JP2005140138A - Pipe joint structure - Google Patents

Pipe joint structure Download PDF

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Publication number
JP2005140138A
JP2005140138A JP2003373851A JP2003373851A JP2005140138A JP 2005140138 A JP2005140138 A JP 2005140138A JP 2003373851 A JP2003373851 A JP 2003373851A JP 2003373851 A JP2003373851 A JP 2003373851A JP 2005140138 A JP2005140138 A JP 2005140138A
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JP
Japan
Prior art keywords
lock ring
joint structure
port
pipe joint
receiving
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JP2003373851A
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Japanese (ja)
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JP2005140138A5 (en
Inventor
Toshio Toshima
敏雄 戸島
Takashi Yokomizo
貴司 横溝
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Kubota Corp
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Kubota Corp
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Application filed by Kubota Corp filed Critical Kubota Corp
Priority to JP2003373851A priority Critical patent/JP2005140138A/en
Priority to KR1020057012649A priority patent/KR101064549B1/en
Priority to DE60335027T priority patent/DE60335027D1/en
Priority to PCT/JP2003/016499 priority patent/WO2004061354A1/en
Priority to AU2003289506A priority patent/AU2003289506A1/en
Priority to US10/539,744 priority patent/US7243954B2/en
Priority to EP03781016A priority patent/EP1584854B1/en
Priority to TW092136983A priority patent/TWI295717B/en
Publication of JP2005140138A publication Critical patent/JP2005140138A/en
Publication of JP2005140138A5 publication Critical patent/JP2005140138A5/ja
Pending legal-status Critical Current

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Abstract

<P>PROBLEM TO BE SOLVED: To surely prevent the floating of a lock ring from an outer periphery of a spigot when the tensile force is acted on a joint part and to surely prevent the separation by the lock ring of a narrow axial width even when a length of a clearance between an inner face of a socket and an outer face of the spigot is changed to some degree. <P>SOLUTION: A part kept into contact with an accommodation groove 7, of the lock ring 8 is taper faces 18a, 18b, inclination angles θ1, θ2 of the taper faces are changed in accordance with a radial length L from a surface of the spigot 5 to the contact part, and the component force F1 in the direction perpendicular to the taper faces 18a, 18b, of the separation preventing force against the separation force added to the joint part is passed through an opening side of the socket 3 with respect to a contact point 15 with the outer periphery of the spigot 5 at the lock ring 8. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

本発明は、管の継手構造に関する。   The present invention relates to a pipe joint structure.

継手部に伸縮機能及び離脱防止機能、すなわち耐震機能を有する管の継手構造として、図7に示すようなものが知られている。
図7に示す耐震継手1は、一方の管2における受口3内に他方の管4における挿口5が挿入されて構成されている。この受口3の内面には、受口3の開口側から管軸方向受口奥側に向けてシール材圧接面6及びロックリング収容溝7が形成されており、このロックリング収容溝7に周方向一つ割のロックリング8が収容され、挿口5が、挿口突部9をロックリング8内側を通過させて受口3の奥側に達するまで挿入されている。
As a joint structure of a pipe having an expansion / contraction function and a detachment preventing function, that is, an earthquake resistance function, a joint as shown in FIG. 7 is known.
The seismic joint 1 shown in FIG. 7 is configured by inserting an insertion port 5 in the other tube 4 into a receiving port 3 in one tube 2. A seal material pressure contact surface 6 and a lock ring receiving groove 7 are formed on the inner surface of the receiving port 3 from the opening side of the receiving port 3 toward the inner side of the tube axis direction receiving port. The lock ring 8 divided by 10% in the circumferential direction is accommodated, and the insertion port 5 is inserted until the insertion projection 9 passes through the inside of the lock ring 8 and reaches the back side of the receiving port 3.

挿口5の外周にはあらかじめ、樹脂製のバックアップリング10、ゴム製のシール材11、このシール材11に接触可能な割輪12及びこの割輪12を押圧可能な押輪13が配置されており、このシール材11をシール材圧接面6に接触させ、受口3の端面に植え込まれた複数のボルト14aを押輪13に形成された複数の丸孔13aに通し、ナット14bをねじ締めすることによって、押輪13及び割輪12を受口3の奥側に向かって押圧し、シール材圧接面6と挿口5の外周との間でシール材11を圧縮することによって、継手部にシール機能を付与した状態で受口3と挿口5とが互いに接合されている。   A resin backup ring 10, a rubber seal material 11, a split ring 12 that can come into contact with the seal material 11, and a press ring 13 that can press the split ring 12 are arranged in advance on the outer periphery of the insertion slot 5. The sealing material 11 is brought into contact with the sealing material pressure contact surface 6, the plurality of bolts 14 a implanted in the end surface of the receiving port 3 are passed through the plurality of round holes 13 a formed in the presser wheel 13, and the nut 14 b is screwed. Thus, the push ring 13 and the split ring 12 are pressed toward the back side of the receiving port 3, and the seal material 11 is compressed between the seal material pressure contact surface 6 and the outer periphery of the insertion port 5, thereby sealing the joint portion. In the state which provided the function, the receptacle 3 and the insertion slot 5 are mutually joined.

上記のように構成された耐震継手1に地震などによる大きな引張力が作用したときには、挿口5が図中の仮想線で示す受口3の奥側に挿入されている状態から、実線で示すように挿口突部9がロックリング8にかかり合う状態まで、すなわち所定の範囲だけ受口3に対して抜け出すことで伸縮機能を発揮することができ、また、挿口5における挿口突部9が受口3の奥側からロックリング8にかかり合うことで離脱防止機能を発揮することができる。   When a large tensile force due to an earthquake or the like is applied to the earthquake-resistant joint 1 configured as described above, the insertion port 5 is indicated by a solid line from the state where it is inserted on the back side of the reception port 3 indicated by a virtual line in the figure. In this way, the insertion / projection function can be exhibited until the insertion projection 9 comes into contact with the lock ring 8, that is, when the insertion projection 3 comes out of the receptacle 3 only within a predetermined range. The function of preventing separation can be exhibited by engaging 9 with the lock ring 8 from the back side of the receiving port 3.

ところで、上記のような耐震継手1において、継手部に引張力が作用した際のロックリング8には、図8に示すように、受口3から挿口5を引き抜こうとする引張力Rが挿口突部9から作用し、かつ受口3から挿口5が抜け出すのを阻止しようとする離脱阻止力Fがロックリング収容溝7における受口開口側の側面7aから作用する。   By the way, in the seismic joint 1 as described above, the tensile force R for pulling out the insertion port 5 from the receiving port 3 is inserted into the lock ring 8 when a tensile force is applied to the joint part as shown in FIG. A detachment prevention force F acting from the mouth projection 9 and trying to prevent the insertion opening 5 from coming out of the receptacle 3 acts from the side surface 7 a on the receptacle opening side in the lock ring housing groove 7.

このとき、離脱阻止力Fと引張力Rとの作用線が同一直線上に存在しないため、ロックリング8には、図示のように時計回り方向の回転力Tが発生し、この耐震継手1に作用する引張力が非常に大きな場合には、図中の仮想線にて示すように、周方向一つ割のロックリング8は、その受口奥側の側面と挿口の外周との接点15を回転中心として弾性変形しつつ挿口5の外周から浮き上がってしまうことがある。このように、ロックリング8が挿口5の外周から浮き上がってしまうと、適正な離脱防止機能を発揮できなくなる恐れがあった。   At this time, since the line of action of the separation preventing force F and the tensile force R does not exist on the same straight line, a rotational force T in the clockwise direction is generated in the lock ring 8 as shown in the figure. When the acting tensile force is very large, as shown by the phantom line in the figure, the lock ring 8 divided by 10% in the circumferential direction has a contact point 15 between the side surface on the back side of the receiving port and the outer periphery of the insertion port. May rise from the outer periphery of the insertion slot 5 while being elastically deformed around the center of rotation. As described above, if the lock ring 8 is lifted from the outer periphery of the insertion slot 5, there is a possibility that an appropriate detachment preventing function cannot be exhibited.

そこで、図9に示すように、ロックリング8の横断面形状を、挿口5の外周と接する底辺8cを長辺とし、かつロックリング8における受口開口側及び受口奥側の側面にテーパ面8a及びテーパ面8bを有する等脚台形状に形成し、継手部に引張力が作用した際にテーパ面8aによってロックリング8に挿口外面に対する離脱阻止力Fの分力F1が発生するように構成し、この分力F1によってロックリング8が挿口5の外周から浮き上がるのを防止するようにしている(特許文献1)。   Therefore, as shown in FIG. 9, the cross-sectional shape of the lock ring 8 is such that the bottom side 8 c in contact with the outer periphery of the insertion port 5 is a long side, and the side surface of the lock ring 8 on the receiving opening side and the receiving port back side is tapered. It is formed in an isosceles trapezoidal shape having a surface 8a and a tapered surface 8b, and when the tensile force is applied to the joint portion, the taper surface 8a generates a component force F1 of the separation preventing force F with respect to the outer surface of the insertion port. The lock ring 8 is prevented from floating from the outer periphery of the insertion slot 5 by this component force F1 (Patent Document 1).

すなわち、ロックリング収容溝7からロックリング8に作用する管軸方向の離脱阻止力Fにおけるテーパ面8aに垂直な方向の分力F1の作用線17が、図9に示すように、ロックリング8の回転中心となる接触点15よりも受口開口側を通過するようにし、例えば作用線17が接触点15より距離dだけ離れて通過すると、ロックリング8には、回転力T=F1・dが作用し、これによってロックリングの浮き上がりを防止するのである。   That is, the acting line 17 of the component force F1 in the direction perpendicular to the tapered surface 8a in the tube shaft direction disengagement preventing force F acting on the lock ring 8 from the lock ring housing groove 7 is as shown in FIG. For example, when the action line 17 passes a distance d away from the contact point 15 with respect to the contact point 15 which is the center of rotation, the rotational force T = F1 · d is applied to the lock ring 8. Acts to prevent the lock ring from lifting up.

なお、このときの離脱阻止力Fにおけるテーパ面8aに沿った方向の分力F2は、ロックリング8の挿口5の外周からの浮き上がりに大きな影響を与えない。
特開2002−5361号公報
Note that the component force F2 in the direction along the tapered surface 8a in the separation preventing force F at this time does not significantly affect the lifting of the lock ring 8 from the outer periphery of the insertion port 5.
JP 2002-5361 A

ところで、ロックリング8のテーパ面8aに生じる分力F1の方向は、テーパ面8aの傾斜角θによって決まるので、受口3内面と挿口5外面の距離Lによっては上記浮き上がり防止の条件を満足しなくなる場合がある。   By the way, the direction of the component force F1 generated on the taper surface 8a of the lock ring 8 is determined by the inclination angle θ of the taper surface 8a. Therefore, depending on the distance L between the inner surface of the receiving port 3 and the outer surface of the insertion port 5, the above-mentioned lift prevention condition is satisfied. There are times when it stops.

例えば図10に示すように、受口内径がプラス最大の公差値、挿口外径がマイナス最小の公差値となった場合、前述の距離dは最大となるので、分力F1の作用線17が図10に示すようにロックリングにおける回転中心となる接点15よりも受口奥側を通過するようになってしまい、挿口5の外周から浮き上がってしまう場合がある。   For example, as shown in FIG. 10, when the inner diameter of the receiving port is a plus maximum tolerance value and the outer diameter of the insertion port is a minus minimum tolerance value, the above-mentioned distance d is maximized, so that the action line 17 of the component force F1 is As shown in FIG. 10, it may pass through the receiving port deeper side than the contact 15 that becomes the rotation center of the lock ring, and may rise from the outer periphery of the insertion port 5.

従って、このようなことがないように、ロックリング8の底辺の長さを十分に大きくしておく必要があり、管径による公差によっては、必要以上に軸方向幅の広いロックリング8を用いなければならなくなる場合があるといった問題があった。   Therefore, the length of the bottom side of the lock ring 8 needs to be sufficiently large so that this does not occur. Depending on the tolerance due to the tube diameter, the lock ring 8 having a wider axial width than necessary is used. There was a problem that it might be necessary.

特に、図11に示すように底辺8cの幅Mが狭く高さが高い、断面が縦方向に高い形状をなすロックリングの場合は、受口開口側面のテーパ面8aに生じる分力F1が挿口外面と受口内面との間の間隔が僅かに変化するだけで、接点15位置を管受口奥方側へと簡単に越えてしまうので、これを防止するにはロックリングの軸方向幅Mを相当広くしなければならず、部品の小型化、継手の小型化が出来なくなる問題があった。   In particular, as shown in FIG. 11, in the case of a lock ring having a shape in which the width M of the base 8c is narrow and the height is high, and the cross section is high in the vertical direction, the component force F1 generated on the tapered surface 8a on the side surface of the receiving opening is inserted. Since the distance between the outer surface of the mouth and the inner surface of the mouth is slightly changed and the position of the contact 15 is easily exceeded to the back side of the tube mouth, the axial width M of the lock ring can be prevented. There is a problem that the size of parts and the size of joints cannot be reduced.

そこで本発明は、このような問題点を解決して、継手部に引張力が作用したときに、ロックリングが挿口の外周から浮き上がるのを確実に防止でき、しかも受口内面と挿口外面間の隙間距離が少々変化しても幅の狭いロックリングで確実に離脱防止を図れるようにすることを課題としてなされたものである。   Therefore, the present invention solves such problems and can reliably prevent the lock ring from floating from the outer periphery of the insertion port when a tensile force is applied to the joint portion. An object of the present invention is to make it possible to reliably prevent detachment with a narrow lock ring even if the gap distance between them changes slightly.

上記課題を解決するためにこの発明は、一方の管の受口の内面に形成されたロックリング収容溝にロックリングが収容され、前記受口に挿入される他方の管の挿口の先端の外周に形成された外周突部が前記ロックリングにおける受口奥側部にかかり合い可能に構成され、かつ前記ロックリングにおける受口開口側部が前記ロックリング収容溝にかかり合い可能に構成されることで前記受口から前記挿口が離脱するのを防止可能な管の継手構造において、前記ロックリングにおける前記ロックリング収容溝と接触する部分が、前記受口の開口側に対して先すぼまり状となるテーパ面とされ、かつ該テーパ面の前記挿口表面に対する傾斜角が、前記挿口表面から前記接触する部分までの径方向距離に応じて変化するようにされ、前記受口から前記挿口が離脱するのを阻止する管軸方向の離脱阻止力が、前記ロックリング収容溝から前記テーパ面を介して前記ロックリングに伝達されるときに、前記ロックリングにおける受口開口側部に対する前記ロックリング収容溝のかかり合う位置の前記挿口外面からの径方向距離に拘わらず、前記離脱阻止力の前記テーパ面に垂直な方向の分力の作用線が前記ロックリングにおける前記受口奥側部と前記挿口の外周との接点よりも前記受口の開口側を通過するようにしたことを特徴とするものである。   In order to solve the above-mentioned problem, the present invention is configured such that a lock ring is housed in a lock ring housing groove formed on an inner surface of a receiving port of one tube, and a tip of an insertion port of the other tube inserted into the receiving port. An outer peripheral protrusion formed on the outer periphery is configured to be able to engage with the receiving port back side portion of the lock ring, and a receiving port opening side portion of the lock ring is configured to be able to engage with the lock ring receiving groove. Thus, in the joint structure of the pipe capable of preventing the insertion port from being detached from the receiving port, a portion of the lock ring that contacts the lock ring receiving groove is pointed forward with respect to the opening side of the receiving port. It is a tapered surface that becomes a ball-like shape, and an inclination angle of the tapered surface with respect to the insertion surface changes according to a radial distance from the insertion surface to the contacting portion, and from the receiving port. Above When a detachment preventing force in the tube axis direction that prevents the mouth from detaching is transmitted from the lock ring housing groove to the lock ring via the tapered surface, the lock opening with respect to the receiving opening side portion of the lock ring. Regardless of the radial distance from the outer surface of the insertion port at the position where the lock ring receiving groove is engaged, the line of action of the component force in the direction perpendicular to the tapered surface of the separation preventing force is the back side of the receiving port in the lock ring. It is characterized by passing through the opening side of the receiving port rather than the contact point between the portion and the outer periphery of the insertion port.

このような構成によれば、ロックリングに作用する管軸方向の離脱阻止力におけるテーパ面に垂直な方向の分力の作用線が、受口内面と挿口外面との間の間隔が大きくなっても次第に小さくなる傾斜角によって、傾斜面によって生じる分力の向く方向が、受口開口側となるので、前記分力の作用線が接触点より受口開口側を通過するようになり、軸方向幅の小さいロックリングであっても確実に離脱防止機能が発揮されるのである。   According to such a configuration, the action line of the component force in the direction perpendicular to the taper surface in the tube shaft direction separation preventing force acting on the lock ring increases the distance between the inner surface of the receiving port and the outer surface of the insertion port. However, due to the gradually decreasing inclination angle, the direction of the component force generated by the inclined surface is the receiving opening side, so that the line of action of the component force passes from the contact point to the receiving opening side. Even with a lock ring having a small directional width, the function of preventing separation is surely exhibited.

次に、本発明の管の継手構造を説明する。
なお、以下に説明する実施の形態1〜4において、従来の管の継手構造において既に説明したものと同様のものには、図7〜図11において使用した符号と同一の符号を付すことで、その詳細な説明を省略する。
(実施の形態1)
図1に示すように、一方の管2における受口3には他方の管4における挿口5が挿入されており、挿口5の先端側の外周には外周突部である挿口突部9が形成されている。
Next, the pipe joint structure of the present invention will be described.
In the first to fourth embodiments described below, the same reference numerals as those used in FIGS. 7 to 11 are given to the same parts as those already described in the conventional pipe joint structure. Detailed description thereof is omitted.
(Embodiment 1)
As shown in FIG. 1, an insertion port 5 in the other tube 4 is inserted into the receiving port 3 in one tube 2, and an insertion projection that is an outer peripheral projection on the outer periphery of the distal end side of the insertion port 5. 9 is formed.

受口3の内面には、図示のように断面コ字状をなし受口3内面に開口するロックリング収容溝7が形成されている。
ロックリング収容溝7には周方向一つ割のロックリング8が収容されており、このロックリング8における受口開口側部である開口側側面8aと受口奥側部である奥側側面8bとが挿口5の外周に対して垂直になるように形成されており、この奥側側面8bは挿口突部9の受口開口側の端面と面接触可能なように形成されている。また、このロックリング8の開口側側面8aにおけるロックリング収容溝7の開口縁7aに対応する部分には受口開口側に対して先すぼまり状となるリング側テーパ面であって傾斜角が段階的に変化するテーパ面18a、18bが形成され、開口縁7aとリング側テーパ面18a、18bとは点(線)接触するようにされている。
On the inner surface of the receiving port 3, a lock ring receiving groove 7 having a U-shaped cross section and opening to the inner surface of the receiving port 3 is formed as shown in the figure.
The lock ring housing groove 7 accommodates a lock ring 8 which is divided by 10% in the circumferential direction. The lock ring 8 has an opening side surface 8a which is a receiving opening side and a back side surface 8b which is a receiving back side. Are formed so as to be perpendicular to the outer periphery of the insertion opening 5, and the back side surface 8 b is formed so as to be in surface contact with the end face of the insertion opening protrusion 9 on the receiving opening side. In addition, a portion corresponding to the opening edge 7a of the lock ring receiving groove 7 on the opening side surface 8a of the lock ring 8 is a ring-side tapered surface that has a tapered shape with respect to the receiving opening side, and has an inclination angle. Are formed so that the opening edge 7a and the ring-side tapered surfaces 18a, 18b are in point (line) contact.

ここで、リング側テーパ面18aの傾斜角θ1は、受口内面から挿口外面までの距離をL、ロックリング収容溝7の開口縁7aから接触点15までの距離をMとしたときに、
M>Ltanθ1…(A)
を満たすような角度θ1とされている。
Here, the inclination angle θ1 of the ring-side taper surface 18a is set such that the distance from the inner surface of the receiving port to the outer surface of the insertion port is L, and the distance from the opening edge 7a of the lock ring housing groove 7 to the contact point 15 is M.
M> Ltan θ1 (A)
The angle θ1 is set so as to satisfy the above condition.

一方、角度θ1のテーパ面だけであるとロックリングの軸方向幅m{=〔M+(L−f)cotθ1〕(fは垂直部の高さ)}と、θ1とLの関係で
M=Ltanθ1…(B)
となる点があり得る。
On the other hand, if the taper surface has an angle θ1, only the axial width m {= [M + (L−f) cot θ1] (f is the height of the vertical portion)} and the relationship between θ1 and L, M = Ltan θ1 ... (B)
There can be a point.

従って、(B)となる点を境として、もう一つの傾斜面18bの傾斜角θ2を
Ltanθ1>Ltanθ2、かつM>Ltanθ2
を満足するようように設定するのである。
Therefore, with the point of (B) as the boundary, the inclination angle θ2 of the other inclined surface 18b is set to Ltanθ1> Ltanθ2 and M> Ltanθ2
Is set so as to satisfy the above.

すなわち、このテーパ面18a、18bは、受口内径をD1、挿口管の外径をD2としたとき(D1−D2)/2=Lにおける距離Lが大きくなるほど傾斜角θが小さくなるようにされ、図示例の場合は、小さい値のLに対応する第一段目の傾斜面18aの傾斜角θ1に対し、大きい値のLに対応する第二段目の傾斜面18bの傾斜角θ2が小さくなるようにされ、それぞれの斜面18a、18bにロックリング収納溝7の開口縁7aが接することによって発生する、斜面18a、18bに対して直角な方向の分力F1が、ロックリング8と挿口外面との接点15を通過するようになる前に受口開口側へと変化するようにされている。   In other words, the tapered surfaces 18a and 18b are such that the inclination angle θ becomes smaller as the distance L at (D1−D2) / 2 = L becomes larger when the inner diameter of the receiving port is D1 and the outer diameter of the insertion tube is D2. In the illustrated example, the inclination angle θ2 of the second-stage inclined surface 18b corresponding to the large value L is smaller than the inclination angle θ1 of the first-stage inclined surface 18a corresponding to the small value L. A component force F1 in a direction perpendicular to the inclined surfaces 18a and 18b, which is generated when the opening edge 7a of the lock ring receiving groove 7 is in contact with the inclined surfaces 18a and 18b, is inserted into the lock ring 8 and the inclined surfaces 18a and 18b. Before passing through the contact 15 with the outer surface of the mouth, it changes to the receiving opening side.

このような構造の継手部において、地震等により大きな引張力が作用した場合には、ロックリング収容溝7における溝側テーパ面7bからロックリング8におけるリング側テーパ面18a、18bに作用する離脱阻止力Fは、受口内面から挿口外面までの距離Lの大小にかかわらす、テーパ面18a、18bに垂直な方向の分力F1は必ず接点15より受口開口側を通過するようになり、これにより、ロックリング18には、挿口5の外周から浮き上がらない方向、すなわち反対にロックリング18が挿口5の外周に押し付けられる方向の回転力T=F1・dが接触点15を回転中心として作用する。   In the joint portion having such a structure, when a large tensile force is applied due to an earthquake or the like, separation prevention that acts on the ring side taper surfaces 18a and 18b of the lock ring 8 from the groove side taper surface 7b of the lock ring housing groove 7 is performed. The force F is related to the distance L from the inner surface of the receiving port to the outer surface of the insertion port. The component force F1 in the direction perpendicular to the tapered surfaces 18a and 18b always passes through the receiving port opening side from the contact point 15. Accordingly, the rotational force T = F1 · d in the direction in which the lock ring 18 does not float from the outer periphery of the insertion port 5, that is, the direction in which the lock ring 18 is pressed against the outer periphery of the insertion port 5, is rotated about the contact point 15. Acts as

したがって、ロックリング収容溝7における受口開口側の側面7aに溝側テーパ面7bが形成され、かつロックリング18の開口側側面18aにもリング側テーパ面18cが形成されている場合には、上記の不等式(A)に基づいて受口内面と挿口外面との距離Lに対し傾斜角θの角度を調整することで軸方向幅の小さいロックリング18とすることができるのである。   Therefore, when the groove-side tapered surface 7b is formed on the side surface 7a on the receiving opening side of the lock ring housing groove 7 and the ring-side tapered surface 18c is also formed on the opening-side side surface 18a of the lock ring 18, The lock ring 18 having a small axial width can be obtained by adjusting the inclination angle θ with respect to the distance L between the inner surface of the receiving port and the outer surface of the insertion port based on the inequality (A).

(実施の形態2)
実施の形態2において説明する管の継手構造は、図3に示すように実施の形態1において説明した管の継手構造におけるロックリング8の傾斜面を三段にわたって変化させたものであり、傾斜角θ1〜θ3の変化量を少なく、かつ多段に形成できるので、Lの値の変化、すなわち公差が大きい場合に適することとなる。
(実施の形態3)
実施の形態3において説明する管の継手構造は、図4に示すように実施の形態2において説明した管の継手構造におけるロックリング8の傾斜面の変化を更に細かく変化させて曲面とした場合を示し、単なる円曲線のほか、二次曲線等としたものである。
(Embodiment 2)
In the pipe joint structure described in the second embodiment, the inclined surface of the lock ring 8 in the pipe joint structure described in the first embodiment is changed in three stages as shown in FIG. Since the change amount of θ1 to θ3 is small and can be formed in multiple stages, it is suitable when the value of L, that is, the tolerance is large.
(Embodiment 3)
In the pipe joint structure described in the third embodiment, as shown in FIG. 4, the change in the inclined surface of the lock ring 8 in the pipe joint structure described in the second embodiment is further changed into a curved surface. In addition to a simple circular curve, it is a quadratic curve or the like.

この場合もLの変化に対してきめ細かい抜け出し防止力の発生、並びにロックリングの転倒防止効果が得られる。
(実施の形態4)
実施の形態4において説明する管の継手構造は、図5に示すように実施の形態3において説明した管の継手構造におけるロックリング8の傾斜面の変化を直線と曲面の組み合わせとしたものである。
Also in this case, it is possible to obtain a fine pull-out prevention force against the change in L and to prevent the lock ring from falling.
(Embodiment 4)
In the pipe joint structure described in the fourth embodiment, as shown in FIG. 5, the change in the inclined surface of the lock ring 8 in the pipe joint structure described in the third embodiment is a combination of a straight line and a curved surface. .

この場合もLの変化に対してきめ細かい抜け出し防止力の発生、並びにロックリングの転倒防止効果が得られる。
なお、上記実施の形態としてロックリング収容溝7の側面7aとして管軸に対して直角のものを示したが、図6に示すように垂直な側面7aの下方開口部の側面7bを受口開口方向へ傾斜したものについても同様に実施できる。
Also in this case, it is possible to obtain a fine pull-out prevention force against the change in L and to prevent the lock ring from falling.
In the above embodiment, the side surface 7a of the lock ring housing groove 7 is perpendicular to the tube axis. However, as shown in FIG. It can carry out similarly about what inclined to the direction.

本発明の実施の形態1の管の継手構造の作用を示す断面図である。It is sectional drawing which shows the effect | action of the joint structure of the pipe | tube of Embodiment 1 of this invention. 本発明の実施の形態1の管の継手構造の他の作用を示す断面図である。It is sectional drawing which shows the other effect | action of the joint structure of the pipe | tube of Embodiment 1 of this invention. 本発明の実施の形態2の管の継手構造を示す断面図である。It is sectional drawing which shows the joint structure of the pipe | tube of Embodiment 2 of this invention. 本発明の実施の形態3の管の継手構造を示す断面図である。It is sectional drawing which shows the joint structure of the pipe | tube of Embodiment 3 of this invention. 本発明の実施の形態4の管の継手構造を示す断面図である。It is sectional drawing which shows the joint structure of the pipe | tube of Embodiment 4 of this invention. 各実施の形態における他の構成例を示す断面図である。It is sectional drawing which shows the other structural example in each embodiment. 耐震機能を有する従来の管の継手部を示す断面図である。It is sectional drawing which shows the coupling part of the conventional pipe | tube which has an earthquake resistance function. 従来の管の継手構造におけるロックリングに、このロックリングを挿口の外周から浮き上がらせる回転力が作用している状態を示す図である。It is a figure which shows the state which the rotational force which raises this lock ring from the outer periphery of an insertion port is acting on the lock ring in the conventional joint structure of a pipe | tube. 従来の技術において、図8に示した回転力の発生を防止するための管の継手構造を示す図である。FIG. 9 is a diagram showing a pipe joint structure for preventing the generation of the rotational force shown in FIG. 8 in the conventional technique. 従来の技術における管の継手構造において、挿口の外周からロックリングを浮き上がらせる回転力がロックリングに作用している状態を示す図である。In the joint structure of the pipe | tube in a prior art, it is a figure which shows the state in which the rotational force which lifts a lock ring from the outer periphery of an insertion slot is acting on the lock ring. 従来の技術におけるロックリングに浮き上がらせる回転力が作用している状態を示す説明図である。It is explanatory drawing which shows the state in which the rotational force which floats on the lock ring in the prior art is acting.

符号の説明Explanation of symbols

1 耐震継手
2 一方の管
3 受口
4 他方の管
5 挿口
7 ロックリング収容溝
7a 受口開口側側面
8 ロックリング
9 挿口突部
15 接点(回転中心)
17 作用線
18a 傾斜面
18b 傾斜面
18c 傾斜面
18d 湾曲面
F 離脱阻止力
θ 傾斜角
DESCRIPTION OF SYMBOLS 1 Earthquake-resistant joint 2 One pipe 3 Receptacle 4 The other pipe 5 Insertion 7 Lock ring accommodation groove 7a Receptacle opening side surface 8 Lock ring 9 Insertion protrusion 15 Contact (rotation center)
17 Action Line 18a Inclined Surface 18b Inclined Surface 18c Inclined Surface 18d Curved Surface F Detachment Prevention Force θ Inclination Angle

Claims (4)

一方の管の受口の内面に形成されたロックリング収容溝にロックリングが収容され、前記受口に挿入される他方の管の挿口の先端の外周に形成された外周突部が前記ロックリングにおける受口奥側部にかかり合い可能に構成され、かつ前記ロックリングにおける受口開口側部が前記ロックリング収容溝にかかり合い可能に構成されることで前記受口から前記挿口が離脱するのを防止可能な管の継手構造において、前記ロックリングにおける前記ロックリング収容溝と接触する部分が、前記受口の開口側に対して先すぼまり状となるテーパ面とされ、かつ該テーパ面の前記挿口表面に対する傾斜角が、前記挿口表面から前記接触する部分までの径方向距離に応じて変化するようにされ、前記受口から前記挿口が離脱するのを阻止する管軸方向の離脱阻止力が、前記ロックリング収容溝から前記テーパ面を介して前記ロックリングに伝達されるときに、前記ロックリングにおける受口開口側部に対する前記ロックリング収容溝のかかり合う位置の前記挿口外面からの径方向距離に拘わらず、前記離脱阻止力の前記テーパ面に垂直な方向の分力の作用線が前記ロックリングにおける前記受口奥側部と前記挿口の外周との接点よりも前記受口の開口側を通過するようにしたことを特徴とする管の継手構造。 A lock ring is housed in a lock ring housing groove formed on the inner surface of the receiving port of one tube, and an outer peripheral protrusion formed on the outer periphery of the distal end of the insertion port of the other tube inserted into the receiving port is the lock. The insertion port is configured to be able to engage with the receiving port back side portion of the ring, and the insertion port is separated from the receiving port by configuring the receiving port opening side portion of the lock ring to be able to engage with the lock ring receiving groove. In the pipe joint structure that can be prevented, the portion of the lock ring that contacts the lock ring receiving groove is a tapered surface that is tapered toward the opening side of the receiving port, and An angle of inclination of the tapered surface with respect to the insertion surface is changed according to a radial distance from the insertion surface to the contacting portion, and the tube prevents the insertion port from being detached from the receiving port. Axial The insertion opening at a position where the lock ring receiving groove contacts the receiving opening opening side portion of the lock ring when a disengagement preventing force is transmitted from the lock ring receiving groove to the lock ring via the tapered surface. Regardless of the radial distance from the outer surface, the line of action of the component force in the direction perpendicular to the taper surface of the detachment preventing force is more than the contact point between the back side of the lock port and the outer periphery of the insertion port. A pipe joint structure characterized by passing through the opening side of the receiving port. 請求項1の管の継手構造におけるロックリングのテーパ面の挿口表面からロックリング収納溝と接触する部分までの径方向距離が大きくなるほど、前記テーパ面の傾斜角が、段階的に小さくなるようにされている管の継手構造。 In the pipe joint structure according to claim 1, as the radial distance from the insertion surface of the tapered surface of the lock ring to the portion in contact with the lock ring storage groove increases, the inclination angle of the tapered surface decreases stepwise. Pipe joint structure. 請求項1の管の継手構造におけるロックリングのテーパ面の挿口表面からロックリング収納溝と接触する部分までの径方向距離が大きくなるに従い、前記テーパ面の傾斜角が無段階状に小さくなる滑らかな湾曲面とされている管の継手構造。 The inclination angle of the taper surface decreases steplessly as the radial distance from the insertion surface of the taper surface of the lock ring in the pipe joint structure according to claim 1 to the portion in contact with the lock ring storage groove increases. Pipe joint structure with a smooth curved surface. 請求項2の管の継手構造におけるロックリングのテーパ面の傾斜面が、段階的に変化する直線状傾斜面と無段階状に変化する滑らかな湾曲面との組み合わせとされてなる管の継手構造。
3. A pipe joint structure in which the inclined surface of the tapered surface of the lock ring in the pipe joint structure of claim 2 is a combination of a linearly inclined surface that changes stepwise and a smooth curved surface that changes stepwise. .
JP2003373851A 2003-01-07 2003-11-04 Pipe joint structure Pending JP2005140138A (en)

Priority Applications (8)

Application Number Priority Date Filing Date Title
JP2003373851A JP2005140138A (en) 2003-11-04 2003-11-04 Pipe joint structure
KR1020057012649A KR101064549B1 (en) 2003-01-07 2003-12-22 Pipe joint with earthquake?proof function
DE60335027T DE60335027D1 (en) 2003-01-07 2003-12-22 TUBE CONNECTION WITH EARTHQUAKE SAFETY FUNCTION
PCT/JP2003/016499 WO2004061354A1 (en) 2003-01-07 2003-12-22 Pipe joint with earthquake-proof function
AU2003289506A AU2003289506A1 (en) 2003-01-07 2003-12-22 Pipe joint with earthquake-proof function
US10/539,744 US7243954B2 (en) 2003-01-07 2003-12-22 Pipe joint with earthquake-proof function
EP03781016A EP1584854B1 (en) 2003-01-07 2003-12-22 Pipe joint with earthquake-proof function
TW092136983A TWI295717B (en) 2003-01-07 2003-12-26 Pipe joint with vibration resistance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2003373851A JP2005140138A (en) 2003-11-04 2003-11-04 Pipe joint structure

Publications (2)

Publication Number Publication Date
JP2005140138A true JP2005140138A (en) 2005-06-02
JP2005140138A5 JP2005140138A5 (en) 2007-07-05

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ID=34685752

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JP2003373851A Pending JP2005140138A (en) 2003-01-07 2003-11-04 Pipe joint structure

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Country Link
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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012189131A (en) * 2011-03-10 2012-10-04 Kurimoto Ltd Pipe joint structure and lock ring
JP2017180474A (en) * 2016-03-28 2017-10-05 株式会社クボタ Pipe joint and removal prevention member
US11384875B2 (en) 2016-03-28 2022-07-12 Kubota Corporation Pipe joint, separation prevention member, and method of connecting pipes

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4027831Y1 (en) * 1965-05-19 1965-09-30
JP2001355770A (en) * 2000-06-12 2001-12-26 Asahi Organic Chem Ind Co Ltd Separation-prevention coupling
JP2002005361A (en) * 2000-06-27 2002-01-09 Kubota Corp Detachment preventive pipe coupling
JP2003214572A (en) * 2002-01-25 2003-07-30 Kubota Corp Pipe joint structure
JP2004138206A (en) * 2002-10-21 2004-05-13 Kubota Corp Pipe joint structure
JP2004232679A (en) * 2003-01-29 2004-08-19 Kubota Corp Pipe joint

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4027831Y1 (en) * 1965-05-19 1965-09-30
JP2001355770A (en) * 2000-06-12 2001-12-26 Asahi Organic Chem Ind Co Ltd Separation-prevention coupling
JP2002005361A (en) * 2000-06-27 2002-01-09 Kubota Corp Detachment preventive pipe coupling
JP2003214572A (en) * 2002-01-25 2003-07-30 Kubota Corp Pipe joint structure
JP2004138206A (en) * 2002-10-21 2004-05-13 Kubota Corp Pipe joint structure
JP2004232679A (en) * 2003-01-29 2004-08-19 Kubota Corp Pipe joint

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012189131A (en) * 2011-03-10 2012-10-04 Kurimoto Ltd Pipe joint structure and lock ring
JP2017180474A (en) * 2016-03-28 2017-10-05 株式会社クボタ Pipe joint and removal prevention member
US11384875B2 (en) 2016-03-28 2022-07-12 Kubota Corporation Pipe joint, separation prevention member, and method of connecting pipes

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