JPH10169865A - Fitting structure - Google Patents

Fitting structure

Info

Publication number
JPH10169865A
JPH10169865A JP8328306A JP32830696A JPH10169865A JP H10169865 A JPH10169865 A JP H10169865A JP 8328306 A JP8328306 A JP 8328306A JP 32830696 A JP32830696 A JP 32830696A JP H10169865 A JPH10169865 A JP H10169865A
Authority
JP
Japan
Prior art keywords
cylindrical body
cylindrical
peripheral surface
outer peripheral
pipe
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
Application number
JP8328306A
Other languages
Japanese (ja)
Other versions
JP3761266B2 (en
Inventor
Kikuo Saito
喜久雄 斉藤
Takashi Takeda
孝 武田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SUIDO GIJUTSU KAIHATSU KIKO KK
Suido Gijutsu Kaihatsu Kiko KK
Original Assignee
SUIDO GIJUTSU KAIHATSU KIKO KK
Suido Gijutsu Kaihatsu Kiko KK
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 SUIDO GIJUTSU KAIHATSU KIKO KK, Suido Gijutsu Kaihatsu Kiko KK filed Critical SUIDO GIJUTSU KAIHATSU KIKO KK
Priority to JP32830696A priority Critical patent/JP3761266B2/en
Publication of JPH10169865A publication Critical patent/JPH10169865A/en
Application granted granted Critical
Publication of JP3761266B2 publication Critical patent/JP3761266B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Classifications

    • FMECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F16ENGINEERING ELEMENTS AND UNITS; GENERAL MEASURES FOR PRODUCING AND MAINTAINING EFFECTIVE FUNCTIONING OF MACHINES OR INSTALLATIONS; THERMAL INSULATION IN GENERAL
    • F16LPIPES; JOINTS OR FITTINGS FOR PIPES; SUPPORTS FOR PIPES, CABLES OR PROTECTIVE TUBING; MEANS FOR THERMAL INSULATION IN GENERAL
    • F16L27/00Adjustable joints, Joints allowing movement
    • F16L27/12Adjustable joints, Joints allowing movement allowing substantial longitudinal adjustment or movement

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Joints Allowing Movement (AREA)
  • Joints With Sleeves (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide fitting structure capable of minimizing the bending crack made when the bending of a second cylindrical body and that of a third cylindrical body are maximized even though the relative swing range of the second and third cylindrical bodies is taken as much as possible by contriving to decide the molding position of a stopper section and capable of miniaturizing and lightening fittings. SOLUTION: One end side of a second cylindrical body 2(B) is liquid-tightly or air-tightly inserted into and connected to a first cylindrical body 1(A) so as to freely relatively movable in the axial direction in a fixed range, and a third cylindrical body 3(C) is airtightly or liquid-tightly and externally fitted and connected to the other end of the second cylindrical body 2(B) so as to be relatively swingable. A stopper section 8 is projectedly formed in the outer peripheral surface of the second cylindrical body 2(B) so as to restrain the abutting on the Maximum moving position to the side of the third cylindrical body 3(C) of the end section 1a of the first cylindrical body 1A. When the second cylindrical body 2(B) and the third cylindrical body 3(C) relatively move to a maximum bending angle, the end section 3a of the third cylindrical body 3(C) abuts on the outer peripheral face of the stopper 8.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、地中に埋設された
水道管等の流体輸送管の配管系に、地震や不同沈下等に
起因する筒軸芯方向の圧縮力や引張力、或いは、筒軸芯
に対して交差する方向の剪断力や曲げモーメント等の外
力が作用したとき、この外力を管接続部において極力吸
収して、配管系の脆弱部での破損を抑制することができ
るように、第1筒状体に、第2筒状体の一端側を一定範
囲内で筒軸芯方向に相対移動自在に密封状態で挿入接続
するとともに、前記第2筒状体の他端側に、第3筒状体
を相対揺動自在に密封状態で外嵌接続してある管継手構
造に関する。
BACKGROUND OF THE INVENTION The present invention relates to a pipe system for a fluid transport pipe such as a water pipe buried underground, which is provided with a compressive force or a tensile force in the direction of a cylinder axis caused by an earthquake, a differential settlement, or the like. When an external force such as a shearing force or a bending moment in a direction intersecting with the cylinder axis is applied, the external force is absorbed as much as possible at the pipe connection portion, so that breakage at the fragile portion of the piping system can be suppressed. In addition, one end of the second cylindrical body is inserted and connected to the first cylindrical body in a sealed state so as to be relatively movable in the cylinder axis direction within a certain range, and is connected to the other end of the second cylindrical body. The present invention relates to a pipe joint structure in which a third cylindrical body is externally connected in a sealed state so as to be swingable relative to each other.

【0002】[0002]

【従来の技術】この種の管継手構造として、従来では、
図5に示すように、前記第2筒状体52の他端側に形成
された球状筒部52Aに、第3筒状体53の一端側に形
成した部分球状筒部53Aと、該部分球状筒部53Aの
外周面に突設した連結フランジ53Bにボルト55・ナ
ット56を介して固定連結可能な連結フランジ54Bを
備えた連結筒54の部分球状筒部54Aとを、筒軸芯方
向の両側方から外嵌するとともに、この第3筒状体53
側の連結フランジ53Bと連結筒54の連結フランジ5
4Bとをボルト55・ナット56にて締結して、前記第
2筒状体52と第3筒状体53とを球状筒部52Aの外
周面に沿って相対摺接揺動自在に抜止め連結し、更に、
前記第2筒状体52の直線状筒部52Bの外周面で、か
つ、前記連結筒54の端部54aの揺動領域から第1筒
状体51側に離間した中間部位には、前記第1筒状体5
1の第3筒状体53側への最大移動位置を該第1筒状体
51の端部51aとの接当によって規制するストッパー
部57を突出形成したものが提案されている(例えば、
実開昭57−71883号公報参照)。
2. Description of the Related Art Conventionally, as this kind of pipe joint structure,
As shown in FIG. 5, a spherical portion 52A formed on the other end of the second cylindrical body 52, a partially spherical cylindrical portion 53A formed on one end of a third cylindrical body 53, A partial spherical cylindrical portion 54A of a connecting cylinder 54 having a connecting flange 54B that can be fixedly connected via bolts 55 and nuts 56 to a connecting flange 53B protruding from the outer peripheral surface of the cylindrical portion 53A is connected to both sides in the cylinder axis direction. And the third cylindrical body 53
Connection flange 53B on the side and connection flange 5 on connection tube 54
4B is fastened by bolts 55 and nuts 56, so that the second tubular body 52 and the third tubular body 53 can be relatively slidably and slidably connected along the outer peripheral surface of the spherical tubular portion 52A. And then
The outer circumferential surface of the linear tubular portion 52B of the second tubular body 52 and an intermediate portion separated from the swing region of the end portion 54a of the connecting barrel 54 toward the first tubular body 51 side include 1 cylindrical body 5
One in which a stopper portion 57 that regulates the maximum movement position of the first cylindrical body 53 toward the side of the third cylindrical body 53 by contact with the end portion 51a of the first cylindrical body 51 is formed is proposed (eg,
See Japanese Utility Model Laid-Open No. 57-71883).

【発明が解決しようとする課題】従来の管継手構造で
は、地震や不同沈下等に起因する圧縮方向の外力が作用
して、前記第1筒状体51が第3筒状体53側への最大
限に収縮移動しても、その第1筒状体51の端部51a
の最大移動位置が、前記ストッパー部57によって前記
連結筒54の端部54aの揺動領域から外れた位置に接
当規制されるから、前記第2筒状体52の直線状筒部5
2Bの外径に比して、シール材等の密封構造の存在によ
って外径が大きくなっている第1筒状体51の端部51
aが、前記連結筒54の端部54aと第2筒状体52の
直線状筒部52Bの外周面との間に入り込むことがな
く、このような第1筒状体51の端部51aの入り込み
に起因する第2筒状体52と第3筒状体53との屈曲揺
動範囲の減少を抑制することができる。しかしながら、
前記ストッパー部57が前記連結筒54の端部54aの
揺動領域から第1筒状体51側に大きく離間した第2筒
状体52の直線状筒部52Bの筒軸芯方向中間位置に設
けられているため、該第2筒状体52の全長が長くな
り、管継手構造の大型化、重量化を招来し易い。しか
も、前記第2筒状体52と第3筒状体53とが最大屈曲
角度まで相対揺動したとき、前記連結筒54の端部54
aが第2筒状体52の直線状筒部52Bの外周面に強圧
されるため、この部位での応力集中によって第2筒状体
52に割れ等の破損を招来する可能性がある。
In the conventional pipe joint structure, an external force in the compression direction caused by an earthquake, uneven settlement, or the like acts to move the first tubular body 51 to the third tubular body 53 side. Even if it contracts and moves to the maximum, the end 51a of the first tubular body 51
Is restricted by the stopper portion 57 to a position outside the swing region of the end portion 54a of the connecting cylinder 54, so that the straight cylindrical portion 5 of the second cylindrical body 52
The end portion 51 of the first cylindrical body 51 whose outer diameter is larger than the outer diameter of 2B due to the presence of a sealing structure such as a sealing material.
a does not enter between the end portion 54a of the connecting cylinder 54 and the outer peripheral surface of the linear tubular portion 52B of the second tubular body 52, and the end portion 51a of the first tubular body 51 It is possible to suppress a decrease in the range of the bending swing of the second tubular body 52 and the third tubular body 53 due to the entry. However,
The stopper portion 57 is provided at an intermediate position in the cylinder axis direction of the linear tubular portion 52B of the second tubular body 52 which is largely separated from the swing region of the end portion 54a of the connecting cylinder 54 toward the first tubular body 51. As a result, the overall length of the second tubular body 52 is increased, which tends to increase the size and weight of the pipe joint structure. Moreover, when the second cylindrical body 52 and the third cylindrical body 53 relatively swing to the maximum bending angle, the end 54 of the connecting cylinder 54
Since a is strongly pressed on the outer peripheral surface of the linear tubular portion 52B of the second tubular body 52, stress concentration at this portion may cause the second tubular body 52 to be damaged such as a crack.

【0003】本発明は、上記の実情に鑑みて為されたも
のであって、その主たる課題は、前記ストッパー部の外
径を第2筒状体の端部の外径よりも小さくすることがで
きる点に着目して、該ストッパー部の形成位置を工夫す
ることにより、第2筒状体と第3筒状体との相対揺動範
囲を極力大きくとりながらも、これら両筒状体が最大限
に屈曲された場合の破損を抑制することができ、しか
も、管継手構造の小型化と軽量化をも同時に達成するこ
とのできる管継手構造を提供する点にある。
The present invention has been made in view of the above circumstances, and a main problem thereof is to make the outer diameter of the stopper portion smaller than the outer diameter of the end portion of the second cylindrical body. By focusing on the possible points, the position of the stopper portion is devised so that the relative swing range between the second cylindrical body and the third cylindrical body is as large as possible, but the two cylindrical bodies are maximized. It is an object of the present invention to provide a pipe joint structure that can suppress breakage when bent to the utmost, and can also achieve a reduction in size and weight of the pipe joint structure at the same time.

【0004】[0004]

【課題を解決するための手段】本発明の請求項1による
管継手構造の特徴構成は、冒記の構成において、前記第
2筒状体の外周面に、前記第1筒状体の端部の第3筒状
体側への最大移動位置を前記第3筒状体の端部の揺動領
域外に接当規制するストッパー部を突出形成し、前記第
2筒状体と第3筒状体とが最大屈曲角度まで相対揺動し
たとき、第3筒状体の端部がストッパー部の外周面に接
当するように構成した点にある。上記特徴構成によれ
ば、地震や不同沈下等に起因する圧縮方向の外力が作用
して、前記第1筒状体の端部が第3筒状体側へ最大限に
収縮移動しても、その第1筒状体の端部の最大移動位置
が、前記ストッパー部によって前記第3筒状体の端部の
揺動領域から外れた位置に接当規制されるから、前記第
2筒状体の端部の外径に比して、シール材等の密封構造
の存在によって外径が大きくなっている第1筒状体の端
部が、前記第3筒状体の端部内周面と第2筒状体の外周
面との間に入り込むことがない。しかも、地震や不同沈
下等に起因する剪断力や曲げモーメント等の外力が作用
して、前記第2筒状体と第3筒状体とが最大屈曲角度ま
で相対揺動したとき、この第3筒状体の端部が、第2筒
状体の外周面に突出形成された機械的強度の大きいなス
トッパー部の外周面に接当するから、このストッパー部
で外力を確実に受け止めることができる。更に、前記第
1筒状体と第2筒状体との相対移動範囲を従来と同一の
移動範囲に構成しながらも、前記ストッパー部が第3筒
状体の端部に近接する分だけ、第2筒状体の全長を短く
構成することができる。それでいて、前記ストッパー部
の外径は、シール材等の密封構造が付加される第1筒状
体の端部の外径よりも小さく構成することができるか
ら、第1筒状体の端部が、前記第3筒状体の端部と第2
筒状体の外周面との間に入り込む場合に比して、第2筒
状体と第3筒状体との相対揺動範囲を大きくすることが
できる。従って、前記ストッパー部の形成位置を前述の
如く工夫することにより、第2筒状体と第3筒状体との
相対揺動範囲を極力大きくとりながらも、これら両筒状
体が最大限に屈曲された場合の破損を抑制することがで
き、しかも、管継手構造の小型化と軽量化をも同時に達
成することができる。
According to a first aspect of the present invention, in the pipe joint structure according to the first aspect, an end portion of the first cylindrical body is provided on an outer peripheral surface of the second cylindrical body. A stopper portion for restricting the maximum movement position of the third cylindrical body toward the outside of the swing region at the end of the third cylindrical body is formed so as to protrude, and the second cylindrical body and the third cylindrical body are formed. Is configured so that the end portion of the third cylindrical body contacts the outer peripheral surface of the stopper portion when the relative swing of the third cylindrical member reaches the maximum bending angle. According to the above-mentioned characteristic configuration, even if an external force in the compression direction caused by an earthquake, uneven settlement, or the like acts, the end of the first cylindrical body contracts and moves to the third cylindrical body side to the maximum. The maximum movement position of the end of the first cylindrical body is restricted by the stopper to a position outside the swing region of the end of the third cylindrical body. The end of the first cylindrical body, whose outer diameter has become larger due to the presence of a sealing structure such as a sealing material than the outer diameter of the end, is connected to the inner peripheral surface of the end of the third cylindrical body and the second cylindrical body. It does not enter between the outer peripheral surface of the cylindrical body. In addition, when an external force such as a shearing force or a bending moment caused by an earthquake, uneven settlement, or the like acts, the second cylindrical body and the third cylindrical body relatively swing to a maximum bending angle. Since the end of the cylindrical body abuts on the outer circumferential surface of the stopper having a high mechanical strength and formed on the outer circumferential surface of the second cylindrical body, external force can be reliably received by the stopper. . Further, while the relative movement range between the first tubular body and the second tubular body is configured to be the same as the conventional movable range, the stopper is close to the end of the third tubular body, The overall length of the second cylindrical body can be reduced. However, the outer diameter of the stopper portion can be configured to be smaller than the outer diameter of the end portion of the first tubular body to which a sealing structure such as a sealing material is added. The end of the third tubular body and the second
The relative swing range between the second cylindrical body and the third cylindrical body can be increased as compared with a case where the cylindrical body enters between the outer peripheral surface of the cylindrical body and the cylindrical body. Therefore, by devising the formation position of the stopper portion as described above, while maximizing the relative swing range between the second cylindrical body and the third cylindrical body, these two cylindrical bodies are maximized. Breakage when bent can be suppressed, and the size and weight of the pipe joint structure can be reduced at the same time.

【0005】本発明の請求項2による管継手構造の特徴
構成は、前記第2筒状体と第3筒状体とが最大屈曲角度
まで相対揺動したとき、第3筒状体の端部と前記ストッ
パー部の外周面とが筒軸芯方向に沿って接当するように
構成されている点にある。上記特徴構成によれば、前記
第2筒状体と第3筒状体とが最大屈曲角度まで相対揺動
して、第3筒状体の端部がストッパー部の外周面に圧接
されたとき、その圧接力を筒軸芯方向で分散支持するこ
とができるから、管継手構造の耐久性能の向上を図るこ
とができる。
[0005] The characteristic feature of the pipe joint structure according to claim 2 of the present invention is that when the second cylindrical body and the third cylindrical body relatively swing to a maximum bending angle, the end of the third cylindrical body is bent. And the outer peripheral surface of the stopper portion is configured to abut along the cylinder axis direction. According to the above-mentioned characteristic configuration, when the second cylindrical body and the third cylindrical body relatively swing to the maximum bending angle and the end of the third cylindrical body is pressed against the outer peripheral surface of the stopper portion. Since the pressing force can be dispersed and supported in the cylinder axis direction, the durability of the pipe joint structure can be improved.

【0006】本発明の請求項3による管継手構造の特徴
構成は、前記第2筒状体の他端側に形成された球状筒部
に、この球状筒部の外周面に沿って相対摺接揺動自在な
部分球状筒部を備えた第3筒状体が筒軸芯方向の一方か
ら外嵌されているとともに、前記第2筒状体の球状筒部
の外周面と前記第3筒状体の部分球状筒部の内周面との
間に形成される間隙に、前記第2筒状体の球状筒部の外
周面に摺接する摺接案内部材が筒軸芯方向の他方から嵌
め込まれていて、前記第2筒状体と第3筒状体とが相対
摺接揺動自在に抜止め連結されている点にある。上記特
徴構成によれば、前記第2筒状体と第3筒状体とを相対
摺接揺動自在に抜止め連結するにあたって、前記摺接案
内部材を、前記第2筒状体の球状筒部の外周面と前記第
3筒状体の部分球状筒部の内周面との間に形成される間
隙内に筒軸芯方向から嵌め込むが故に、従来の管継手構
造のように連結フランジやボルト・ナット等の連結構成
部材が径方向外方に突出することがなく、管継手構造の
コンパクト化と外面形状の簡素化とを図ることができ
る。しかも、このような抜止め連結手段を採用すること
によって、前記第3筒状体の端部の内周面と第2筒状体
の外周面との間に形成される間隙の開口径が、第1筒状
体の端部の外径よりも大きくなる場合があるが、この場
合でも、前記ストッパー部によって第1筒状体の端部の
入り込みを阻止することができ、前記請求項1で記載し
た効果を確実に発揮させることができる。
According to a third aspect of the present invention, a characteristic feature of the pipe joint structure is that the pipe joint is relatively slidably contacted with the spherical cylindrical portion formed at the other end of the second cylindrical body along the outer peripheral surface of the spherical cylindrical portion. A third cylindrical body provided with a swingable partial spherical cylindrical portion is externally fitted from one side in the axial direction of the cylindrical shaft, and an outer peripheral surface of the spherical cylindrical portion of the second cylindrical body and the third cylindrical shape A sliding guide member, which is in sliding contact with the outer peripheral surface of the spherical cylindrical portion of the second cylindrical body, is fitted into the gap formed between the inner peripheral surface of the partial spherical cylindrical portion of the body from the other side in the cylinder axis direction. And the second tubular body and the third tubular body are connected so as to be relatively slidable and swingable. According to the above-mentioned characteristic configuration, when the second cylindrical body and the third cylindrical body are detachably connected to each other so as to be slidable and slidable relative to each other, the sliding contact guide member is connected to the spherical cylinder of the second cylindrical body. Since it is fitted in the gap formed between the outer peripheral surface of the portion and the inner peripheral surface of the partially spherical cylindrical portion of the third cylindrical body from the axial direction of the cylindrical shaft, the connecting flange is formed as in the conventional pipe joint structure. The connecting components such as the bolts and nuts do not protrude outward in the radial direction, so that the pipe joint structure can be made compact and the outer shape can be simplified. Moreover, by employing such a retaining connection means, the opening diameter of the gap formed between the inner peripheral surface of the end of the third cylindrical body and the outer peripheral surface of the second cylindrical body is reduced. The outer diameter of the end of the first cylindrical body may be larger than the outer diameter of the first cylindrical body. In this case, however, the stopper can prevent the end of the first cylindrical body from entering, so that the first cylindrical body can be prevented from entering. The described effects can be reliably exerted.

【0007】[0007]

【発明の実施の形態】BEST MODE FOR CARRYING OUT THE INVENTION

〔第1実施形態〕図1、図2に示す流体輸送用(例え
ば、水道用)の管継手構造は、第1筒状体Aとしての鋳
鉄製の直管状の第1継手管1の両端側の各々に、第2筒
状体Bとしての鋳鉄製の第2継手管2の一端側を一定範
囲内で筒軸芯X方向(管軸芯方向)に相対移動自在に密
封状態で挿入接続するとともに、前記各第2継手管2の
他端側の各々に、第3筒状体Cとしての鋳鉄製の第3継
手管3を相対揺動自在に密封状態で外嵌接続して、これ
ら第1継手管1と両第2継手管2と両第3継手管3とを
連通接続してある。
[First Embodiment] The pipe joint structure for fluid transport (for example, for tap water) shown in FIGS. 1 and 2 is a pipe-shaped first joint pipe 1 made of cast iron serving as a first cylindrical body A at both ends. And one end of the second joint pipe 2 made of cast iron as the second cylindrical body B is inserted and connected in a sealed state so as to be relatively movable in the cylinder axis X direction (tube axis direction) within a certain range. At the same time, a third joint pipe 3 made of cast iron as a third cylindrical body C is externally fitted to the other end side of each of the second joint pipes 2 in a sealed manner so as to be relatively swingable. One joint pipe 1, two second joint pipes 2, and both third joint pipes 3 are connected for communication.

【0008】図1〜図3に示すように、前記両第2継手
管2の直管部2Bの外周面のうち、第1継手管1内に挿
入された部位の各々には、前記第1継手管1の内周面の
筒軸芯X方向中間部に形成された環状の規制溝4よりも
筒軸芯X方向長さの小なる環状の取付け溝5を形成し、
これら各取付け溝5に、前記規制溝4の筒軸芯X方向の
端面4aとの面接当によって、前記第2継手管2の一端
側からの第1継手管1の抜け出しを規制する拡径変形可
能なステンレス鋼製のCの字状の係止部材6を着脱自在
に嵌着して、前記第1継手管1に、第2継手管2の一端
側の抜け出しを阻止する状態で相対移動自在に挿入接続
してある。また、前記第2継手管2の直管部2Bの外周
面と前記規制溝4の内周面4bとの筒径方向(直径方
向)での対向間隔を、前記係止部材6の挿抜を許容する
間隔に構成してある。換言すれば、前記第2継手管2の
直管部2Bの外周面と前記規制溝4の内周面4bとの対
向面間に、前記係止部材6の挿抜を許容する環状空間を
形成してある。更に、図3に示すように、地震や不同沈
下等に起因する引き抜き方向の外力(引張力)が管継手
構造に作用して、前記第1継手管1の開口端部側(第2
継手管2の挿入側)に位置する規制溝4の各端面4aに
対して、前記両第2継手管2の取付け溝5に嵌着された
係止部材6の各々が筒軸芯X方向から面接当したとき、
該係止部材6の取付け溝5からの筒径方向外方への抜け
出し移動を接当阻止する拡径規制部7を設けてある。
As shown in FIGS. 1 to 3, each of the portions of the outer peripheral surface of the straight pipe portion 2B of the two second joint pipes 2 inserted into the first joint pipe 1 has the first joint pipe. Forming an annular mounting groove 5 having a length in the cylinder axis X direction smaller than that of the annular regulating groove 4 formed in an intermediate portion of the inner peripheral surface of the joint pipe 1 in the cylinder axis X direction;
A radial expansion deformation that restricts the first joint pipe 1 from coming out from one end of the second joint pipe 2 by surface contact of each of the mounting grooves 5 with the end face 4 a of the regulating groove 4 in the direction of the cylinder axis X. A possible stainless steel C-shaped locking member 6 is detachably fitted to the first joint pipe 1 so as to be relatively movable in a state where one end of the second joint pipe 2 is prevented from coming off. Is inserted and connected. The distance between the outer peripheral surface of the straight pipe portion 2B of the second joint pipe 2 and the inner peripheral surface 4b of the regulating groove 4 in the cylinder radial direction (diameter direction) allows the insertion and removal of the locking member 6. The interval is set. In other words, an annular space is formed between the outer peripheral surface of the straight pipe portion 2B of the second joint pipe 2 and the inner peripheral surface 4b of the regulating groove 4 so as to allow insertion and removal of the locking member 6. It is. Further, as shown in FIG. 3, an external force (tensile force) in the pull-out direction caused by an earthquake, uneven settlement, or the like acts on the pipe joint structure, and the first joint pipe 1 has an open end side (second end).
Each of the locking members 6 fitted in the mounting grooves 5 of the second joint pipes 2 is positioned from the cylinder axis X direction with respect to each end face 4a of the restriction groove 4 located on the side of the insertion of the joint pipe 2). When you have an interview,
A diameter-enlargement restricting portion 7 is provided for preventing the locking member 6 from coming out of the mounting groove 5 outward in the cylinder radial direction.

【0009】図3に示すように、前記両拡径規制部7の
各々は、前記規制溝4の一端面4aに接当した係止部材
6の外周面6aに近接する状態で規制溝4の内周面4b
の一端側に形成された拡径規制面7aから構成されてい
るとともに、前記係止部材6の外周面6a及び拡径規制
面7aの各々が筒軸芯Xと平行又はほぼ平行に構成され
ている。また、前記係止部材6の筒軸芯X方向両側の端
面6c、及び、前記規制溝4の筒軸芯X方向の両端面4
aの各々は、筒軸芯Xに対して直交又はほぼ直交する方
向に沿う偏平面に構成されているとともに、前記規制溝
4の内周面4bのうち、前記両拡径規制面7aにそれぞ
れ連続する境界面部分4cがテーパー面に形成されてい
る。
As shown in FIG. 3, each of the two diameter-enlarging restricting portions 7 is provided with the restricting groove 4 close to the outer peripheral surface 6a of the locking member 6 which is in contact with one end surface 4a of the restricting groove 4. Inner peripheral surface 4b
And the outer peripheral surface 6a and the diameter expansion regulating surface 7a of the locking member 6 are configured to be parallel or substantially parallel to the cylinder axis X. I have. Further, both end surfaces 6c of the locking member 6 on both sides in the cylinder axis X direction, and both end surfaces 4 of the regulating groove 4 in the cylinder axis X direction.
a are each formed on a deviated flat surface along a direction orthogonal or substantially orthogonal to the cylinder axis X, and are respectively formed on the two enlarged diameter regulating surfaces 7a of the inner peripheral surface 4b of the regulating groove 4. A continuous boundary surface portion 4c is formed on the tapered surface.

【0010】図1〜図4に示すように、前記両第2継手
管2の他端側に形成された部分球面状の外周面2aを備
えた球状筒部としての球状管部2Aに、この球状管部2
Aの外周面に沿って相対摺接揺動自在な部分球面状の内
周面3b、及び、円周面状の内周面3cとを備えた部分
球状筒部としての部分球状管部3Aを備えた第3継手管
3を筒軸芯X方向の第2継手管2の他端側外方から外嵌
するとともに、前記第2継手管2の球状管部2Aの外周
面2aと、前記第3継手管3の部分球状管部3Aの円周
面状の内周面3cとの間に形成される間隙に、前記第2
継手管2の球状管部2Aの外周面2aに摺接する第2継
手管2の球状管部2Aの外周面2aに摺接する球面状の
摺接面13aと、第3継手管3の部分球状管部3Aの円
周面状の内周面3cに摺接する円周面状の摺接面13b
とを備えた鋳鉄製の摺接案内部材13を、筒軸芯X方向
の第1継手管1側から嵌め込み、更に、前記第3継手管
3の部分球状管部3Aの円周面状の内周面3cに形成し
てある保持溝3dに、前記摺接案内部材13の抜け出し
移動を接当阻止する縮径変形可能なステンレス鋼製のC
の字状の抜け止め部材14を着脱自在に嵌着して、摺接
案内部材13の前記間隙からの抜け出し移動を阻止する
ことにより、前記第2継手管2と第3継手管3とを相対
摺接揺動自在に抜止め連結してある。
As shown in FIGS. 1 to 4, a spherical tube portion 2A as a spherical cylindrical portion having a partially spherical outer peripheral surface 2a formed on the other end side of the second joint pipes 2 is provided. Spherical tube part 2
A partial spherical tube portion 3A as a partial spherical cylindrical portion provided with a partial spherical inner peripheral surface 3b and a circular inner peripheral surface 3c that can freely slide and swing along the outer peripheral surface of A. The third joint pipe 3 provided is externally fitted from the outside of the other end of the second joint pipe 2 in the cylinder axis X direction, and the outer peripheral surface 2a of the spherical pipe portion 2A of the second joint pipe 2 In the gap formed between the partially spherical tube portion 3A of the three-joint tube 3 and the inner circumferential surface 3c of the partial spherical tube portion 3A,
A spherical sliding contact surface 13a slidingly contacting the outer peripheral surface 2a of the spherical tube portion 2A of the second joint tube 2 slidingly contacting the outer peripheral surface 2a of the spherical tube portion 2A of the joint tube 2, and a partial spherical tube of the third joint tube 3 A circumferential sliding surface 13b slidingly contacting the circumferential inner surface 3c of the portion 3A
The sliding contact guide member 13 made of cast iron having the following is fitted from the first joint pipe 1 side in the cylinder axis X direction, and furthermore, the inner circumferential surface of the partial spherical pipe part 3A of the third joint pipe 3 is formed. Diameter-reducing deformable stainless steel C for preventing the slide-out guide member 13 from coming out of contact with the holding groove 3d formed on the peripheral surface 3c.
The second joint pipe 2 and the third joint pipe 3 are relatively positioned by detachably fitting a U-shaped stopper member 14 to prevent the sliding contact guide member 13 from moving out of the gap. It is connected so that it can slide and swing freely.

【0011】更に、図2,図4に示すように、前記両第
2継手管2の直管部2Bの外周面の各々には、地震や不
同沈下等に起因する圧縮方向の外力が管継手構造に作用
したとき、第1継手管1の端部1aに筒軸芯X方向から
面接当して、当該第1継手管1の端部1aの第3継手管
3側への最大移動位置を第3継手管3の第1継手管1側
の端部3aの揺動領域外に接当規制するストッパー部8
を一体的に突出形成してあり、前記規制溝4の端面4a
と係止部材6との面接当、並びに、前記第1継手管1の
端部1aとストッパー部8との面接当によって、第1継
手管1と一方の第2継手管2との筒軸芯X方向での相対
移動範囲が一定範囲内となるように規制してある。前記
ストッパー部8は、前記第2継手管2の直管部2Bの外
周面に、それの円周方向に沿って一体的に突出形成して
ある環状の突条から構成されているとともに、このスト
ッパー部8の外周面の外径を、前記第1継手管1の端部
1aの最大外径よりも小に構成してある。
Further, as shown in FIGS. 2 and 4, external force in the compression direction caused by an earthquake, uneven settlement, etc. is applied to each of the outer peripheral surfaces of the straight pipe portions 2B of the second joint pipes 2. When acting on the structure, the end portion 1a of the first joint tube 1 comes into surface contact with the end portion 1a of the first joint tube 1 from the direction of the cylinder axis X, and the maximum movement position of the end portion 1a of the first joint tube 1 toward the third joint tube 3 is determined. A stopper portion 8 for restricting the end of the third joint pipe 3 on the side of the first joint pipe 1 on the side of the swinging region 3a.
Are formed integrally with each other, and the end face 4a of the regulating groove 4 is formed.
Surface contact between the first joint pipe 1 and one of the second joint pipes 2 by surface contact between the first joint pipe 1 and the stopper part 8 and surface contact between the end 1a of the first joint pipe 1 and the stopper part 8. The relative movement range in the X direction is regulated so as to be within a certain range. The stopper portion 8 is formed of an annular ridge integrally formed on the outer peripheral surface of the straight pipe portion 2B of the second joint pipe 2 along the circumferential direction thereof. The outer diameter of the outer peripheral surface of the stopper portion 8 is configured to be smaller than the maximum outer diameter of the end portion 1 a of the first joint pipe 1.

【0012】図2,図4に示すように、前記地震や不同
沈下等に起因する筒軸芯Xに対して交差する方向の剪断
力や曲げモーメント等の外力が管継手構造に作用したと
きには、前記第2継手管2の球状管部2Aの外周面2a
と第3継手管3の部分球状管部3Aの球面状の内周面3
bとの球面に沿う相対摺動と、この第2継手管2の球状
管部2Aの外周面2aと摺接案内部材13の球面状の摺
接面13aとの球面に沿う相対摺動とによって、第2継
手管2と第3継手管3とが相対摺接揺動して屈曲し、管
継手構造の破損を抑制することができる。更に、前記第
2継手管2と第3継手管3とが球面に沿って最大屈曲角
度にまで相対摺接揺動したとき、第1継手管1と第3継
手管3とが相互に干渉しない状態で、前記第3継手管3
の端部3aの開口内周縁角部分3eが前記ストッパー部
8の外周面に接当するように構成してある。詳しくは、
図4に示すように、前記第2継手管2と第3継手管3と
が球面に沿って最大屈曲角度にまで相対摺接揺動したと
き、第1継手管1の端部1aと第3継手管3と端部3a
とが接当することなく、前記開口内周縁角部分3eとス
トッパー部8の外周面とが筒軸芯X方向に沿って接当す
るように構成してある。つまり、前記ストッパー部8は
第2継手管2の直管部2Bの外周面のうち、第3継手管
3の端部3aの開口内周縁角部分3eの揺動軌跡と交差
する位置に形成されていて、前記第2継手管2と第3継
手管3とが最大屈曲角度にまで相対摺接揺動した状態
で、前記開口内周縁角部分3eが、ストッパー部8の外
周面に筒軸芯X方向に沿うテーパー面に形成してある。
As shown in FIG. 2 and FIG. 4, when an external force such as a shearing force or a bending moment in a direction intersecting with the cylinder axis X due to the earthquake or uneven settlement acts on the pipe joint structure, Outer peripheral surface 2a of spherical tube portion 2A of second joint tube 2
And the spherical inner peripheral surface 3 of the partially spherical pipe portion 3A of the third joint pipe 3
b along the spherical surface, and the relative sliding along the spherical surface between the outer peripheral surface 2a of the spherical tube portion 2A of the second joint pipe 2 and the spherical sliding contact surface 13a of the sliding contact guide member 13. In addition, the second joint pipe 2 and the third joint pipe 3 are relatively slidably contacted and rocked to bend, thereby suppressing damage to the pipe joint structure. Further, when the second joint pipe 2 and the third joint pipe 3 relatively slide and swing along the spherical surface to the maximum bending angle, the first joint pipe 1 and the third joint pipe 3 do not interfere with each other. In the state, the third joint pipe 3
The inner peripheral corner 3e of the opening of the end 3a is configured to contact the outer peripheral surface of the stopper portion 8. For more information,
As shown in FIG. 4, when the second joint pipe 2 and the third joint pipe 3 relatively slide and swing along the spherical surface to the maximum bending angle, the end 1a of the first joint pipe 1 and the third joint pipe 3 Joint tube 3 and end 3a
The inner peripheral edge corner 3e of the opening and the outer peripheral surface of the stopper portion 8 are configured to contact along the cylinder axis X direction without contact. That is, the stopper portion 8 is formed on the outer peripheral surface of the straight pipe portion 2B of the second joint pipe 2 at a position intersecting with the swing locus of the opening inner peripheral corner 3e of the end 3a of the third joint pipe 3. In a state in which the second joint pipe 2 and the third joint pipe 3 are relatively slidably contacted and swung up to the maximum bending angle, the inner peripheral edge corner portion 3 e is attached to the outer peripheral surface of the stopper portion 8 by the cylindrical shaft core. It is formed on a tapered surface along the X direction.

【0013】尚、図1〜図4に示すように、前記第1継
手管1の内周面の筒軸芯X方向の両端部近くの各々に
は、第2継手管2の直管部2Bの外周面との間を密封す
る密封構造の一例である合成ゴム製(例えば、スチレン
ブタジエンゴム)の第1弾性シール材9を保持する環状
のシール保持溝10を形成するとともに、前記各第3継
手管3の部分球状管部3Aの両内周面3b,3c間の各
々には、第2継手管2の球状管部2Aの外周面2aとの
間を密封する密封構造の一例である合成ゴム製(例え
ば、スチレンブタジエンゴム)の第2弾性シール材11
を保持する環状のシール保持溝12を形成し、更に、前
記両第3継手管3の直管部3Bの端部の各々には、流体
輸送管(例えば水道管)や仕切り弁装置等の他の流体配
管装置類Pをボルト・ナットにて固定連結するための複
数の連結用貫通孔3fを同芯円状に備えた連結フランジ
3Cを一体形成してある。
As shown in FIGS. 1 to 4, a straight pipe portion 2B of the second joint pipe 2 is provided near each end of the inner peripheral surface of the first joint pipe 1 in the direction of the cylinder axis X. An annular seal holding groove 10 for holding a first elastic seal material 9 made of synthetic rubber (for example, styrene-butadiene rubber), which is an example of a sealing structure for sealing the outer peripheral surface of the third seal member, is formed. A synthetic structure which is an example of a sealing structure for sealing between the inner peripheral surfaces 3b and 3c of the partial spherical tube portion 3A of the joint tube 3 and the outer peripheral surface 2a of the spherical tube portion 2A of the second joint tube 2. Second elastic sealing material 11 made of rubber (for example, styrene-butadiene rubber)
An annular seal holding groove 12 is formed, and each of the ends of the straight pipe portions 3B of the third joint pipes 3 is provided with a fluid transport pipe (for example, a water pipe) and a gate valve device. A plurality of connection through holes 3f for fixing and connecting the fluid piping devices P with bolts and nuts are integrally formed with a connection flange 3C.

【0014】従って、このように構成された管継手構造
では、地震や不同沈下等に起因する圧縮方向の外力が作
用して、前記第1継手管1の端部1aが第3継手管3側
へ最大限に収縮移動しても、その第1継手管1の端部1
aの最大移動位置が、前記ストッパー部8によって前記
第3継手管3の端部3aの揺動領域から外れた位置に接
当規制されるから、前記第2継手管2の端部の外径に比
して、密封構造の一例である第1弾性シール材9の存在
によって外径が大きくなっている第1継手管1の端部1
aが、前記第3継手管3の端部3a内周面と第2継手管
2の外周面との間に入り込むことがない。しかも、地震
や不同沈下等に起因する剪断力や曲げモーメント等の外
力が作用して、前記第2継手管2と第3継手管3とが最
大屈曲角度まで相対揺動したとき、この第3継手管3の
端部3aの開口内周縁角部分3eが、第2継手管2の外
周面に突出形成された機械的強度の大きいなストッパー
部8の外周面に筒軸芯X方向に沿って接当するから、換
言すれば、前記第3継手管3の端部3aの開口内周縁角
部分3eが、第2継手管2の直管部2Bの外周面のう
ち、管壁の肉厚が最も厚いストッパー部8の外周面に筒
軸芯X方向に沿って接当するから、このストッパー部8
で、前記外力を第3継手管3の端部3aからの圧接力と
して確実に受け止めて分散支持することができる。
Therefore, in the pipe joint structure constructed as described above, an external force in the compression direction due to an earthquake, differential settlement, or the like acts, and the end 1a of the first joint pipe 1 is moved to the third joint pipe 3 side. End of the first joint pipe 1
The maximum movement position of the second joint pipe 2 is restricted by the stopper portion 8 at a position outside the swing region of the end 3a of the third joint pipe 3, so that the outer diameter of the end of the second joint pipe 2 The end 1 of the first joint pipe 1 whose outer diameter is increased by the presence of the first elastic sealing material 9 which is an example of a sealing structure
a does not enter between the inner peripheral surface of the end 3 a of the third joint pipe 3 and the outer peripheral surface of the second joint pipe 2. In addition, when an external force such as a shearing force or a bending moment caused by an earthquake, uneven settlement, or the like acts, the second joint pipe 2 and the third joint pipe 3 relatively swing to a maximum bending angle. An opening inner peripheral edge corner portion 3e of the end portion 3a of the joint pipe 3 protrudes from the outer peripheral surface of the second joint pipe 2 on the outer peripheral surface of the stopper portion 8 having high mechanical strength along the cylinder axis X direction. In other words, the inner wall edge 3e of the opening at the end 3a of the third joint pipe 3 has the wall thickness of the pipe wall of the outer peripheral surface of the straight pipe section 2B of the second joint pipe 2. Since the outer peripheral surface of the thickest stopper portion 8 is contacted along the cylinder axis X direction, this stopper portion 8
Thus, the external force can be reliably received as the press-contact force from the end 3a of the third joint pipe 3 and can be dispersed and supported.

【0015】〔その他の実施形態〕 上述の第1実施形態では、前記ストッパー部8を第
2筒状体Bの外周面に一体的に突出形成したが、第2筒
状体Bと別体形成されたストッパー部8を、該第2筒状
体Bの外周面の所定位置に固着してもよい。尚、この場
合、ストッパー部8の材質は、鋳鉄に限定されるもので
はなく、ステンレス鋼や硬質合成樹脂、或いは、合成ゴ
ムであってもよい。 上述の第1実施形態では、前記ストッパー部8を環
状の突条から構成したが、この形状に限定されるもので
はなく、例えば、第2筒状体Bの円周方向に沿って断続
的に形成してある突起群から構成してもよい。 上述の第1実施形態では、一つの第1筒状体Aと二
つの第2筒状体B及び二つの第3筒状体Cとの五つの筒
状体の組合せからなる管継手構造について説明したが、
他端側に他の筒状体に対して一体的に連通接続可能な連
結部を備えた第1筒状体Aと一つの第2筒状体B及び一
つの第3筒状体Cとの三つの筒状体の組合せからなる管
継手構造にも、本発明の技術を適用することができる。
[Other Embodiments] In the above-described first embodiment, the stopper portion 8 is formed integrally with the outer peripheral surface of the second cylindrical body B, but is formed separately from the second cylindrical body B. The stopper portion 8 may be fixed to a predetermined position on the outer peripheral surface of the second cylindrical body B. In this case, the material of the stopper 8 is not limited to cast iron, but may be stainless steel, hard synthetic resin, or synthetic rubber. In the above-described first embodiment, the stopper portion 8 is formed of an annular ridge, but is not limited to this shape. For example, the stopper portion 8 may be intermittently arranged along the circumferential direction of the second cylindrical body B. It may be composed of a formed projection group. In the above-described first embodiment, a pipe joint structure including a combination of five cylindrical bodies including one first cylindrical body A, two second cylindrical bodies B, and two third cylindrical bodies C will be described. But
On the other end side, a first cylindrical body A provided with a connecting portion integrally connectable to another cylindrical body and one second cylindrical body B and one third cylindrical body C The technology of the present invention can also be applied to a pipe joint structure including a combination of three cylindrical bodies.

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

【図1】本発明の管継手構造の第1実施形態を示す全体
の縦断面図
FIG. 1 is an overall longitudinal sectional view showing a first embodiment of a pipe joint structure of the present invention.

【図2】圧縮方向の外力と筒軸芯に対して交差する方向
の外力とを受けたときの全体の縦断面図
FIG. 2 is an overall longitudinal sectional view when an external force in a compression direction and an external force in a direction intersecting a cylinder axis are received;

【図3】引き抜き方向の外力を受けたときの要部の拡大
断面図
FIG. 3 is an enlarged cross-sectional view of a main part when subjected to an external force in a pull-out direction.

【図4】圧縮方向の外力と筒軸芯に対して交差する方向
の外力とを受けたときの要部の拡大断面図
FIG. 4 is an enlarged cross-sectional view of a main part when receiving an external force in a compression direction and an external force in a direction intersecting with a cylinder axis;

【図5】従来の管継手構造を示す縦断面図FIG. 5 is a longitudinal sectional view showing a conventional pipe joint structure.

【符号の説明】[Explanation of symbols]

A 第1筒状体(第1継手管) B 第2筒状体(第2継手管) C 第3筒状体(第3継手管) X 筒軸芯 1a 端面 2A 球状筒部 2a 外周面 3A 部分球状筒部 3a 端部 3c 内周面 8 ストッパー部 13 摺接案内部材 A first cylindrical body (first joint pipe) B second cylindrical body (second joint pipe) C third cylindrical body (third joint pipe) X cylindrical shaft core 1a end surface 2A spherical cylindrical portion 2a outer peripheral surface 3A Partially spherical cylindrical part 3a End part 3c Inner peripheral surface 8 Stopper part 13 Sliding guide member

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 第1筒状体に、第2筒状体の一端側を一
定範囲内で筒軸芯方向に相対移動自在に密封状態で挿入
接続するとともに、前記第2筒状体の他端側に、第3筒
状体を相対揺動自在に密封状態で外嵌接続してある管継
手構造であって、 前記第2筒状体の外周面に、前記第1筒状体の端部の第
3筒状体側への最大移動位置を前記第3筒状体の端部の
揺動領域外に接当規制するストッパー部を突出形成し、
前記第2筒状体と第3筒状体とが最大屈曲角度まで相対
揺動したとき、第3筒状体の端部がストッパー部の外周
面に接当するように構成してある管継手構造。
An end of a second cylindrical body is inserted and connected to a first cylindrical body in a sealed state so as to be relatively movable in a direction of a cylindrical axis within a predetermined range, and the other end of the second cylindrical body is connected to the first cylindrical body. A pipe joint structure in which a third cylindrical body is externally connected in a sealed state so as to be relatively swingable on an end side, and an end of the first cylindrical body is provided on an outer peripheral surface of the second cylindrical body. A stopper portion for restricting the maximum movement position of the portion toward the third cylindrical body outside the swing region at the end of the third cylindrical body, and protrudingly forming the stopper portion;
A pipe joint configured such that when the second cylindrical body and the third cylindrical body relatively swing to a maximum bending angle, an end of the third cylindrical body comes into contact with an outer peripheral surface of a stopper portion. Construction.
【請求項2】 前記第2筒状体と第3筒状体とが最大屈
曲角度まで相対揺動したとき、前記第3筒状体の端部と
前記ストッパー部の外周面とが筒軸芯方向に沿って接当
するように構成されている請求項1記載の管継手構造。
2. When the second cylindrical body and the third cylindrical body relatively swing to a maximum bending angle, an end of the third cylindrical body and an outer peripheral surface of the stopper are aligned with a cylindrical shaft center. The pipe joint structure according to claim 1, wherein the pipe joint structure is configured to abut in a direction.
【請求項3】 前記第2筒状体の他端側に形成された球
状筒部に、この球状筒部の外周面に沿って相対摺接揺動
自在な部分球状筒部を備えた第3筒状体が筒軸芯方向の
一方から外嵌されているとともに、前記第2筒状体の球
状筒部の外周面と前記第3筒状体の部分球状筒部の内周
面との間に形成される間隙に、前記第2筒状体の球状筒
部の外周面に摺接する摺接案内部材が、筒軸芯方向の他
方から嵌め込まれていて、前記第2筒状体と第3筒状体
とが相対摺接揺動自在に抜止め連結されている請求項1
又は2記載の管継手構造。
A third spherical cylindrical portion formed on the other end side of the second cylindrical body and having a partial spherical cylindrical portion which is slidably and slidably movable along an outer peripheral surface of the spherical cylindrical portion. The cylindrical body is externally fitted from one side in the axial direction of the cylindrical shaft, and between the outer peripheral surface of the spherical cylindrical portion of the second cylindrical body and the inner peripheral surface of the partial spherical cylindrical portion of the third cylindrical body. A sliding contact member that slides on the outer peripheral surface of the spherical cylindrical portion of the second cylindrical body is fitted into the gap formed from the second cylindrical body and the third cylindrical body with the third cylindrical body. 2. The tubular body is connected so as to be able to slide and swing relative to each other.
Or the pipe joint structure according to 2.
JP32830696A 1996-12-09 1996-12-09 Pipe joint structure Expired - Lifetime JP3761266B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32830696A JP3761266B2 (en) 1996-12-09 1996-12-09 Pipe joint structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32830696A JP3761266B2 (en) 1996-12-09 1996-12-09 Pipe joint structure

Publications (2)

Publication Number Publication Date
JPH10169865A true JPH10169865A (en) 1998-06-26
JP3761266B2 JP3761266B2 (en) 2006-03-29

Family

ID=18208766

Family Applications (1)

Application Number Title Priority Date Filing Date
JP32830696A Expired - Lifetime JP3761266B2 (en) 1996-12-09 1996-12-09 Pipe joint structure

Country Status (1)

Country Link
JP (1) JP3761266B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7025392B2 (en) 2002-11-20 2006-04-11 Higashio Mech Co., Ltd. Joint construction for cable piping
JP2013256985A (en) * 2012-06-12 2013-12-26 Kurimoto Ltd Earthquake-proof joint structure for cable protective tube
CN108691555A (en) * 2018-04-20 2018-10-23 北京工业大学 Fault belt section antidetonation tunnel pipelines connector

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7025392B2 (en) 2002-11-20 2006-04-11 Higashio Mech Co., Ltd. Joint construction for cable piping
JP2013256985A (en) * 2012-06-12 2013-12-26 Kurimoto Ltd Earthquake-proof joint structure for cable protective tube
CN108691555A (en) * 2018-04-20 2018-10-23 北京工业大学 Fault belt section antidetonation tunnel pipelines connector

Also Published As

Publication number Publication date
JP3761266B2 (en) 2006-03-29

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