JP3385151B2 - Pipe fittings - Google Patents

Pipe fittings

Info

Publication number
JP3385151B2
JP3385151B2 JP04752296A JP4752296A JP3385151B2 JP 3385151 B2 JP3385151 B2 JP 3385151B2 JP 04752296 A JP04752296 A JP 04752296A JP 4752296 A JP4752296 A JP 4752296A JP 3385151 B2 JP3385151 B2 JP 3385151B2
Authority
JP
Japan
Prior art keywords
pipe
receiving port
joint
insertion tube
stopper
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.)
Expired - Lifetime
Application number
JP04752296A
Other languages
Japanese (ja)
Other versions
JPH09242952A (en
Inventor
邦央 岩井
和夫 高橋
米数 山田
良一 諫山
孝市 志喜屋
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.)
Tokyo Metropolitan Sewerage Service Corp
Sekisui Chemical Co Ltd
Original Assignee
Tokyo Metropolitan Sewerage Service Corp
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Metropolitan Sewerage Service Corp, Sekisui Chemical Co Ltd filed Critical Tokyo Metropolitan Sewerage Service Corp
Priority to JP04752296A priority Critical patent/JP3385151B2/en
Publication of JPH09242952A publication Critical patent/JPH09242952A/en
Application granted granted Critical
Publication of JP3385151B2 publication Critical patent/JP3385151B2/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
    • F16L21/00Joints with sleeve or socket

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

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、下水管路や排水
管路に用いられる管継手に関する。
TECHNICAL FIELD The present invention relates to a pipe joint used for a sewer pipe or a drain pipe.

【0002】[0002]

【従来の技術】 従来より、下水管路や排水管路に使用
されている管継手のひとつとして、継手本体の少なくと
も一端に、前記継手本体よりも口径が大い受け口が設け
られ、この受け口の内周面の開口端近傍位置に、前記受
け口に挿入する挿入管と前記受け口との間を密閉するゴ
ムリングが設けられた構造のものがある。従来、このタ
イプの管継手は、受け口の軸方向長さが、受け口の口径
と同程度もしくは受け口の口径以下となっていた。
2. Description of the Related Art Conventionally, as one of pipe fittings used for sewer pipes and drainage pipes, at least one end of a joint body is provided with a receptacle having a larger diameter than the joint body. There is a structure in which a rubber ring that seals between the insertion tube inserted into the receiving port and the receiving port is provided at a position near the opening end of the inner peripheral surface. Conventionally, in this type of pipe joint, the axial length of the receiving port is equal to or smaller than the diameter of the receiving port.

【0003】[0003]

【発明が解決しようとする課題】 しかしながら、この
ような従来の管継手にあっては、受け口に挿入する挿入
管の挿入代を、最大でも受け口の口径と同程度、場合に
よっては受け口の口径以下にしかしていなかったのが実
状であったため、地震等の振動によって挿入管が受け口
から抜け外れ易いという問題があった。また、受け口に
挿入管を最大限まで挿入させていると、挿入管に挿入方
向の荷重が作用した時に挿入管の移動を許容することが
できないので、挿入管あるいは管継手が破損し易いとい
う問題もあった。
However, in such a conventional pipe joint, the insertion allowance of the insertion tube to be inserted into the receiving opening is at most about the same as the diameter of the receiving opening, and in some cases, less than or equal to the diameter of the receiving opening. However, there was a problem that the insertion tube could easily come off the receptacle due to vibrations such as an earthquake because it was the actual situation. Also, if the insertion tube is inserted to the maximum extent in the receiving port, the movement of the insertion tube cannot be permitted when a load in the insertion direction is applied to the insertion tube, so that the insertion tube or the pipe joint is easily damaged. There was also.

【0004】そこで、本発明は、上記のような問題に着
目し、地震等の振動によって管が抜け外れたり破損した
りし難い管継手を提供することを目的としている。
In view of the above problems, it is an object of the present invention to provide a pipe joint in which the pipe is unlikely to come off or be damaged by vibration such as an earthquake.

【0005】[0005]

【課題を解決するための手段】 上記目的を達成するた
めに、本発明請求項1記載の管継手では、継手本体の少
なくとも一端に、前記継手本体よりも口径が大きい受け
口が設けられ、この受け口の内周面の開口端近傍位置
に、前記受け口に挿入する挿入管と前記受け口との間を
密閉するゴムリングが設けられている管継手において、
前記受け口のゴムリングから奥までの軸方向長さが前記
継手本体の呼び径+250mm 以上であり、前記ゴムリング
から前記受け口の軸方向長さの1/2〜2/3移動した
位置に、前記受け口に挿入する挿入管の端部を係止可能
なストッパが設けられ、このストッパが、挿入管の挿入
方向に所定以上の荷重が作用した時に挿入管の端部が通
過可能な剛性で形成されている構成とした。また、本発
明請求項2記載の管継手では、前記受け口の軸心が、前
記受け口の管底部と前記継手本体の管底部とが面一にな
るように前記継手本体の軸心よりも管頂側に位置し、前
記ストッパが、前記受け口の管底部を除いた部分に設け
られている構成とした。
In order to achieve the above object, in the pipe joint according to claim 1 of the present invention, at least one end of the joint body is provided with a receptacle having a diameter larger than that of the joint body. At a position in the vicinity of the open end of the inner peripheral surface of, a pipe joint provided with a rubber ring for sealing between the insertion pipe to be inserted into the receiving port and the receiving port,
The axial length from the rubber ring to the back of the receiving port is equal to or greater than the nominal diameter of the joint body +250 mm, and at the position moved by 1/2 to 2/3 of the axial length of the receiving port from the rubber ring, A stopper is provided that can lock the end of the insertion tube to be inserted into the receiving port, and this stopper is formed with a rigidity that allows the end of the insertion tube to pass when a load greater than a predetermined amount acts in the insertion direction of the insertion tube. It has a structure. Further, in the pipe joint according to claim 2 of the present invention, the axial center of the receiving port is greater than the axial center of the joint main body so that the pipe bottom portion of the receiving port and the pipe bottom portion of the joint body are flush with each other. And the stopper is provided at a portion of the receiving port excluding the tube bottom portion.

【0006】[0006]

【作用】 本発明請求項1記載の管継手では、管の端部
がストッパに係止されるまで受け口に挿入管を挿入する
と、受け口のゴムリングから奥の軸方向長さが継手本体
の呼び径+250mm 以上であり、ストッパが前記ゴムリン
グから前記受け口の軸方向長さの1/2〜1/3の位置
に設けられていることにより、挿入管を受け口に差し込
む際にストッパに当たるまで挿入管を差し込むようにす
ると、挿入管の差し込み深さを必要量確保することがで
き、地震等の振動によって挿入管が受け口から簡単に抜
け外れることがなくなる。また、地震等の振動によって
挿入管の挿入方向に所定以上の荷重が作用した場合に
は、挿入管の端部にストッパを通過させて挿入管の移動
を許容することができるので、挿入管や管継手自身が簡
単に破損することもない。
In the pipe joint according to the first aspect of the present invention, when the insertion pipe is inserted into the receiving port until the end portion of the pipe is locked by the stopper, the axial length from the rubber ring of the receiving port to the inner side is the nominal length of the joint body. Diameter +250 mm or more, and the stopper is provided at a position 1/2 to 1/3 of the axial length of the receiving opening from the rubber ring, so that the insertion tube is inserted until it hits the stopper when it is inserted into the receiving opening. By inserting the insertion tube, it is possible to secure a required insertion depth of the insertion tube, and the insertion tube will not easily come off from the receptacle due to vibration such as an earthquake. In addition, when a load greater than a predetermined value is applied in the insertion direction of the insertion tube due to vibration such as an earthquake, the insertion tube can be moved by passing a stopper at the end of the insertion tube. The pipe joint itself is not easily damaged.

【0007】本発明請求項2記載の管継手では、下水管
路や排水管路に用いても、汚水に混入している汚物が、
受け口と継手本体の間の内周面に形成される段差ならび
に受け口の内周面に形成されているストッパに引っ掛か
り難い。
In the pipe joint according to the second aspect of the present invention, even if the pipe joint is used in a sewer pipe or a drain pipe, the filth mixed in the sewage is
It is difficult for the step formed on the inner peripheral surface between the receiving opening and the joint body and the stopper formed on the inner peripheral surface of the receiving opening to be caught.

【0008】[0008]

【発明の実施の形態】 まず、図1〜図3に基づいて、
実施の形態の管継手の構造について詳述する。図1は実
施の形態の管継手を示す平面図、図2は図1のII−II断
面図、図3は図1の III−III 断面図である。
BEST MODE FOR CARRYING OUT THE INVENTION First, based on FIGS. 1 to 3,
The structure of the pipe joint of the embodiment will be described in detail. 1 is a plan view showing a pipe joint according to an embodiment, FIG. 2 is a II-II sectional view of FIG. 1, and FIG. 3 is a III-III sectional view of FIG.

【0009】本実施の形態の管継手Jは、熱可塑性樹脂
製であり、継手本体1がストレート管形に形成されてお
り、その継手本体1の一端に、前記継手本体1よりも口
径が大きい受け口2が設けられ、この受け口2の内周面
の開口端近傍位置に環状溝3が形成され、この環状溝3
に、前記受け口2に挿入する挿入管Pと前記受け口2と
の間を密閉するゴムリング4が装着されている。
The pipe joint J of the present embodiment is made of a thermoplastic resin, the joint body 1 is formed in a straight pipe shape, and one end of the joint body 1 has a larger diameter than the joint body 1. A receiving port 2 is provided, and an annular groove 3 is formed at a position near the opening end of the inner peripheral surface of the receiving port 2.
A rubber ring 4 that seals between the insertion tube P that is inserted into the receiving port 2 and the receiving port 2 is attached.

【0010】また、前記管継手Jは、前記受け口2のゴ
ムリング4から奥までの軸方向長さLが前記継手本体1
の呼び径D+250mm 以上であり、前記ゴムリング4から
奥に前記受け口2の軸方向長さLの1/2〜2/3移動
した位置の左右両側部に、受け口2に挿入する挿入管P
の端部を係止可能なストッパ5が設けられている。つま
り、ストッパ5を受け口2の内周面の左右両側部に設け
たことによって、受け口2の管底部は、段差や凹凸のな
い面一な面になっている。なお、このストッパ5の下端
は、図3のように管底点より各45度以上離れているの
が好ましい。
In the pipe joint J, the axial length L from the rubber ring 4 of the receiving port 2 to the back is the joint main body 1
Nominal diameter of D + 250 mm or more, and the insertion pipe P to be inserted into the receiving port 2 on both left and right sides at a position moved from the rubber ring 4 to the rear by 1/2 to 2/3 of the axial length L of the receiving port 2.
Is provided with a stopper 5 capable of locking the end portion of the. That is, since the stoppers 5 are provided on both left and right sides of the inner peripheral surface of the receiving port 2, the tube bottom portion of the receiving port 2 is a flat surface without steps or irregularities. The lower end of the stopper 5 is preferably separated from the bottom point of the pipe by 45 degrees or more as shown in FIG.

【0011】前記ストッパ5は、前記受け口2の管壁の
一部を内側に突出変形(突出面は平らである)させるこ
とによって形成されていて、挿入管Pの挿入方向に所定
以上の荷重が作用した時に挿入管Pの端部が通過可能な
剛性を有している。なお、前記受け口2のストッパ5位
置の内周長は、挿入管Pの外周長よりも長くなってい
る。
The stopper 5 is formed by projecting and deforming a part of the tube wall of the receiving port 2 inward (the projecting surface is flat), and a load of a predetermined amount or more in the insertion direction of the insertion tube P is formed. It has a rigidity that allows the end of the insertion tube P to pass therethrough. The inner peripheral length of the receiving port 2 at the position of the stopper 5 is longer than the outer peripheral length of the insertion tube P.

【0012】また、前記受け口2の軸心B−Bは、前記
受け口2の管底部と前記継手本体1の管底部とが面一に
なるように前記継手本体1の軸心A−Aよりも管頂側に
位置していて、汚水に混入している汚物が、受け口2と
継手本体1の間の内周面に形成される段差Cに引っ掛か
らないようになっている。
The axial center BB of the receiving port 2 is more than the axial center AA of the joint main body 1 so that the pipe bottom of the receiving port 2 and the pipe bottom of the joint main body 1 are flush with each other. It is located on the pipe top side, and the dirt mixed in the sewage does not get caught in the step C formed on the inner peripheral surface between the receiving port 2 and the joint body 1.

【0013】つまり、本実施の形態の管継手Jは、管の
端部がストッパ5に係止されるまで受け口2に挿入管P
を挿入すると、受け口2のゴムリング4から奥までの軸
方向長さLが継手本体1の呼び径D+250mm 以上であ
り、ストッパ5がゴムリング4から奥に前記受け口2の
軸方向長さLの1/2〜1/3の位置に設けられている
ことにより、挿入管Pを受け口2に差し込む際にストッ
パ5に当たるまで挿入管Pを差し込むようにすると、挿
入管Pの差し込み深さを必要量確保することができ、地
震等の振動によって挿入管Pが受け口2から簡単に抜け
外れることがなくなる。また、地震等の振動によって挿
入管Pの挿入方向に所定以上の荷重が作用した場合に
は、管継手Jは熱可塑性樹脂製であって可撓性があり、
挿入管Pの端部にストッパ5を通過させて挿入管Pの移
動を許容することができるので、挿入管Pや管継手J自
身が簡単に破損することもない。更に、下水管路や排水
管路に用いても、汚水に混入している汚物が、受け口2
と継手本体1の間の内周面に形成される段差ならびに受
け口2の内周面に形成されているストッパに5に引っ掛
かり難いので、高い排水効率を維持できる。
That is, in the pipe joint J of this embodiment, the insertion pipe P is inserted into the receiving port 2 until the end of the pipe is locked by the stopper 5.
, The axial length L of the receiving port 2 from the rubber ring 4 to the back is equal to or larger than the nominal diameter D + 250 mm of the joint body 1, and the stopper 5 extends from the rubber ring 4 to the back of the axial length L of the receiving port 2. Since the insertion pipe P is provided at the position of 1/2 to 1/3, when the insertion pipe P is inserted into the receiving port 2 until it hits the stopper 5, the insertion depth of the insertion pipe P is required. This can be ensured, and the insertion tube P will not easily come off from the receiving opening 2 due to vibration such as an earthquake. Further, when a load larger than a predetermined value acts in the insertion direction of the insertion pipe P due to vibration such as an earthquake, the pipe joint J is made of a thermoplastic resin and is flexible,
Since the movement of the insertion tube P can be permitted by passing the stopper 5 at the end of the insertion tube P, the insertion tube P and the pipe joint J themselves are not easily damaged. Furthermore, even if it is used for a sewer pipe or a drain pipe, the filth mixed in the sewage will not be discharged into the receiving port 2
Since it is difficult for the step formed on the inner peripheral surface between the joint main body 1 and the stopper formed on the inner peripheral surface of the receiving opening 2 to be caught by the step 5, high drainage efficiency can be maintained.

【0014】以上、本実施の形態を図面により詳述して
きたが、具体的な構成はこの実施の形態に限られるもの
ではなく、本実施の形態を逸脱しない範囲における設計
の変更等があっても本発明に含まれる。例えば、受け口
2のストッパ5位置の断面形状は、上述のような形状に
限られず、図4に示すような楕円、あるいは、図示は省
略しているが円形や卵形にしてもよい。また、継手本体
1の平面形状は、上述のようなストレート管形に限られ
ず、図5に示すように、45度の曲がり管形(イ)、9
0度の曲がり管形(ロ)、Y分岐管形(ハ)、T分岐管
形(ニ)にしてもよい。更に、実施の形態では、ストッ
パ5が、受け口2の管壁の一部で形成されている例を示
したが、ストッパ5は、受け口2の内周面にゴム等の弾
性素材を接着することによって形成してもよいし、受け
口2の内周面に一体成形することによって形成してもよ
い。また、継手本体1ならびに受け口2の断面形状は、
真円に限らず、卵形にしてもよいし楕円形にしてもよ
い。卵形の場合、受け口の軸心は、図6に示すように卵
形の長径a−aと短径b−bの交点Cになり、この高さ
にストッパ5を設けるのが好ましい。
Although the present embodiment has been described in detail above with reference to the drawings, the specific configuration is not limited to this embodiment, and there are design changes and the like within a range not departing from the present embodiment. Also included in the present invention. For example, the sectional shape of the receiving port 2 at the position of the stopper 5 is not limited to the above-described shape, and may be an ellipse as shown in FIG. 4, or a circular shape or an oval shape although not shown. Further, the planar shape of the joint body 1 is not limited to the straight tube shape as described above, and as shown in FIG.
You may make it a 0 degree bending pipe type (b), a Y branch pipe type (c), and a T branch pipe type (d). Further, in the embodiment, the example in which the stopper 5 is formed by a part of the pipe wall of the receiving port 2 is shown. However, the stopper 5 is formed by bonding an elastic material such as rubber to the inner peripheral surface of the receiving port 2. It may be formed by, or may be integrally formed on the inner peripheral surface of the receiving port 2. The cross-sectional shapes of the joint body 1 and the receiving port 2 are
The shape is not limited to a perfect circle, and may be oval or elliptical. In the case of an oval shape, the axis of the receiving port is the intersection C of the oval major axis aa and the minor axis bb as shown in FIG. 6, and it is preferable to provide the stopper 5 at this height.

【0015】[0015]

【発明の効果】 以上説明したように、本発明請求項1
記載の管継手にあっては、受け口のゴムリングから奥ま
での軸方向長さが継手本体の呼び径+250mm以上であ
り、前記ゴムリングから前記受け口の軸方向長さの1/
2〜1/3の位置に、前記受け口に挿入する挿入管の端
部を係止可能なストッパが設けられ、このストッパが、
挿入管の挿入方向に所定以上の荷重が作用した時に挿入
管の端部が通過可能な剛性で形成されているので、地震
等の振動によって受け口から挿入管が抜け外れたり、挿
入管や管継手自身が破損したりし難いという効果が得ら
れる。
As described above, the present invention claims 1.
In the pipe joint described above, the axial length from the rubber ring to the back of the receiving port is equal to or more than the nominal diameter of the joint body +250 mm, and 1 / the axial length of the receiving port from the rubber ring.
A stopper capable of locking the end portion of the insertion tube to be inserted into the receiving port is provided at a position of 2 to 1/3, and the stopper is
Since the end of the insertion tube is formed with a rigidity that allows it to pass when a load greater than a predetermined amount is applied in the insertion direction of the insertion tube, the insertion tube may come off from the receiving port due to vibration such as an earthquake, or the insertion tube or pipe joint The effect that it is hard to be damaged is obtained.

【0016】また、本発明請求項2記載の管継手にあっ
ては、汚水に混入している汚物が、受け口と継手本体の
間の内周面に形成される段差ならびに受け口の内周面に
形成されているストッパに引っ掛かり難いので、高い排
水効率を維持できるという効果が得られる。
Further, in the pipe joint according to the second aspect of the present invention, the filth mixed in the sewage is formed on the step formed on the inner peripheral surface between the receiving port and the joint body and on the inner peripheral surface of the receiving port. Since it is hard to get caught in the formed stopper, it is possible to obtain an effect that high drainage efficiency can be maintained.

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

【図1】 実施の形態の管継手を示す平面図である。FIG. 1 is a plan view showing a pipe joint according to an embodiment.

【図2】 図1のII−II断面図である。FIG. 2 is a sectional view taken along line II-II of FIG.

【図3】 図1の III−III 断面図である。FIG. 3 is a sectional view taken along line III-III in FIG.

【図4】 受け口のストッパ位置の変形例を示す断面図
である。
FIG. 4 is a cross-sectional view showing a modified example of the stopper position of the receiving port.

【図5】 継手本体の変形例を示す平面図である。FIG. 5 is a plan view showing a modified example of the joint body.

【図6】 受け口の変形例を示す断面図である。FIG. 6 is a cross-sectional view showing a modified example of the receiving port.

【符号の説明】[Explanation of symbols]

J 管継手 1 継手本体 2 受け口 3 環状溝 4 ゴムリング 5 ストッパ P 挿入管 L ゴムリングから奥の軸方向長さ D 継手本体の呼び径 J fitting 1 Joint body 2 Receptacle 3 annular groove 4 rubber ring 5 stopper P insertion tube L Length from the rubber ring to the back in the axial direction D Nominal diameter of joint body

───────────────────────────────────────────────────── フロントページの続き (72)発明者 高橋 和夫 埼玉県狭山市青柳63番地 新狭山ハイツ 6−303 (72)発明者 山田 米数 埼玉県朝霞市根岸台3−15−1 積水化 学工業株式会社内 (72)発明者 諫山 良一 埼玉県朝霞市根岸台3−15−1 積水化 学工業株式会社内 (72)発明者 志喜屋 孝市 東京都港区虎ノ門3−4−7 積水化学 工業株式会社内 (56)参考文献 特開 平6−15953(JP,A) 実開 昭52−43715(JP,U) 実開 昭60−45994(JP,U) 実公 昭54−28854(JP,Y1) (58)調査した分野(Int.Cl.7,DB名) F16L 21/00 F16L 47/06 ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Kazuo Takahashi 63 Aoyagi, Sayama-shi, Saitama Shin-Sayama Heights 6-303 (72) Inventor Yamada Yonezoku 3-15-1 Negishidai, Asaka-shi, Saitama Sekisui Kagaku Kogyo (72) Inventor Ryoichi Isayama 3-15-1 Negishidai, Asaka-shi, Saitama Sekisui Kagaku Kogyo Co., Ltd. (72) Inventor Takashi Shikiya 3-4-7 Toranomon, Minato-ku, Tokyo Sekisui Chemical Co., Ltd. In-house (56) Reference JP-A-6-15953 (JP, A) Actual development 52-43715 (JP, U) Actual development 60-45994 (JP, U) Actual publication 54-28854 (JP, Y1) ) (58) Fields investigated (Int.Cl. 7 , DB name) F16L 21/00 F16L 47/06

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 継手本体の少なくとも一端に、前記継手
本体よりも口径が大きい受け口が設けられ、この受け口
の内周面の開口端近傍位置に、前記受け口に挿入する挿
入管と前記受け口との間を密閉するゴムリングが設けら
れている管継手において、前記受け口のゴムリングから
奥までの軸方向長さが前記継手本体の呼び径+250mm 以
上であり、前記ゴムリングから前記受け口の軸方向長さ
の1/2〜2/3移動した位置に、前記受け口に挿入す
る挿入管の端部を係止可能なストッパが設けられ、この
ストッパが、挿入管の挿入方向に所定以上の荷重が作用
した時に挿入管の端部が通過可能な剛性で形成されてい
ることを特徴とする管継手。
1. A receiving opening having a larger diameter than that of the joint main body is provided at at least one end of the joint main body, and an insertion pipe to be inserted into the receiving opening and the receiving opening are provided at a position near an opening end of an inner peripheral surface of the receiving main body. In a pipe joint provided with a rubber ring that seals the space between the rubber ring and the back, the axial length from the rubber ring to the back is equal to or more than the nominal diameter of the joint body +250 mm, and the axial length from the rubber ring to the receptacle is A stopper capable of locking the end portion of the insertion tube to be inserted into the receiving port is provided at a position moved by 1/2 to 2/3 of the height, and this stopper acts on a load larger than a predetermined value in the insertion direction of the insertion tube. A pipe joint, characterized in that the end portion of the insertion tube is formed with a rigidity that allows the insertion tube to pass therethrough.
【請求項2】 前記受け口の軸心が、前記受け口の管底
部と前記継手本体の管底部とが面一になるように前記継
手本体の軸心よりも管頂側に位置し、前記ストッパが、
前記受け口の管底部を除いた部分に設けられている請求
項1記載の管継手。
2. The axial center of the receiving port is located closer to the top of the pipe than the axial center of the joint body so that the pipe bottom portion of the receiving port and the pipe bottom portion of the joint body are flush with each other. ,
The pipe joint according to claim 1, wherein the pipe joint is provided in a portion of the receiving port excluding a pipe bottom portion.
JP04752296A 1996-03-05 1996-03-05 Pipe fittings Expired - Lifetime JP3385151B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04752296A JP3385151B2 (en) 1996-03-05 1996-03-05 Pipe fittings

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04752296A JP3385151B2 (en) 1996-03-05 1996-03-05 Pipe fittings

Publications (2)

Publication Number Publication Date
JPH09242952A JPH09242952A (en) 1997-09-16
JP3385151B2 true JP3385151B2 (en) 2003-03-10

Family

ID=12777458

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04752296A Expired - Lifetime JP3385151B2 (en) 1996-03-05 1996-03-05 Pipe fittings

Country Status (1)

Country Link
JP (1) JP3385151B2 (en)

Also Published As

Publication number Publication date
JPH09242952A (en) 1997-09-16

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