JPH05106774A - Branch part connection joint, attached pipe and branch part connection structure - Google Patents

Branch part connection joint, attached pipe and branch part connection structure

Info

Publication number
JPH05106774A
JPH05106774A JP27104391A JP27104391A JPH05106774A JP H05106774 A JPH05106774 A JP H05106774A JP 27104391 A JP27104391 A JP 27104391A JP 27104391 A JP27104391 A JP 27104391A JP H05106774 A JPH05106774 A JP H05106774A
Authority
JP
Japan
Prior art keywords
joint
main pipe
pipe
connection hole
spigot
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP27104391A
Other languages
Japanese (ja)
Inventor
Yasushi Kitayama
康 北山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Sekisui Chemical Co Ltd
Original Assignee
Sekisui Chemical Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Sekisui Chemical Co Ltd filed Critical Sekisui Chemical Co Ltd
Priority to JP27104391A priority Critical patent/JPH05106774A/en
Publication of JPH05106774A publication Critical patent/JPH05106774A/en
Pending legal-status Critical Current

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  • Branch Pipes, Bends, And The Like (AREA)

Abstract

PURPOSE:To provide a connection structure excellent in its water stop property and strength by providing a joint capable of being set at the connection hole of a main pipe easily and generating no reduction in the flowing down characteristic of the main pipe when it is set, and an attached pipe to the main pipe through the joint. CONSTITUTION:At one end of a joint 1 a spigot 2a formed with a slit 2c extending in the axial direction so as to be in conformity with the circumferential inner wall face of connection hole 3a of a main pipe 3. The outer dia. of the spigot 2a is made smaller than the hole dia. of the connection hole 3a while the inner dia. is made smaller than that of joint intermediate part. The joint portion to be inserted into the connection hole 3a when a joint 1 is set to the connection hole 3a is substantially made identical to the wall thickness of the circumferential pipe wall of the connection hole 3a, and the outer circumferential part is provided with a water stop member 4 sealing the part between the joint 1 and the main pipe 3. The joint 1 is then set to the main pipe connection hole 3a and an attached pipe 5 is insertion connected in the joint 1.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、地中に埋設されている
下水道等の本管に対し、これと交差するように取付管を
接合する際に使用する分岐部接合用継手、取付管及び接
続構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a branch joint for use in joining a mounting pipe to a main pipe of a sewer or the like buried in the ground so as to intersect the main pipe, a mounting pipe, and Regarding connection structure.

【0002】[0002]

【従来の技術】例えば、地中に予め埋設された下水道の
本管と地上の住宅との間には、住宅からの排水を下水本
管に流すための取付管が敷設される。この種の取付管
は、地中の本管に対して交差するように取り付けられる
が、その場合、従来は一般に地面を開削して取付管を敷
設していた。しかし、近年では、開削スペースを充分に
取れない場合が多いことから、いわゆる非開削工法が採
用されることが多い。
2. Description of the Related Art For example, an attachment pipe is installed between a main sewer pipe pre-embedded in the ground and a house on the ground to allow waste water from the house to flow to the main sewer pipe. This type of mounting pipe is mounted so as to intersect the main pipe in the ground, and in that case, conventionally, the mounting pipe was generally laid by cutting the ground. However, in recent years, the so-called non-excavation method is often adopted because the excavation space cannot be sufficiently obtained in many cases.

【0003】この非開削工法は、地面を開削せずに取付
管を所定位置に向け推進させて接続するものであるが、
その際、いかにして取付管をスムーズに推進させ、更に
本管と取付管との分岐部において止水性や強度等をいか
にして確保するかといった点が問題となる。そこで、こ
のような問題に対処すべく、従来から次のような種々の
接続技術が提案されている。
In this non-open cutting method, the mounting pipe is propelled to a predetermined position and connected without cutting the ground,
At that time, there is a problem in how to smoothly propel the mounting pipe and how to secure water stopping property and strength at a branch portion between the main pipe and the mounting pipe. Therefore, in order to deal with such a problem, the following various connection technologies have been conventionally proposed.

【0004】 本管と取付管との接触部分にエポキシ
系接着剤を注入して硬化させることにより接続する(特
公昭50−2931号公報参照)。 本管における取付管用接続孔と取付管の接続端部と
の間隙にセメントミルク等の充填剤を注入して接合する
(特開昭61−162644号公報参照)。 本管と取付管との接続部分に可撓性接着剤を充填し
て接続する(特開昭57−15185号公報参照)。
Connection is made by injecting an epoxy adhesive into the contact portion between the main pipe and the mounting pipe and curing the same (see Japanese Patent Publication No. 50-2931). A filler such as cement milk is injected into the gap between the connection hole for the mounting pipe and the connection end of the mounting pipe in the main pipe to join them (see Japanese Patent Laid-Open No. 61-162644). A connecting portion between the main pipe and the mounting pipe is filled with a flexible adhesive to be connected (see JP-A-57-15185).

【0005】 本管及び取付管の管内にそれぞれ合成
樹脂製のパイプを挿入し、取付管側より硬化剤を充填し
て、その後パイプごと開孔させることにより接続する
(特公昭61−40880号公報参照)。 本管の内部からロボット等を用いて分岐部接合用継
手を挿入する(実開昭61−122478号公報参
照)。
[0005] Synthetic resin pipes are inserted into the main pipe and the mounting pipe, respectively, filled with a curing agent from the mounting pipe side, and then the pipes are connected by opening holes (Japanese Patent Publication No. 61-40880). reference). A joint for joining a branch portion is inserted from the inside of the main pipe using a robot or the like (see Japanese Utility Model Laid-Open No. 61-122478).

【0006】 本管側から接続用パイプを挿入して取
付管に嵌合させることで本管と取付管とを接続する(特
開昭56−52240号公報参照)。 本管及び接続用パイプのそれぞれにネジを切り、そ
のパイプを取付管側から本管にセットして本管と取付管
とを接続する(特開昭56−52241号公報参照)。
The main pipe and the mounting pipe are connected by inserting the connecting pipe from the main pipe side and fitting them into the mounting pipe (see Japanese Patent Laid-Open No. 56-52240). A screw is cut on each of the main pipe and the connecting pipe, and the pipe is set on the main pipe from the mounting pipe side to connect the main pipe and the mounting pipe (see Japanese Patent Laid-Open No. 56-52241).

【0007】また、特に本管と取付管との分岐部に使用
される継手としては、次のようなものが提案されてい
る。 一端が受口とされ且つ他端が差口とされた継手にお
いて、差口に弾性係止片を形成し、その係止片の先端を
外方に屈曲してかえりを設けると共に、受口と差口との
中間外周に本管の接続孔の孔径よりも大きな外径を有す
る鍔を設け、本管の接続孔に継手の差口を挿入した時
に、弾性係止片のかえりが接続孔の孔縁部に引っ掛かる
ことにより本管に継手が接続されるもの(実開昭54ー
148931号公報参照)。
Further, the following joints have been proposed especially as a joint used at a branch portion between a main pipe and a mounting pipe. In a joint with one end serving as a receiving end and the other end serving as a spigot, an elastic locking piece is formed at the spigot, the tip of the locking piece is bent outward to provide a burr, and A collar with an outer diameter larger than the diameter of the connection hole of the main pipe is provided on the intermediate outer periphery with the inlet, and when the joint inlet is inserted into the connection hole of the main pipe, the burr of the elastic locking piece is One in which a joint is connected to the main pipe by being caught on the edge of the hole (see Japanese Utility Model Laid-Open No. 54-148931).

【0008】[0008]

【発明が解決しようとする課題】然るに、上記のような
従来の技術においては、それぞれ次のような問題があ
る。すなわち、〜に記載のものにおいては、本管と
取付管とを接続する際に薬剤ないし硬化剤の注入という
工程を要するため、それだけ工数が増える。また、本管
と取付管との接続部分の強度が実質的には硬化剤等によ
って決定されることとなるため、例えば取付管敷設後の
地盤変位によって接続部分の硬化剤等に亀裂が生じた場
合、止水性が全く期待できず、漏水が生じるという問題
がある。
However, each of the above conventional techniques has the following problems. That is, in the cases described in (1) to (4), since a step of injecting a drug or a curing agent is required when connecting the main pipe and the mounting pipe, the number of steps is increased accordingly. Further, since the strength of the connecting portion between the main pipe and the mounting pipe is substantially determined by the hardening agent or the like, for example, the hardening agent or the like in the connecting portion is cracked due to the ground displacement after the installation of the mounting pipe. In this case, there is a problem in that water stopping cannot be expected at all and water leakage occurs.

【0009】また、に記載のものでは、本管の管壁に
継手をセットするのに本管側に継手セット用のロボット
等を挿入して操作する必要があるため、施工工程が複雑
で工数も多くなる等の難点がある。更に、及びに記
載のものにおいては、取付管の接合時に接合方向、角度
の正確さ(つまり高い挿入精度)が要求され、施工が難
しいという問題がある。
Further, in the above-mentioned, since it is necessary to insert a joint setting robot or the like into the main pipe side to operate the joint to set the joint on the pipe wall of the main pipe, the construction process is complicated and the man-hours are increased. There are some drawbacks such as increase in number. Further, in the cases described in and, there is a problem that the accuracy of the joining direction and the angle (that is, high insertion accuracy) is required at the time of joining the attachment pipes, and the construction is difficult.

【0010】一方、に記載の継手においては、本管へ
のセット状態において弾性係止片のかえりが本管接続孔
の孔縁部に単に引っ掛かっているだけであるため、継手
に作用する曲げ力に対して弱いという難点がある。ま
た、本管接続孔の孔縁部に引っ掛かるように継手の先端
部つまり上記かえり部分の外径が本管接続孔の孔径より
も大きくされているため、本管接続孔に取付ける際には
一時的にかえり部分を縮径させて挿入しなければなら
ず、しかも取付け位置が僅かでも狂うと、かえりの先端
部分が本管の外壁面に当接して折れるおそれがある。
On the other hand, in the joint described in (1), since the burr of the elastic locking piece is merely hooked at the hole edge of the main pipe connecting hole in the state of being set on the main pipe, the bending force acting on the joint. There is a disadvantage that it is weak against. Also, since the outer diameter of the tip of the joint, that is, the above-mentioned burr, is made larger than the hole diameter of the main connection hole so that it will be caught by the hole edge of the main connection hole, it is necessary to temporarily install it in the main connection hole. The burr must be reduced in diameter and inserted, and if the mounting position is slightly misaligned, the tip of the burr may abut the outer wall surface of the main pipe and break.

【0011】更に、本管への接続後にかえり部分が本管
内方に突出するため、本管の流下能力を低下させるとい
う難点がある。本発明は、従来における上記のような問
題に対処するもので、本管の接続孔に対して多少位置が
ずれていても所定状態にセットすることができ、しかも
セット後に本管の流下能力の低下を招くおそれのない継
手と、この継手を介して本管に取付けるのに適した取付
管とを提供し、更にこれらを組み合わせることで止水性
能及び強度等に優れた分岐部の接続構造を実現すること
を目的とする。
Furthermore, since the burr portion protrudes inward from the main pipe after the connection to the main pipe, there is a problem that the flow-down ability of the main pipe is lowered. The present invention addresses the above-mentioned problems in the related art, and can be set in a predetermined state even if the position is slightly displaced with respect to the connection hole of the main pipe. We will provide a joint that does not cause deterioration and a mounting pipe suitable for mounting to the main pipe through this joint, and by combining these, a connection structure of the branch part that is excellent in water stopping performance and strength etc. Aim to achieve.

【0012】[0012]

【課題を解決するための手段】上記目的達成のため、本
願の請求項1に記載の発明(以下、第1発明という)
は、地中に埋設された本管に対し、これと交差するよう
に取付管を接合する際に使用される分岐部接合用継手に
おいて、次のように構成した。すなわち、継手の一端部
に、軸方向に延びるスリットを有する差口を設け、その
先端形状を本管の接続孔周辺部の内壁面形状に沿うよう
に形成する。そして、この差口における外径を上記接続
孔の孔径よりも小さくし、内径を当該継手の他端部ない
し中間部の内径よりも小さい寸法に設定する。更に、本
管接続孔への継手セット時に該接続孔に入り込む差口部
分の長さを本管における接続孔周辺部の管壁の肉厚と略
同等か又はそれ以下に設定する一方、上記差口の外周に
は、継手セット時に当該継手と本管との間をシールする
止水部材を備える。
In order to achieve the above object, the invention according to claim 1 of the present application (hereinafter referred to as the first invention)
Is a branch joint for use in joining a mounting pipe to a main pipe buried in the ground so as to intersect with the main pipe, and is configured as follows. That is, an opening having a slit extending in the axial direction is provided at one end of the joint, and the tip end shape is formed so as to follow the inner wall surface shape of the peripheral portion of the connection hole of the main pipe. Then, the outer diameter of this inlet is made smaller than the hole diameter of the connection hole, and the inner diameter is set to be smaller than the inner diameter of the other end portion or the intermediate portion of the joint. Further, the length of the insertion portion that enters the connection hole when setting the joint to the main pipe connection hole is set to be substantially equal to or less than the wall thickness of the pipe wall around the connection hole in the main pipe, while the difference A water stop member is provided on the outer circumference of the mouth to seal between the joint and the main pipe when the joint is set.

【0013】尚、上記継手の他端部には、取付管接続用
の受口を設けてもよいし設けなくてもよい。また、本願
の請求項2に記載の発明(以下、第2発明という)は、
上記継手を介して本管に接続される取付管として、次の
ように構成した。すなわち、一端部に差口を設け、この
差口の先端を、本管への取付け時に本管内方に突出しな
いように本管接続孔周辺部の内壁面形状に沿う形状に形
成すると共に、その差口の外径を上記継手の他端部又は
中間部の内径と略同等か又は僅かに小さくて差口内径よ
りも大きい寸法に設定する。
The other end of the joint may or may not be provided with a receiving port for connecting a mounting pipe. The invention according to claim 2 of the present application (hereinafter referred to as the second invention) is
The attachment pipe connected to the main pipe via the joint was constructed as follows. That is, a spigot is provided at one end, and the tip of this spigot is formed into a shape that conforms to the inner wall surface shape of the main pipe connection hole peripheral portion so as not to project inward of the main pipe when attached to the main pipe, and The outer diameter of the spigot is set to be substantially equal to or slightly smaller than the inner diameter of the other end or the intermediate portion of the joint and larger than the inner diameter of the spigot.

【0014】更に、本願の請求項3に記載の発明(以
下、第3発明という)は、地中に埋設された本管に請求
項1の分岐部接合用継手を介して請求項2の取付管を取
付けてなる分岐部接続構造として、次のように構成し
た。すなわち、本管の接続孔に上記継手の差口を挿入し
た上で、その継手内に上記取付管の差口を挿入して、そ
の継手及び取付管を互いに接着接合する。
Further, the invention according to claim 3 of the present application (hereinafter referred to as the third invention) is attached to the main pipe buried in the ground via the joint for branching part according to claim 1 according to claim 2. The branch connection structure with the pipes attached was constructed as follows. That is, after inserting the spigot of the joint into the connection hole of the main pipe, the spigot of the mounting pipe is inserted into the joint, and the joint and the mounting pipe are adhesively bonded to each other.

【0015】ここで、上記継手の本体部分の形状、つま
り継手本体の形状は、取付管との接続が可能でありさえ
すればよい。従って、円筒状のほか、例えば楕円形や多
角形等の形状でもよく、特に限定されるものではない。
また、このような継手本体としては、耐食性能や製造の
容易さ等を考慮すると、塩化ビニル樹脂、ポリエチレ
ン、ポリプロピレン等の材質でなる射出成形品を使用す
るのが好ましい。その場合、強度を高めるために継手本
体外周面にガラス繊維等を巻きつけて補強したものを用
いてもよい。
Here, the shape of the main body portion of the joint, that is, the shape of the joint main body, is only required to be connectable to the mounting pipe. Therefore, in addition to the cylindrical shape, the shape may be, for example, an elliptical shape or a polygonal shape, and is not particularly limited.
Further, as such a joint body, it is preferable to use an injection molded product made of a material such as vinyl chloride resin, polyethylene, polypropylene or the like, in consideration of corrosion resistance and ease of manufacturing. In that case, in order to increase the strength, the outer peripheral surface of the joint body may be reinforced by winding glass fiber or the like.

【0016】一方、止水部材は、本管接続孔の内周面と
接触するような差口部分に配置する必要があるが、更に
その周辺部の本管外壁面にも接触するように差口の基端
側、つまり差口先端と反対側へ装着範囲を拡張しておく
ことが好ましい(図4参照)。このような止水部材とし
て通常はゴムパッキン等の弾性体を使用するが、本管側
に押圧された時に十分な止水性能を発揮しうるものであ
ればよい。
On the other hand, the water blocking member needs to be arranged at the opening portion so as to come into contact with the inner peripheral surface of the main pipe connecting hole. It is preferable to extend the mounting range to the base end side of the mouth, that is, the side opposite to the front end of the outlet (see FIG. 4). An elastic body such as a rubber packing is usually used as such a water blocking member, but any member capable of exhibiting sufficient water blocking performance when pressed against the main pipe side may be used.

【0017】尚、本管の径が小さくて肉厚が薄いために
止水部材の装着範囲が十分にとれない場合には、上述し
たように装着範囲を本管外壁面に沿って広くとってやれ
ばよい。また、本管と止水部材との密着性を高めて本管
に対する固定力を向上させたい場合には、取付管挿入後
における止水部材の圧縮率が大きくなるように、差口の
先端側の肉厚を厚目に設定しておけばよい。
In the case where the water blocking member cannot be mounted in a sufficient range because the diameter of the main pipe is small and the wall thickness is thin, the mounting range is set wide along the outer wall surface of the main pipe as described above. I should do it. Also, if you want to improve the adhesion between the main pipe and the water blocking member to improve the fixing force to the main pipe, make sure that the compression ratio of the water blocking member after inserting the mounting pipe is large, You can set the thickness of the thicker.

【0018】更に、継手の差口内まで取付管を挿入した
時に、その差口の拡径に伴って生じる曲げ応力が継手差
口の材質の許容範囲を越えるおそれがある場合には、い
わゆる曲げスパンが大きくなるように差口におけるスリ
ットの長さを長くすればよい(図5参照)。このように
すると、取付管挿入時に差口に生じる曲げ応力を小さく
することができる。
Further, when the mounting pipe is inserted into the opening of the joint and the bending stress caused by the expansion of the opening may exceed the allowable range of the material of the joint, the so-called bending span is used. The length of the slit at the front end may be lengthened so as to increase (see FIG. 5). By doing so, the bending stress generated at the opening when the mounting tube is inserted can be reduced.

【0019】[0019]

【作用】上記の構成によれば、継手の一端部に設けられ
た差口の外径が本管の接続孔の孔径よりも小さい寸法に
設定されているから、例えば本管接続孔等にネジを切っ
て螺合させる場合のような高い挿入精度を要求されるこ
とがない。従って、本管接続孔に継手差口を挿入する際
に、差口の挿入位置が多少ずれていても本管接続孔に挿
入することができることになる。
According to the above construction, since the outer diameter of the spout provided at one end of the joint is set to be smaller than the hole diameter of the connection hole of the main pipe, for example, the main connection hole is screwed. There is no need for high insertion accuracy as in the case of cutting and screwing. Therefore, when the joint spigot is inserted into the main pipe connection hole, the spigot can be inserted into the main pipe connection hole even if the insertion position of the joint is slightly displaced.

【0020】また、この継手の差口においては、本管接
続孔への継手セット時にその接続孔に入り込む部分の長
さが本管における接続孔周辺部の管壁の肉厚と略同等か
又はそれ以下とされていることにより、本管接続孔への
挿入後に差口先端側が本管内方に突出しなくなるから、
本管の流下能力の低下を回避することができる。更に、
このようにして本管接続孔に継手の差口を挿入した後、
その継手内に取付管を挿入して、その取付管における差
口先端部を継手差口内に位置させると、継手差口はその
内側から取付管によって外方に押され、その分だけ拡径
する。その結果、差口の外周に設けられた止水部材が本
管接続孔の周辺部に圧着されることにより、継手と本管
との間が確実にシールされた状態で、両者が固定される
ことになる。これにより、本管と取付管とが継手を介し
て強固且つ確実に接続されると共に、継手と本管との間
において十分な止水性が確保されることになる。
Further, at the outlet of this joint, the length of the portion that enters the connection hole when setting the joint in the main pipe connection hole is substantially equal to the wall thickness of the pipe wall around the connection hole in the main pipe, or By setting it to be less than that, the insertion end tip side will not project into the main pipe after insertion into the main pipe connection hole,
It is possible to avoid a decrease in the flow-down ability of the main pipe. Furthermore,
In this way, after inserting the joint spigot into the main connection hole,
When the mounting pipe is inserted into the joint and the tip of the spigot in the mounting pipe is located inside the joint spigot, the joint spigot is pushed outward from the inside by the mounting pipe, and the diameter increases by that amount. .. As a result, the water blocking member provided on the outer periphery of the spigot is pressure-bonded to the peripheral portion of the main pipe connection hole, so that the joint and the main pipe are securely sealed and both are fixed. It will be. As a result, the main pipe and the mounting pipe are firmly and surely connected to each other via the joint, and sufficient water shutoff is secured between the joint and the main pipe.

【0021】しかも、このようにして本管と継手とが止
水部材を挟んで機械的に接合される一方で、継手とこれ
に挿入された取付管とが互いに接着接合されるため、例
えば取付管敷設後における地盤変位等によって取付管分
岐部に対して圧縮方向の力や曲げ力が作用しても、それ
らの力が止水部材の柔軟性によって吸収される。これに
より、取付管分岐部における亀裂の発生が回避でき、止
水性能の低下ひいては漏水の発生が未然に防止されるこ
とになる。
In addition, since the main pipe and the joint are mechanically joined to each other with the water blocking member interposed therebetween in this manner, the joint and the fitting pipe inserted therein are adhesively joined to each other. Even if a force in the compression direction or a bending force acts on the mounting pipe branch portion due to ground displacement or the like after laying the pipe, those forces are absorbed by the flexibility of the water blocking member. As a result, it is possible to avoid the occurrence of cracks at the branch portion of the mounting pipe, and to prevent the deterioration of the water-stop performance and the occurrence of water leakage.

【0022】また、上記のように本願の第1〜3発明の
構成によると、本管と取付管との接続作業において本管
側からの処理が不要となるので、その分だけ工数が減る
ことになる。
Further, according to the first to third inventions of the present application as described above, since the process from the main pipe side is unnecessary in the connecting work between the main pipe and the mounting pipe, the man-hours are reduced accordingly. become.

【0023】[0023]

【実施例】以下、本発明の実施例を説明する。図1に示
すように、この実施例に係る継手1は、一端部を除いた
部分の外径が本管3の接続孔3aの孔径よりも大きい段
付き円筒形状の継手本体2を有する。そして、この継手
本体2の一端部に本管接続孔3aに対する差口2aが設
けられていると共に、他端部には後述する取付管(図2
参照)の挿入位置を規制するストッパー部2bが形成さ
れている。
EXAMPLES Examples of the present invention will be described below. As shown in FIG. 1, the joint 1 according to this embodiment has a stepped cylindrical joint body 2 whose outer diameter except for one end is larger than the hole diameter of the connection hole 3 a of the main pipe 3. A joint 2a for the main pipe connection hole 3a is provided at one end of the joint body 2, and an attachment pipe (see FIG. 2) described later is provided at the other end.
The stopper portion 2b is formed to regulate the insertion position (see the reference).

【0024】継手本体2の差口2aは、本管接続孔3a
に容易に挿入し得るように、接続孔3aの孔径よりも小
さな外径を有し、その周壁には軸方向に延びる複数のス
リット2c・・・2cが形成されている。また、この差
口2aにおいては、本管接続孔3aへの継手セット時
に、その先端が本管3の内方に突出しないように、接続
孔3aに入り込む部分の長さが本管接続孔周辺部の管壁
の肉厚と略同等とされていると共に、先端形状が本管接
続孔3aの周辺部の内壁面形状に沿うような形状とされ
ている。そして、その差口先端に向けて内面が先細りの
テーパ状に形成されていることにより、その先端の内径
が差口2aの基端側の内径、つまり継手本体2の中間部
2dの内径よりも小さい寸法に設定されている。
The outlet 2a of the joint body 2 is a main pipe connection hole 3a.
2c has a smaller outer diameter than the diameter of the connection hole 3a, and a plurality of slits 2c ... 2c extending in the axial direction are formed on the peripheral wall of the connection hole 3a. In addition, in this spigot 2a, the length of the part that enters the connection hole 3a is set so as not to project into the main pipe 3 when the joint is set in the main connection hole 3a. The wall shape is approximately the same as the wall thickness of the pipe portion, and the tip shape is formed so as to follow the inner wall surface shape of the peripheral portion of the main pipe connecting hole 3a. Further, since the inner surface is formed in a tapered shape toward the tip of the outlet, the inner diameter of the tip is smaller than the inner diameter of the proximal end of the outlet 2a, that is, the inner diameter of the intermediate portion 2d of the joint body 2. It is set to a small size.

【0025】更に、この差口2aの外周には、止水部材
として環状のゴムパッキン4が装着されている。そし
て、本管3の接続孔3aに継手2をセットした状態で、
図2に示すように継手本体2内に取付管5の一端部に設
けられた差口5aを矢印A方向に挿入して、その取付管
差口5aの先端を図3に示すように継手差口2a内に位
置させた時に、継手差口2aがその内側の取付管差口5
aによって拡開され、これに伴ってゴムパッキン4が継
手差口2aと本管接続孔3aの孔縁部との間に挟まれ
て、それらに圧縮状態で密着することにより、継手1と
本管3との間がシールされるようになっている。
Further, an annular rubber packing 4 is attached to the outer periphery of the spigot 2a as a water blocking member. Then, with the joint 2 set in the connection hole 3a of the main pipe 3,
As shown in FIG. 2, an insertion port 5a provided at one end of the mounting pipe 5 is inserted in the joint body 2 in the direction of arrow A, and the tip of the mounting pipe insertion port 5a is inserted as shown in FIG. When located in the port 2a, the joint port 2a is attached to the inner side of the mounting pipe port 5
a, the rubber packing 4 is sandwiched between the joint opening 2a and the hole edge portion of the main pipe connecting hole 3a, and closely adheres to them in a compressed state, whereby The pipe 3 and the pipe 3 are sealed.

【0026】ここで、取付管5の差口5aは、本管3へ
の取付け時に本管内方に突出しないように、先端が本管
接続孔3aの周辺部の内壁面形状に沿う形状に形成され
ている。また、この取付管差口5aの外径は、継手2の
中間部2dの内径よりも僅かに小さく且つ継手差口2a
の先端側の内径よりも大きい寸法とされている。つま
り、取付管差口5aの外径は、継手2の中間部2b及び
差口2aの両内径の間の寸法を有する。
Here, the end 5a of the attachment pipe 5 is formed in a shape along the inner wall surface shape of the peripheral portion of the main pipe connection hole 3a so as not to project inward of the main pipe when being attached to the main pipe 3. Has been done. Further, the outer diameter of the attachment pipe opening 5a is slightly smaller than the inner diameter of the intermediate portion 2d of the joint 2 and the joint opening 2a
The size is larger than the inner diameter of the tip side. That is, the outer diameter of the attachment pipe inlet 5a has a dimension between the inner diameters of the intermediate portion 2b of the joint 2 and the inlet 2a.

【0027】尚、継手2内に取付管5が挿入される時に
は、両者の接触面となる部分、つまり取付管5の挿入部
の外面や継手2の内面に接着剤6が塗布されることによ
り、互いに接着接合される。上記継手1及び取付管5
は、次のようにして本管3の所定位置に取付けられる。
When the mounting pipe 5 is inserted into the joint 2, the adhesive 6 is applied to the contact surface between the two, that is, the outer surface of the insertion portion of the mounting pipe 5 and the inner surface of the joint 2. , Adhesively bonded to each other. The fitting 1 and the mounting pipe 5
Is attached to a predetermined position of the main pipe 3 as follows.

【0028】先ず、本管3の管壁を削孔して、図2に示
すように、継手2におけるゴムパッキン4の外径と同程
度か僅かに大きい径(但し、継手差口2aの拡径後のゴ
ムパッキン外径よりも小さい径)を有する接続孔3aを
形成する。接続孔形成後、その接続孔3aに継手2のゴ
ムパッキン付き差口2aを差し込む(図1参照)。この
時、継手2においては、差口2aの外径が接続孔3aの
孔径よりも小さくされており、しかもゴムパッキン4の
外径も接続孔3aの孔径と同程度もしくは僅かに小さい
寸法とされているから、接続孔3a内に差口2aを極め
て容易に挿入することができる。
First, the pipe wall of the main pipe 3 is drilled, and as shown in FIG. 2, a diameter that is about the same as or slightly larger than the outer diameter of the rubber packing 4 in the joint 2 (however, the diameter of the joint inlet 2a is increased). The connection hole 3a having a diameter smaller than the outer diameter of the rubber packing after the diameter is formed. After forming the connection hole, the outlet 2a with the rubber packing of the joint 2 is inserted into the connection hole 3a (see FIG. 1). At this time, in the joint 2, the outer diameter of the spigot 2a is made smaller than the hole diameter of the connection hole 3a, and the outer diameter of the rubber packing 4 is set to the same or slightly smaller than the hole diameter of the connection hole 3a. Therefore, the spigot 2a can be extremely easily inserted into the connection hole 3a.

【0029】次に、継手1内に取付管5の差口5aを挿
入して、その取付管差口5aの先端部を継手差口2a内
に位置させる。このようにすると、継手差口2aはその
内側から取付管差口5aによって外方に押されて所定量
だけ拡径する。その結果、図3に示すように、ゴムパッ
キン4が継手差口2aと本管接続孔3aの孔縁部との間
に挟まれて、それらに圧縮状態で密着する。これによ
り、本管3と取付管4とが継手1を介して確実且つ強固
に接続されると共に、継手1と本管3との間が確実にシ
ールされ、それらの間において十分な止水性が確保され
ることになる。
Next, the insertion port 5a of the attachment pipe 5 is inserted into the joint 1, and the tip of the attachment pipe insertion port 5a is positioned inside the joint insertion port 2a. By doing so, the joint opening 2a is pushed outward from the inside by the mounting pipe opening 5a, and the diameter is expanded by a predetermined amount. As a result, as shown in FIG. 3, the rubber packing 4 is sandwiched between the joint opening 2a and the hole edge portion of the main pipe connecting hole 3a, and adheres thereto in a compressed state. As a result, the main pipe 3 and the mounting pipe 4 are surely and firmly connected to each other via the joint 1, and the joint 1 and the main pipe 3 are surely sealed, so that a sufficient waterproof property is provided between them. Will be secured.

【0030】尚、上記取付管5の挿入時には、その差口
5aの外面や継手1の内面に予め接着剤が塗布されるの
で、継手1と取付管5とが互いに接着接合され、両者の
結合が一層強固なものとなる。更に、このようにしてゴ
ムパッキン4を挟持した状態で本管3と継手1とが機械
的嵌合により接合される一方、その継手1の差口2aに
は取付管5が挿入されて互いに接着接合されているの
で、例えば取付管敷設後における地盤変位等によって取
付管分岐部に対して圧縮方向の力や曲げ力が作用して
も、それらの力がゴムパッキン4のもつ柔軟性によって
吸収される。これにより、取付管分岐部における亀裂の
発生が回避でき、止水性能の低下つまり漏水の発生が未
然に防止されることになる。
When the mounting pipe 5 is inserted, the adhesive is applied to the outer surface of the spigot 5a and the inner surface of the joint 1 in advance, so that the joint 1 and the mounting pipe 5 are adhesively joined to each other and the two are joined together. Will become even stronger. Further, while the rubber packing 4 is sandwiched in this manner, the main pipe 3 and the joint 1 are joined by mechanical fitting, while the fitting pipe 5 is inserted into the opening 2a of the joint 1 and adhered to each other. Since they are joined, even if a force in the compression direction or a bending force acts on the mounting pipe branch portion due to, for example, ground displacement after laying the mounting pipe, those forces are absorbed by the flexibility of the rubber packing 4. It As a result, it is possible to avoid the occurrence of cracks at the branch portion of the mounting pipe, and to prevent the deterioration of the waterproof performance, that is, the occurrence of water leakage.

【0031】尚、上記実施例においては、ゴムパッキン
4の幅(軸方向の長さ)が本管3の接続孔周辺部の管壁
の肉厚と略同等とされているが、図4に示す第2実施例
のように、継手11の差口12aの全長を本管13の接
続孔13aの周辺部管壁の肉厚よりも大きくし、その差
口12aの外周に比較的広い幅を有するゴムパッキン1
4を装着してもよい。このようにすると、本管13の接
続孔周辺部の外壁面にもゴムパッキン14が密着するの
で、止水性能を更に向上させることができ、しかも曲げ
力等に対しても一層柔軟に対処できることになる。
In the above embodiment, the width (axial length) of the rubber packing 4 is substantially the same as the wall thickness of the pipe wall around the connection hole of the main pipe 3, but FIG. As in the second embodiment shown, the total length of the spigot 12a of the joint 11 is made larger than the wall thickness of the peripheral portion pipe wall of the connection hole 13a of the main pipe 13, and a relatively wide width is provided on the outer circumference of the spigot 12a. Rubber packing 1
4 may be attached. In this case, the rubber packing 14 is also brought into close contact with the outer wall surface around the connection hole of the main pipe 13, so that the water blocking performance can be further improved and the bending force can be dealt with more flexibly. become.

【0032】また、図5に示す第3実施例のように、継
手21の差口22aの全長を大きくして、その全長にわ
たってスリット(図示せず)を設けるようにしてもよ
い。このようにすると、継手差口22a内まで取付管2
5を挿入した時にその差口22aの拡径に伴って生じる
曲げ応力が相対的に小さくなるので、曲げ応力に対して
比較的弱い材質のものを使用した場合でも、取付管挿入
時における差口22aの折損を確実に回避することがで
きる。
Further, as in the third embodiment shown in FIG. 5, the total length of the spigot 22a of the joint 21 may be increased and a slit (not shown) may be provided over the entire length. By doing this, the mounting pipe 2 is extended to the inside of the joint inlet 22a.
Since the bending stress caused by the diameter expansion of the insertion port 22a becomes relatively small when 5 is inserted, even if a material relatively weak against the bending stress is used, the insertion port when inserting the mounting pipe It is possible to surely avoid breakage of 22a.

【0033】更に、本管接続孔への継手セット時にゴム
パッキンが継手軸方向に圧縮されて本管の内方に突出す
る危険性がある場合には、図6に示す第4実施例のよう
に、継手31における差口32aの基端側の外方に本管
33に対するストッパー部32eを設ければよい。この
ようにすると、本管接続孔33aに継手差口32aを所
定量だけ挿入した時に、前記ストッパー部32eが本管
接続孔33aの周辺部外壁面に当接して、それ以上の挿
入が阻止されることにより、継手軸方向に沿ったゴムパ
ッキン34の必要以上の圧縮が防止されるので、上記の
ような本管33の内方への突出の危険性を解消すること
ができる。
Further, when there is a risk that the rubber packing is compressed in the joint axial direction and protrudes inward of the main pipe when the joint is set in the main pipe connection hole, as in the fourth embodiment shown in FIG. In addition, the stopper portion 32e for the main pipe 33 may be provided outside the base end side of the outlet 32a of the joint 31. With this configuration, when the joint insertion hole 32a is inserted into the main pipe connection hole 33a by a predetermined amount, the stopper portion 32e comes into contact with the outer peripheral wall surface of the main pipe connection hole 33a and further insertion is prevented. As a result, the rubber packing 34 is prevented from being compressed more than necessary along the joint axial direction, so that the above-described danger of the main pipe 33 protruding inward can be eliminated.

【0034】[0034]

【発明の効果】以上のように本発明によれば、本管の接
続孔に継手の差口を挿入する際に高い挿入精度を要求さ
れることがないので、本管接続孔に継手を比較的容易に
セットすることができ、しかも挿入後その継手差口内に
取付管を挿入して両者を接着接合することで、該継手を
介して本管と取付管とが確実且つ強固に接続されること
になる。
As described above, according to the present invention, since a high insertion accuracy is not required when inserting the spigot of the joint into the connection hole of the main pipe, a joint is compared with the main pipe connection hole. The main pipe and the mounting pipe can be reliably and firmly connected via the joint by inserting the mounting pipe into the joint opening after the insertion and bonding the two together It will be.

【0035】また、接続後は継手と本管との間が止水部
材によって十分に止水されるのみならず、例えば地盤変
位によって接続部に対して圧縮方向の力や曲げ力が作用
しても、それらの力が止水部材の柔軟性によって吸収さ
れるので、取付管分岐部における亀裂の発生が回避で
き、止水性能の低下ひいては漏水の発生が未然に防止さ
れることになる。
Further, after the connection, not only the water between the joint and the main pipe is sufficiently stopped by the water stop member, but also the force in the compression direction or the bending force acts on the connection portion due to the ground displacement, for example. However, since those forces are absorbed by the flexibility of the water blocking member, it is possible to avoid the occurrence of cracks at the branch portion of the mounting pipe, and to prevent the deterioration of the water blocking performance and the occurrence of water leakage.

【0036】更に、本管接続孔への継手セット時にその
接続孔に入り込む継手部分の長さが本管における接続孔
周辺部の管壁の肉厚と略同等か又はそれ以下とされてい
ることにより、本管接続孔への挿入後に継手が本管内方
に突出しなくなるから、本管の流下能力の低下を来さな
いことになる。
Furthermore, the length of the joint portion that enters the connection hole when setting the joint in the main pipe connection hole is approximately equal to or less than the wall thickness of the pipe wall around the connection hole in the main pipe. As a result, the joint does not project inwardly of the main pipe after being inserted into the main pipe connection hole, so that the flow-down capability of the main pipe does not decrease.

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

【図1】本発明の第1実施例に係る継手を示す一部縦断
正面図である。
FIG. 1 is a partially longitudinal front view showing a joint according to a first embodiment of the present invention.

【図2】上記継手を介して本管に取付管を接続する前の
状態を示す一部縦断正面図である。
FIG. 2 is a partially longitudinal front view showing a state before connecting a mounting pipe to a main pipe through the joint.

【図3】本管の接続孔に継手を介して取付管を接続した
状態を示す一部縦断正面図である。
FIG. 3 is a partially longitudinal front view showing a state in which an attachment pipe is connected to a connection hole of a main pipe via a joint.

【図4】本発明の第2実施例を示すもので、本管の接続
孔に継手を介して取付管を接続した状態を示す一部縦断
正面図である。
FIG. 4 shows a second embodiment of the present invention and is a partially longitudinal front view showing a state in which an attachment pipe is connected to a connection hole of the main pipe via a joint.

【図5】本発明の第3実施例を示すもので、本管の接続
孔に継手を介して取付管を接続した状態を示す一部縦断
正面図である。
FIG. 5 shows a third embodiment of the present invention and is a partially longitudinal front view showing a state in which an attachment pipe is connected to a connection hole of the main pipe via a joint.

【図6】本発明の第4実施例を示すもので、本管の接続
孔に継手を介して取付管を接続した状態を示す一部縦断
正面図である。
FIG. 6 shows a fourth embodiment of the present invention and is a partially longitudinal front view showing a state in which an attachment pipe is connected to a connection hole of the main pipe via a joint.

【符号の説明】[Explanation of symbols]

1,11,21,31・・・分岐部接合用継手、 2・・・継手本体、 2a,12a、22a,32a・・・継手差口、 2c・・・スリット、 3,13,33・・・本管、 3a,13a,33a・・・接続孔、 4,14,34・・・止水部材(ゴムパッキン) 5,25・・・取付管、 5a・・・取付管差口。 1,11,21,31 ... Joint for joining branch part, 2 ... Joint body, 2a, 12a, 22a, 32a ... Joint opening, 2c ... Slit, 3, 13, 33 ... -Main pipe, 3a, 13a, 33a ... Connection hole, 4, 14, 34 ... Water blocking member (rubber packing) 5,25 ... Mounting pipe, 5a ... Mounting pipe outlet.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 地中に埋設された本管に対し、これと交
差するように取付管を接合する際に使用される分岐部接
合用継手であって、一端部に、軸方向に延びるスリット
が設けられて先端形状が本管の接続孔周辺部の内壁面形
状に沿うように形成された差口が設けられており、この
差口における外径が上記接続孔の孔径よりも小さくて内
径が当該継手の他端部ないし中間部の内径よりも小さい
寸法に設定されていると共に、本管接続孔への継手セッ
ト時に該接続孔に入り込む部分の長さが本管における接
続孔周辺部の管壁の肉厚と略同等か又はそれ以下とされ
ており、且つ上記差口の外周には、継手セット時に当該
継手と本管との間をシールする止水部材が備えられてい
ることを特徴とする分岐部接合用継手。
1. A branch joint for use in joining a mounting pipe to a main pipe buried in the ground so as to intersect with the main pipe, the slit extending in the axial direction at one end. Is provided and the tip shape is formed so as to follow the shape of the inner wall surface around the connection hole of the main pipe, and the outer diameter at this opening is smaller than the hole diameter of the connection hole and the inner diameter. Is set to a size smaller than the inner diameter of the other end or the intermediate portion of the joint, and the length of the portion that enters the connection hole when setting the joint in the main pipe connection hole is the length of the peripheral portion of the connection hole in the main pipe. The wall thickness is approximately equal to or less than the wall thickness of the pipe wall, and the outer circumference of the spigot is provided with a water blocking member that seals between the joint and the main pipe when the joint is set. A characteristic joint for joining branch parts.
【請求項2】 地中に埋設された本管に対し、これと交
差するように取付けられる取付管であって、一端部に差
口が設けられており、その差口の先端が、本管への取付
け時に本管内方に突出しないように本管接続孔周辺部の
内壁面形状に沿う形状に形成されていると共に、その差
口の外径が、請求項1に記載の継手の他端部ないし中間
部の内径と略同等か又は僅かに小さくて差口内径よりも
大きい寸法に設定されていることを特徴とする取付管。
2. A mounting pipe which is mounted so as to intersect with a main pipe buried in the ground, wherein an end portion is provided with a spigot, and the tip of the spigot is the main pipe. The other end of the joint according to claim 1, which is formed in a shape along the inner wall surface shape of the main pipe connection hole peripheral portion so as not to project inward of the main pipe when attached to the main pipe. An installation pipe characterized by being set to have a size substantially equal to or slightly smaller than the inner diameter of the portion or the intermediate portion and larger than the inner diameter of the outlet.
【請求項3】 地中に埋設された本管に請求項1に記載
の分岐部接合用継手を介して請求項2に記載の取付管を
取付けてなる分岐部接続構造であって、本管の接続孔に
上記継手の差口が挿入された上で、その継手内に上記取
付管の差口が挿入されて両者が接着接合されていること
を特徴とする分岐部接続構造。
3. A branch portion connecting structure in which the mounting pipe according to claim 2 is attached to the main pipe buried in the ground via the branch joint joint according to claim 1. The branch connection structure, wherein the joint opening is inserted into the connection hole, and then the attachment pipe opening is inserted into the joint to bond the both.
JP27104391A 1991-10-18 1991-10-18 Branch part connection joint, attached pipe and branch part connection structure Pending JPH05106774A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP27104391A JPH05106774A (en) 1991-10-18 1991-10-18 Branch part connection joint, attached pipe and branch part connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP27104391A JPH05106774A (en) 1991-10-18 1991-10-18 Branch part connection joint, attached pipe and branch part connection structure

Publications (1)

Publication Number Publication Date
JPH05106774A true JPH05106774A (en) 1993-04-27

Family

ID=17494609

Family Applications (1)

Application Number Title Priority Date Filing Date
JP27104391A Pending JPH05106774A (en) 1991-10-18 1991-10-18 Branch part connection joint, attached pipe and branch part connection structure

Country Status (1)

Country Link
JP (1) JPH05106774A (en)

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