JP2002188768A - Pipe joint - Google Patents

Pipe joint

Info

Publication number
JP2002188768A
JP2002188768A JP2000386926A JP2000386926A JP2002188768A JP 2002188768 A JP2002188768 A JP 2002188768A JP 2000386926 A JP2000386926 A JP 2000386926A JP 2000386926 A JP2000386926 A JP 2000386926A JP 2002188768 A JP2002188768 A JP 2002188768A
Authority
JP
Japan
Prior art keywords
self
pipe
sealing portion
pipe joint
water
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
JP2000386926A
Other languages
Japanese (ja)
Inventor
Takaiku Yoshii
孝育 吉井
Shunji Azuma
俊司 東
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 JP2000386926A priority Critical patent/JP2002188768A/en
Publication of JP2002188768A publication Critical patent/JP2002188768A/en
Pending legal-status Critical Current

Links

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  • Joints With Sleeves (AREA)
  • Gasket Seals (AREA)

Abstract

PROBLEM TO BE SOLVED: To connect pipe such as buried pipes receiving external and internal hydraulic pressures to each other in a state of holding sufficient sealability. SOLUTION: This pipe joint comprises a joint body 10 having a socket 11 for inserting, a spigot 31 at the end part of a pipe and an annular sealing member 20 installed on the inner surface of the socket 11. A self-seal part 22 having a lip part 22a tilted in the direction for inserting the spigot 31 is provided in the sealing member 10 and a seal part 23 of a chevron shape in its cross section positioned on the end part side of the joint body 10 is provided on the self-seal part 22 to assure sufficient sealability against internal and external hydraulic pressures.

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、外水圧と内水圧が
作用する埋設管などの管の接続に使用される管継手に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe joint used for connecting a pipe such as a buried pipe on which external water pressure and internal water pressure act.

【0002】[0002]

【従来の技術】地中に埋設される埋設管の管端部同士を
接続する管継手として、例えば、埋設管端部の挿し口が
挿入される受け口を両端部に有する管継手がある。この
ような管継手においては、受け口の内面に環状の止水部
材(止水ゴム)が取り付けられており、受け口に挿入さ
れる埋設管の挿し口の外周面によって止水部材が圧縮さ
れることにより、受け口の内周面と埋設管の挿し口の外
周面との間がそれぞれ全周にわたって水密状態にシール
される構造となっている。
2. Description of the Related Art As a pipe joint for connecting pipe ends of a buried pipe buried underground, for example, there is a pipe joint having, at both ends, receptacles into which insertion ports of the buried pipe ends are inserted. In such a pipe joint, an annular water stopping member (water stopping rubber) is attached to the inner surface of the receiving port, and the water stopping member is compressed by the outer peripheral surface of the insertion port of the buried pipe inserted into the receiving port. Thereby, the space between the inner peripheral surface of the receiving port and the outer peripheral surface of the insertion port of the buried pipe is sealed in a watertight state over the entire circumference.

【0003】管継手の受け口に設ける止水部材として
は、例えば実開昭59−152289号公報に記載され
た形状のものがある。
As a water-stopping member provided at a receiving port of a pipe joint, there is, for example, one having a shape described in Japanese Utility Model Laid-Open Publication No. 59-152289.

【0004】この公報に記載の止水部材は、管継手の受
け口に取り付けられる環状の弾性体(シールゴム)の内
面に、単数または複数の鋸歯状凸部(リップ部)が一体
形成された形状となっている。また、この止水部材で
は、内水圧に耐えることができるように、管継手の奥に
向かってリップ部が倒れた形状に加工されており、内水
圧に対してのセルフシール構造となっている。
The water stopping member described in this publication has a shape in which a single or a plurality of serrated convex portions (lip portions) are integrally formed on an inner surface of an annular elastic body (seal rubber) attached to a socket of a pipe joint. Has become. Also, in this water-stopping member, the lip portion is processed so as to fall down toward the depth of the pipe joint so as to withstand the internal water pressure, and has a self-sealing structure against the internal water pressure. .

【0005】[0005]

【発明が解決しようとする課題】ところで、埋設管の埋
設深度が深くて、高い外水圧が作用する場合、前記した
形状の止水部材では十分な止水を行うことができない。
すなわち、外水圧は挿し口と止水部材のリップ部との間
隙を押し広げる方向に作用するため、単なるセルフシー
ル構造では外水圧に対する効果がない。
In the case where the buried pipe is buried deep and a high external water pressure acts, it is not possible to sufficiently stop water with the water stopping member having the above-mentioned shape.
That is, since the external water pressure acts in the direction of expanding the gap between the insertion port and the lip portion of the water stopping member, a simple self-sealing structure has no effect on the external water pressure.

【0006】本発明はそのような実情に鑑みてなされた
もので、外水圧と内水圧が作用する埋設管などの管同士
を、十分な止水性を保持した状態で接続することが可能
な管継手の提供を目的とする。
The present invention has been made in view of such circumstances, and is a pipe capable of connecting pipes such as buried pipes to which external water pressure and internal water pressure act while maintaining sufficient water stoppage. The purpose is to provide joints.

【0007】[0007]

【課題を解決するための手段】本発明の管継手は、管端
部の挿し口が挿入される受け口を有する継手本体と、そ
の受け口の内面に取り付けられる環状の止水部材を備
え、その止水部材には、挿し口が挿入される向きに傾斜
するリップ部を有するセルフシール部と、このセルフシ
ール部に対して継手本体の端部側に位置する断面山形状
のシール部とが形成されていることによって特徴づけら
れる。
SUMMARY OF THE INVENTION A pipe joint according to the present invention comprises a joint body having a receptacle into which an insertion port at a pipe end is inserted, and an annular water blocking member attached to an inner surface of the receptacle. The water member is formed with a self-sealing portion having a lip portion inclined in a direction in which the insertion port is inserted, and a sealing portion having a mountain-shaped cross section located on the end side of the joint body with respect to the self-sealing portion. It is characterized by having.

【0008】この発明の管継手によれば、受け口に取り
付ける止水部材に、リップ部を有するセルフシール部に
加えて、断面山形状で圧縮代が大きなシール部をセルフ
シール部の外側に設けているので、その断面山形状のシ
ール部のシール効果により、外水圧に対しても十分な止
水性を確保することができる。
According to the pipe joint of the present invention, in addition to the self-sealing portion having the lip portion, the sealing portion having a mountain-shaped cross section and having a large compression allowance is provided outside the self-sealing portion in addition to the self-sealing portion having the lip portion. Therefore, due to the sealing effect of the sealing portion having the mountain-shaped cross section, it is possible to secure sufficient water stopping performance against external water pressure.

【0009】この発明の管継手において、前記リップ部
の挿し口に接する部分に、肉厚が略一定なストレート部
を設けておくことが好ましい。
[0009] In the pipe joint of the present invention, it is preferable that a straight portion having a substantially constant thickness is provided in a portion in contact with the insertion opening of the lip portion.

【0010】このように、セルフシール部のリップ部に
ストレート部を設けておくと、受け口に管の挿し口を挿
入した際に、挿し口によってストレート部が、その全長
にわたって均一に圧縮されるので、水圧に対する止水性
を更に高めることができる。しかも、断面山形状のシー
ル部に、砂が噛み込む等の不具合が生じても、ストレー
ト部の圧接部分が2次止水の役目を果たすので、止水の
信頼性が向上する。
As described above, if the straight portion is provided on the lip portion of the self-sealing portion, the straight portion is uniformly compressed over the entire length by the insertion port when the insertion port of the tube is inserted into the receiving port. In addition, the waterproofness against water pressure can be further increased. In addition, even if a problem such as sand getting into the seal portion having a mountain-shaped cross section occurs, the press-contacted portion of the straight portion serves as a secondary water stop function, so that the reliability of the water stop is improved.

【0011】この発明の管継手において、リップ部のス
トレート部の肉厚t1と、受け口に挿し口が挿入された
ときにストレート部と挿し口との間に位置する基体部の
肉厚t2(図2参照)とを足した寸法(t1+t2)
が、受け口内面と挿し口外面との間の隙間寸法sの1.
05倍以上(下記の圧縮率が1.05以上)になるよう
に各部の寸法を設定することが好ましい。
In the pipe joint of the present invention, the thickness t1 of the straight portion of the lip portion and the thickness t2 of the base portion located between the straight portion and the insertion port when the insertion port is inserted into the receiving port (FIG. 2) and (t1 + t2)
Is the gap size s between the inner surface of the receptacle and the outer surface of the insertion opening.
It is preferable to set the dimensions of each part so as to be at least 05 times (the following compression ratio is at least 1.05).

【0012】ここで、前記したセルフシール部の肉厚
(t1+t2)と、受け口内面と挿し口外面との間の隙
間寸法s(s=[受け口内径−挿し口外径]/2)との
比([t1+t2]/s)を、セルフシール部の圧縮率
という。この圧縮率は、止水部材の材質及び要求される
耐外水圧等に応じて適宜に決められる。ただし、圧縮率
は前記したように1.05以上であることが必要であ
る。
Here, the ratio of the thickness (t1 + t2) of the self-sealing portion to the clearance dimension s (s = [inner diameter of receiving port−outer diameter of receiving port] / 2) between the inner surface of the receiving port and the outer surface of the receiving port. [T1 + t2] / s) is called the compression ratio of the self-sealing portion. This compression ratio is appropriately determined according to the material of the water stopping member, the required external water pressure resistance, and the like. However, the compression ratio needs to be 1.05 or more as described above.

【0013】圧縮率が1.05未満であると、セルフシ
ール効果がほとんど期待できない。すなわち、管継手の
受け口に管の挿し口を挿入した際に、数%の芯ずれが生
じているのが通常であり、受け口と挿し口との隙間sが
均一になっておらず、このため圧縮率が1.05未満で
あると、セルフシール部の一部が受け口(または挿し
口)に密着しなくなって止水性を確保できなくなる。
If the compression ratio is less than 1.05, the self-sealing effect can hardly be expected. That is, when the insertion port of the pipe is inserted into the reception port of the pipe joint, it is normal that a misalignment of several percent occurs, and the gap s between the reception port and the insertion port is not uniform. When the compression ratio is less than 1.05, a part of the self-sealing portion does not adhere to the receiving port (or the insertion port), so that it is not possible to secure water stoppage.

【0014】本発明の管継手は、管端部の挿し口が挿入
される受け口を有する継手本体と、その受け口の内面に
取り付けられる環状の止水部材を備え、その止水部材に
は、挿し口が挿入される向きに傾斜するリップ部を有す
るセルフシール部と、このセルフシール部に対して継手
本体の端部側に位置する断面山形状のシール部とが形成
されているとともに、リップ部の挿し口に接する部分
に、止水部材の内側に向けて屈曲する屈曲部が設けられ
ていることによって特徴づけられる。
[0014] The pipe joint of the present invention comprises a joint body having a receptacle into which the insertion port at the pipe end is inserted, and an annular water-stopping member attached to the inner surface of the reception port. A self-sealing portion having a lip portion inclined in a direction in which the mouth is inserted, and a sealing portion having a mountain-shaped cross section located on the end side of the joint body with respect to the self-sealing portion are formed. Is provided with a bent portion that is bent toward the inside of the water blocking member at a portion that is in contact with the insertion opening.

【0015】この発明の管継手によれば、受け口に取り
付ける止水部材に、リップ部を有するセルフシール部に
加えて、断面山形状で圧縮代が大きなシール部をセルフ
シール部の外側に設けているので、その断面山形状のシ
ール部のシール効果により、外水圧に対しても十分な止
水性を確保することができる。
According to the pipe joint of the present invention, in addition to the self-sealing portion having the lip portion, the sealing portion having a mountain-shaped cross section and having a large compression allowance is provided outside the self-sealing portion in addition to the self-sealing portion having the lip portion. Therefore, due to the sealing effect of the sealing portion having the mountain-shaped cross section, it is possible to secure sufficient water stopping performance against external water pressure.

【0016】さらに、セルフシール部のリップ部に、止
水部材の内側に屈曲する屈曲部を設け、その屈曲部の屈
曲点からリップ先端にかけて傾斜角が大きくなるように
しているので(図5参照)、管継手の受け口に管端部の
挿し口を挿入する際に、挿し口によってリップ部が過剰
に押し倒されても、挿し口の外周面にリップ部が密着し
やすくなり、十分なセルフシール効果を得ることができ
る。
Further, since the lip portion of the self-sealing portion is provided with a bent portion bent inside the water blocking member, the inclination angle is increased from the bent point of the bent portion to the tip of the lip (see FIG. 5). ) When inserting the insertion end of the pipe end into the socket of the fitting, even if the lip is excessively pushed down by the insertion opening, the lip easily adheres to the outer peripheral surface of the insertion opening. The effect can be obtained.

【0017】次に、本発明の管継手の詳細を各項目ごと
に説明する。
Next, details of the pipe joint of the present invention will be described for each item.

【0018】<継手本体の材質>本発明の管継手に用い
る継手本体の材質としては、硬質塩化ビニル、ポリエチ
レンなどの熱可塑性樹脂、熱硬化性樹脂または熱可塑性
樹脂とガラス繊維などの補強繊維からなる繊維強化樹
脂、あるいは金属などが挙げられる。
<Material of Joint Body> The material of the joint body used in the pipe joint of the present invention may be a thermoplastic resin such as hard vinyl chloride or polyethylene, a thermosetting resin or a thermoplastic resin and a reinforcing fiber such as glass fiber. Fiber reinforced resin or metal.

【0019】また、繊維強化樹脂とレジンコンクリート
からなる繊維強化樹脂複合管、金属と樹脂との複合管を
継手本体に使用することも可能である。
It is also possible to use a fiber-reinforced resin composite pipe made of fiber-reinforced resin and resin concrete, or a composite pipe of metal and resin for the joint body.

【0020】<止水部材の材質>本発明の管継手に用い
る止水部材の材質としては、一般の管継手に使用されて
いる、SBR、CR、NR、NBR、EPDM、あるい
は合成・天然ゴム等が挙げられる。また、それらを適当
に配合した混合物からなるゴムを使用することも可能で
ある。さらに、ポリエチレン、ポリプロピレンなどの合
成樹脂を成分にもつ弾性体も使用可能である。
<Material of Water-Stopping Member> The water-stopping member used in the pipe joint of the present invention may be SBR, CR, NR, NBR, EPDM, or synthetic / natural rubber used in general pipe joints. And the like. Further, it is also possible to use a rubber made of a mixture obtained by appropriately mixing them. Further, an elastic body having a synthetic resin such as polyethylene or polypropylene as a component can also be used.

【0021】<断面山形状のシール部>断面山形状のシ
ール部は、外水圧に耐えるように、圧縮代の大きい形状
・寸法とすることが好ましい。なお、本発明で言う「断
面山形状」とは、断面形状の図面において、受け口内面
に平行な任意の平行線を引いたときに、その頂点を除く
該当部分(シール部)の輪郭線と平行線が2点で交わる
形状のことを指す。
<Sealing Portion with Mountain Cross Section> It is preferable that the sealing portion with the mountain cross section has a shape and size with a large compression allowance so as to withstand external water pressure. In the present invention, the term “cross-sectional mountain shape” means that when an arbitrary parallel line parallel to the inner surface of the receptacle is drawn in the drawing of the cross-sectional shape, it is parallel to the contour line of the corresponding portion (seal portion) except for its vertex. It refers to the shape where a line intersects at two points.

【0022】<シール部・セルフシール部の数>止水部
材に形成する断面山形状のシール部の数は、1つの止水
部材に対して1つであってもよいし、複数であってもよ
い。また、セルフシール部の数についても、同様に、1
つの止水部材に対して1つであってもよいし、複数であ
ってもよい。ただし、1つの止水部材に対し、断面山形
状のシール部及びセルフシール部を少なくとも1つずつ
設けることが必須の要件である。
<Number of Seals / Self-Seal Part> The number of seal parts having a mountain-shaped cross section formed on the water-stopping member may be one or plural for one water-stopping member. Is also good. Similarly, the number of self-sealing portions is also 1
One or two or more water stopping members may be provided. However, it is an essential requirement that at least one seal portion and a self-sealing portion each having a mountain-shaped cross section are provided for one water stopping member.

【0023】また、順序については、(イ)断面山形状
のシール部と、(ロ)セルフシール部につき、継手本体
の入口側から(イ)→(ロ)の順となるようにする。た
だし、(イ)と(ロ)が各々複数個ずつある場合は、継
手本体の一番入口側に(イ)、一番奥側に(ロ)となる
ような配置とし、その間における(イ),(ロ)の順序
は特に問わないものとする。
The order of (a) the seal portion having a mountain-shaped cross section and (b) the self-sealing portion is such that (a) → (b) from the inlet side of the joint body. However, when there are a plurality of (a) and (b), the joint body is arranged so that (a) is at the most inlet side and (b) is at the farthest side, and (b) , (B) does not matter in particular.

【0024】[0024]

【発明の実施の形態】以下、本発明の実施形態を図面に
基づいて説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0025】<実施形態1>図1は、本発明の管継手の
実施形態の構造を示す半断面図である。図2はその実施
形態に用いる止水部材のみを抽出して示す部分断面図で
ある。
<Embodiment 1> FIG. 1 is a half sectional view showing the structure of a pipe joint according to an embodiment of the present invention. FIG. 2 is a partial cross-sectional view showing only the water stopping member used in the embodiment.

【0026】図1の管継手1は、両端部に受け口11,
11を有する継手本体10と、その各受け口11の内面
に配置された環状の止水部材20,20によって構成さ
れている。各止水部材20は受け口11の内面に接着剤
にて固定されている。
A pipe joint 1 shown in FIG.
The joint body 10 includes an annular water blocking member 20, 20 disposed on the inner surface of each of the receiving ports 11. Each water blocking member 20 is fixed to the inner surface of the receiving port 11 with an adhesive.

【0027】止水部材20は、SBR等のゴムの成形品
で、環状の基体部21の内面に、リップ部22aを有す
るセルフシール部22と、断面山形状のシール部23が
一体形成された構造となっている。
The water-stopping member 20 is a molded product of rubber such as SBR. The self-sealing portion 22 having the lip portion 22a and the sealing portion 23 having a mountain-shaped cross section are integrally formed on the inner surface of an annular base portion 21. It has a structure.

【0028】セルフシール部22のリップ部22aは、
断面山形状のシール部23とは反対側の向き(埋設管3
0の挿し口31が挿入される向き)に傾斜している。リ
ップ部22aには、埋設管30の挿し口31(図3)に
接する部分に、肉厚が略一定なストレート部22bが形
成されている。
The lip portion 22a of the self-sealing portion 22
The direction opposite to the seal portion 23 having the mountain-shaped cross section (the buried pipe 3
0 insertion direction). The lip portion 22a is formed with a straight portion 22b having a substantially constant thickness at a portion in contact with the insertion opening 31 (FIG. 3) of the buried pipe 30.

【0029】以上の構造の止水部材20は、図1に示す
ように、継手本体10の受け口11に、断面山形状のシ
ール部23がセルフシール部22よりも外側(継手本体
10の端部側)に位置するように取り付けられる。
As shown in FIG. 1, in the water stopping member 20 having the above-described structure, the sealing portion 23 having a mountain-shaped cross section is located outside the self-sealing portion 22 at the receiving port 11 of the joint body 10 (the end portion of the joint body 10). Side).

【0030】ここで、この実施形態において、止水部材
20のリップ部22aのストレート部22bの肉厚t1
と、リップ部22aに対向する部分の基体部21の肉厚
t2との合計寸法(t1+t2)は、図3に示す、受け
口11の内面と挿し口31の外面との間の隙間寸法s
(s=[受け口11の内径−挿し口31外径]/2)の
1.05倍以上(圧縮率が1.05以上)となるよう
に、各部の寸法が設定されている。
Here, in this embodiment, the thickness t1 of the straight portion 22b of the lip portion 22a of the water stopping member 20
And the total thickness (t1 + t2) of the portion of the base portion 21 opposed to the lip portion 22a is (t1 + t2), which is a gap dimension s between the inner surface of the receiving port 11 and the outer surface of the insertion port 31 shown in FIG.
The dimensions of each part are set so as to be 1.05 times or more (s = [inner diameter of receiving port 11−outer diameter of insertion port 31] / 2) (compression rate is 1.05 or more).

【0031】この実施形態の管継手1によれば、図3に
示すように、継手本体10の受け口11に、埋設管30
の挿し口31を挿入することにより、止水部材20のセ
ルフシール部22及び断面山形状のシール部23が、挿
し口31の外周面に圧接し、その内側のセルフシール部
22によって、埋設管30の内水圧に対する止水性が確
保される。また、外側の断面山形状のシール部23によ
って、埋設管30に作用する外水圧に対する止水性が確
保される。しかも、セルフシール部22のリップ部22
aに形成されたストレート部22bが、挿し口31の外
周面によって、その全長にわたって均一に圧縮されるの
で、止水の信頼性が高くなる。
According to the pipe joint 1 of this embodiment, as shown in FIG.
The self-sealing portion 22 and the sealing portion 23 having a mountain-shaped cross section of the water-stopping member 20 are pressed against the outer peripheral surface of the insertion port 31 by inserting the insertion port 31 of The waterproofness against the internal water pressure of 30 is ensured. In addition, the outer seal portion 23 having a mountain-shaped cross section ensures the water stoppage against external water pressure acting on the buried pipe 30. Moreover, the lip portion 22 of the self-sealing portion 22
Since the straight portion 22b formed at a is uniformly compressed over the entire length by the outer peripheral surface of the insertion port 31, the reliability of the water stoppage is improved.

【0032】<実施形態2>図4は、本発明の管継手の
他の実施形態の構造を示す半断面図である。図5はその
実施形態に用いる止水部材のみを抽出して示す部分断面
図である。
Embodiment 2 FIG. 4 is a half sectional view showing the structure of another embodiment of the pipe joint of the present invention. FIG. 5 is a partial cross-sectional view showing only the water stopping member used in the embodiment.

【0033】図4の管継手101は、両端部に受け口1
11,111を有する継手本体110と、その各受け口
111の内面に配置された環状の止水部材120,12
0によって構成されている。各止水部材120は受け口
111の内面に接着剤にて固定されている。
The pipe joint 101 shown in FIG.
11 and 111, and annular water blocking members 120, 12 arranged on the inner surface of each receiving port 111 thereof.
0. Each water blocking member 120 is fixed to the inner surface of the receiving port 111 with an adhesive.

【0034】止水部材120は、SBR等のゴムの成形
品で、環状の基体部121の内面に、リップ部122a
を有するセルフシール部122と、断面山形状のシール
部123が一体形成された構造となっている。
The water stopping member 120 is a molded product of rubber such as SBR, and has a lip 122 a
And a self-sealing portion 122 having a cross section and a sealing portion 123 having a mountain-shaped cross section are integrally formed.

【0035】セルフシール部122のリップ部122a
は、断面山形状のシール部123とは反対側の向き(埋
設管30の挿し口31が挿入される向き)に傾斜してい
る。リップ部122aには、内側(止水部材120の中
心側)に向けて屈曲する屈曲部122bが設けられてお
り、その屈曲部122bの屈曲点からリップ先端にかけ
て傾斜角が大きくなっている。
Lip section 122a of self-sealing section 122
Is inclined in a direction opposite to the seal portion 123 having a mountain-shaped cross section (a direction in which the insertion port 31 of the buried pipe 30 is inserted). The lip 122a is provided with a bent portion 122b that is bent inward (toward the center of the water blocking member 120), and the inclination angle increases from the bending point of the bent portion 122b to the tip of the lip.

【0036】以上の構造の止水部材120は、図6に示
すように、継手本体110の受け口111に、断面山形
状のシール部123がセルフシール部122よりも外側
(継手本体110の端部側)に位置するように取り付け
られる。
As shown in FIG. 6, in the water stopping member 120 having the above-described structure, the sealing portion 123 having a mountain-shaped cross section is located outside the self-sealing portion 122 at the receiving port 111 of the joint body 110 (the end portion of the joint body 110). Side).

【0037】この実施形態の管継手101によれば、図
6に示すように、継手本体110の受け口111に、埋
設管30の挿し口31を挿入することにより、止水部材
120のセルフシール部122及び断面山形状のシール
部123が、挿し口31の外周面に圧接し、その内側の
セルフシール部122によって、埋設管30の内水圧に
対する止水性が確保される。また、外側の断面山形状の
シール部123によって、埋設管30に作用する外水圧
に対する止水性が確保される。
According to the pipe joint 101 of this embodiment, as shown in FIG. 6, by inserting the insertion port 31 of the buried pipe 30 into the receiving port 111 of the joint body 110, the self-sealing portion of the water stopping member 120 is formed. The seal section 123 and the mountain-shaped seal section 123 are pressed against the outer peripheral surface of the insertion port 31, and the self-sealing section 122 on the inner side of the seal section 123 secures the waterproofness against the internal water pressure of the buried pipe 30. In addition, the seal portion 123 having a mountain-shaped cross section on the outer side secures water stoppage against external water pressure acting on the buried pipe 30.

【0038】さらに、セルフシール部122のリップ部
122aに屈曲部122bを設け、その屈曲部122b
の屈曲点からリップ先端にかけて傾斜角が大きくなるよ
うにしているので、継手本体110の受け口111に埋
設管30の挿し口31が挿入される際に、挿し口31に
よってリップ部122aが過剰に押し倒されても、挿し
口31の外周面に、リップ部122aのほぼ全体が隙間
なく密着する。その結果、埋設管30の内水圧に対する
止水の信頼性が更に向上する。
Further, a bent portion 122b is provided on the lip portion 122a of the self-sealing portion 122, and the bent portion 122b
Since the inclination angle is increased from the bending point to the tip of the lip, when the insertion port 31 of the buried pipe 30 is inserted into the receiving port 111 of the joint body 110, the insertion port 31 excessively pushes down the lip portion 122a. Even if it is, almost the entire lip portion 122a closely adheres to the outer peripheral surface of the insertion port 31 without any gap. As a result, the reliability of the water stoppage against the internal water pressure of the buried pipe 30 is further improved.

【0039】ここで、本発明は、図1及び図4のような
構造のほか、埋設管等の管の端部に継手本体を接着固定
等により一体的に設けて管継手を構成する構造、あるい
は埋設管等の管の端部を拡径して受け口(継手本体)を
形成することにより管継手を構成する構造にも適用でき
る。
Here, in addition to the structure shown in FIGS. 1 and 4, the present invention provides a structure in which a joint body is integrally provided at the end of a pipe such as a buried pipe by adhesive fixing or the like to constitute a pipe joint. Alternatively, the present invention can also be applied to a structure in which a pipe joint is formed by expanding the end of a pipe such as a buried pipe to form a receiving port (joint main body).

【0040】[0040]

【実施例】以下、本発明の実施例を説明する。Embodiments of the present invention will be described below.

【0041】<実施例1>接続対象を口径1500mm
の管として、図1に示す形状の管継手1を作製した。止
水部材20の材質は、硬度HA60度のSBRとした。
また、図2に示す止水部材20の各部の寸法を、Q=4
0mm、H1=11mm、H2=12mm、t1=5m
m、t2=3mm、A=5mmとした。さらに、管継手
1の受け口11内面と埋設管30の挿し口31外面との
間の隙間寸法sを6.5mmとした(セルフシール部2
2の圧縮率=1.23)。
<Embodiment 1> The connection target is 1500 mm in diameter.
A pipe joint 1 having the shape shown in FIG. The material of the water stopping member 20 was SBR having a hardness of 60 degrees HA.
In addition, the size of each part of the water stopping member 20 shown in FIG.
0 mm, H1 = 11 mm, H2 = 12 mm, t1 = 5 m
m, t2 = 3 mm, and A = 5 mm. Further, a clearance dimension s between the inner surface of the receiving port 11 of the pipe joint 1 and the outer surface of the insertion port 31 of the buried pipe 30 is 6.5 mm (the self-sealing portion 2).
2 = 1.23).

【0042】以上の管継手を用いて口径1500mmの
管同士を接続し、内水圧試験を行ったところ、1.0M
Paに水圧に耐えた。また、外水圧試験を行ったとこ
ろ、0.7MPaまでの水圧に耐えた。
When pipes having a diameter of 1500 mm were connected to each other using the above-mentioned pipe joints and subjected to an internal water pressure test, it was found that 1.0 M
Pa tolerated water pressure. In addition, when an external water pressure test was performed, it was able to withstand water pressure up to 0.7 MPa.

【0043】この実験結果から、図1の構造を採用する
ことにより、高い内水圧に耐えることができるととも
に、比較的高い外水圧にも耐え得る管継手を実現できる
ことが確認できた。
From the results of this experiment, it was confirmed that by adopting the structure shown in FIG. 1, a pipe joint which can withstand high internal water pressure and can withstand relatively high external water pressure can be realized.

【0044】<実施例2>接続対象を口径1500mm
の管として、図4に示す構造の管継手101を作製し
た。止水部材120の材質は、硬度HA60度のSBR
とした。また、止水部材120の各部の寸法は図5に示
す値とした。
<Embodiment 2> The connection target is 1500 mm in diameter.
The pipe joint 101 having the structure shown in FIG. The material of the water stopping member 120 is SBR having a hardness of HA 60 degrees.
And The dimensions of each part of the water blocking member 120 were the values shown in FIG.

【0045】以上の管継手を用いて口径1500mmの
管同士を接続し、内水圧試験を行ったところ、1.0M
Paに水圧に耐えた。また、外水圧試験を行ったとこ
ろ、0.7MPaまでの水圧に耐えた。
When pipes having a diameter of 1500 mm were connected to each other using the above-mentioned pipe joints and subjected to an internal water pressure test, it was found that 1.0 M
Pa tolerated water pressure. In addition, when an external water pressure test was performed, it was able to withstand water pressure up to 0.7 MPa.

【0046】この実験結果から、図4の構造を採用する
ことにより、高い内水圧に耐えることができるととも
に、比較的高い外水圧にも耐え得る管継手を実現できる
ことが確認できた。
From the experimental results, it has been confirmed that by employing the structure shown in FIG. 4, a pipe joint which can withstand a high internal water pressure and can withstand a relatively high external water pressure can be realized.

【0047】[0047]

【発明の効果】以上説明したように、本発明の管継手に
よれば、管端部の挿し口が挿入される受け口を有する継
手本体と、その受け口の内面に取り付けられる環状の止
水部材を備え、その止水部材に、挿し口が挿入される向
きに傾斜するリップ部を有するセルフシール部と、この
セルフシール部に対して継手本体の端部側に位置する断
面山形状のシール部を設けているので、内水圧と外水圧
が作用する埋設管などの管同士を接続するにあたり、内
水圧及び外水圧に対して十分な止水性を確保した状態で
管接続を行うことができる。
As described above, according to the pipe joint of the present invention, the joint body having the receptacle into which the insertion port at the pipe end is inserted, and the annular water blocking member attached to the inner surface of the receptacle are provided. A self-sealing portion having a lip portion inclined in the direction in which the insertion port is inserted, and a sealing portion having a mountain-shaped cross section located on the end side of the joint body with respect to the self-sealing portion. Since the pipes are provided, when connecting the pipes such as the buried pipes on which the internal water pressure and the external water pressure act, the pipes can be connected in a state where sufficient waterproofness is secured against the internal water pressure and the external water pressure.

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

【図1】本発明の管継手の実施形態の半断面図である。FIG. 1 is a half sectional view of an embodiment of the pipe joint of the present invention.

【図2】図1の実施形態に用いる止水部材のみを抽出し
て示す部分断面図である。
FIG. 2 is a partial cross-sectional view illustrating only a water stop member used in the embodiment of FIG. 1;

【図3】図1の実施形態の使用状態を示す図である。FIG. 3 is a diagram illustrating a use state of the embodiment of FIG. 1;

【図4】本発明の管継手の他の実施形態の半断面図であ
る。
FIG. 4 is a half sectional view of another embodiment of the pipe joint of the present invention.

【図5】図4の実施形態に用いる止水部材のみを抽出し
て示す部分断面図である。
FIG. 5 is a partial cross-sectional view showing only a water stop member used in the embodiment of FIG. 4;

【図6】図4の実施形態の使用状態を示す図である。FIG. 6 is a diagram illustrating a use state of the embodiment of FIG. 4;

【符号の説明】 1 管継手 10 継手本体 11 受け口 20 止水部材 21 基体部 22 セルフシール部 22a リップ部 22b ストレート部 23 断面山形状のシール部 30 埋設管 31 挿し口 101 管継手 110 継手本体 111 受け口 120 止水部材 121 基体部 122 セルフシール部 122a リップ部 122b 屈曲部 123 断面山形状のシール部DESCRIPTION OF SYMBOLS 1 Pipe joint 10 Joint body 11 Receptacle 20 Water blocking member 21 Base part 22 Self-sealing part 22a Lip part 22b Straight part 23 Seal part with a mountain cross section 30 Buried pipe 31 Insertion port 101 Pipe joint 110 Joint body 111 Receiving port 120 Water blocking member 121 Base part 122 Self-sealing part 122a Lip part 122b Bent part 123 Seal part having a mountain-shaped cross section

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 管端部の挿し口が挿入される受け口を有
する継手本体と、その受け口の内面に取り付けられる環
状の止水部材を備え、その止水部材には、挿し口が挿入
される向きに傾斜するリップ部を有するセルフシール部
と、このセルフシール部に対して継手本体の端部側に位
置する断面山形状のシール部とが形成されていることを
特徴とする管継手。
1. A joint body having a receptacle into which an insertion port at a pipe end is inserted, and an annular water-stopping member attached to an inner surface of the reception port, wherein the insertion port is inserted into the water-stopping member. A pipe joint comprising: a self-sealing portion having a lip portion inclined in a direction; and a seal portion having a mountain-shaped cross section located on the end side of the joint body with respect to the self-sealing portion.
【請求項2】 前記リップ部の挿し口に接する部分に、
肉厚が略一定なストレート部が形成されていることを特
徴とする請求項1記載の管継手。
2. In a portion of the lip portion which is in contact with the insertion opening,
The pipe joint according to claim 1, wherein a straight portion having a substantially constant thickness is formed.
【請求項3】 前記ストレート部の肉厚と、受け口に挿
し口が挿入されたときにストレート部と挿し口内面との
間に位置する基体部の肉厚とを足した寸法が、受け口内
面と挿し口外面との間の隙間寸法の1.05倍以上にな
るように各部の寸法が設定されていることを特徴とする
請求項2記載の管継手。
3. The sum of the thickness of the straight portion and the thickness of the base portion located between the straight portion and the inner surface of the insertion port when the insertion port is inserted into the reception port, is defined as an inner surface of the reception port. 3. The pipe joint according to claim 2, wherein the size of each part is set so as to be at least 1.05 times the gap size between the outer surface of the insertion opening.
【請求項4】 管端部の挿し口が挿入される受け口を有
する継手本体と、その受け口の内面に取り付けられる環
状の止水部材を備え、その止水部材には、挿し口が挿入
される向きに傾斜するリップ部を有するセルフシール部
と、このセルフシール部に対して継手本体の端部側に位
置する断面山形状のシール部とが形成されているととも
に、リップ部の挿し口に接する部分に、止水部材の内側
に向けて屈曲する屈曲部が設けられていることを特徴と
する管継手。
4. A joint body having a receptacle into which an insertion port at a pipe end is inserted, and an annular water blocking member attached to an inner surface of the reception port, wherein the insertion port is inserted into the water blocking member. A self-sealing portion having a lip portion inclined in the direction, and a sealing portion having a mountain-shaped cross section located on the end side of the joint body with respect to the self-sealing portion are formed, and are in contact with the insertion opening of the lip portion. A pipe joint, wherein a bent portion bent toward the inside of the water blocking member is provided at a portion.
JP2000386926A 2000-12-20 2000-12-20 Pipe joint Pending JP2002188768A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000386926A JP2002188768A (en) 2000-12-20 2000-12-20 Pipe joint

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000386926A JP2002188768A (en) 2000-12-20 2000-12-20 Pipe joint

Publications (1)

Publication Number Publication Date
JP2002188768A true JP2002188768A (en) 2002-07-05

Family

ID=18853952

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000386926A Pending JP2002188768A (en) 2000-12-20 2000-12-20 Pipe joint

Country Status (1)

Country Link
JP (1) JP2002188768A (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100565954B1 (en) * 2004-11-29 2006-03-29 (유)성원프라스틱 A connection structure for pipe sealing
JP2007247870A (en) * 2006-03-17 2007-09-27 Nippon Valqua Ind Ltd Sealing material
JP2015208056A (en) * 2014-04-17 2015-11-19 株式会社 共進 Waterproof packing for conduit connection fitting and conduit connection fitting including the same
JP2016142385A (en) * 2015-02-04 2016-08-08 株式会社栗本鐵工所 Pipe member withdrawal prevention mechanism and withdrawal prevention member
WO2021079585A1 (en) * 2019-10-21 2021-04-29 Nok株式会社 Gasket

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61129984U (en) * 1985-11-27 1986-08-14
JPS646488U (en) * 1987-06-30 1989-01-13
JPH0735272A (en) * 1993-07-16 1995-02-07 Cosmo Koki Co Ltd Flexible pipe joint

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS61129984U (en) * 1985-11-27 1986-08-14
JPS646488U (en) * 1987-06-30 1989-01-13
JPH0735272A (en) * 1993-07-16 1995-02-07 Cosmo Koki Co Ltd Flexible pipe joint

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100565954B1 (en) * 2004-11-29 2006-03-29 (유)성원프라스틱 A connection structure for pipe sealing
JP2007247870A (en) * 2006-03-17 2007-09-27 Nippon Valqua Ind Ltd Sealing material
JP2015208056A (en) * 2014-04-17 2015-11-19 株式会社 共進 Waterproof packing for conduit connection fitting and conduit connection fitting including the same
JP2016142385A (en) * 2015-02-04 2016-08-08 株式会社栗本鐵工所 Pipe member withdrawal prevention mechanism and withdrawal prevention member
WO2021079585A1 (en) * 2019-10-21 2021-04-29 Nok株式会社 Gasket
JPWO2021079585A1 (en) * 2019-10-21 2021-04-29
CN114364906A (en) * 2019-10-21 2022-04-15 Nok株式会社 Sealing gasket
JP7301149B2 (en) 2019-10-21 2023-06-30 Nok株式会社 gasket

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