JPH09242171A - Connecting structure of outdoor drain pipe and drainage basin - Google Patents

Connecting structure of outdoor drain pipe and drainage basin

Info

Publication number
JPH09242171A
JPH09242171A JP4753596A JP4753596A JPH09242171A JP H09242171 A JPH09242171 A JP H09242171A JP 4753596 A JP4753596 A JP 4753596A JP 4753596 A JP4753596 A JP 4753596A JP H09242171 A JPH09242171 A JP H09242171A
Authority
JP
Japan
Prior art keywords
outdoor
drainage pipe
receiving port
drain pipe
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
JP4753596A
Other languages
Japanese (ja)
Other versions
JP3434404B2 (en
Inventor
Kunio Iwai
邦央 岩井
Kazuo Takahashi
和夫 高橋
Yonekazu Yamada
米数 山田
Ryoichi Isayama
良一 諫山
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.)
TOKYO MET GOV GESUIDO SERVICE
TOKYO MET GOV GESUIDO SERVICE KK
Sekisui Chemical Co Ltd
Original Assignee
TOKYO MET GOV GESUIDO SERVICE
TOKYO MET GOV GESUIDO SERVICE KK
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 MET GOV GESUIDO SERVICE, TOKYO MET GOV GESUIDO SERVICE KK, Sekisui Chemical Co Ltd filed Critical TOKYO MET GOV GESUIDO SERVICE
Priority to JP04753596A priority Critical patent/JP3434404B2/en
Publication of JPH09242171A publication Critical patent/JPH09242171A/en
Application granted granted Critical
Publication of JP3434404B2 publication Critical patent/JP3434404B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To prevent the easy damage in the connecting sections of an outdoor drain pipe and a drainage basin by an earthquake. SOLUTION: In the connecting structure of an outdoor drain pipe 3 connected to a building equipment drain pipe and piped into an outdoor ground and a drainage basin 4 buried into the ground, a socket 411 is formed to the side wall of the drainage basin 4, and the outdoor drain pipe 3 is bonded under the state, in which the drain pipe 3 is inserted into the socket 411. The inside diameter of the socket 411 is formed in 1.4 times or more of the outside diameter of the outdoor drain pipe 3 at that time, an elastic cylindrical body 8 capable of holding the outdoor drain pipe 3 at the center of the socket 411 and having elasticity is interposed in approximately overall length between the socket 411 and the outdoor drain pipe 3, and the opening end of the socket 411 has an inserting hole 92, into which the outdoor drain pipe 3 is inserted, and is sealed by an elastic cap 9 following the movement of the outdoor drain pipe 3 and capable of being elastically deformed.

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
ている排水桝と排水管との接続構造に関する。
TECHNICAL FIELD The present invention relates to a connection structure between a drainage basin and a drainage pipe that are buried in the ground.

【0002】[0002]

【従来の技術】 地震が生じると、建物の振動や地盤の
歪によって、建物内に配管されている建物設備排水管
と、地中に埋設されている排水桝との位置関係に変位が
生じることが明らかになっている。ところで、図10に
示すように、樹脂製の建物設備排水管10と樹脂製排水
桝20とは、一般的に、樹脂製の屋外排水管30を介し
て接続されており、屋外排水管30の一端は、前記建物
設備排水管10に接着剤で固定され、屋外排水管30の
他端は、排水桝20に設けられている受け口201に接
着剤で固定されている。
2. Description of the Related Art When an earthquake occurs, the vibration of a building or the distortion of the ground causes a displacement in a positional relationship between a drainage pipe for building equipment piped in the building and a drainage pit buried underground. Is revealed. By the way, as shown in FIG. 10, the resin building drainage pipe 10 and the resin drainage basin 20 are generally connected via a resin outdoor drainage pipe 30. One end is fixed to the building equipment drain pipe 10 with an adhesive, and the other end of the outdoor drain pipe 30 is fixed to a receiving port 201 provided in the drainage pipe 20 with an adhesive.

【0003】[0003]

【発明が解決しようとする課題】 しかしながら、上記
従来の技術では、建物設備排水管10と屋外排水管30
との接続部、ならびに、屋外排水管30と排水桝20の
受け口201との接続部では、建物設備排水管10と排
水桝20との位置関係の変位を全く吸収することができ
ないので、地震が生じると、屋外排水管30に剪断応力
や押込ならびに引抜応力が作用して、特に接続部で破損
が生じ易いという問題があった。
However, in the above-mentioned conventional technology, the building equipment drain pipe 10 and the outdoor drain pipe 30 are not provided.
At the connection portion with the outdoor drainage pipe 30 and the connection portion with the receiving port 201 of the drainage basin 20, the displacement of the positional relationship between the building equipment drainage pipe 10 and the drainage basin 20 cannot be absorbed at all. When it occurs, there is a problem that shear stress, indentation and withdrawal stress act on the outdoor drainage pipe 30, and damage is likely to occur particularly at the connection portion.

【0004】ちなみに、実公平4−12144号公報に
記載されているように、排水桝の受け口を、内周部にゴ
ム輪を装着させたゴム輪受け口とし、このゴム輪受け口
に屋外排水管を差し込んだだけの接続構造も知られてい
る。この従来技術では、屋外排水管が軸方向へ移動可能
となっているので、上記従来技術に比べると僅かながら
地震に対して強いものの、屋外排水管の軸方向への移動
が受け口の奥に設けられている段差に当接するまでの範
囲に限られているし、屋外排水管の径方向への移動がほ
とんど不可能である(ゴム輪の断面形状を小さくし、か
つ、受け口の内周面にゴム輪装着用の溝を設けることで
受け口と屋外排水管との間に極力隙間が生じないように
しているため)ので、地震対策が十分に施されていると
はいえない。
[0004] Incidentally, as described in Japanese Utility Model Publication No. 4-12144, the receptacle of the drainage basin is a rubber ring receptacle having a rubber ring mounted on the inner periphery thereof, and an outdoor drainage pipe is provided in the rubber ring receptacle. Connection structures that are simply inserted are also known. In this conventional technology, since the outdoor drainage pipe is movable in the axial direction, although it is slightly stronger than the above-mentioned conventional technology against earthquakes, the axial movement of the outdoor drainage pipe is provided at the back of the receiving port. It is limited to the range where it comes into contact with the existing step, and it is almost impossible to move the outdoor drainage pipe in the radial direction (the cross-sectional shape of the rubber ring is made small and the inner peripheral surface of the receiving port is Since the gap for the rubber ring is provided to prevent the gap between the receiving port and the outdoor drainage pipe as much as possible), it cannot be said that sufficient earthquake countermeasures have been taken.

【0005】そこで、本発明では、上記のような問題に
着目し、地震によって屋外排水管と排水桝との接続部が
容易に破損しないようにすることができる屋外排水管と
排水桝との接続構造を提供することを目的としている。
Therefore, in the present invention, attention is paid to the above problems, and the connection between the outdoor drainage pipe and the drainage drainage pipe can be prevented from easily damaging the connection between the outdoor drainage pipe and the drainage drain due to an earthquake. It is intended to provide a structure.

【0006】[0006]

【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記載の屋外排水管と排水桝との接
続構造では、建物設備排水管と接続されていて屋外地中
に配管されている屋外排水管と、地中に埋設されている
排水桝との接続構造であって、排水桝の側壁に受け口が
設けられ、屋外排水管の端部が前記受け口に差し込まれ
た状態で接続されている接続構造において、前記受け口
の内径が前記屋外排水管の外径の 1.4倍以上であって、
前記受け口と前記屋外排水管との間に、前記屋外排水管
を前記受け口の中心に保持可能な弾性を有する弾性筒状
体が介装され、前記受け口の開口端が、前記屋外排水管
を挿入させる挿入孔を有していて前記屋外排水管の移動
に追従して弾性変形可能な弾性キャップによって密閉さ
れている構成とし、本発明請求項2記載の屋外排水管と
排水桝との接続構造では、弾性筒状体が前記受け口のほ
ぼ全長に設けられている構成とし、本発明請求項3記載
の屋外排水管と排水桝との接続構造では、弾性筒状体の
外周部に複数のリブが周設されており、これらのリブの
先端が前記受け口の内周面に密着している構成とした。
In order to achieve the above object, in the connection structure of an outdoor drainage pipe and a drainage basin according to claim 1 of the present invention, a pipe is connected to a building facility drainage pipe and piped outdoors in the ground. It is a connection structure between the outdoor drainage pipe that is installed and the drainage basin buried in the ground, with the receiving port provided on the side wall of the drainage tub and the end of the outdoor drainage pipe being inserted into the receiving port. In the connected connection structure, the inner diameter of the receiving port is 1.4 times or more of the outer diameter of the outdoor drainage pipe,
Between the receiving port and the outdoor drainage pipe, an elastic cylindrical body having elasticity capable of holding the outdoor drainage pipe at the center of the receiving port is interposed, and the open end of the receiving port inserts the outdoor drainage pipe. The connection structure of the outdoor drainage pipe and the drainage basin according to claim 2 of the present invention is configured so as to have an insertion hole for allowing the outdoor drainage pipe to move and follow the movement of the outdoor drainage pipe so as to be closed by an elastic cap that is elastically deformable. In the connection structure of the outdoor drainage pipe and the drainage basin according to claim 3 of the present invention, a plurality of ribs are provided on the outer peripheral portion of the elastic tubular body. The ribs are circumferentially provided, and the tips of these ribs are in close contact with the inner peripheral surface of the receiving port.

【0007】[0007]

【作用】 本発明請求項1記載の屋外排水管と排水桝と
の接続構造では、地震等によって屋外排水管の軸方向に
建物設備排水管と排水桝との位置関係が変位した場合に
は、屋外排水管が筒状弾性体の内側で軸方向に摺動する
ことによって建物設備排水管と排水桝の変位が吸収さ
れ、屋外排水管に作用する押込ならびに引抜応力が緩和
される。また、屋外排水管の軸方向の移動は、受け口の
内径と屋外排水管の外径との差から受け口の内周と屋外
排水管の外周との間に十分な間隔が設けられていること
により、受け口の奥に段差が設けられているとしてもそ
の段差によって規制されることがなく、従来よりも広い
範囲で可能となる。
In the connection structure of the outdoor drainage pipe and the drainage basin according to claim 1 of the present invention, when the positional relationship between the building equipment drainage pipe and the drainage basin is displaced in the axial direction of the outdoor drainage pipe due to an earthquake or the like, The outdoor drainage pipe slides in the tubular elastic body in the axial direction, so that the displacement of the building equipment drainage pipe and the displacement of the drainage pipe are absorbed, and the pushing and pulling stress acting on the outdoor drainage pipe is relieved. In addition, the axial movement of the outdoor drainage pipe is caused by the fact that due to the difference between the inner diameter of the receiving outlet and the outer diameter of the outdoor drainage pipe, a sufficient distance is provided between the inner circumference of the receiving outlet and the outer circumference of the outdoor drainage pipe. Even if a step is provided at the back of the receiving port, it is not restricted by the step, and it is possible in a wider range than before.

【0008】また、地震等によって屋外排水管の軸と直
交方向に建物設備排水管と排水桝との位置関係が変位し
た場合には、屋外排水管が排水桝の受け口内で軸と直交
方向に移動することによって建物設備排水管と排水桝の
変位が吸収され、屋外排水管に作用する剪断応力が緩和
される。屋外排水管が軸と直交方向に移動した時、受け
口と屋外排水管との間に介装されている弾性筒状体が弾
性変形するが、それによって弾性筒状体と受け口との
間、あるいは、弾性筒状体と屋外排水管との間に隙間が
生じたとしても、屋外排水管の移動に追従して弾性キャ
ップが弾性変形することにより受け口の開口端の密閉状
態が維持され、受け口から水が洩れることはない。
Further, when the positional relationship between the building equipment drainage pipe and the drainage basin is displaced in a direction orthogonal to the axis of the outdoor drainage pipe due to an earthquake or the like, the outdoor drainage pipe is moved in a direction orthogonal to the axis within the receptacle of the drainage basin. The movement absorbs the displacement of the drainage pipe and drainage pipe of the building equipment, and alleviates the shear stress acting on the outdoor drainage pipe. When the outdoor drainage pipe moves in the direction orthogonal to the axis, the elastic tubular body interposed between the receiving port and the outdoor drainage pipe is elastically deformed, which causes a space between the elastic tubular body and the receiving port, or Even if there is a gap between the elastic tubular body and the outdoor drainage pipe, the elastic cap elastically deforms following the movement of the outdoor drainage pipe to maintain the closed state of the opening end of the receiving mouth, No water leaks.

【0009】本発明請求項2記載の屋外排水管と排水桝
との接続構造では、弾性筒状体が受け口のほぼ全長に設
けられていることにより、受け口と屋外排水管との間
に、汚水が逆流した時に汚物が引っ掛かるような隙間が
生じない。
In the connection structure of the outdoor drainage pipe and the drainage pipe according to the second aspect of the present invention, since the elastic tubular body is provided over substantially the entire length of the receiving port, the wastewater is provided between the receiving port and the outdoor drainage pipe. There is no gap for catching filth when the water flows backwards.

【0010】本発明請求項3記載の屋外排水管と排水桝
との接続構造では、弾性筒状体の外周部に複数のリブが
周設され、これらリブの先端が受け口の内周面に密着し
ているので、屋外排水管が受け口の中心に保持されてい
る時には、受け口の内周面と弾性筒状体との間に高い止
水性を確保することができ、また、屋外排水管の軸と直
交方向に建物設備排水管と排水桝との位置関係が変位し
た時には、リブによって積極的に弾性変形させるように
したことで、屋外排水管の移動が妨げられたりしない。
In the connecting structure for the outdoor drainage pipe and the drainage basin according to claim 3 of the present invention, a plurality of ribs are provided around the outer peripheral portion of the elastic tubular body, and the tips of these ribs are in close contact with the inner peripheral surface of the receiving port. Therefore, when the outdoor drainage pipe is held at the center of the receiving port, high water shutoff can be secured between the inner peripheral surface of the receiving port and the elastic tubular body. When the positional relationship between the building equipment drainage pipe and the drainage basin is displaced in a direction orthogonal to, the ribs positively elastically deform so that the movement of the outdoor drainage pipe is not hindered.

【0011】[0011]

【発明の実施の形態】 まず、図1〜図3に基づいて、
実施の形態1の屋外排水管と排水桝との接続構造につい
て詳述する。図1は実施の形態1の屋外排水管と排水桝
との接続構造を採用した排水経路の一部を示す図、図2
は実施の形態1の屋外排水管と排水桝との接続構造を示
す縦断面図、図3は図2の要部III の拡大図で、図中1
は建物の基礎、2は建物設備排水管、3は屋外排水管、
3aは敷地排水管、4は排水桝である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS First, based on FIGS.
The connection structure between the outdoor drainage pipe and the drainage pipe of the first embodiment will be described in detail. FIG. 1 is a diagram showing a part of a drainage path adopting the connection structure of an outdoor drainage pipe and a drainage basin of Embodiment 1, FIG.
1 is a vertical cross-sectional view showing the connection structure between the outdoor drainage pipe and the drainage basin of Embodiment 1, and FIG. 3 is an enlarged view of a main part III of FIG.
Is the foundation of the building, 2 is the drainage pipe for building equipment, 3 is the outdoor drainage pipe,
3a is a site drainage pipe and 4 is a drainage basin.

【0012】前記屋外排水管3は、建物の基礎1を貫通
して地中に配管されており、その一端が建物設備排水管
2とエルボ6を介して接続され、他端が排水桝4と接続
されている。
The outdoor drainage pipe 3 is laid underground through the foundation 1 of the building, one end of which is connected to the building equipment drainage pipe 2 via an elbow 6 and the other end of which is connected to the drainage tub 4. It is connected.

【0013】前記排水桝4は、図1ならびに図2に示す
ように、塩化ビニル樹脂製のインバート41と、塩化ビ
ニル樹脂製の増結リング42と、鋳鉄製の蓋体43と、
で構成されており、前記蓋体43が地表面とほぼ一致す
る深さに埋設されている。
As shown in FIGS. 1 and 2, the drainage basin 4 includes an invert 41 made of vinyl chloride resin, an additional ring 42 made of vinyl chloride resin, a lid 43 made of cast iron,
And the lid 43 is buried at a depth substantially coinciding with the ground surface.

【0014】前記インバート41は、屋外排水管3の一
端が差し込まれている受け口411と、敷地排水管3a
の一端に差し込んだ差し口412と、前記増結リング4
2の下端が差し込まれている上面開口413を有してお
り、前記受け口411と前記差し口412は、ほぼ対向
する位置に形成されている。また、前記上面開口413
は、受け口411と同様にやや拡径させた形状に形成さ
れており、その内周面には溝414が形成され、この溝
414内にはゴム輪415が装着されている。更に、前
記受け口411の内周面にも、本来はゴム輪装着用であ
る溝416が設けられている。
The invert 41 has a receiving port 411 into which one end of the outdoor drain pipe 3 is inserted, and a site drain pipe 3a.
412 inserted into one end of the
2 has an upper surface opening 413 into which the lower end is inserted, and the receiving port 411 and the receiving port 412 are formed at positions substantially opposed to each other. Also, the upper surface opening 413
Like the receiving port 411, is formed to have a slightly enlarged diameter, a groove 414 is formed on the inner peripheral surface thereof, and a rubber ring 415 is mounted in the groove 414. Further, a groove 416 for mounting a rubber ring is provided on the inner peripheral surface of the receiving port 411.

【0015】ところで、上記排水桝4は既存のものをそ
のまま使用しているが、本実施の形態1では、屋外排水
管3の呼び径に対して、インバート41の受け口411
の呼び径が2サイズ以上大きい点と、前記受け口411
と前記屋外排水管3との間に弾性筒状体8が介装されて
いる点と、前記受け口411の開口端が弾性キャップ9
によって密閉されている点と、前記弾性キャップ9がカ
バー7で覆われている点に特徴がある。
The drainage basin 4 uses an existing drainage basin as it is. However, in the first embodiment, a receiving port 411 of the invert 41 is required for the nominal diameter of the outdoor drainage pipe 3.
Is larger by two or more sizes than the receiving port 411.
The point that the elastic tubular body 8 is interposed between the outer cap and the outdoor drain pipe 3 and the opening end of the receiving port 411 are the elastic cap 9.
It is characterized in that it is sealed by and the elastic cap 9 is covered with the cover 7.

【0016】最初の特徴について更に詳述すると、現在
使用されている屋外排水管3には、呼び径75mmのものと
100mm のものとが存在するため、呼び径75mmの屋外排水
管3を用いる場合、インバート41は、受け口411の
呼び径が150mm か200mm のものを使用し、呼び径100mm
の屋外排水管3を用いる場合、インバート41は、受け
口411の呼び径が200mm のものを使用する。そして、
呼び径75mmの屋外排水管3を呼び径150mm の受け口41
1の中心に差し込むと、受け口411と屋外排水管3と
の間には全周にわたって約38mmの隙間が形成され、呼び
径75mmの屋外排水管3を呼び径200mm の受け口411の
中心に差し込むと、受け口411と屋外排水管3との間
には全周にわたって約64mmの隙間が形成され、呼び径10
0mm の屋外排水管3を呼び径200mm の受け口411の中
心に差し込むと、受け口411と屋外排水管3との間に
は全周にわたって約51mmの隙間が形成されることにな
る。なお、上述のように屋外排水管3の呼び径に対し
て、インバート41の受け口411の呼び径が2サイズ
以上大きいことが望ましいが、屋外排水管3の呼び径と
受け口411の呼び径との差が1サイズのものを使用し
てもよい(例えば、呼び径100mm の屋外排水管3を呼び
径150mm の受け口411の中心に差し込んでも、受け口
411と屋外排水管3との間には全周にわたって約26mm
の隙間が形成される)。要するに、特許請求の範囲に記
載した通り、受け口411の内径が屋外排水管3の外径
の 1.4倍以上であればよい。
The first feature will be described in more detail. The currently used outdoor drain pipe 3 has a nominal diameter of 75 mm.
In the case of using an outdoor drainage pipe 3 having a nominal diameter of 75 mm, the invert 41 uses a receptacle having a nominal diameter of 150 mm or 200 mm and a nominal diameter of 100 mm.
When the outdoor drain pipe 3 is used, the invert 41 has a receiving port 411 having a nominal diameter of 200 mm. And
An outdoor drainage pipe 3 with a nominal diameter of 75 mm and a receiving port 41 with a nominal diameter of 150 mm
1 and a gap of about 38 mm is formed over the entire circumference between the receptacle 411 and the outdoor drain pipe 3, and the outdoor drain pipe 3 having a nominal diameter of 75 mm is inserted into the center of the receptacle 411 having a nominal diameter of 200 mm. A gap of about 64 mm is formed between the receiving port 411 and the outdoor drain pipe 3 over the entire circumference, and the nominal diameter is 10 mm.
When the 0 mm outdoor drain pipe 3 is inserted into the center of the receptacle 411 having a nominal diameter of 200 mm, a gap of about 51 mm is formed between the receptacle 411 and the outdoor drain pipe 3 over the entire circumference. As described above, the nominal diameter of the outlet 411 of the invert 41 is desirably larger than the nominal diameter of the outdoor drain pipe 3 by at least two sizes. The one having a difference of one size may be used (for example, even if the outdoor drainage pipe 3 having a nominal diameter of 100 mm is inserted into the center of the receptacle 411 having a nominal diameter of 150 mm, the entire circumference between the receptacle 411 and the outdoor drainage pipe 3 may be changed. About 26mm over
Is formed). In short, as described in the claims, the inner diameter of the receiving port 411 may be 1.4 times or more the outer diameter of the outdoor drain pipe 3.

【0017】前記弾性筒状体8は、前記屋外排水管3を
前記受け口411の中心に保持可能な弾性を有するゴム
で形成されており、図3に示すように、先細り形状の複
数のリブ81が外周部に周設され、これらのリブ81の
先端が前記受け口411の内周面に密着していることで
受け口411の内周面と弾性筒状体8との間に高い止水
性が確保されている。なお、複数のリブ81のうち、受
け口411の溝416と対向するリブ81aは、先端が
前記溝416と係合するように他のリブ81よりも大き
く形成されている。これにより弾性筒状体8は、屋外排
水管3の軸方向への移動につられて受け口411から外
に抜け外れたり、インバート41の底に抜け落ちたりし
なくなっている。また、この弾性筒状体8は、受け口4
11のほぼ全長にわたって設けられ、受け口411と屋
外排水管3との間に汚水中の汚物が引っ掛かるような隙
間が生じないようにしている。更に、弾性筒状体8の内
周面の前記リブ81と重なる位置のそれぞれには、周方
向に連続する突条80が形成されていて、屋外排水管3
と弾性筒状体8との間に高い止水性が確保されている。
The elastic tubular body 8 is formed of rubber having elasticity capable of holding the outdoor drainage pipe 3 at the center of the receiving port 411. As shown in FIG. 3, a plurality of tapered ribs 81 are formed. Are provided around the outer peripheral portion, and the tips of these ribs 81 are in close contact with the inner peripheral surface of the receiving opening 411, so that high water shutoff is secured between the inner peripheral surface of the receiving opening 411 and the elastic tubular body 8. Has been done. Of the plurality of ribs 81, the rib 81a facing the groove 416 of the receiving port 411 is formed larger than the other ribs 81 so that the tip end thereof engages with the groove 416. As a result, the elastic tubular body 8 is prevented from falling out of the receiving port 411 or falling to the bottom of the invert 41 as the outdoor drain pipe 3 moves in the axial direction. Further, this elastic tubular body 8 is
It is provided over almost the entire length of 11 to prevent a gap between the receiving port 411 and the outdoor drainage pipe 3 from catching filth in wastewater. Further, a protrusion 80 continuous in the circumferential direction is formed at each of the positions on the inner peripheral surface of the elastic tubular body 8 that overlap the rib 81, and the outdoor drainage pipe 3
A high waterproofness is ensured between the elastic tubular body 8 and the elastic tubular body 8.

【0018】前記弾性キャップ9は、前記屋外排水管3
の移動に追従して弾性変形可能なゴムで形成されてお
り、外周には受け口411の外周面に重ねる重ね部91
が設けられ、中央には前記屋外排水管3を挿入させる挿
入孔92が設けられている。また、この挿入孔92は、
周縁部が立ち上げられていて屋外排水管35との密着性
が十分に確保されている。なお、この弾性キャップ9と
屋外排水管3とは固定されておらず、屋外排水管3は弾
性キャップ9の挿入孔92内を軸方向に摺動できるよう
になっている。
The elastic cap 9 is connected to the outdoor drain pipe 3.
Is formed of rubber which can be elastically deformed following the movement of
And an insertion hole 92 for inserting the outdoor drain pipe 3 is provided at the center. This insertion hole 92 is
The peripheral portion is raised, and the close contact with the outdoor drain pipe 35 is sufficiently ensured. The elastic cap 9 and the outdoor drain pipe 3 are not fixed, and the outdoor drain pipe 3 can slide in the insertion hole 92 of the elastic cap 9 in the axial direction.

【0019】前記カバー7は、塩化ビニル樹脂によって
前記弾性キャップ9よりも外径が大きく形成されてお
り、中央に設けられている孔71に屋外排水管3を挿入
させた状態で前記弾性キャップ9の外側に設けられてい
る。これにより、土圧によって弾性キャップ9がひずん
だりするのを防止できる。なお、このカバー7と弾性キ
ャップ9とは接着されておらず、カバー7が弾性キャッ
プ9の弾性変形を妨げることはない。
The cover 7 is made of vinyl chloride resin and has an outer diameter larger than that of the elastic cap 9. The elastic cap 9 is inserted into the hole 71 provided at the center with the outdoor drain pipe 3 inserted therein. Is provided on the outside. Thereby, it is possible to prevent the elastic cap 9 from being distorted by the earth pressure. Note that the cover 7 and the elastic cap 9 are not bonded, and the cover 7 does not prevent the elastic deformation of the elastic cap 9.

【0020】ところで、屋外排水管3を排水桝4の受け
口411と接続する時の手順についてであるが、予め、
屋外排水管3の外側に弾性筒状体8と弾性キャップ9と
カバー7を装着しておいてから屋外排水管3を受け口4
11に差し込むようにしてもよいし、受け口411に弾
性筒状体8と弾性キャップ9とカバー7を装着しておい
てから屋外排水管3を弾性筒状体8と弾性キャップ9の
中心に差し込むようにしてもよい。
The procedure for connecting the outdoor drainage pipe 3 to the receiving port 411 of the drainage basin 4 is as follows.
After mounting the elastic tubular body 8, the elastic cap 9 and the cover 7 on the outside of the outdoor drainage pipe 3, the outdoor drainage pipe 3 is provided with the receiving port 4
Alternatively, the outdoor drainage pipe 3 may be inserted into the center of the elastic tubular body 8 and the elastic cap 9 after the elastic tubular body 8, the elastic cap 9 and the cover 7 are attached to the receiving port 411. You may do it.

【0021】以下、地震が起こった場合について説明す
る。まず、地震等によって屋外排水管3の軸方向に建物
設備排水管2と排水桝4との位置関係が変位した場合に
は、屋外排水管3が弾性筒状体8の内側で軸方向に摺動
することによって建物設備排水管2と排水桝4の変位が
吸収され、屋外排水管3に作用する押込ならびに引抜応
力が緩和される。また、屋外排水管3の軸方向の移動
は、屋外排水管3の呼び径に対してインバート41の受
け口411の呼び径が2サイズ以上大きくなっているの
で、受け口411の奥に設けられている段差によって規
制されることがなくなり、従来よりも広い範囲で可能と
なる。
The case where an earthquake occurs will be described below. First, when the positional relationship between the building equipment drainage pipe 2 and the drainage basin 4 is displaced in the axial direction of the outdoor drainage pipe 3 due to an earthquake or the like, the outdoor drainage pipe 3 slides in the axial direction inside the elastic tubular body 8. By moving, the displacement of the building equipment drainage pipe 2 and the drainage basin 4 is absorbed, and the pushing and pulling stress acting on the outdoor drainage pipe 3 is relieved. Further, the axial movement of the outdoor drainage pipe 3 is provided behind the receiving port 411 because the nominal diameter of the receiving port 411 of the invert 41 is larger than the nominal diameter of the outdoor draining pipe 3 by two sizes or more. It is not restricted by the step, and it is possible in a wider range than before.

【0022】一方、地震等によって屋外排水管3の軸と
直交方向に建物設備排水管2と排水桝4との位置関係が
変位した場合には、屋外排水管3が排水桝4の受け口4
11内で軸と直交方向に移動することによって建物設備
排水管2と排水桝4の変位が吸収され、屋外排水管3に
作用する剪断応力が緩和される。屋外排水管3が軸と直
交方向に移動した時、受け口411と屋外排水管3との
間に介装されている弾性筒状体8が弾性変形するが、そ
れによって、図4に示すように、弾性筒状体8と受け口
411との間(あるいは弾性筒状体8と屋外排水管3と
の間)に隙間が生じたとしても、屋外排水管3の移動に
追従して弾性キャップ9が弾性変形することにより受け
口411の開口端の密閉状態が維持され、受け口411
から水が洩れることはない。また、弾性筒状体8の弾性
が高いと、屋外排水管3は軸と直交方向に移動し難い
が、弾性筒状体8の外周部に設けられているリブ81に
よって積極的に弾性変形させるようにしたことによって
屋外排水管3の移動は妨げられない。
On the other hand, when the positional relationship between the building equipment drainage pipe 2 and the drainage basin 4 is displaced in a direction orthogonal to the axis of the outdoor drainage pipe 3 due to an earthquake or the like, the outdoor drainage pipe 3 causes the drainage basin 4 to receive the drainage port 4.
By moving in the direction orthogonal to the axis in 11, the displacement of the building equipment drainage pipe 2 and the drainage basin 4 is absorbed, and the shear stress acting on the outdoor drainage pipe 3 is relaxed. When the outdoor drainage pipe 3 moves in the direction orthogonal to the axis, the elastic tubular body 8 interposed between the receiving port 411 and the outdoor drainage pipe 3 elastically deforms, and as a result, as shown in FIG. Even if there is a gap between the elastic tubular body 8 and the receiving port 411 (or between the elastic tubular body 8 and the outdoor drainage pipe 3), the elastic cap 9 is moved by following the movement of the outdoor drainage pipe 3. By elastically deforming, the closed state of the open end of the receiving port 411 is maintained, and the receiving port 411 is closed.
No water leaks from it. Further, when the elasticity of the elastic tubular body 8 is high, the outdoor drainage pipe 3 is difficult to move in the direction orthogonal to the axis, but is actively elastically deformed by the rib 81 provided on the outer peripheral portion of the elastic tubular body 8. By doing so, the movement of the outdoor drainage pipe 3 is not hindered.

【0023】つまり、本実施の形態1の接続構造にあっ
ては、既存の排水桝4を用いながら屋外排水管3と排水
桝4との接続部で建物設備排水管2と排水桝4との位置
関係の変位を吸収することができるので、簡単かつ安価
に、屋外排水管3と排水桝4の接続部に高い免震機能を
持たせることができる。
That is, in the connection structure of the first embodiment, while using the existing drainage basin 4, the connection between the outdoor drainage pipe 3 and the drainage basin 4 connects the building equipment drainage pipe 2 and the drainage basin 4 to each other. Since the displacement of the positional relationship can be absorbed, the connection portion between the outdoor drainage pipe 3 and the drainage basin 4 can be easily and inexpensively provided with a high seismic isolation function.

【0024】次に、図5に基づいて、実施の形態2の屋
外排水管と排水桝との接続構造について説明する。実施
の形態2の接続構造では、弾性筒状体8Aが蛇腹状に形
成されていることにより、屋外排水管3が受け口411
の中心に保持されている時の屋外排水管3の外周面と弾
性筒状体8Aの内周面との間の止水性、ならびに、受け
口411の内周面と弾性筒状体8Aの外周面との間の止
水性が高く確保されている。なお、その他の構成ならび
に作用は実施の形態1と同一であるので説明を省略す
る。
Next, the connection structure between the outdoor drainage pipe and the drainage pipe according to the second embodiment will be described with reference to FIG. In the connection structure according to the second embodiment, since the elastic tubular body 8A is formed in a bellows shape, the outdoor drainage pipe 3 has the receiving port 411.
Of water between the outer peripheral surface of the outdoor drainage pipe 3 and the inner peripheral surface of the elastic cylindrical body 8A when being held at the center of the water, and the inner peripheral surface of the receiving port 411 and the outer peripheral surface of the elastic cylindrical body 8A. A high water-stopping property between and is secured. The other configuration and operation are the same as those in the first embodiment, and a description thereof will not be repeated.

【0025】次に、図6に基づいて、実施の形態3の屋
外排水管と排水桝との接続構造について説明する。実施
の形態3の接続構造では、弾性筒状体8Bが中空断面形
状に形成されていることによって、弾性筒状体8Bの一
部が圧縮変形したとしても、中空部82の空気が移動し
て弾性筒状体8Bの他の部分が膨らむようになってい
る。つまり、屋外排水管3が排水桝4の受け口411内
で径方向に移動しても、弾性筒状体8Bと受け口411
との間ならびに弾性筒状体8Bと屋外排水管3との間に
隙間が生じ難いので、汚物が引っ掛かったり水漏れが生
じたりし難い。また、弾性筒状体8Bの中空部82には
複数のリブ83が径方向に周設されていることにより、
屋外排水管3を受け口411の中心に保持するための強
度が損なわれていない。更に、前記弾性筒状体8Bの内
周面の前記リブ83と重なる位置のそれぞれには周方向
に連続する突条87が形成され、前記弾性筒状体8Bの
外周面には、排水桝4の受け口411の溝416と係合
する突条85が形成されている。なお、その他の構成な
らびに作用は実施の形態1と同一であるので説明を省略
する。
Next, the connection structure between the outdoor drainage pipe and the drainage pipe according to the third embodiment will be described with reference to FIG. In the connection structure according to the third embodiment, since the elastic tubular body 8B is formed in the hollow cross-sectional shape, even if a part of the elastic tubular body 8B is compressed and deformed, the air in the hollow portion 82 moves. The other part of the elastic tubular body 8B is designed to swell. In other words, even if the outdoor drainage pipe 3 moves in the radial direction within the receiving port 411 of the drainage basin 4, the elastic tubular body 8B and the receiving port 411 are removed.
Since a gap is unlikely to occur between the elastic cylindrical body 8B and the outdoor drainage pipe 3, it is difficult for dirt to be caught or water leakage to occur. Further, since the plurality of ribs 83 are provided in the hollow portion 82 of the elastic tubular body 8B in the radial direction,
The strength for holding the outdoor drainage pipe 3 in the center of the receiving port 411 is not impaired. Further, a ridge 87 continuous in the circumferential direction is formed at each position on the inner peripheral surface of the elastic tubular body 8B that overlaps with the rib 83, and the drainage tub 4 is provided on the outer peripheral surface of the elastic tubular body 8B. A ridge 85 that engages with the groove 416 of the receiving port 411 is formed. The other configuration and operation are the same as those in the first embodiment, and a description thereof will not be repeated.

【0026】次に、図7に基づいて、実施の形態4の屋
外排水管と排水桝との接続構造について説明する。実施
の形態4の接続構造では、弾性キャップ9Aが、屋外排
水管3の移動に追従し易いように蛇腹状に形成されてい
る。従って、屋外排水管3の移動に伴って排水桝4の受
け口411から外れたり、屋外排水管3との密着性を損
なったりしない。なお、その他の構成ならびに作用は実
施の形態1と同一であるので説明を省略する。
Next, the connection structure between the outdoor drainage pipe and the drainage pipe according to the fourth embodiment will be described with reference to FIG. In the connection structure of the fourth embodiment, the elastic cap 9A is formed in a bellows shape so as to easily follow the movement of the outdoor drainage pipe 3. Therefore, it does not come off from the receiving port 411 of the drainage basin 4 with the movement of the outdoor drainage pipe 3 or impair the adhesion to the outdoor drainage pipe 3. The other configuration and operation are the same as those in the first embodiment, and a description thereof will not be repeated.

【0027】次に、図8に基づいて、実施の形態5の屋
外排水管と排水桝との接続構造について説明する。実施
の形態5の接続構造では、弾性筒状体8Cの外周部に、
基端から先端にかけて均一な太さのリブ86,86aが
複数形成されていて、これらのリブ86,86aの先端
が受け口411の内周面に密着している。また、前記弾
性筒状体8Cの内周面の前記リブ86,86aと重なる
位置のそれぞれには、周方向に連続する突条87が形成
されている。なお、その他の構成ならびに作用は実施の
形態1と同一であるので説明を省略する。
Next, the connection structure of the outdoor drainage pipe and the drainage basin according to the fifth embodiment will be described with reference to FIG. In the connection structure of the fifth embodiment, the outer peripheral portion of the elastic tubular body 8C is
A plurality of ribs 86, 86a having a uniform thickness are formed from the base end to the tip, and the tips of these ribs 86, 86a are in close contact with the inner peripheral surface of the receiving port 411. A ridge 87 continuous in the circumferential direction is formed at each position on the inner peripheral surface of the elastic tubular body 8C that overlaps with the ribs 86 and 86a. The other configuration and operation are the same as those in the first embodiment, and a description thereof will not be repeated.

【0028】次に、図9に基づいて、実施の形態6の屋
外排水管と排水桝との接続構造について説明する。実施
の形態6の接続構造では、弾性筒状体8Dの内周部に複
数のリブ88が設けられていて、これらリブ88の先端
が屋外排水管3の外周面に密着している。また、前記弾
性筒状体8Dの外周面には、排水桝4の受け口411の
溝416と係合する突条89が形成されている。なお、
その他の構成ならびに作用は実施の形態1と同一である
ので説明を省略する。
Next, the connection structure between the outdoor drainage pipe and the drainage pipe of the sixth embodiment will be described with reference to FIG. In the connection structure of the sixth embodiment, a plurality of ribs 88 are provided on the inner peripheral portion of the elastic tubular body 8D, and the tips of these ribs 88 are in close contact with the outer peripheral surface of the outdoor drainage pipe 3. A projection 89 is formed on the outer peripheral surface of the elastic cylindrical body 8D so as to engage with the groove 416 of the receiving port 411 of the drainage basin 4. In addition,
Other configurations and operations are the same as those in the first embodiment, and therefore the description thereof will be omitted.

【0029】以上、本発明の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、本発明の要旨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、
実施の形態では、排水桝4がインバート41と増結リン
グ42と蓋体43とで構成されている例を示したが、排
水桝4はインバート41と蓋体43のみで構成されてい
てもよい。また、実施の形態では、配管の直線部に用い
られる排水桝4(受け口411と差し口412とが対向
している排水桝)を示したが、配管の曲り部に用いられ
る排水桝4(受け口411と差し口412とが例えば9
0度異なる排水桝)と屋外排水管3の接続構造、あるい
は、合流部に用いられる排水桝4(差し口412が複数
設けられている排水桝)と屋外排水管3の接続構造に適
用してもよい。更に、弾性キャップ9の外周に設けられ
ている重ね部91の上からステンレス製等のバンドを巻
き付けて、受け口411に対する弾性キャップ9の固定
強度を高めてもよい。
The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific configuration is not limited to this embodiment, and design changes and the like without departing from the gist of the present invention. Even if it exists, it is included in the present invention. For example,
In the embodiment, the example in which the drainage basin 4 is configured by the invert 41, the extension ring 42, and the lid 43 is shown, but the drainage basin 4 may be configured by only the invert 41 and the lid 43. Further, in the embodiment, the drainage basin 4 (the drainage basin in which the receiving port 411 and the outlet 412 face each other) used in the straight portion of the pipe is shown, but the drainage basin 4 (the receiving port in the bent portion of the pipe 411 and the outlet 412 are, for example, 9
It is applied to the connection structure between the drainage basin that differs by 0 degrees) and the outdoor drainage pipe 3, or the connection structure between the drainage basin 4 (the drainage basin having a plurality of outlets 412) used in the merging portion and the outdoor drainage pipe 3. Good. Furthermore, a band made of stainless steel or the like may be wound around the overlapping portion 91 provided on the outer periphery of the elastic cap 9 to increase the fixing strength of the elastic cap 9 to the receiving port 411.

【0030】[0030]

【発明の効果】 以上説明したように、本発明請求項1
記載の屋外排水管と排水桝との接続構造にあっては、既
存の排水桝を用いながら屋外排水管と排水桝との接続部
で建物設備排水管と排水桝との位置関係の変位を吸収す
ることができるので、簡単かつ安価に、屋外排水管と排
水桝の接続部に高い免震機能を持たせることができると
いう効果が得られる。また、本発明請求項2記載の屋外
排水管と排水桝との接続構造にあっては、弾性筒状体が
受け口のほぼ全長に設けられているので、汚水が逆流し
たとしても、受け口と屋外排水管との間に汚物が引っ掛
からないようにすることができるという効果が得られ
る。更に、本発明請求項3記載の屋外排水管と排水桝と
の接続構造にあっては、弾性筒状体の外周部に複数のリ
ブが周設されており、これらのリブの先端が受け口の内
周面に密着しているので、屋外排水管が受け口の中心に
保持されている時には、受け口の内周面と弾性筒状体と
の間に高い止水性を確保することができ、屋外排水管の
径方向に建物設備排水管と排水桝との位置関係が変位し
た時には、屋外排水管の移動を十分に許容できるという
効果が得られる。
As described above, according to the first aspect of the present invention,
In the connection structure between the outdoor drainage pipe and the drainage basin, the displacement of the positional relationship between the building equipment drainage pipe and the drainage basin is absorbed by the connection between the outdoor drainage pipe and the drainage basin while using the existing drainage basin. Therefore, it is possible to obtain the effect that the connection portion between the outdoor drainage pipe and the drainage basin can be easily and inexpensively provided with a high seismic isolation function. Further, in the connection structure of the outdoor drainage pipe and the drainage basin according to claim 2 of the present invention, since the elastic tubular body is provided over substantially the entire length of the receiving port, even if the sewage flows backward, the receiving port and the outdoor It is possible to obtain an effect that dirt can be prevented from being caught between the drain pipe and the drain pipe. Further, in the connecting structure for the outdoor drainage pipe and the drainage basin according to claim 3 of the present invention, a plurality of ribs are provided around the outer peripheral portion of the elastic tubular body, and the tips of these ribs serve as receiving ports. Since it is in close contact with the inner peripheral surface, when the outdoor drainage pipe is held in the center of the receiving port, it is possible to secure high water shutoff between the inner peripheral surface of the receiving port and the elastic tubular body, and thus the outdoor drainage When the positional relationship between the building equipment drainage pipe and the drainage basin is displaced in the radial direction of the pipe, the effect that the outdoor drainage pipe can be sufficiently moved is obtained.

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

【図1】 実施の形態1の屋外排水管と排水桝との接続
構造を採用した排水経路の一部を示す図である。
FIG. 1 is a diagram showing a part of a drainage path adopting a connection structure of an outdoor drainage pipe and a drainage basin according to a first embodiment.

【図2】 実施の形態1の屋外排水管と排水桝との接続
構造を示す縦断面図である。
FIG. 2 is a vertical cross-sectional view showing the connection structure between the outdoor drainage pipe and the drainage pipe according to the first embodiment.

【図3】 図2の要部III の拡大図である。FIG. 3 is an enlarged view of a main part III of FIG.

【図4】 地震が起こった時の要部III の状態を示す断
面図である。
FIG. 4 is a cross-sectional view showing a state of a main part III when an earthquake occurs.

【図5】 実施の形態2の屋外排水管と排水桝との接続
構造を示す断面図である。
FIG. 5 is a sectional view showing a connection structure between an outdoor drainage pipe and a drainage basin according to a second embodiment.

【図6】 実施の形態3の屋外排水管と排水桝との接続
構造を示す断面図である。
FIG. 6 is a sectional view showing a connection structure between an outdoor drainage pipe and a drainage basin according to a third embodiment.

【図7】 実施の形態4の屋外排水管と排水桝との接続
構造を示す断面図である。
FIG. 7 is a cross-sectional view showing a connection structure between an outdoor drainage pipe and a drainage pipe according to a fourth embodiment.

【図8】 実施の形態5の屋外排水管と排水桝との接続
構造を示す断面図である。
FIG. 8 is a sectional view showing a connection structure between an outdoor drainage pipe and a drainage pipe according to a fifth embodiment.

【図9】 実施の形態6の屋外排水管と排水桝との接続
構造を示す断面図である。
FIG. 9 is a cross-sectional view showing a connection structure between an outdoor drainage pipe and a drainage pipe according to a sixth embodiment.

【図10】 従来の屋外排水管と排水桝との接続構造を
採用した排水経路の一部を示す図である。
FIG. 10 is a view showing a part of a drainage path adopting a conventional connection structure of an outdoor drainage pipe and a drainage basin.

【符号の説明】[Explanation of symbols]

2 建物設備排水管 3 屋外排水管 4 排水桝 411 受け口 8 弾性筒状体 9 弾性キャップ 92 挿入孔 2 Building equipment drainage pipe 3 Outdoor drainage pipe 4 Drainage pipe 411 Receiving port 8 Elastic cylindrical body 9 Elastic cap 92 Insert hole

───────────────────────────────────────────────────── 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 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Kazuo Takahashi 63 Aoyagi, Sayama-shi, Saitama 6-303 Shin-Sayama Heights (72) Inventor Yamada Yonezoku 3-15-1 Negishidai, Asaka-shi, Saitama Sekisui Chemical Co., Ltd. In-house (72) Inventor Ryoichi Isayama 3-15-1, Negishidai, Asaka-shi, Saitama Sekisui Chemical Co., Ltd.

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 建物設備排水管と接続されていて屋外地
中に配管されている屋外排水管と、地中に埋設されてい
る排水桝との接続構造であって、排水桝の側壁に受け口
が設けられ、屋外排水管の端部が前記受け口に差し込ま
れた状態で接続されている接続構造において、 前記受け口の内径が前記屋外排水管の外径の 1.4倍以上
であって、前記受け口と前記屋外排水管との間に、前記
屋外排水管を前記受け口の中心に保持可能な弾性を有す
る弾性筒状体が介装され、前記受け口の開口端が、前記
屋外排水管を挿入させる挿入孔を有していて前記屋外排
水管の移動に追従して弾性変形可能な弾性キャップによ
って密閉されていることを特徴とする屋外排水管と排水
桝との接続構造。
1. A connection structure for connecting an outdoor drainage pipe connected to a building equipment drainage pipe to the outside of the ground and a drainage basin buried in the ground, the receiving structure being provided on a side wall of the drainage basin. In the connection structure in which the end of the outdoor drainage pipe is connected in a state of being inserted into the receiving port, the inner diameter of the receiving port is 1.4 times or more the outer diameter of the outdoor drainage pipe, and the receiving port is An elastic tubular body having elasticity capable of holding the outdoor drainage pipe at the center of the receiving port is interposed between the outdoor drainage pipe, and the opening end of the receiving port has an insertion hole into which the outdoor drainage pipe is inserted. And a connection structure between the outdoor drainage pipe and the drainage pipe, which is closed by an elastic cap that is elastically deformable in accordance with the movement of the outdoor drainage pipe.
【請求項2】 前記弾性筒状体が前記受け口のほぼ全長
に設けられている請求項1記載の屋外排水管と排水桝と
の接続構造。
2. The connection structure for an outdoor drainage pipe and a drainage basin according to claim 1, wherein the elastic tubular body is provided over substantially the entire length of the receiving port.
【請求項3】 前記弾性筒状体の外周部に複数のリブが
周設されており、これらのリブの先端が前記受け口の内
周面に密着している請求項1または2記載の屋外排水管
と排水桝との接続構造。
3. The outdoor drainage according to claim 1 or 2, wherein a plurality of ribs are provided around the outer peripheral portion of the elastic tubular body, and the tips of these ribs are in close contact with the inner peripheral surface of the receiving port. Connection structure between pipe and drainage basin.
JP04753596A 1996-03-05 1996-03-05 Connection structure between outdoor drainage pipe and drainage basin Expired - Fee Related JP3434404B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP04753596A JP3434404B2 (en) 1996-03-05 1996-03-05 Connection structure between outdoor drainage pipe and drainage basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP04753596A JP3434404B2 (en) 1996-03-05 1996-03-05 Connection structure between outdoor drainage pipe and drainage basin

Publications (2)

Publication Number Publication Date
JPH09242171A true JPH09242171A (en) 1997-09-16
JP3434404B2 JP3434404B2 (en) 2003-08-11

Family

ID=12777831

Family Applications (1)

Application Number Title Priority Date Filing Date
JP04753596A Expired - Fee Related JP3434404B2 (en) 1996-03-05 1996-03-05 Connection structure between outdoor drainage pipe and drainage basin

Country Status (1)

Country Link
JP (1) JP3434404B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002061247A (en) * 2000-08-11 2002-02-28 Sekisui Chem Co Ltd Drainage system for residence
JP2011132735A (en) * 2009-12-24 2011-07-07 Ito Yogyo Co Ltd Pipe joint, joint structure, and method of connecting pipe connection port of manhole and jacking pipe

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002061247A (en) * 2000-08-11 2002-02-28 Sekisui Chem Co Ltd Drainage system for residence
JP2011132735A (en) * 2009-12-24 2011-07-07 Ito Yogyo Co Ltd Pipe joint, joint structure, and method of connecting pipe connection port of manhole and jacking pipe

Also Published As

Publication number Publication date
JP3434404B2 (en) 2003-08-11

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