JPH09112763A - Seal ring for pipe fittings - Google Patents

Seal ring for pipe fittings

Info

Publication number
JPH09112763A
JPH09112763A JP27113495A JP27113495A JPH09112763A JP H09112763 A JPH09112763 A JP H09112763A JP 27113495 A JP27113495 A JP 27113495A JP 27113495 A JP27113495 A JP 27113495A JP H09112763 A JPH09112763 A JP H09112763A
Authority
JP
Japan
Prior art keywords
pipe
seal ring
pressure
seal
lip
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
JP27113495A
Other languages
Japanese (ja)
Inventor
Fumio Murata
二三夫 村田
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.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical 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 Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP27113495A priority Critical patent/JPH09112763A/en
Publication of JPH09112763A publication Critical patent/JPH09112763A/en
Pending legal-status Critical Current

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Abstract

(57)【要約】 【課題】挿口・受口方式の管継手に使用し、管内圧でリ
ップ部にセルフシ−ル作用を営ましめるシ−ルリングに
おいて、受口と挿口との間の軸ずれや管内圧または管内
外圧差の低下のもとでもシ−ル性を充分に保証できる管
継手用シ−ルリングを提供する。 【解決手段】挿口71に固着される基体部1の外面に、
受口72内面に管内圧により圧接されるリップ部4を有
し、上記基体部1が中空とされ、その中空部2内に液体
3が封入されている。
(57) 【Abstract】 PROBLEM TO BE SOLVED: To provide a shaft between a socket and a socket in a seal ring which is used for a socket joint of a socket and socket system and which causes a self-sealing action on a lip portion by internal pressure of the pipe. (EN) Provided is a seal ring for a pipe joint, which is capable of sufficiently guaranteeing the sealing property even under a deviation, a decrease in a pipe internal pressure, or a decrease in a pipe internal / external pressure difference. SOLUTION: An outer surface of a base body 1 fixed to an insertion opening 71 is
The base portion 1 is hollow, and the liquid 3 is enclosed in the hollow portion 2 having the lip portion 4 that is pressed against the inner surface of the receiving port 72 by the internal pressure of the pipe.

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】本発明は地中埋設管を挿口・
受口方式により接合する場合に使用される管継手用シ−
ルリングに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention
A pipe joint seal used when joining by the socket method
It's about ruling.

【0002】[0002]

【従来の技術】管の接合構造には、各種の方式のものが
知られているが、管受口に管挿口をシ−ルリングを介し
て差し込む方式は、接合作業が容易である、可撓性があ
る等の利点を有し、多用されている。この差し込み接合
方式においては、図4に示すように環状の基体部1’の
外面にリップ部4’を有するゴム製シ−ルリングA’を
基体部1’において管挿口71’に接着剤等により固着
し、このシ−ルリング付き挿口を管受口72’内に挿入
し、管内圧でリップ部4’を受口内面に圧接させるも
の、すなわち管内圧でリップ部にセルフシ−ル作用を営
ませるものが公知である。
2. Description of the Related Art Various types of pipe joining structures are known, but the method of inserting a pipe insertion port into a pipe receiving port through a seal ring is easy to join. It has advantages such as flexibility and is widely used. In this insertion joining method, as shown in FIG. 4, a rubber seal ring A'having a lip portion 4'on the outer surface of an annular base portion 1'is attached to a pipe insertion port 71 'in the base portion 1'with an adhesive or the like. The seal ring-attached insertion port is inserted into the pipe receiving port 72 ', and the lip portion 4'is brought into pressure contact with the inner surface of the receiving port by the pipe inner pressure, that is, the self-sealing action is exerted on the lip portion by the pipe inner pressure. It is publicly known to operate.

【0003】上記の挿口・受口接合方式による地中埋設
管においては、地盤の不等沈下や土圧による受口の扁平
化等(以下、単に地盤の不等沈下等と称する)により受
口と挿口との間の間隔が円周方向に不均一化することが
避けられない。上記の差し込み接合方式においては、受
口と挿口との間に軸ずれが無いときのシ−ルリングの最
大高さ箇所と受口内面との間隔に相当する厚みが標準の
つぶれ代とされ、リップ部がセルフシ−ル作用していな
い場合に、受口と挿口との間にこのつぶれ代以上の軸ず
れが発生すると、シ−ルリングと受口内周面との間に局
部的に無接触箇所が生じてシ−ル不能となる。しかしな
がら、リップが管内圧で受口内面に圧接されていれば、
受口と挿口との間に上記つぶれ代以上の軸ずれが発生し
ても、その軸ずれに伴いリップが曲げ変形して管内圧に
よるリップ部と受口内面との圧接が保持されるから、セ
ルフシ−ル作用によりシ−ル性は充分に維持され得る。
[0003] In the underground burial pipe by the above-mentioned insertion / reception joining method, it is received by uneven settlement of the ground or flattening of the receptacle due to earth pressure (hereinafter, simply referred to as "uneven settlement of the ground"). It is inevitable that the spacing between the mouth and the spigot is non-uniform in the circumferential direction. In the above insertion joining method, the thickness corresponding to the distance between the maximum height of the seal ring and the inner surface of the receiving opening when there is no axial displacement between the receiving opening and the receiving opening is the standard crushing margin, If the lip part is not self-sealing and there is an axial misalignment that exceeds the crushing allowance between the receiving opening and the insertion opening, there is no local contact between the seal ring and the inner peripheral surface of the receiving opening. There are some spots and it becomes impossible to seal. However, if the lip is pressed against the inner surface of the receiving port by the internal pressure of the pipe,
Even if an axial displacement more than the crushing margin occurs between the receiving port and the insertion port, the lip is bent and deformed due to the axial displacement, and the pressure contact between the lip portion and the internal surface of the receiving port is maintained due to the internal pressure of the pipe. The sealing property can be sufficiently maintained by the self-sealing action.

【0004】[0004]

【発明が解決しようとする課題】而して、受口と挿口と
の間での上記つぶれ代以上の軸ずれの発生にもかかわら
ず、セルフシ−ル作用によりシ−ル性が充分に維持され
得ても、その後、流体輸送が中断されて管内圧が一時的
に常圧になったり、或いは外水圧の作用、例えば、湧水
圧の作用による管内外圧差が零になれば、リップ部のセ
ルフシ−ル作用が喪失されて非シ−ル状態となる。この
ように、受口と挿口との間での上記つぶれ代以上の軸ず
れのもとで、一旦非シ−ル状態になれば、たとえ、管内
圧または管内外圧力差が回復しても、シ−ル状態の復旧
は不可である。
Therefore, the self-sealing action sufficiently maintains the sealing property in spite of the occurrence of the axial deviation more than the crushing margin between the receiving opening and the insertion opening. Even if it can be done, thereafter, if fluid transfer is interrupted and the pipe internal pressure temporarily becomes normal pressure, or if the action of external water pressure, for example, the pressure difference between the pipe internal and external due to the action of spring pressure becomes zero, the lip portion The self-sealing effect is lost, resulting in a non-sealing state. In this way, even if the pipe internal pressure or the pipe internal / external pressure difference is restored once the non-sealed state is caused under the axial deviation of the crushing margin or more between the receiving port and the insertion port. , The seal state cannot be restored.

【0005】本発明の目的は、挿口・受口方式の管継手
に使用し、管内圧でリップ部にセルフシ−ル作用を営ま
しめるシ−ルリングにおいて、受口と挿口との間の軸ず
れや管内圧または管内外圧差の低下のもとでもシ−ル性
を充分に保証できる管継手用シ−ルリングを提供するこ
とにある。
An object of the present invention is to provide a seal ring which is used for an insertion / reception type pipe joint and has a self-sealing action on a lip portion due to an internal pressure of the pipe, and a shaft between the reception port and the insertion port. It is an object of the present invention to provide a seal ring for a pipe joint, which can sufficiently secure the sealability even if the pressure difference is reduced or the difference between the internal pressure and the external pressure of the pipe is reduced.

【0006】[0006]

【課題を解決するための手段】本発明に係る管継手用シ
−ルリングは、挿口に固着される基体部の外面に、受口
内面に管内圧により圧接されるリップ部を有し、上記基
体部が中空とされ、その中空内に液体が封入されている
ことを特徴とする構成である。
A seal ring for a pipe joint according to the present invention has a lip portion, which is pressed against the inner surface of the receiving port by the internal pressure of the pipe, on the outer surface of the base portion fixed to the insertion opening. The base portion is hollow, and a liquid is enclosed in the hollow.

【0007】[0007]

【発明の実施の形態】以下、図面を参照しつつ本発明の
実施の形態について説明する。図1は本発明に係るゴム
製の管継手用シ−ルリングAを一部を断面で示す説明図
である。図1において、1は環状の基体部であり、中空
部2を有し、該中空部2にゴムが侵食される畏れのない
液体3、例えば、水が封入されている。4は基体部外面
に突設されたリップであり、後述するように管内圧で受
口内面に圧接されてセルフシ−ル作用を呈する。このリ
ップ部直下の基体外面部分は、リップ部4を加圧するた
めの流体間隙を確保するために谷面41とされている。
上記リップ部4の後端部外面は後述する湧水圧や土砂の
侵入圧に対して集中的なシ−ル面圧を作用させるために
膨出面5とされている。また、基体部1の後端部110
が増肉されて土砂の侵入に対するバリヤ−111が形成
されている。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is an explanatory view partially showing a cross section of a rubber seal ring A for pipe fittings according to the present invention. In FIG. 1, reference numeral 1 denotes an annular base portion, which has a hollow portion 2 in which a liquid 3 without fear of eroding rubber, for example, water is enclosed. Reference numeral 4 denotes a lip projectingly provided on the outer surface of the base portion, which has a self-sealing action by being brought into pressure contact with the inner surface of the receiving port by the inner pressure of the pipe as described later. The outer surface of the base immediately below the lip portion is formed as a valley surface 41 to secure a fluid gap for pressurizing the lip portion 4.
The outer surface of the rear end portion of the lip portion 4 is formed as a bulging surface 5 in order to exert a concentrated seal surface pressure against a spring water pressure and an intrusion pressure of earth and sand which will be described later. In addition, the rear end portion 110 of the base portion 1
Is thickened to form a barrier-111 against the intrusion of earth and sand.

【0008】上記水の封入は、シ−ルリングを成形後、
中空部に通じる二個の孔を開け、一方の孔から空気を抜
きつつ他方の孔から液体を注入し、液体の充填後、封孔
することにより行うことができる。図2の(イ)は本発
明に係るシ−ルリングAを管挿口71に接着剤等により
固着し、そのシ−ルリング付き挿口を管受口72に差し
込む直前の状態を、図2の(ロ)は同じく差し込んだ状
態(受口72と挿口71との間に軸ずれはない。また、
管内圧が作用している。)をそれぞれ示している。
The encapsulation of water is performed after molding the seal ring.
This can be performed by opening two holes communicating with the hollow portion, injecting air from one hole while injecting a liquid from the other hole, filling the liquid, and then sealing the hole. 2A shows the state immediately before the seal ring A according to the present invention is fixed to the pipe insertion port 71 with an adhesive or the like, and the insertion port with the seal ring is inserted into the pipe reception port 72. Similarly, in (b), there is no axial misalignment between the receiving opening 72 and the insertion opening 71.
Internal pressure is acting. ) Are shown respectively.

【0009】図2の(イ)において、シ−ルリングAの
最大高さ箇所と受口内面との間の間隔に相当する厚みの
シ−ルリング部分a(つぶれ代)が挿口71の受口72
内への挿入により受口内面でつぶされ、そのつぶれに対
する圧縮応力で、図2の(ロ)に示すように、リップ部
4が受口内面に圧接される(以下、この圧接によるシ−
ルをリップ部の圧縮シ−ルと称することがある)と共に
基体中空部2内の液体3も圧縮加圧される。
In FIG. 2A, a seal ring portion a (crushing margin) having a thickness corresponding to the distance between the maximum height of the seal ring A and the inner surface of the receiving opening is the receiving opening of the insertion opening 71. 72
When it is inserted into the inside, it is crushed on the inner surface of the receiving port, and the compression stress against the crushing causes the lip portion 4 to be pressed against the inner surface of the receiving port as shown in FIG.
(In some cases, the seal is sometimes referred to as the lip seal compression seal), and the liquid 3 in the base hollow portion 2 is also compressed and pressurized.

【0010】挿口71が受口72内に挿入された状態で
は、図2の(ロ)に示すように、リップ部4と基体部谷
面41との間に隙間が保持され、リップ部4が管内の流
体圧によっても受口内面に圧接され、この圧接力が管内
圧が高圧となるほど高接触圧となって、所謂、セルフシ
−ル作用が営まれる。従って、内圧に対するシ−ル性
が、リップ部の受口内面への圧縮圧接とセルフシ−ル作
用による圧接とで良好に保証される。
When the insertion opening 71 is inserted into the receiving opening 72, a gap is maintained between the lip portion 4 and the base portion valley surface 41, as shown in FIG. Is also brought into pressure contact with the inner surface of the receiving port by the fluid pressure in the pipe, and the higher the internal pressure of the pipe becomes, the higher the contact pressure becomes, and the so-called self-sealing action is performed. Therefore, the sealing property with respect to the internal pressure is well ensured by the compression pressure contact of the lip portion to the inner surface of the receiving port and the pressure contact by the self-sealing action.

【0011】図2の(ロ)において、管外部からシ−ル
リングAに湧水圧や土砂の侵入圧が作用するが、シ−ル
リング後端の膨出部(図1における5)のために、上記
のつぶれ代aで高い面圧が発生され(以下、この面圧に
よるシ−ルをリップ後端部の圧縮シ−ルと称することが
ある)、しかも、基体後端の厚肉部110が土砂の侵入
に対するバリヤ−として機能するために、外圧に対する
シ−ル性が良好に保証され得る。
In FIG. 2B, spring pressure and earth and sand intrusion pressure act on the seal ring A from the outside of the pipe, but due to the bulging portion (5 in FIG. 1) at the rear end of the seal ring, A high surface pressure is generated due to the crushing margin a (hereinafter, the seal due to this surface pressure may be referred to as a compression seal at the rear end of the lip), and moreover, the thick portion 110 at the rear end of the base body is formed. Since it acts as a barrier against the ingress of sediment, a good sealability against external pressure can be ensured.

【0012】図2の(ロ)において、受口72と挿口7
1との間に軸ずれが生じても、管内圧によるリップ部4
のセルフシ−ル作用をその軸ずれに影響されることなく
保持させることが可能である。また、シ−ルリングのつ
ぶれ代に基づくリップ部の圧縮シ−ル及びリップ後端部
の圧縮シ−ルについては、受口と挿口との間の軸ずれに
基づき受口と挿口との間の間隔が管周方向に不均一化さ
れても、基体中空部内液体の均圧化作用により、上記つ
ぶれ代に基づくリップ部の圧縮シ−ル面圧及びリップ後
端部の圧縮シ−ル面圧の周方向不均一化がよく緩和され
るので、シ−ルリングのつぶれ代に基づくリップ部の圧
縮シ−ル性及びリップ後端部の圧縮シ−ル性もよく保証
され得る。
In FIG. 2B, the receiving port 72 and the insertion port 7
1 even if there is an axis deviation between
It is possible to maintain the self-sealing effect of the above without being affected by the axis deviation. Further, regarding the compression seal of the lip portion and the compression seal of the lip rear end portion based on the crushing margin of the seal ring, the gap between the receiving opening and the insertion opening is determined based on the axial deviation between the receiving opening and the insertion opening. Even if the space between them is made non-uniform in the circumferential direction of the pipe, due to the pressure equalizing action of the liquid in the hollow portion of the base body, the compression seal surface pressure of the lip portion and the compression seal of the lip rear end portion due to the crushing margin are produced. Since the non-uniformity of the surface pressure in the circumferential direction is alleviated well, the compression sealability of the lip portion and the compression sealability of the lip rear end portion based on the crushing margin of the seal ring can be well ensured.

【0013】従来のシ−ルリングにおいては、基体部が
中実のゴム弾性体であり、上記液体によるほどの均圧化
作用が望めないために、受口と挿口との間の軸ずれがシ
−ルリングのつぶれ代に達すると、受口と挿口との間の
間隔が最も広くなる箇所でつぶれ代により与えられてい
た圧縮シ−ル面圧及びリップ後端部の圧縮シ−ル面圧が
実質上零になり、リップ部のセルフシ−ル作用が行われ
得なくなれば(管内圧の常圧時または管内外圧差零にな
るとき等)シ−ルが解除されてしまい、一旦、シ−ルが
解除されれば、管内圧または管内外圧差が回復される条
件の元でもシ−ルの復旧は不可となってしまう。
In the conventional seal ring, the base portion is a solid rubber elastic body, and the equalizing effect of the liquid cannot be expected, so that the axial deviation between the receiving port and the insertion port does not occur. When the crushing margin of the seal ring is reached, the compression seal surface pressure given by the crushing margin and the compression seal surface at the rear end of the lip at the position where the distance between the receiving opening and the insertion opening becomes the widest. If the pressure becomes substantially zero and the self-sealing action of the lip portion cannot be performed (when the internal pressure of the pipe is normal pressure or when the internal / external pressure difference becomes zero), the seal is released, and the seal is temporarily released. -If the seal is released, the seal cannot be recovered even under the condition that the internal pressure or the external pressure difference is recovered.

【0014】これに対し、本発明に係るシ−ルリングに
おいては、基体部が中空であって変形され易いため
に、基体部が中実である従来のシ−ルリングに較べ、受
口への挿口の挿入力の同一のもとでは、シ−ルリングの
つぶれ代を大きくとれる(従って、受口と挿口との間の
軸ずれ量が同一のもとでは、シ−ル性を保持させ易い)
こと、例え、シ−ルリングのつぶれ代が同一量である
場合でも、受口と挿口との間の軸ずれに基づく間隔の管
周方向不均一化に対する基体中空部内液体の均圧化作用
により、リップ部の圧縮シ−ル面圧及びリップ後端部の
圧縮シ−ル面圧の周方向不均一化がよく緩和されて、こ
れらシ−ル面圧によるシ−ル性が従来のシ−ルリングに
較べよく保持されること等のため、従来のシ−ルリング
よりも受口と挿口との間の軸ずれに対し安定なシ−ルを
保証できる。
On the other hand, in the seal ring according to the present invention, since the base portion is hollow and easily deformed, the seal ring is inserted into the receiving port as compared with the conventional seal ring in which the base portion is solid. Under the same insertion force of the mouth, a large squeeze allowance of the seal ring can be obtained (thus, under the same axial deviation amount between the receiving opening and the insertion opening, the sealing property can be easily maintained. )
That is, even if the crushing margin of the seal ring is the same amount, due to the pressure equalizing action of the liquid in the hollow portion of the substrate with respect to the non-uniformity in the circumferential direction of the pipe due to the axial deviation between the receiving port and the insertion port. The non-uniformity in the circumferential direction of the compression seal surface pressure at the lip portion and the compression seal surface pressure at the rear end portion of the lip is well alleviated, and the sealability due to these seal surface pressures is the same as that of the conventional seal. Since it is held better than the seal ring, a more stable seal can be assured against axial misalignment between the receiving opening and the insertion opening than the conventional sealing ring.

【0015】このの作用・効果は次ぎに説明する実施
例と比較例との対比からも明らかである。
The action and effect of this will be apparent from the comparison between the example and the comparative example described below.

【0016】[0016]

【実施例】【Example】

〔実施例〕被接合管には、口径φ800の複合FRP管
を使用し(一方は受口付)、受口内径(半径)と挿口外
径(半径)との差ΔRは、12.05mmとした。シ−
ルリングには、硬度約60で、図2の(イ)において、
b=9mm、c=15mm、d=17mm、e=65m
m、f=9mm、g=4、h=35mmとし、中空部に
水を封入したものを使用した。シ−ルリングのつぶれ代
aを6.75mmとして、挿口・受口接合を行った。
[Example] As the pipe to be joined, a composite FRP pipe having a diameter of φ800 was used (one has a receiving port), and the difference ΔR between the receiving port inner diameter (radius) and the insertion port outer diameter (radius) was 12.05 mm. did. See
The hardness of the ruling is about 60, and in (a) of FIG.
b = 9 mm, c = 15 mm, d = 17 mm, e = 65 m
m, f = 9 mm, g = 4, h = 35 mm, and a hollow part with water enclosed was used. The crushing margin a of the seal ring was set to 6.75 mm, and the insertion / reception joining was performed.

【0017】〔比較例〕実施例に対し、中空部を設けな
かった以外、実施例に同じとした。実施例接合品並びに
比較例接合品のそれぞれにつき、受口と挿口との間に
6.75mmの軸ずれを強制的に加え、接合部の水漏れ
の有無を検査したところ、比較例品では水漏れが観られ
たが、実施例品では水漏れは認められなかった。
[Comparative Example] The same as Example except that no hollow portion was provided. For each of the jointed product of the example and the jointed product of the comparative example, a shaft misalignment of 6.75 mm was forcibly applied between the receiving port and the insertion port, and the presence or absence of water leakage at the joint was inspected. Although water leakage was observed, no water leakage was observed in the example products.

【0018】なお、本発明に係る管継手用シ−ルリング
においては、中空の基体部の外面に受口内面に管内圧に
より圧接されるリップ部を有し、その中空内に液体が封
入されていれば、適宜に変更できる。例えば、上記の湧
水圧シ−ル用の膨出部(図1における5)に代え、図3
に示すように、湧水圧シ−ル用リップ部50を形成し、
挿口71の受口72内への挿入によりこのリップ部50
をその回転モ−メント反力に抗して受口内面に圧接させ
ると共に管内圧セルフシ−ル用リップ部4を回動させて
管内面に圧接させることもできる。図3において、1は
基体部、2は中空部、3は中空部2に充填した液体であ
る。
In the seal ring for pipe fittings according to the present invention, the hollow base has an outer surface having a lip portion which is pressed against the inner surface of the receiving port by the internal pressure of the pipe, and the liquid is enclosed in the hollow. If so, it can be changed appropriately. For example, instead of the bulging portion (5 in FIG. 1) for the spring pressure seal described above, FIG.
As shown in, a spring water seal lip portion 50 is formed,
By inserting the insertion port 71 into the receiving port 72, the lip portion 50
Can be pressed against the inner surface of the receiving port against the reaction force of the rotational moment, and the lip portion 4 for internal pressure self-sealing can be rotated to be pressed against the inner surface of the tube. In FIG. 3, 1 is a base portion, 2 is a hollow portion, and 3 is a liquid filled in the hollow portion 2.

【0019】[0019]

【発明の効果】本発明に係る管継手用シ−ルリングで挿
口・受口接合部をシ−ルすれば、地盤の不等沈下等によ
り受口と挿口との間に軸ずれが生じても、基体中空部内
の液体の周方向均圧作用で、シ−ルリングの圧縮シ−ル
面圧を充分に周方向に均一化してその圧縮シ−ル面圧に
よるシ−ル性をよく保持できるから、管内圧の常圧化等
によるリップのセルフシ−ル作用の喪失下でも充分にシ
−ルを維持でき、管内圧の回復後はセルフシ−ル作用を
自ずから復旧させ得、地盤の不等沈下等のもとでも充分
に安定なシ−ルを保証できる。
EFFECTS OF THE INVENTION If the insertion / reception joint is sealed with the seal ring for pipe fittings according to the present invention, an axial deviation occurs between the reception and the insertion due to uneven settlement of the ground. Even if the pressure in the hollow portion of the substrate is equalized in the circumferential direction, the compression seal surface pressure of the seal ring is made sufficiently uniform in the circumferential direction, and the seal property due to the compression seal surface pressure is well maintained. Therefore, the seal can be sufficiently maintained even when the self-sealing action of the lip is lost due to normalization of the pipe internal pressure, and the self-sealing action can be automatically restored after the pipe internal pressure is restored, resulting in uneven ground. It is possible to guarantee a sufficiently stable seal even under sinking.

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

【図1】本発明に係る管継手用シ−ルリングを一部を断
面で示す説明図である。
FIG. 1 is an explanatory view showing a part of a seal ring for a pipe joint according to the present invention in section.

【図2】図2の(イ)は本発明に係るシ−ルリングを使
用した管継手の挿口の受口挿入前を示す説明図、図2の
(ロ)は同管継手の挿口の受口挿入後を示す説明図であ
る。
FIG. 2 (a) is an explanatory view showing the insertion opening of the pipe joint using the seal ring according to the present invention before insertion of the receiving mouth, and FIG. 2 (b) is the insertion opening of the pipe joint. It is explanatory drawing which shows after inserting a receptacle.

【図3】本発明に係るシ−ルリングの別例を使用した管
継手の挿口の受口挿入前を示す説明図である。
FIG. 3 is an explanatory view showing an insertion opening of a pipe joint before another insertion of a sealing ring using another example of the seal ring according to the present invention.

【図4】従来の管継手用シ−ルリングを示す説明図であ
る。
FIG. 4 is an explanatory view showing a conventional seal ring for pipe fittings.

【符号の説明】[Explanation of symbols]

1 基体部 2 中空部 3 液体 4 リップ部 71 挿口 72 受口 1 Base Part 2 Hollow Part 3 Liquid 4 Lip Part 71 Insertion Port 72 Receiving Port

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】挿口に固着される基体部の外面に、受口内
面に管内圧により圧接されるリップ部を有し、上記基体
部が中空とされ、その中空内に液体が封入されているこ
とを特徴とする管継手用シ−ルリング。
1. A lip portion, which is pressed against the inner surface of the receptacle by internal pressure of the pipe, is provided on the outer surface of the base portion fixed to the insertion opening, and the base portion is hollow, and a liquid is enclosed in the hollow. A seal ring for pipe fittings, which is characterized in that
JP27113495A 1995-10-19 1995-10-19 Seal ring for pipe fittings Pending JPH09112763A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27113495A JPH09112763A (en) 1995-10-19 1995-10-19 Seal ring for pipe fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27113495A JPH09112763A (en) 1995-10-19 1995-10-19 Seal ring for pipe fittings

Publications (1)

Publication Number Publication Date
JPH09112763A true JPH09112763A (en) 1997-05-02

Family

ID=17495800

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27113495A Pending JPH09112763A (en) 1995-10-19 1995-10-19 Seal ring for pipe fittings

Country Status (1)

Country Link
JP (1) JPH09112763A (en)

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