JP2002005360A - Detachment preventive pipe coupling - Google Patents

Detachment preventive pipe coupling

Info

Publication number
JP2002005360A
JP2002005360A JP2000191951A JP2000191951A JP2002005360A JP 2002005360 A JP2002005360 A JP 2002005360A JP 2000191951 A JP2000191951 A JP 2000191951A JP 2000191951 A JP2000191951 A JP 2000191951A JP 2002005360 A JP2002005360 A JP 2002005360A
Authority
JP
Japan
Prior art keywords
lock ring
spigot
pipe joint
ring
joint
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
JP2000191951A
Other languages
Japanese (ja)
Inventor
Toshio Toshima
敏雄 戸島
Shogo Kaneko
正吾 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.)
Kubota Corp
Original Assignee
Kubota Corp
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 Kubota Corp filed Critical Kubota Corp
Priority to JP2000191951A priority Critical patent/JP2002005360A/en
Publication of JP2002005360A publication Critical patent/JP2002005360A/en
Pending legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To eliminate a possibility of deforming or twisting a lock ring due to force applied for preventing detachment when a spigot projecting part is engaged to the lock ring. SOLUTION: This pipe coupling for preventing extraction of a spigot 1 by engaging the lock ring 3 stored in an inside face of a socket 5 to a spigot projecting part 1a formed on an outside face of the spigot 1 is provided with a cut-out part for receiving the spigot projecting part 1a on a surface facing to the spigot projecting part 1a of the lock ring 3.

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】この発明は、離脱防止管継手
に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe joint for preventing separation.

【0002】[0002]

【従来の技術】ダクタイル鋳鉄管などの金属管の耐震管
継手として、図4、図5に示すような構造の耐震管継手
が知られている。
2. Description of the Related Art A seismic pipe joint having a structure as shown in FIGS. 4 and 5 is known as a seismic pipe joint for a metal pipe such as a ductile cast iron pipe.

【0003】図4に示す管継手10は、受口5の内面に
ロックリング収納溝5bを形成し、ロックリング3をロ
ックリング収納溝5bに装着した後、前記ロックリング
3部分を越えて先端部に挿口突部1aを有する挿口1を
挿入し、外面に予め託しておいたシール用ゴム輪2とバ
ックアップリング6とを共に受口5の開口部にはめ込
み、受口5開口面にねじ嵌合するボルトにねじ嵌合する
ナット7aで押し輪7を締め付けてシール用ゴム輪2を
圧縮してシールし、継手部10に脱け出し力が作用した
とき、前記挿口突部1aとロックリング3とを図示のよ
うに係合させて脱け出し防止を図った、いわゆるメカニ
カルタイプの耐震継手である。
[0003] In a pipe joint 10 shown in FIG. 4, a lock ring accommodating groove 5b is formed in the inner surface of a receiving port 5, and after the lock ring 3 is mounted in the lock ring accommodating groove 5b, the distal end of the joint exceeds the lock ring 3 portion. The insertion port 1 having the insertion projection 1a is inserted into the opening, and the sealing rubber ring 2 and the backup ring 6 previously entrusted to the outer surface are fitted into the opening of the receiving port 5 together. When the pressing ring 7 is tightened with a nut 7a which is screw-fitted to a screw which is screw-fitted, the sealing rubber ring 2 is compressed and sealed, and when a release force is applied to the joint portion 10, the insertion projection 1a is formed. This is a so-called mechanical type earthquake-resistant joint in which the lock ring 3 and the lock ring 3 are engaged as shown in the figure to prevent the joint from coming off.

【0004】図5に示す管継手10は、受口5の内面に
シール用ゴム輪収納溝5aとロックリング収納溝5bと
を形成し、シール用ゴム輪2をシール用ゴム輪収納溝5
aにロックリング3を、芯出ゴム4を介してロックリン
グ収納溝5bに装着した後、前記シール用ゴム輪2、前
記ロックリング3部分を越えて先端部に挿口突部1aを
有する挿口1を挿入し、継手部10に脱け出し力が働い
たとき、前記挿口突部1aとロックリング3とを係合さ
せて脱け出し防止を図った、いわゆるスリップオンタイ
プの耐震継手である。
[0005] The pipe joint 10 shown in FIG. 5 has a sealing rubber ring storage groove 5 a and a lock ring storage groove 5 b formed on the inner surface of the receiving port 5, and the sealing rubber ring 2 is connected to the sealing rubber ring storage groove 5.
After the lock ring 3 is mounted on the lock ring storage groove 5b through the centering rubber 4, the seal ring 2 and the insertion ring 1a having the insertion protrusion 1a at the tip end beyond the lock ring 3 are attached. A so-called slip-on type earthquake-resistant joint in which the insertion projection 1a and the lock ring 3 are engaged to prevent the insertion when the opening 1 is inserted and a release force acts on the joint portion 10. It is.

【0005】[0005]

【発明が解決しようとする課題】ところで、上記図4あ
るいは図5に示した管継手10に大地震時などの外力が
作用し挿口1が抜け出し、挿口突部1aがロックリング
3に係り合い、挿口の抜け出しを防止した際、ロックリ
ング3には、図6に示すようにロックリング収納溝5b
の内壁からの力Fと挿口突部1aから加わる力Rとが作
用するが、これら力の軸線が一致せず、ロックリング3
に矢印で示す回転力Tが発生し、点線で示すようにロッ
クリング3が変形したり捻転する懸念があった。
By the way, an external force such as at the time of a large earthquake acts on the pipe joint 10 shown in FIG. 4 or FIG. 5 so that the insertion port 1 comes out and the insertion projection 1a is engaged with the lock ring 3. When the lock ring 3 is prevented from slipping out of the slot, the lock ring 3 has a lock ring storage groove 5b as shown in FIG.
A force F from the inner wall and a force R applied from the insertion projection 1a act, but the axes of these forces do not coincide, and the lock ring 3
, A rotational force T indicated by an arrow is generated, and there is a concern that the lock ring 3 is deformed or twisted as indicated by a dotted line.

【0006】この発明は、上記問題を解消し、挿口突部
がロックリングに係り合ったときに作用する力によって
ロックリングが変形したり捻転する恐れがないようにす
ることを課題としてなされたものである。
SUMMARY OF THE INVENTION The object of the present invention is to solve the above problem and to prevent the lock ring from being deformed or twisted by a force acting when the insertion projection engages with the lock ring. Things.

【0007】[0007]

【課題を解決するための手段】上記目的を達成するため
請求項1に記載の離脱防止管継手は、受口内面に収納し
たロックリングを挿口外面に形成した挿口突部と係合さ
せることで挿口の脱け出し防止を図った管継手におい
て、前記ロックリングの前記挿口突部と対面する面に、
該挿口突部を受容する切り欠き部を設けてなるものであ
る。
According to a first aspect of the present invention, a lock ring accommodated in an inner surface of a socket is engaged with an insertion projection formed on an outer surface of the insertion port. In the pipe joint which aims to prevent the opening of the insertion port by the surface of the lock ring facing the insertion projection,
A notch for receiving the insertion projection is provided.

【0008】従って、この発明によれば、挿口が抜け
出、ロックリングに挿口突部が係り合って軸方向の力が
作用したとき、挿口突部側のロックリング面の切り欠き
に挿口突部が入り込み、これがロックリング内面から径
方向へ支えるのでロックリングの変形が防止できる。
Therefore, according to the present invention, when the insertion hole comes out and the insertion protrusion engages with the lock ring and an axial force acts on the lock ring, the insertion into the notch of the lock ring surface on the insertion protrusion side. The mouth projection enters and is radially supported from the inner surface of the lock ring, thereby preventing the lock ring from being deformed.

【0009】[0009]

【発明の実施の形態】次に、この発明の実施の形態を説
明する。図1は、この発明の離脱防止管継手を示す要部
断面図である。
Next, an embodiment of the present invention will be described. FIG. 1 is a cross-sectional view of a main part showing a separation preventing pipe joint of the present invention.

【0010】なお、図1において図4、図5と同じ符号
で示す部材は同一又は相当する部材を示すため、同一符
号を付すことにより詳細な説明は省略する。図1におい
て、ダクタイル鋳鉄管の一端に形成された受口5内面の
ロックリング収納溝5b内に収納されるロックリング3
は、鋼鉄ないしは鋳鉄製などとされ、この受口5内に収
納される他のダクタイル鋳鉄管の挿口突部1aと対面す
る前記ロックリング3の側面3aに、挿口突部1aを受
容する切り欠き3bが形成されている。
In FIG. 1, members denoted by the same reference numerals as those in FIGS. 4 and 5 indicate the same or corresponding members, and therefore detailed description is omitted by attaching the same reference numerals. In FIG. 1, a lock ring 3 housed in a lock ring housing groove 5b on an inner surface of a receiving hole 5 formed at one end of a ductile cast iron pipe.
Is made of steel or cast iron, and receives the insertion projection 1a on the side surface 3a of the lock ring 3 facing the insertion projection 1a of another ductile cast iron tube housed in the receiving port 5. A notch 3b is formed.

【0011】なお、この切り欠き3bの高さHは、挿口
突部1aと高さhがほぼ等しくされていれば良く、精度
もそれほど高くされていなくても良い。次に、この離脱
防止管継手の作用について図4に示した管継手を例に説
明する。
The height H of the notch 3b is only required to be substantially equal to the height h of the insertion projection 1a, and the accuracy need not be so high. Next, the operation of the detachment preventing pipe joint will be described with reference to the pipe joint shown in FIG. 4 as an example.

【0012】大地震などにより管に軸方向外力が作用し
図2に示すように挿口突部1aがロックリング3に係り
合って抜け出し防止が行なわれたとき、挿口突部1aは
ロックリング3の下部切り欠き3bに入り込んだ状態と
なる。
When an external force in the axial direction acts on the pipe due to a large earthquake or the like and the insertion projection 1a engages with the lock ring 3 as shown in FIG. 3 enters the lower notch 3b.

【0013】従って、この時にロックリング3周囲に
は、図3に示すようにロックリング収納溝5bの内壁か
らの力Fと挿口突部1aからの力Rによってロックリン
グ3を回転させようとする力Tが発生するが、挿口突部
1a上面がロックリング3の切り欠き3bに入り込んで
この部分で前記回転力を支える状態となり、この抗力R
1によって回転が防止される。
Therefore, at this time, the lock ring 3 is rotated around the lock ring 3 by the force F from the inner wall of the lock ring storage groove 5b and the force R from the insertion projection 1a, as shown in FIG. Is generated, but the upper surface of the insertion projection 1a enters the notch 3b of the lock ring 3 to support the rotational force at this portion, and the drag R
1 prevents rotation.

【0014】従って、軸線の一致しない反方向の力Fと
Rが作用してもこれらと直交する方向の力R1によって
ロックリング3は回転することなく挿口突部1aと係り
合って抜け出し防止を行なう。
Therefore, even if the forces F and R in the opposite directions in which the axes do not coincide with each other, the lock ring 3 is engaged with the insertion projection 1a without being rotated by the force R1 in the direction perpendicular thereto, thereby preventing the lock ring 3 from coming out. Do.

【0015】上記作用は、図5に示したスリップオンタ
イプの耐震継手でも全く同様であり、抜け出た挿口1の
挿口突部1aがロックリング3の切り欠き3bに入り込
むことによって軸線の一致しない反方向の力FとRが加
わっても、挿口突部1aがロックリング3の切り欠き部
3bに入り込むことによって支える力R1でロックリン
グ3の回転は防止される。
The above operation is exactly the same for the slip-on type seismic joint shown in FIG. 5, and the inserted projection 1a of the inserted opening 1 enters the notch 3b of the lock ring 3 so that the axes coincide with each other. Even if the forces F and R in the opposite directions are not applied, the rotation of the lock ring 3 is prevented by the force R1 supported by the insertion protrusion 1a entering the notch 3b of the lock ring 3.

【0016】[0016]

【発明の効果】以上説明したように、この発明の離脱防
止管継手によれば耐震機能が発揮され、挿口突部が受口
内面のロックリングと係り合ったとき、ロックリングに
は不自然に回転させようとする力が働かないので、ロッ
クリングの離脱防止機能が損なわれることなく確実に発
揮され、これら耐震継手の信頼性が増す。
As described above, the anti-separation pipe joint of the present invention exhibits an anti-seismic function. When the insertion projection engages with the lock ring on the inner surface of the receiving port, the lock ring is unnatural. Since the force to rotate the lock ring does not work, the function of preventing the lock ring from being disengaged is surely exerted without impairment, and the reliability of these seismic joints is increased.

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

【図1】この発明の実施の形態である離脱防止管継手の
要部拡大断面図である。
FIG. 1 is an enlarged sectional view of a main part of a separation-preventing pipe joint according to an embodiment of the present invention.

【図2】実施の形態である耐震継手の拡大断面図であ
る。
FIG. 2 is an enlarged sectional view of the earthquake-resistant joint according to the embodiment.

【図3】実施の形態である離脱防止管継手の作用説明拡
大図である。
FIG. 3 is an operation explanatory enlarged view of the detachment prevention pipe joint according to the embodiment;

【図4】従来例のメカニカルタイプの耐震継手の断面図
である。
FIG. 4 is a cross-sectional view of a conventional mechanical type earthquake-resistant joint.

【図5】従来例のスリップオンタイプ耐震継手の断面図
である。
FIG. 5 is a sectional view of a conventional slip-on type seismic joint.

【図6】従来の離脱防止管継手の作用説明図である。FIG. 6 is an explanatory view of an operation of a conventional separation preventing pipe joint.

【符号の説明】[Explanation of symbols]

1 挿口 1a 挿口突部 2 シール用ゴム輪 3 ロックリング 3a ロックリングの挿口突部と対面する面 3b 挿口突部を受容する切り欠き部 4 芯出しゴム 5 受口 5b ロックリング収納溝 10 耐震継手 DESCRIPTION OF SYMBOLS 1 Insert 1a Insert protrusion 2 Seal rubber ring 3 Lock ring 3a Surface facing the lock protrusion 3b Notch for receiving the insert protrusion 4 Centering rubber 5 Receptacle 5b Lock ring storage Groove 10 Seismic joint

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】受口内面に収納したロックリングを挿口外
面に形成した挿口突部と係合させることで挿口の脱け出
し防止を図った管継手において、前記ロックリングの前
記挿口突部と対面する面に、該挿口突部を受容する切り
欠き部を設けてなる離脱防止管継手。
1. A pipe joint in which a lock ring housed on an inner surface of a socket is engaged with an insertion projection formed on an outer surface of the insertion hole to prevent the insertion hole from coming off. A detachment prevention pipe joint comprising a notch for receiving the insertion projection on a surface facing the projection.
JP2000191951A 2000-06-27 2000-06-27 Detachment preventive pipe coupling Pending JP2002005360A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000191951A JP2002005360A (en) 2000-06-27 2000-06-27 Detachment preventive pipe coupling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000191951A JP2002005360A (en) 2000-06-27 2000-06-27 Detachment preventive pipe coupling

Publications (1)

Publication Number Publication Date
JP2002005360A true JP2002005360A (en) 2002-01-09

Family

ID=18691154

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000191951A Pending JP2002005360A (en) 2000-06-27 2000-06-27 Detachment preventive pipe coupling

Country Status (1)

Country Link
JP (1) JP2002005360A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004061354A1 (en) * 2003-01-07 2004-07-22 Kubota Corporation Pipe joint with earthquake-proof function

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2004061354A1 (en) * 2003-01-07 2004-07-22 Kubota Corporation Pipe joint with earthquake-proof function
US7243954B2 (en) 2003-01-07 2007-07-17 Kubota Corporation Pipe joint with earthquake-proof function

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