the locking ring 8 In order for the pointed protrusion 18 to bite into the outer periphery of the socket 2 and lock it, the socket 2 has a locking ring. It is supported by the socket 1 through the pointed protrusion 18 of 8, and prevents the socket 1 and the socket 2 from coming off. be done. The locking force generated by this pointed protrusion 18 is sufficient to withstand the pulling force caused by water pressure. It is set as follows. On the other hand, if a large external force is applied during an earthquake, etc., the locking ring Excessive force is applied to the pointed protrusion 18 on the inner circumference of 8, making it impossible to lock the protrusion 9. The socket 1 and the socket 2 can be moved relative to each other in the pipe axis direction until they engage with the lock ring 7. and exhibits earthquake-resistant functions.

【0010】 かくして、以上の構成の離脱防止管継手を、図4に示すような共同溝30内の 露出配管31に適用すると、屈曲部32を含めて配管31全体を可動式管受台3 3上に配管することができ、アンカーブロック等を設けて共同溝30の壁面等に 固定する必要はない。0010 Thus, the detachment prevention pipe joint with the above structure can be installed in the common groove 30 as shown in FIG. When applied to the exposed piping 31, the entire piping 31 including the bent portion 32 is mounted on the movable tube holder 3. 3 can be installed on the wall of the common ditch 30 by installing an anchor block etc. There is no need to fix it.

【0011】 上記実施例では、ロックリング7と係止リング8を並設したが、場合によって は係止リング8と突部9の係合によって受口1と挿口2の最終的な離脱を防止す るようにし、ロックリング7を省略することもできる。[0011] In the above embodiment, the lock ring 7 and the retaining ring 8 are arranged side by side, but in some cases The engagement between the locking ring 8 and the protrusion 9 prevents the socket 1 and the socket 2 from finally separating. It is also possible to omit the lock ring 7.

【0012】 本考案は、上記実施例以外にも請求の範囲の記載の範囲内で種々に改変した状 態で実施することができる。0012 In addition to the above embodiments, the present invention may be modified in various ways within the scope of the claims. It can be carried out under the following conditions.

【0013】[0013]

【考案の効果】[Effect of the idea]

以上のように、本考案の離脱防止管継手によれば、常時作用する水圧によって 受口から挿口が抜け出そうとすると、係止リングの内周部が受口開口に向かう方 向に揺動してその内周の尖突部が挿口の外周に食い込むために、挿口はこの尖突 部を介して受口にて支持され、受口と挿口の抜け出しが防止され、一方地震時等 に大きな外力が作用すると、係止リングの内周の尖突部に過大な力が作用して係 止不能となり、受口と挿口は挿口外周の突部が係止リング又は別に設けられたロ ックリングと係合する位置まで管軸方向に相対移動可能となり、所定の耐震機能 を発揮するため、露出配管の屈曲部に効果的に適用することができる。 As described above, according to the detachment prevention pipe joint of the present invention, the water pressure that is constantly applied When the socket tries to come out from the socket, the inner circumference of the locking ring will move toward the socket opening. The socket swings in the opposite direction and the sharp protrusion on the inner circumference bites into the outer circumference of the socket. It is supported at the socket through the part, and prevents the socket and socket from coming off. If a large external force is applied to the locking ring, excessive force will be applied to the sharp protrusion on the inner circumference of the locking ring, causing it to lock. The protrusion on the outer periphery of the socket and socket cannot be stopped by a locking ring or a separately provided lock. It is possible to move relative to the pipe axis direction to the position where it engages with the lock ring, and the specified earthquake resistance function is achieved. Therefore, it can be effectively applied to bent parts of exposed piping.

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

【図1】本考案の一実施例における離脱防止管継手の断
面図である。
FIG. 1 is a sectional view of a detachment prevention pipe joint according to an embodiment of the present invention.

【図2】同離脱防止管継手の要部の拡大断面図である。FIG. 2 is an enlarged sectional view of a main part of the detachment prevention pipe joint.

【図3】同離脱防止管継手の動作状態における要部の拡
大断面図である。
FIG. 3 is an enlarged sectional view of essential parts of the detachment prevention pipe joint in an operating state.

【図4】同離脱防止管継手を用いた露出配管状態を示す
平面図である。
FIG. 4 is a plan view showing an exposed piping state using the detachment prevention pipe joint.

【図5】従来例の露出配管状態を示す平面図である。FIG. 5 is a plan view showing a state of exposed piping in a conventional example.

【符号の説明】[Explanation of symbols]

1 受口 2 挿口 3 シール材配置凹部 4 シール材 6 リング溝 8 係止リング 9 突部 13 押しボルト 18 尖突部 1 socket 2 Socket 3 Sealing material placement recess 4 Sealing material 6 Ring groove 8 Locking ring 9 Protrusion 13 Push bolt 18 Pointed part

───────────────────────────────────────────────────── フロントページの続き (72)考案者 稲田 均 兵庫県尼崎市大浜町2丁目26番地株式会社 クボタ武庫川製造所内 (72)考案者 鉛山 敦一 兵庫県尼崎市大浜町2丁目26番地株式会社 クボタ武庫川製造所内 ──────────────────────────────────────────────── ─── Continuation of front page (72) Creator Hitoshi Inada 2-26 Ohamacho, Amagasaki City, Hyogo Prefecture Co., Ltd. Inside Kubota Mukogawa Factory (72) Inventor: Atsushi Kazuyama 2-26 Ohamacho, Amagasaki City, Hyogo Prefecture Co., Ltd. Inside Kubota Mukogawa Factory

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 受口の内周に形成したシール材配置凹部
に挿口外周との間で圧縮されてシール性能を発揮するシ
ール材を配置し、挿口外周のシール材との接触部より受
口開口側位置に突部を設け、受口内周のシール材配置凹
部から受口開口側に適当距離の位置にリング溝を形成
し、このリング溝に周方向に複数分割された係止リング
を装着し、受口の外周から貫通して係止リングの外周に
係合する押しボルトを設け、係止リングはリング溝内で
管軸方向に揺動可能でかつ内周部が受口開口に向かう方
向に揺動すると内周の尖突部が挿口外周に食い込むよう
な断面形状に形成したことを特徴とする離脱防止管継
手。
[Claim 1] A sealing material that exhibits sealing performance by being compressed with the outer periphery of the socket is arranged in a sealing material placement recess formed on the inner periphery of the socket, and the sealing material is compressed between the outer periphery of the socket and the contact area with the sealing material. A protrusion is provided at a position on the socket opening side, a ring groove is formed at an appropriate distance from the sealing material placement recess on the inner periphery of the socket toward the socket opening side, and a locking ring is divided into multiple parts in the circumferential direction in this ring groove. A push bolt is installed that penetrates from the outer periphery of the socket and engages with the outer periphery of the locking ring. A separation-preventing pipe joint characterized in that it is formed in a cross-sectional shape such that a sharp protrusion on the inner periphery bites into the outer periphery of the insertion port when it swings in a direction toward .
JP528391U 1991-02-13 1991-02-13 Disengagement prevention pipe fitting Pending JPH04101888U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP528391U JPH04101888U (en) 1991-02-13 1991-02-13 Disengagement prevention pipe fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP528391U JPH04101888U (en) 1991-02-13 1991-02-13 Disengagement prevention pipe fitting

Publications (1)

Publication Number Publication Date
JPH04101888U true JPH04101888U (en) 1992-09-02

Family

ID=31735688

Family Applications (1)

Application Number Title Priority Date Filing Date
JP528391U Pending JPH04101888U (en) 1991-02-13 1991-02-13 Disengagement prevention pipe fitting

Country Status (1)

Country Link
JP (1) JPH04101888U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017015120A (en) * 2015-06-29 2017-01-19 日本ヒューム株式会社 Earthquake proof desorption prevention joint

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017015120A (en) * 2015-06-29 2017-01-19 日本ヒューム株式会社 Earthquake proof desorption prevention joint

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