JP2000130659A - Pipe connecting structure - Google Patents
Pipe connecting structureInfo
- Publication number
- JP2000130659A JP2000130659A JP10302563A JP30256398A JP2000130659A JP 2000130659 A JP2000130659 A JP 2000130659A JP 10302563 A JP10302563 A JP 10302563A JP 30256398 A JP30256398 A JP 30256398A JP 2000130659 A JP2000130659 A JP 2000130659A
- Authority
- JP
- Japan
- Prior art keywords
- pipe
- reinforcing member
- spigot
- resin
- outer diameter
- 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.)
- Granted
Links
Landscapes
- Joints With Sleeves (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、離脱防止機能を有
した管接続構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a pipe connecting structure having a detachment preventing function.
【0002】[0002]
【従来の技術】接続される管の差口を、管継手の受口内
に挿入するだけで簡単に接続可能で、しかも離脱防止機
能を有する管継手として、特開平10−122461号
公報に記載されているものがある。この離脱防止管継手
は、円筒状の継手本体と、略Cリング状の離脱防止リン
グと、補強部材とを備えている。2. Description of the Related Art Japanese Unexamined Patent Publication (Kokai) No. 10-122461 discloses a pipe joint which can be easily connected simply by inserting a spigot of a pipe to be connected into a socket of the pipe joint and has a detachment preventing function. There are things that are. The detachment prevention pipe joint includes a cylindrical joint main body, a substantially C-ring-shaped detachment prevention ring, and a reinforcing member.
【0003】[0003]
【発明が解決しようとする課題】しかしながら、上記従
来の管継手で用いられる補強部材は、差口本体を補強す
る部材ではあるが、耐水圧強度を発現するための好適な
効果が得られる形状としては、不十分な場合があった。However, the reinforcing member used in the above-mentioned conventional pipe joint is a member for reinforcing the spigot main body, but has a shape which can obtain a suitable effect for exhibiting the water pressure resistant strength. Was sometimes inadequate.
【0004】また、従来の管継手は、補強部材の折り返
し部の外径が差口の外径を越えているため、補強部材を
装着した差口を受口に挿入する際に、管締付け用の割り
リングの係止突起の刃先を傷つけてしまい、十分な離脱
防止効果が得られなくなるという問題点が生じる場合が
あった。Further, in the conventional pipe joint, since the outer diameter of the folded portion of the reinforcing member exceeds the outer diameter of the spigot, when inserting the spigot with the reinforcing member into the socket, the pipe is tightened. In some cases, the cutting edge of the locking projection of the split ring may be damaged, and a sufficient detachment prevention effect may not be obtained.
【0005】しかしながら、ステンレス製のものではそ
の内周面に形成されている鋸歯状の刃が硬すぎるため、
たとえば挿入接続される管がポリエチレン樹脂管などの
ポリオレフィン樹脂管の場合、この樹脂管の外周面を削
ってしまうなど、著しく傷つけてしまうため、その離脱
防止効果は低かった。また、ステンレス製の離脱防止リ
ングの場合はその剛性が高すぎるがために、管継手の受
口内への離脱防止リングの装着が困難であった。However, in the case of stainless steel, the serrated blade formed on the inner peripheral surface is too hard,
For example, when the pipe to be inserted and connected is a polyolefin resin pipe such as a polyethylene resin pipe, the pipe is severely damaged, for example, by shaving the outer peripheral surface of the resin pipe, and its detachment preventing effect is low. Further, in the case of a separation prevention ring made of stainless steel, the rigidity thereof is too high, so that it is difficult to mount the separation prevention ring in the socket of the pipe joint.
【0006】本発明の目的は、特にポリオレフィン樹脂
管と離脱防止管継手との管接続構造として、すぐれた耐
水圧性能を発揮する管接続構造を提供することである。An object of the present invention is to provide a pipe connection structure which exhibits excellent water pressure resistance, particularly as a pipe connection structure between a polyolefin resin pipe and a separation-preventing pipe joint.
【0007】[0007]
【課題を解決するための手段】請求項1記載の発明は、
継手本体の開口端部側の内周面に設けられた環状凹溝内
にシール用ゴム輪が装着され、このゴム輪よりも奥側に
位置する継手本体の内周面が奥部に向かって拡径する傾
斜溝を有し、この傾斜溝内に、その内周面にほぼ符合し
た傾斜外周面を有する管締付け用の割りリングが遊嵌状
態で配置されてなる受口内に、差口内に円筒状の補強部
材が装着された樹脂管の差し口が挿入接続されてなる管
接続構造において、前記補強部材の外径が樹脂管の差口
の内径の97.5〜99.8%とされているものであ
る。According to the first aspect of the present invention,
A rubber ring for sealing is mounted in an annular groove provided on the inner peripheral surface on the open end side of the joint body, and the inner peripheral surface of the joint body located on the back side of the rubber ring faces toward the back. It has an inclined groove for expanding the diameter, and in this inclined groove, a receiving ring in which a split ring for pipe tightening having an inclined outer peripheral surface substantially matched with the inner peripheral surface is arranged in a loosely fitted state, and in a spigot. In a pipe connection structure in which an inlet of a resin pipe to which a cylindrical reinforcing member is attached is inserted and connected, an outer diameter of the reinforcing member is 97.5 to 99.8% of an inner diameter of a spigot of the resin pipe. Is what it is.
【0008】請求項2記載の発明は、請求項1記載の管
接続構造において、補強部材の一端部が外方に折り返え
されて折り返し部とされ、この折り返し部の最大外径が
樹脂管の差口の外径の90〜100%とされているもの
である。According to a second aspect of the present invention, in the pipe connection structure of the first aspect, one end of the reinforcing member is folded outward to form a folded portion, and the maximum outer diameter of the folded portion is a resin pipe. 90 to 100% of the outer diameter of the port of No. 1.
【0009】本発明においては、管締付け用の割りリン
グは、半径方向に拡縮自在となっており、材質としては
金属製あるいは樹脂製のどちらでもよいが、耐水性など
の面から、ポリアセタール、ポリアミド、ポリスルホ
ン、ポリフェニレンサルファイド、ポリエーテルエーテ
ルケトンなどの樹脂製のものが望ましい。そして、この
割りリングの内径はその自由状態において、挿入接続さ
れるポリオレフィン系樹脂管の外径より少し小径とさ
れ、その内周面の周方向に沿って複数の係止突条(たと
えば鋸歯状のもの)を備えているのが望ましい。In the present invention, the split ring for tightening the pipe is freely expandable and contractible in the radial direction. The material may be made of metal or resin, but from the viewpoint of water resistance, polyacetal or polyamide is preferred. , Polysulfone, polyphenylene sulfide, polyether ether ketone and the like are preferred. In the free state, the inner diameter of the split ring is slightly smaller than the outer diameter of the polyolefin resin pipe to be inserted and connected, and a plurality of locking ridges (for example, sawtooth-shaped Is desirable.
【0010】本発明においては、樹脂管の差口内に装着
される円筒状の補強部材の外径は樹脂管の差口の内径の
97.5〜99.8%、特に好ましくは、98.0〜9
9.5%である。これは、補強部材の外径が樹脂管の差
口の内径の97.5%未満では、接続部の十分な耐水圧
性能が得られないからである。つまり、補強部材として
の補強が不十分であり、内水圧がかかった時に、受口か
ら差口が抜けてしまうなどの問題が生じるためである。
また、逆に、補強部材の外径が樹脂管の差口の内径の9
9.8%を越えると、差口への装着が困難となるからで
ある。In the present invention, the outer diameter of the cylindrical reinforcing member mounted in the spigot of the resin pipe is 97.5 to 99.8%, particularly preferably 98.0%, of the inner diameter of the spigot of the resin pipe. ~ 9
9.5%. This is because if the outer diameter of the reinforcing member is less than 97.5% of the inner diameter of the spigot of the resin tube, sufficient water pressure resistance of the connection portion cannot be obtained. In other words, this is because the reinforcement as the reinforcing member is insufficient, and when the internal water pressure is applied, there arises a problem that the spout comes off from the receiving port.
Conversely, the outer diameter of the reinforcing member is 9 times the inner diameter of the spout of the resin tube.
If it exceeds 9.8%, it will be difficult to mount it on the outlet.
【0011】そして、補強部材の折り返し部の最大外径
は樹脂管の差口の外径の90〜100%、特に好ましく
は、95〜100%とするのが望ましい。これは、折り
返し部の最大外径が樹脂管の差口の外径を越えると、補
強部材を装着した差口を受口内に挿入する際に、管締付
け用の割りリングの係止突条の刃先を傷つけてしまうた
め、十分な離脱防止効果を得ることができなくなるから
である。また、折り返し部が大きくなる分の受口の内周
面を大きくする必要があり、その場合にも接合部の強度
が不十分となるからである。The maximum outer diameter of the folded portion of the reinforcing member is desirably 90 to 100%, particularly preferably 95 to 100%, of the outer diameter of the spout of the resin tube. This is because when the maximum outer diameter of the folded part exceeds the outer diameter of the spigot of the resin pipe, when inserting the spigot with the reinforcing member into the socket, the locking ridge of the split ring for pipe tightening is used. This is because the edge of the blade is damaged, and a sufficient detachment prevention effect cannot be obtained. In addition, it is necessary to increase the inner peripheral surface of the receiving port by the size of the folded portion, and in that case, the strength of the joint is insufficient.
【0012】逆に、折り返し部の最大外径が樹脂管の差
口の外径の90%未満の場合には、差口と補強部材の折
り返し部に大きな段差が生じることになり、補強部材を
装着した差口を受口内に挿入する際に、管締付け用の割
りリングの刃先を傷つけてしまい、十分な離脱防止効果
を得ることができなくなるからである。Conversely, if the maximum outer diameter of the folded portion is less than 90% of the outer diameter of the spigot of the resin pipe, a large step will be generated between the spigot and the folded portion of the reinforcing member, and the reinforcing member will not be connected. This is because when the inserted spigot is inserted into the receptacle, the cutting edge of the pipe-tightening split ring is damaged, and a sufficient detachment prevention effect cannot be obtained.
【0013】また、折り返し部の先端が尖っていると、
管締付け用の割りリングの刃先を傷つけるので、補強部
材の折り返し部の先端に面取りを施したり、あるいは数
mm程度の平行部を設けるのが望ましい。Also, if the tip of the folded portion is sharp,
Since the cutting edge of the split ring for pipe tightening is damaged, it is desirable to chamfer the tip of the folded portion of the reinforcing member or to provide a parallel portion of about several mm.
【0014】樹脂管の差口内から補強部材の抜けを防止
するために、補強部材の外面にすべり止め手段としての
多数の突起を設けるのが望ましい。この突起の高さとし
ては、差口の内径と補強部材の外径の大小にもよるが、
0.3〜1.5mmが好ましい。これは、突起の高さが
0.3mm未満では、すべり止め効果が少なく、また、
逆に突起の高さが1.5mmを越えると、差口の内面を
著しく傷つけるか、あるいは樹脂管の差口内への補強部
材の装着が困難となるからであり、かつ、差口の内径と
補強部材の筒部外周径の差が大きくなり、接続部での十
分な耐水圧性能が得られないからである。In order to prevent the reinforcing member from coming off from the inside of the spigot of the resin pipe, it is desirable to provide a number of projections as slip preventing means on the outer surface of the reinforcing member. The height of this projection depends on the inner diameter of the spigot and the outer diameter of the reinforcing member,
0.3 to 1.5 mm is preferred. This is because when the height of the projection is less than 0.3 mm, the anti-slip effect is small, and
Conversely, if the height of the protrusion exceeds 1.5 mm, the inner surface of the spout will be significantly damaged, or it will be difficult to mount the reinforcing member in the spout of the resin pipe, and the inner diameter of the spout This is because the difference in the outer diameter of the cylindrical portion of the reinforcing member becomes large, and sufficient water pressure resistance at the connection portion cannot be obtained.
【0015】補強部材の材質は、鋳鉄、アルミニウムな
どの金属製のものの他、ガラス繊維や炭素繊維などの補
強繊維にて補強されたFRP製のものであってもよい。
耐水性を考慮した場合には、ステンレス鋼製が好まし
い。折り返し部は、円筒部の一端部が外方に傘状に折り
返されて傾斜面とされており、差口を受口にスムースに
挿入できるように、10〜50度の傾斜角度とするのが
望ましい。また、折り返し面は鋭角に折り返さず、Rを
つけた方が好ましい。補強部材の長さは継手本体の受口
の挿入代とほぼ同一とするのが望ましい。これは、その
長さが短すぎるとゴム輪からの締め力による樹脂管のコ
ールドフローを抑止する効果がなく、逆に長過ぎても、
さらなる効果は期待できず不経済となるからである。The material of the reinforcing member may be made of metal such as cast iron or aluminum, or may be made of FRP reinforced with reinforcing fibers such as glass fiber or carbon fiber.
In consideration of water resistance, stainless steel is preferable. The folded portion has one end portion of the cylindrical portion folded outwardly in an umbrella shape and has an inclined surface, and has an inclination angle of 10 to 50 degrees so that the spigot can be smoothly inserted into the socket. desirable. Further, it is preferable that the turning surface is not turned at an acute angle but is added with R. It is desirable that the length of the reinforcing member is substantially the same as the insertion margin of the socket of the joint body. This is because if the length is too short, there is no effect of suppressing the cold flow of the resin pipe due to the tightening force from the rubber ring.
No further effect can be expected and it is uneconomical.
【0016】[0016]
【発明の実施の形態】以下、本発明の管接続構造の実施
の形態を図面に基づいて説明する。図1は本発明の管接
続構造の第1実施例を示す半縦断面図、図2は図1にお
ける離脱防止管継手の部分を示す半縦断面図、図3は図
1における補強部材を示す半縦断面図である。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the pipe connection structure of the present invention will be described below with reference to the drawings. FIG. 1 is a semi-longitudinal sectional view showing a first embodiment of the pipe connection structure of the present invention, FIG. 2 is a semi-longitudinal sectional view showing a part of a pipe joint for preventing separation in FIG. 1, and FIG. 3 is a reinforcing member in FIG. FIG.
【0017】図1において、樹脂管5、7はともに密度
が0.940以上の高密度ポリエチレン樹脂から押出成
形されたものである。樹脂管7の一端面には、受け口を
有する管継手1の小径側の端面がバット融着されて両者
が一体化されている。そして、差口51の内周面側に短
円筒状の補強部材6が内挿された樹脂管5の差口51
が、管継手1の受口内に挿入接続されることで樹脂管5
と樹脂管7との接続構造が形成されている。In FIG. 1, the resin tubes 5 and 7 are both formed by extrusion molding from a high-density polyethylene resin having a density of 0.940 or more. One end surface of the resin pipe 7 is butt-fused with the end surface on the small diameter side of the pipe joint 1 having a socket, and the two are integrated. The spigot 51 of the resin pipe 5 in which the short cylindrical reinforcing member 6 is inserted on the inner peripheral surface side of the spigot 51
Is inserted and connected into the socket of the pipe joint 1 so that the resin pipe 5
And a connection structure between the resin tube 7 and the resin tube 7.
【0018】管継手1は離脱防止機能を有するタイプの
ものであり、継手本体2と、管締付け用の割りリング3
と、シール用ゴム輪4とを備えている。継手本体2はポ
リエチレン樹脂製の円筒状のものであり、その大径側の
一端部は接続される樹脂管5の挿入口を備えた受口を有
しており、挿入口側の内周面に環状凹溝21が設けら
れ、この環状凹溝21内にシール用ゴム輪4が装着され
ている。このゴム輪4よりも奥側に位置する継手本体2
の内周面22は奥部に向かってテーパ面状に拡径されて
傾斜溝23とされている。The pipe joint 1 is of a type having a detachment preventing function, and includes a joint body 2 and a split ring 3 for pipe tightening.
And a sealing rubber ring 4. The joint body 2 is a cylindrical member made of polyethylene resin, and has a large-diameter end having a socket provided with an insertion opening for the resin pipe 5 to be connected, and an inner peripheral surface on the insertion opening side. An annular groove 21 is provided in the annular groove 21, and a sealing rubber ring 4 is mounted in the annular groove 21. The joint body 2 located on the back side of the rubber ring 4
Of the inner peripheral surface 22 is tapered toward the back to form an inclined groove 23.
【0019】この傾斜溝23内には、管締付け用の割り
リング3が遊嵌状態で配置されている。この割りリング
3はその管壁の一部が切り欠かれており、傾斜溝23の
内周面22にほぼ符合した傾斜外周面31を有してい
る。割りリング3はその自由状態において、その内径が
後述する樹脂管5の差口51の外径より少し小さくなる
ようにされており、その内周面に多数の鋸歯状の係止突
条32が設けられている。割りリング3は直鎖型ポリフ
ェニレンサルファイド樹脂から射出成形法にて成形され
ており、この場合、直鎖型ポリフェニレンサルファイド
樹脂はその曲げ弾性率が3630MPa、ノッチ付アイ
ゾット衝撃値が25J/mの機械的性質を有しているも
のを使用した〔ポリプラスチック株式会社の「フォート
ロン」(登録商標):グレード0220U9〕。In the inclined groove 23, a split ring 3 for pipe tightening is arranged in a loosely fitted state. The split ring 3 has a part of the pipe wall cut out, and has a slanted outer peripheral surface 31 substantially matching the inner circumferential surface 22 of the slanted groove 23. In the free state, the split ring 3 has an inner diameter slightly smaller than an outer diameter of a spigot 51 of the resin tube 5 described later, and a large number of saw-tooth-shaped locking projections 32 are provided on an inner peripheral surface thereof. Is provided. The split ring 3 is formed from a linear polyphenylene sulfide resin by an injection molding method. In this case, the linear polyphenylene sulfide resin has a flexural modulus of 3630 MPa and a notched Izod impact value of 25 J / m. Those having properties were used ["Polytron" (registered trademark) of Polyplastics Co., Ltd .: Grade 0220U9].
【0020】補強部材6は耐蝕性を有するステンレス鋼
製のものであり、図2に示すように、短円筒部61と折
り返し部62とを備えており、短円筒部61の外径は樹
脂管5の差口51の内径の97.5〜99.8%とされ
ている。短円筒部61の外周面には、図3に示すよう
に、すべり止め手段としての小突起63が切り起こされ
て周方向の4ヵ所に設けられている。折り返し部62
は、短円筒部61の一端部が外方に傘状に折り返されて
テーパ面とされている。The reinforcing member 6 is made of corrosion-resistant stainless steel and has a short cylindrical portion 61 and a folded portion 62 as shown in FIG. 2, and the outer diameter of the short cylindrical portion 61 is a resin pipe. 5 is 97.5 to 99.8% of the inner diameter of the port 51. As shown in FIG. 3, small protrusions 63 serving as non-slip means are cut and raised on the outer peripheral surface of the short cylindrical portion 61 and provided at four positions in the circumferential direction. Folding part 62
Is formed such that one end of the short cylindrical portion 61 is outwardly folded in an umbrella shape to form a tapered surface.
【0021】そして、図に示すように、折り返し部62
の先端が樹脂管5の差口51端面の外周縁を囲繞するよ
うになっており、折り返し部62の最大外径の大きさ
は、樹脂管5の差口51の外径の90〜100%とされ
ている。Then, as shown in FIG.
Is formed so as to surround the outer peripheral edge of the end face of the spout 51 of the resin pipe 5. The maximum outer diameter of the folded portion 62 is 90 to 100% of the outer diameter of the spout 51 of the resin pipe 5. It has been.
【0022】そして、樹脂管5の差口51を管継手1の
挿入口から奥側に向かって挿入すると、補強部材6の折
り返し部62の外周面のテーパ面64によって割りリン
グ3が押し広げられるので、奥側まで挿入することがで
きる。なお、継手本体2の受け口の奥部内周面には、補
強部材6の折り返し部62の外周面が当接する当接段部
24が形成されている。When the spigot 51 of the resin pipe 5 is inserted from the insertion opening of the pipe joint 1 toward the back, the split ring 3 is pushed out by the tapered surface 64 of the outer peripheral surface of the folded portion 62 of the reinforcing member 6. Therefore, it can be inserted to the back side. In addition, a contact step 24 with which the outer peripheral surface of the folded back portion 62 of the reinforcing member 6 comes into contact is formed on the inner peripheral surface at the back of the socket of the joint body 2.
【0023】この場合、割りリング3が直鎖型ポリフェ
ニレンサルファイド樹脂製のものであるので、拡径によ
って塑性変形や割れを起こすことがなく、その弾性復元
力によって樹脂管5の外径より少し小さい内径の元の自
由状態まで縮径することになる。In this case, since the split ring 3 is made of a linear polyphenylene sulfide resin, it does not cause plastic deformation or cracking due to the expansion, and its elastic restoring force makes it slightly smaller than the outer diameter of the resin pipe 5. The diameter is reduced to the original free state of the inner diameter.
【0024】さらに、管継手1は、折り返し部62の先
端が割りリング3より奥側まで挿入されると、樹脂管5
あるいは管継手1に樹脂管5の抜け方向の力が作用した
場合、割りリング3の鋸歯状の係止突条32の働きによ
り、樹脂管5の動きにともなって割りリング3も挿入口
側へ移動してその外周面31が傾斜溝23のテーパ面2
2に押し当たり、割りリング3が縮径する。したがっ
て、樹脂管5の差口51の外周面が割りリング3の内周
面にしっかりと把持され、樹脂管5の抜け止めが確実に
行われる。Further, when the end of the folded portion 62 is inserted deeper than the split ring 3, the pipe joint 1
Alternatively, when a force in the detaching direction of the resin pipe 5 is applied to the pipe joint 1, the split ring 3 is also moved toward the insertion port with the movement of the resin pipe 5 by the action of the serrated locking ridge 32 of the split ring 3. The outer peripheral surface 31 is moved and the tapered surface 2 of the inclined groove 23 is moved.
2 and the split ring 3 contracts in diameter. Therefore, the outer peripheral surface of the spigot 51 of the resin tube 5 is firmly gripped by the inner peripheral surface of the split ring 3, and the resin tube 5 is reliably prevented from coming off.
【0025】また、樹脂管5の差口51内に、補強部材
6の短円筒部61が圧入嵌合されることで、差口51が
内側から補強されているので、割りリング3やシール用
ゴム輪4によって締付け力が長期間にわたって継続して
樹脂管5に加えられても、樹脂管5の差口51がコール
ドフローによって寸法変形を起こすことがない。しか
も、補強部材6の短円筒部61の外周面にすべり止め手
段としての小突起63が周方向の4箇所に設けられてい
るので、補強部材6を継手本体2内に残した状態で樹脂
管5の差口51がすべり抜けるというトラブルも確実に
防止できる。Further, the spigot 51 is reinforced from the inside by press-fitting the short cylindrical portion 61 of the reinforcing member 6 into the spigot 51 of the resin pipe 5, so that the split ring 3 and the seal Even if the tightening force is continuously applied to the resin pipe 5 by the rubber ring 4 for a long time, the spigot 51 of the resin pipe 5 does not undergo dimensional deformation due to cold flow. In addition, since the small protrusions 63 serving as non-slip means are provided on the outer peripheral surface of the short cylindrical portion 61 of the reinforcing member 6 at four places in the circumferential direction, the resin pipe is left in the joint body 2 with the reinforcing member 6 left. The trouble that the spigot 51 of the No. 5 slips through can be surely prevented.
【0026】[0026]
【実施例1〜3】上記高密度ポリエチレン樹脂製の樹脂
管5、7として呼び径75mmのものを用い、接続部の
耐水圧性能を行った。具体的には、両樹脂管5、7の開
口端を栓体にて閉塞し、この閉塞した両樹脂管5、7を
所定の受け台上に載置して支持する。なお、樹脂管7側
の栓体は加圧ポンプと接続され、被試験体内に所定の内
水圧を付与できるようになっている。そして、補強部材
6の外径(d3)と樹脂管5の差口51の内径(d1)
との寸法比(d3/d1)、補強部材6の折り返し部の
外径(d4)と樹脂管5の差口51の外径(d2)との
寸法比(d4/d2)を変化させた各接続構造につい
て、加圧ポンプにて2.5MPaまでの内水圧を負荷し
て2分間保持し、その後、管の破壊最高圧力5.0MP
a前後までの内水圧を負荷して接続部からの漏れおよび
異常の有無を確認した。なお、d3/d1比が0.96
7〜0.972のものを比較例1〜3、d4/d2比が
0.893、1.008〜1.012のものを比較例4
〜6として同様に評価した。その結果を表1および表2
に示す。耐水圧試験の欄で、○印は管の破壊最高圧力
5.0MPaまで内水圧を負荷しても、漏水や管の抜け
などの接続部の異常がなかったことを示し、×印は接続
部に異常があったことを示す。表1に示すように、d3
/d1比が0.975〜0.998の範囲内で、かつ、
d4/d2比が0.900〜1.000であれば、十分
に止水できることが明らかである。なお、呼び径が10
0mmおよび150mmの樹脂管5、7についても、上
記と同様に性能評価した結果、表1に示すとおりの性能
を得ることができた。Examples 1 to 3 The resin pipes 5 and 7 made of high-density polyethylene resin having a nominal diameter of 75 mm were used, and the connection portions were subjected to water pressure resistance. Specifically, the open ends of both resin tubes 5 and 7 are closed with plugs, and both closed resin tubes 5 and 7 are placed and supported on a predetermined receiving stand. The plug on the resin tube 7 side is connected to a pressure pump so that a predetermined internal water pressure can be applied to the test object. Then, the outer diameter (d3) of the reinforcing member 6 and the inner diameter (d1) of the port 51 of the resin pipe 5
And the dimensional ratio (d4 / d2) between the outer diameter (d4) of the folded portion of the reinforcing member 6 and the outer diameter (d2) of the spout 51 of the resin pipe 5 is changed. Regarding the connection structure, an internal water pressure of up to 2.5 MPa is applied by a pressurizing pump and maintained for 2 minutes.
The internal water pressure was applied until about a, and the presence or absence of leakage and abnormalities from the connection part was confirmed. In addition, d3 / d1 ratio is 0.96.
7 to 0.972 for Comparative Examples 1 to 3, d4 / d2 ratio of 0.893, and 1.008 to 1.012 for Comparative Example 4.
-6 and evaluated similarly. Table 1 and Table 2 show the results.
Shown in In the column of water pressure resistance test, ○ indicates that even when the internal water pressure was applied up to the maximum burst pressure of the pipe of 5.0 MPa, there was no abnormality in the connection such as water leakage or disconnection of the pipe, and × indicates the connection. Indicates that there was an abnormality. As shown in Table 1, d3
/ D1 ratio is in the range of 0.975 to 0.998, and
When the d4 / d2 ratio is 0.900 to 1.000, it is clear that water can be sufficiently stopped. The nominal diameter is 10
The performance of the resin tubes 5 and 7 of 0 mm and 150 mm was evaluated in the same manner as described above, and as a result, the performance as shown in Table 1 could be obtained.
【0027】[0027]
【表1】 [Table 1]
【0028】[0028]
【表2】 [Table 2]
【0029】本発明においては、上記の実施の形態に限
定されない。たとえば、上記実施例では、継手本体2の
一側にのみ樹脂管5を接続するようにしたが、継手本体
2の両側に樹脂管5を接続できる構造にしてもよい。The present invention is not limited to the above embodiment. For example, in the above embodiment, the resin pipe 5 is connected to only one side of the joint main body 2, but a structure in which the resin pipe 5 can be connected to both sides of the joint main body 2 may be adopted.
【0030】[0030]
【発明の効果】請求項1または2記載の本発明の管接続
構造では、補強部材の外径が樹脂管の差し口の内径の9
7.5〜99.8%とされていることにより、受口内に
挿入接続される樹脂管の差口が補強部材にて好適に補強
され、この結果、受口内からの樹脂管の差口の抜けを管
締付け用の割りリングにて防止することができ、すぐれ
た耐水圧性能を有している。According to the pipe connection structure of the present invention, the outer diameter of the reinforcing member is 9 times the inner diameter of the inlet of the resin pipe.
By setting the ratio to 7.5 to 99.8%, the spigot of the resin pipe inserted and connected into the receptacle is suitably reinforced by the reinforcing member, and as a result, the spigot of the resin pipe from the receptacle is formed. The detachment can be prevented by the split ring for pipe tightening, and it has excellent water pressure resistance.
【0031】請求項2記載の本発明では、補強部材が折
り返し部を有し、この折り返し部の最大外径が差口の外
径の90〜100%とされているので、受口内に樹脂管
の差口を挿入する際に、補強部材の折り返し部先端が管
締付け用の割りリングの係止突条の刃先を傷つけること
がなく、十分な離脱防止効果ならびに耐水圧性能を長期
にわたって維持することができる。According to the second aspect of the present invention, the reinforcing member has a folded portion, and the maximum outer diameter of the folded portion is 90 to 100% of the outer diameter of the spigot. When inserting the spout, the tip of the folded part of the reinforcing member does not damage the cutting edge of the locking ridge of the split ring for pipe tightening, and maintains a sufficient separation prevention effect and water pressure resistance performance for a long time Can be.
【図1】本発明の管接続構造の第1実施例を示す半縦断
面図である。FIG. 1 is a half longitudinal sectional view showing a first embodiment of a pipe connection structure of the present invention.
【図2】図1における接続前の管継手を示す半縦断面図
である。FIG. 2 is a semi-longitudinal sectional view showing the pipe joint before connection in FIG.
【図3】図1における補強部材を示す半縦断面図であ
る。FIG. 3 is a semi-longitudinal sectional view showing a reinforcing member in FIG. 1;
1 管継手 2 継手本体 21 環状凹溝 22 内周面 23 傾斜溝 3 管締付け用の割りリング 31 傾斜外周面 32 鋸歯状の係止突条 4 シール用ゴム輪 5、7 樹脂管 51 差口 6 補強部材 61 短円筒部 62 折り返し部 63 小突起 REFERENCE SIGNS LIST 1 pipe joint 2 joint main body 21 annular concave groove 22 inner peripheral surface 23 inclined groove 3 split ring for pipe tightening 31 inclined outer peripheral surface 32 serrated locking ridge 4 rubber ring for sealing 5, 7 resin pipe 51 spout 6 Reinforcement member 61 Short cylindrical part 62 Folded part 63 Small protrusion
Claims (2)
れた環状凹溝内にシール用ゴム輪が装着され、このゴム
輪よりも奥側に位置する継手本体の内周面が奥部に向か
って拡径する傾斜溝を有し、この傾斜溝内に、その内周
面にほぼ符合した傾斜外周面を有する管締付け用の割り
リングが遊嵌状態で配置されてなる受口内に、差口内に
円筒状の補強部材が装着された樹脂管の差口が挿入接続
されてなる管接続構造において、 前記補強部材の外径が樹脂管の差口の内径の97.5〜
99.8%とされていることを特徴とする管接続構造。A rubber ring for sealing is mounted in an annular groove provided on an inner peripheral surface on an opening end side of a joint body, and an inner peripheral surface of the joint body located deeper than the rubber ring is provided. A receiving groove in which a split ring for tightening a pipe having an inclined groove having an inclined outer surface whose inner diameter is substantially matched with an inclined groove having an inclined groove whose diameter is increased toward a deep portion is disposed in the inclined groove; In a pipe connection structure in which a spigot of a resin pipe in which a cylindrical reinforcing member is mounted is inserted and connected in the spigot, an outer diameter of the reinforcing member is 97.5 to an inner diameter of the spigot of the resin pipe.
A pipe connection structure characterized by being 99.8%.
て折り返し部とされ、この折り返し部の最大外径が樹脂
管の差口の外径の90〜100%とされている請求項1
記載の管接続構造。2. A method according to claim 1, wherein one end of the reinforcing member is bent outward to form a folded portion, and the maximum outer diameter of the folded portion is 90 to 100% of the outer diameter of the spout of the resin pipe. Item 1
The described pipe connection structure.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30256398A JP3682173B2 (en) | 1998-10-23 | 1998-10-23 | Pipe connection structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP30256398A JP3682173B2 (en) | 1998-10-23 | 1998-10-23 | Pipe connection structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2000130659A true JP2000130659A (en) | 2000-05-12 |
JP3682173B2 JP3682173B2 (en) | 2005-08-10 |
Family
ID=17910491
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP30256398A Expired - Fee Related JP3682173B2 (en) | 1998-10-23 | 1998-10-23 | Pipe connection structure |
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Country | Link |
---|---|
JP (1) | JP3682173B2 (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012515299A (en) * | 2009-01-12 | 2012-07-05 | ウェイヴィン ビー.ヴィ. | Pipe parts with spigot ends |
WO2013137241A1 (en) * | 2012-03-14 | 2013-09-19 | 株式会社栗本鐵工所 | Pipe joint structure |
JP2015158214A (en) * | 2014-02-21 | 2015-09-03 | 日本鋳鉄管株式会社 | Pipe joint structure |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09210267A (en) * | 1996-01-31 | 1997-08-12 | Sekisui Chem Co Ltd | Pipe joint |
JPH10122459A (en) * | 1996-10-17 | 1998-05-15 | Kubota Corp | Removal preventing joint of polyolefine pipe |
JPH10122461A (en) * | 1996-10-17 | 1998-05-15 | Kubota Corp | Removal preventing joint of polyolefine pipe |
JPH10132177A (en) * | 1996-10-28 | 1998-05-22 | Sekisui Chem Co Ltd | Pipe end insert |
JPH11270764A (en) * | 1998-03-19 | 1999-10-05 | Suido Gijutsu Kaihatsu Kiko:Kk | Pipe joint structure |
-
1998
- 1998-10-23 JP JP30256398A patent/JP3682173B2/en not_active Expired - Fee Related
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH09210267A (en) * | 1996-01-31 | 1997-08-12 | Sekisui Chem Co Ltd | Pipe joint |
JPH10122459A (en) * | 1996-10-17 | 1998-05-15 | Kubota Corp | Removal preventing joint of polyolefine pipe |
JPH10122461A (en) * | 1996-10-17 | 1998-05-15 | Kubota Corp | Removal preventing joint of polyolefine pipe |
JPH10132177A (en) * | 1996-10-28 | 1998-05-22 | Sekisui Chem Co Ltd | Pipe end insert |
JPH11270764A (en) * | 1998-03-19 | 1999-10-05 | Suido Gijutsu Kaihatsu Kiko:Kk | Pipe joint structure |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2012515299A (en) * | 2009-01-12 | 2012-07-05 | ウェイヴィン ビー.ヴィ. | Pipe parts with spigot ends |
JP2015108450A (en) * | 2009-01-12 | 2015-06-11 | ウェイヴィン ビー.ヴィ. | Pipe part provided with spigot end part |
WO2013137241A1 (en) * | 2012-03-14 | 2013-09-19 | 株式会社栗本鐵工所 | Pipe joint structure |
JP2013190049A (en) * | 2012-03-14 | 2013-09-26 | Kurimoto Ltd | Pipe joint structure |
JP2015158214A (en) * | 2014-02-21 | 2015-09-03 | 日本鋳鉄管株式会社 | Pipe joint structure |
Also Published As
Publication number | Publication date |
---|---|
JP3682173B2 (en) | 2005-08-10 |
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