JPH1136436A - Catch basin - Google Patents

Catch basin

Info

Publication number
JPH1136436A
JPH1136436A JP19113797A JP19113797A JPH1136436A JP H1136436 A JPH1136436 A JP H1136436A JP 19113797 A JP19113797 A JP 19113797A JP 19113797 A JP19113797 A JP 19113797A JP H1136436 A JPH1136436 A JP H1136436A
Authority
JP
Japan
Prior art keywords
drain pipe
stopper piece
drainage
pipe
receiving port
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.)
Withdrawn
Application number
JP19113797A
Other languages
Japanese (ja)
Inventor
Masahiro Tahara
正弘 太原
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 JP19113797A priority Critical patent/JPH1136436A/en
Publication of JPH1136436A publication Critical patent/JPH1136436A/en
Withdrawn legal-status Critical Current

Links

Abstract

PROBLEM TO BE SOLVED: To provide a catch basin such that even if a drain pipe inserted into an inlet side connection is exerted, along the inserting direction, with an external force not smaller than a predetermined level resulting from an earthquake, damage to the catch basin or drain pipe can be prevented. SOLUTION: A catch basin 1 is provided at its top with a faucet 11 for a cleanout 2 and at its bottom with an invert part 15, and an inlet side faucet 13 and an outlet side spigot 14 are provided in connection with both ends of the invert part 15. In that case, the inlet side faucet 13 is a rubber ring faucet, a stopper piece 17 is provided to project from the top of the deep inner surface of the rubber ring faucet 13, and when an external force not smaller than a predetermined level works in the direction to insert a drain pipe 3, 0f the stopper piece 17 is broken by the end of the drain pipe 3 to permit passage of the end of the drain pipe 3.

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、排水管路や下水管
路の途中に配設して使用される耐震性を有する排水桝に
関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an earthquake-resistant drainage basin which is used in a drainage pipe or a sewage pipe.

【0002】[0002]

【従来の技術】従来の排水桝としては、例えば実公平2
−20294号公報において、上部に点検口側受口を有
し、下部にインバート部が設けられ、このインバート部
の端部に排水管が接続される流入側受口および流出側受
口が形成された排水桝が記載されている。この場合、上
流側および下流側の両排水管の端部はともに流入側受口
および流出側受口に接着剤を介して接着固定されて接続
されることになる。
2. Description of the Related Art As a conventional drainage basin, for example,
In Japanese Patent No. -20294, an inlet port is provided at an upper portion, an invert portion is provided at a lower portion, and an inlet port and an outlet port to which a drain pipe is connected are formed at an end of the invert portion. The drainage basin is described. In this case, the ends of both the upstream and downstream drain pipes are bonded and fixed to the inflow side receiving port and the outflow side receiving port via an adhesive.

【0003】この場合は、両排水管の端部が排水桝に接
着固定されているので、たとえば地震が発生して、排水
管に挿入方向の外力または挿入方向とは反対向きの外力
が作用した場合、排水桝あるいは排水管が損傷を受けた
り破壊されて、排水(下水)管路のライフラインが寸断
されるという問題があった。
In this case, since both ends of the drainage pipes are adhered and fixed to the drainage basin, for example, an earthquake occurs and an external force in the insertion direction or an external force in a direction opposite to the insertion direction acts on the drainage pipes. In this case, there is a problem that the drainage basin or the drainage pipe is damaged or broken, and the lifeline of the drainage (sewage) pipeline is cut off.

【0004】このような問題を解決するために、排水桝
の分野においても、硬質塩化ビニル樹脂管の接続技術と
して広く知られている接着剤を使用しないゴム輪方式の
接続技術が適用されつつある。具体的には、排水桝の流
入側接続部を従来のTS受口に代えてゴム輪受口とした
ものである。
[0004] In order to solve such a problem, a rubber ring type connection technique without using an adhesive, which is widely known as a connection technique for hard vinyl chloride resin pipes, is being applied also in the field of drainage basins. . Specifically, the inflow-side connection part of the drainage basin is a rubber ring receiving port instead of the conventional TS receiving port.

【0005】[0005]

【発明が解決しようとする課題】しかしながら、上記従
来の流入側接続部がゴム輪受口とされた排水桝において
は、受口に挿入される排水管の挿入長さ(通常は、挿入
代と称呼されている。)が最大でも受口の口径と同程度
か、あるいは受口の口径よりも短くされているので、地
震などの外力によって排水管の端部が受口から抜け出る
という問題があった。
However, in the above-mentioned conventional drainage basin in which the inflow side connection portion is a rubber ring receiving port, the insertion length of the drainage pipe inserted into the receiving port (usually, the insertion allowance). ) Is at most as large as or smaller than the diameter of the receiving port, so there is a problem that the end of the drain pipe may fall out of the receiving port due to an external force such as an earthquake. Was.

【0006】また、配管施工の際、施工業者によって
は、受口に排水管を最大限まで挿入させて接続してしま
うというケースも生じる。この場合、排水管に挿入方向
の外力が作用した時、排水管は挿入方向に移動できず、
このため、従来と同様に排水桝あるいは排水管が損傷を
受けたり破壊されるという問題があった。
[0006] Further, in the case of piping, depending on the contractor, there may be a case where the drainage pipe is inserted into the receiving port to the maximum extent and connected. In this case, when an external force in the insertion direction acts on the drain pipe, the drain pipe cannot move in the insertion direction,
Therefore, there is a problem that the drainage basin or the drainage pipe is damaged or destroyed as in the conventional case.

【0007】本発明の目的とするところは、排水管路の
途中に配設した後、流入側接続部に挿入接続された排水
管に、その挿入方向にたとえば地震などに起因する所定
レベル以上の外力が作用しても、排水桝や排水管の先端
部が損傷を受けたり、あるいは破壊されることのない排
水桝を提供することである。
An object of the present invention is to dispose a drain pipe, which is disposed in the middle of a drain pipe and then inserted and connected to an inflow-side connecting portion, in a direction of insertion to a predetermined level or more due to an earthquake or the like. It is an object of the present invention to provide a drainage basin in which the tip of a drainage basin or a drainage pipe is not damaged or destroyed even when an external force acts.

【0008】[0008]

【課題を解決するための手段】請求項1記載の本発明
は、上部に掃除口管との筒状接続部が設けられ、下部に
インバート部が設けられ、このインバート部の両端部に
筒状の流入側接続部および流出側接続部が連接して設け
られている排水桝において、前記流入側接続部がゴム輪
受口とされ、このゴム輪受口の奥側の上半部内面の一部
に、この受口内に挿入接続される排水管の先端面が当接
係止するストッパー片が突設され、このストッパー片
が、排水管の挿入方向に所定レベル以上の外力が作用し
た時に、排水管の端部の通過を許容できるように形成さ
れているものである。
According to the first aspect of the present invention, a cylindrical connection portion with a cleaning port pipe is provided at an upper portion, and an invert portion is provided at a lower portion, and cylindrical portions are provided at both ends of the invert portion. In the drainage basin in which the inflow-side connection portion and the outflow-side connection portion are connected to each other, the inflow-side connection portion serves as a rubber ring receiving port, and the inner surface of the upper half portion on the back side of the rubber ring receiving port. In the part, a stopper piece is provided to which the distal end face of the drain pipe inserted and connected into the receptacle is abutted and locked, and when this stopper piece receives an external force of a predetermined level or more in the insertion direction of the drain pipe, It is formed so as to allow passage of the end of the drain pipe.

【0009】請求項2記載の本発明は、請求項1記載の
排水桝において、ゴム輪受口の内面頂部に、ストッパー
片が突設されているものである。
According to a second aspect of the present invention, in the drainage basin of the first aspect, a stopper piece protrudes from an inner surface top of the rubber ring receiving port.

【0010】請求項3記載の本発明は、請求項1または
2記載の排水桝において、排水管の挿入方向に所定レベ
ル以上の外力が作用した時に、ストッパー片が排水管の
先端にて破損され、排水管の端部の通過を許容できるも
のである。
According to a third aspect of the present invention, in the drainage basin of the first or second aspect, when an external force of a predetermined level or more acts in the insertion direction of the drainage pipe, the stopper piece is broken at the tip of the drainage pipe. , The passage of the end of the drainpipe can be tolerated.

【0011】請求項4記載の本発明は、請求項1ないし
3記載の排水桝において、ストッパー片の一部に切欠部
が設けられているものである。
According to a fourth aspect of the present invention, in the drainage basin of the first to third aspects, a notch is provided in a part of the stopper piece.

【0012】本発明におけるストッパー片の形成は排水
桝の成形時に行ってもよく、あるいは、排水桝を成形し
た後、ストッパー片となる別部材を所定位置に接着して
固定するようにしてもよい。ストッパー片の形状や寸法
は適宜決めればよい。
In the present invention, the stopper piece may be formed at the time of forming the drainage basin, or after forming the drainage basin, another member serving as the stopper piece may be adhered and fixed at a predetermined position. . The shape and dimensions of the stopper piece may be determined as appropriate.

【0013】(作用)請求項1ないし4記載の本発明の
排水桝においては、流入側接続部がゴム輪受口とされ、
このゴム輪受口の奥側の上半部内面の一部に、この受口
内に挿入接続される排水管の先端面が当接するストッパ
ー片が突設され、このストッパー片が、排水管の挿入方
向に所定レベル以上の外力が作用した時に、排水管の端
部の通過を許容できるように形成されているので、たと
えば地震が発生して、排水管に挿入方向の外力が作用し
ても、排水管が排水桝の内側に移動して、作用した外力
は緩和吸収される。このため、排水桝あるいは排水管の
損傷や破壊を防止できる。
(Operation) In the drainage basin of the present invention according to claims 1 to 4, the inflow side connection part is a rubber ring receiving port,
A part of the inner surface of the upper half part on the back side of the rubber ring socket is provided with a stopper piece that is in contact with the distal end face of the drain pipe inserted and connected into the socket, and this stopper piece is inserted into the drain pipe. When an external force of a predetermined level or more acts in the direction, it is formed so as to allow passage of the end of the drain pipe, so that, for example, even if an earthquake occurs and an external force in the insertion direction acts on the drain pipe, The drainpipe moves inside the basin, and the applied external force is absorbed and absorbed. Therefore, damage or destruction of the drainage basin or drainage pipe can be prevented.

【0014】また、ストッパー片が突設されているの
は、ゴム輪受口の奥側の上半部内面の一部であるので、
排水管に挿入方向とは反対向きの外力が作用して、排水
管の先端面とストッパー片との間にかなりの間隙が生じ
ても、汚水の掃流性能は損なわれない。
Further, since the stopper piece protrudes from a part of the inner surface of the upper half part on the back side of the rubber ring socket,
Even if an external force acts on the drainage pipe in a direction opposite to the insertion direction and a considerable gap is formed between the tip surface of the drainage pipe and the stopper piece, the sweeping performance of the wastewater is not impaired.

【0015】請求項2記載の本発明の排水桝において
は、ストッパー片が突設されているのはゴム輪受口の内
面頂部であるので、汚水の掃流性能は完全に維持され
る。
In the drainage basin according to the second aspect of the present invention, since the stopper piece projects from the top of the inner surface of the rubber ring receiving port, the sweeping performance of the sewage is completely maintained.

【0016】請求項3記載の本発明の排水桝において
は、排水管の挿入方向に所定レベル以上の外力が作用し
た時に、ストッパー片が排水管の先端にて破損され、排
水管の端部の通過を許容できるので、排水管に作用した
外力を緩和吸収できる。
In the drainage basin according to the third aspect of the present invention, when an external force of a predetermined level or more acts in the insertion direction of the drainage pipe, the stopper piece is broken at the tip of the drainage pipe, and the end of the drainage pipe is damaged. Since the passage is permissible, the external force acting on the drain pipe can be reduced and absorbed.

【0017】請求項4記載の本発明の排水桝において
は、ストッパー片の一部に切欠部が設けられているの
で、ストッパー片が排水管の先端面の押圧力によって、
正確かつスムーズに破損して外れ、排水管に作用した外
力を直ちに緩和吸収できる。
In the drainage basin according to the present invention, since the notch is provided in a part of the stopper piece, the stopper piece is pressed by the pressing force of the tip surface of the drainage pipe.
Accurately and smoothly breaks and comes off, and can immediately absorb and absorb the external force acting on the drain pipe.

【0018】[0018]

【発明の実施の形態】以下、本発明の実施の形態を図面
に基づいて説明する。図1は本発明の排水桝の第1実施
例を示す縦断面図、図2は図1の要部を使用状態ととも
に示す拡大断面図、図3は図2のX−X断面の要部拡大
図である。
Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 is a longitudinal sectional view showing a first embodiment of a drainage basin of the present invention, FIG. 2 is an enlarged sectional view showing a main part of FIG. 1 together with a use state, and FIG. 3 is an enlarged main part of a XX section of FIG. FIG.

【0019】図において、1は硬質塩化ビニル樹脂製の
ストレートタイプの排水桝であり、桝本体10の上部に
円筒状の拡径された受口11が設けられている。この受
口11の開口端部に環状膨出部11aが形成され、この
環状膨出部11a内側の環状凹溝11bに合成ゴム製の
シール用ゴム輪12が装着されている。受口11の内面
は奥側に向かって拡径するテーパ面とされている。受口
11には円筒状の掃除口管2の下端部が挿入接続され、
この掃除口管2の上端部開口に蓋が装着された掃除口
(図示せず)が接着固定されるようになされている。
In FIG. 1, reference numeral 1 denotes a straight drainage basin made of a hard vinyl chloride resin, and a cylindrical enlarged-diameter receiving port 11 is provided at an upper portion of a basin body 10. An annular bulge 11a is formed at the opening end of the receiving port 11, and a sealing rubber ring 12 made of synthetic rubber is mounted in an annular groove 11b inside the annular bulge 11a. The inner surface of the receiving port 11 is a tapered surface whose diameter increases toward the inner side. The lower end of the cylindrical cleaning port tube 2 is inserted and connected to the receiving port 11,
A cleaning port (not shown) provided with a lid is bonded and fixed to the upper end opening of the cleaning port tube 2.

【0020】桝本体10の下部両端部には円筒状の受口
13と、円筒状の差口14が設けられている。受口13
が流入側であり、差口14が流出側である。差口14の
口径のほうが受口13の口径よりも大とされている。受
口13と差口14は段差を有するインバート部15を介
して連接されている。受口13の開口端部には環状膨出
部13aが形成され、この環状膨出部13a内側の環状
凹溝13bに合成ゴム製のシール用ゴム輪16が装着さ
れている。受口13の内径は、図に示すように、環状膨
出部13aを除いて全長にわたって同一とされている。
A cylindrical receiving port 13 and a cylindrical port 14 are provided at both lower end portions of the box body 10. Socket 13
Is the inflow side, and the outlet 14 is the outflow side. The diameter of the spigot 14 is larger than the diameter of the receiving port 13. The receiving port 13 and the port 14 are connected via an inverting section 15 having a step. An annular bulge 13a is formed at the opening end of the receiving port 13, and a sealing rubber ring 16 made of synthetic rubber is mounted in the annular groove 13b inside the annular bulge 13a. As shown in the drawing, the inner diameter of the receiving port 13 is the same over the entire length except for the annular bulging portion 13a.

【0021】受口13の奥側の内面の頂部に1個のスト
ッパー片17が突設されている。このストッパー片17
が突設される位置は、図1におけるシール用ゴム輪16
とストッパー片17の開口側の前面の間の長さ(つまり
排水管3の実効挿入長さ)Lが、たとえば地震などによ
って、受口13内に挿入接続された排水管3に対して抜
け外力が作用しても、排水管3の端部が受口13内から
抜け出ないようにできる許容長さを保持できるようにす
ればよい。この実効挿入長さLは、排水管3の呼び径が
100〜125mmでは45〜50mm、排水管3の呼
び径が150〜200mmでは55〜70mmの範囲と
するのが望ましい。
One stopper piece 17 is protrudingly provided at the top of the inner surface on the back side of the receiving port 13. This stopper piece 17
The projecting position is the sealing rubber ring 16 in FIG.
The length L (ie, the effective insertion length of the drain pipe 3) L between the stopper piece 17 and the front surface on the opening side of the stopper piece 17 is, for example, due to an earthquake or the like, and the drain pipe 3 inserted and connected into the receptacle 13 is pulled out. It is sufficient that the end length of the drain pipe 3 can be maintained at a permissible length that prevents the end of the drain pipe 3 from falling out of the inside of the receiving port 13. The effective insertion length L is desirably 45 to 50 mm when the drain pipe 3 has a nominal diameter of 100 to 125 mm, and 55 to 70 mm when the drain pipe 3 has a nominal diameter of 150 to 200 mm.

【0022】ストッパー片17の突出高さは、図2およ
び図3から明らかなように、接続される排水管3の壁厚
よりも少し大きくされている。ストッパー片17の形状
や寸法は、排水管の挿入方向に所定レベル以上の外力が
作用した時に、ストッパー片17が破損して、排水管3
の端部の通過を許容できるように形成されている。受口
13内に後述の上流側の排水管3の差口31が内挿され
て接続される。その際、排水管3の先端面がストッパー
片17に当接して係止されることで挿入位置の位置決め
を行える。一方、差口14に下流側の排水管4の拡径さ
れた受口41が外挿されて接続される。なお、18は脚
部であり、桝本体10のインバート部15の底部外面に
一体に設けられている。
2 and 3, the projecting height of the stopper piece 17 is slightly larger than the wall thickness of the drain pipe 3 to be connected. The shape and dimensions of the stopper piece 17 are such that when an external force of a predetermined level or more acts in the insertion direction of the drain pipe, the stopper piece 17 is damaged and the drain pipe 3 is damaged.
Is formed so as to allow the passage of the end portion. A socket 31 of the drain pipe 3 on the upstream side, which will be described later, is inserted into the receiving port 13 and connected. At this time, the insertion position can be determined by the distal end surface of the drain pipe 3 being brought into contact with the stopper piece 17 and locked. On the other hand, the enlarged outlet 41 of the drain pipe 4 on the downstream side is extrapolated and connected to the outlet 14. Reference numeral 18 denotes a leg, which is integrally provided on the outer surface of the bottom of the invert portion 15 of the main body 10.

【0023】つぎに上記実施例の排水桝1の使用状態に
ついて説明する。充分に突き固めた基礎上に排水桝1を
設置する。排水管4の受口41内に装着されているシー
ル用ゴム輪の内面に滑剤を塗布した後、挿入機を使用し
て、排水桝1の差口14と排水管4を接続する。同様に
して、排水桝1の流入側の受口13と上流側の排水管3
との接続作業を順次行って排水管路の接続を完了する。
つぎに、受口11に掃除口管2の下端部を接続し、掃除
口管2の上端部開口に蓋を装着した掃除口を接着して固
定する。そして、土砂を埋め戻して排水桝1の設置作業
が完了する。
Next, the use state of the drainage basin 1 of the above embodiment will be described. Drainage basin 1 is installed on a sufficiently compacted foundation. After applying a lubricant to the inner surface of the sealing rubber ring mounted in the receiving port 41 of the drain pipe 4, the outlet 14 of the drain basin 1 and the drain pipe 4 are connected by using an insertion machine. Similarly, the inlet 13 on the inflow side of the drainage basin 1 and the drainage pipe 3 on the upstream side
The connection work of the drainage pipe is completed by sequentially performing the connection work.
Next, the lower end of the cleaning port pipe 2 is connected to the receiving port 11, and a cleaning port with a lid attached to the upper end opening of the cleaning port pipe 2 is adhered and fixed. Then, the earth and sand are backfilled, and the installation work of the drainage basin 1 is completed.

【0024】そして、たとえば地震の発生により、排水
管3に挿入方向の外力が作用すると、排水管3の先端面
がストッパー片17を押圧して、ストッパー片17がそ
の基部より破損して外れる。この結果、排水管3が排水
桝1の内側に移動して、作用した外力は緩和吸収され、
排水桝あるいは排水管に損傷や破壊が生じない。
When an external force in the insertion direction acts on the drain pipe 3 due to, for example, the occurrence of an earthquake, the distal end surface of the drain pipe 3 presses the stopper piece 17, and the stopper piece 17 is broken from its base and comes off. As a result, the drain pipe 3 moves to the inside of the drain basin 1, and the applied external force is relaxed and absorbed.
No damage or destruction of the drainage basin or drainage pipe.

【0025】一方、排水管3に挿入方向とは反対向きの
外力が作用しても、受口13の実効挿入長さLが充分な
長さとされているので、受口13内からの排水管3端部
の抜け外れは生じない。しかも、ストッパー片17が存
在しているのは受口13の奥側内面の頂部であるため、
汚水の掃流性能は何ら影響を受けない。
On the other hand, even if an external force in the direction opposite to the insertion direction acts on the drain pipe 3, the effective insertion length L of the receptacle 13 is set to a sufficient length. The three ends do not come off. In addition, since the stopper piece 17 exists at the top of the inner surface on the inner side of the receiving port 13,
The scavenging performance of the sewage is not affected at all.

【0026】上記実施例においては、受口13の奥側内
面の頂部に1個のストッパー片17を突設したが、図4
に示すように、受口13の奥側の上半部内面の一部に、
周方向に沿って複数個(図示の場合は3個)のストッパ
ー片17Aを突設してもよい。このように、複数個のス
トッパー片17Aを突設する場合は、図5に示すよう
に、ストッパー片17Aの前後基部側に切欠部17aを
周方向に沿って形成するのが望ましい。この切欠部17
aが存在することにより、各ストッパー片17Aが排水
管3の先端面の押圧力によって、正確かつスムーズに破
損して外れる。
In the above embodiment, one stopper piece 17 is protruded from the top of the inner surface on the inner side of the receiving port 13.
As shown in the figure, a part of the inner surface of the upper half of the
A plurality (three in the illustrated case) of stopper pieces 17A may be protruded along the circumferential direction. In the case where a plurality of stopper pieces 17A are protruded in this way, as shown in FIG. 5, it is desirable to form notches 17a in the front and rear base sides of the stopper pieces 17A along the circumferential direction. This notch 17
Due to the presence of a, each stopper piece 17A is accurately and smoothly broken and detached by the pressing force of the distal end face of the drain pipe 3.

【0027】また、上記実施例においては、排水管3の
挿入方向に地震などに起因する外力が作用した際に、排
水管3の先端面の押圧力によってストッパー片17(1
7A)が破損して外れる構造のものとしたが、破損され
ずに外れない構造のものとしてもよい。具体的には、図
6に示すように、受口13の奥側の上半部内面の一部
に、周方向に沿って複数個(図示の場合は5個)の半球
体のストッパー片17Bを突設してもよい。そして、ス
トッパー片17Bの突出高さは、受口13の内面と排水
管3の外面との間の隙間よりも少し高くするのが望まし
い。また、排水管3の先端部外面に面取りを施しておく
のがよい。
In the above embodiment, when an external force due to an earthquake or the like acts on the insertion direction of the drain pipe 3, the stopper piece 17 (1) is pressed by the pressing force of the distal end face of the drain pipe 3.
Although 7A) is structured to be broken and detached, it may be structured so as not to be broken and not detached. Specifically, as shown in FIG. 6, a plurality (five in the illustrated case) of hemispherical stopper pieces 17 </ b> B are provided along a circumferential direction on a part of the inner surface of the upper half part on the back side of the receptacle 13. May be provided. It is desirable that the protrusion height of the stopper piece 17 </ b> B be slightly higher than the gap between the inner surface of the receiving port 13 and the outer surface of the drain pipe 3. Further, it is preferable to chamfer the outer surface of the distal end portion of the drain pipe 3.

【0028】この場合は、地震が発生して、排水管3に
挿入方向の外力が作用すると、排水管3の先端面がスト
ッパー片17Bの球面を押圧しながら排水桝1の内側に
移動して、作用した外力は緩和吸収され、排水桝あるい
は排水管に損傷や破壊が生じない。
In this case, when an earthquake occurs and an external force acts on the drain pipe 3 in the insertion direction, the distal end surface of the drain pipe 3 moves inside the drain basin 1 while pressing the spherical surface of the stopper piece 17B. The applied external force is alleviated and absorbed, and the drainage basin or drainage pipe is not damaged or broken.

【0029】上記実施例では、受口13および差口14
の断面形状を円形としたが、たとえば楕円形,卵形,小
判形などであってもよい。
In the above embodiment, the socket 13 and the outlet 14
Has a circular cross section, but may have an elliptical shape, an oval shape, an oval shape, or the like.

【0030】上記実施例では、インバート部15に段差
を設けたが、この段差はなくてもよい。また、排水桝の
形状は、上記ストレートタイプのものに限定されず、4
5度合流タイプ,90度合流タイプ,三方Y合流タイ
プ,三方T合流タイプなどであってもよい。
In the above embodiment, a step is provided in the invert section 15, but this step may not be provided. The shape of the drainage basin is not limited to the straight type,
A 5-degree merging type, a 90-degree merging type, a three-way Y merging type, a three-way T merging type, or the like may be used.

【0031】[0031]

【発明の効果】請求項1ないし4記載の本発明の排水桝
においては、流入側接続部がゴム輪受口とされ、このゴ
ム輪受口の奥側内面の一部に、この受口内に挿入接続さ
れる排水管の先端面が当接するストッパー片が突設さ
れ、このストッパー片が、排水管の挿入方向に所定レベ
ル以上の外力が作用した時に、排水管の端部の通過を許
容できるように形成されているので、たとえば地震が発
生して、排水管に挿入方向の外力が作用しても、排水管
が排水桝の内側に移動して、作用した外力は緩和吸収さ
れ、排水桝や排水管の損傷や破壊を防止できる。
According to the drainage basin of the present invention, the inflow side connection portion is a rubber ring receiving port, and a part of the inner surface of the rubber ring receiving port is provided inside the receiving port. A stopper piece projecting from the end face of the drain pipe to be inserted and connected is protruded, and this stopper piece can allow the end of the drain pipe to pass when an external force of a predetermined level or more acts in the insertion direction of the drain pipe. Even if, for example, an earthquake occurs and an external force acts on the drainpipe in the insertion direction, the drainpipe moves inside the drainage basin and the applied external force is absorbed and absorbed. And drainage pipes can be prevented from being damaged or destroyed.

【0032】また、ストッパー片が突設されているの
は、ゴム輪受口の奥側の上半部内面の一部であるので、
排水管に挿入方向とは反対向きの外力が作用して、排水
管の先端面とストッパー片との間に間隙が生じても、汚
水の掃流性能は損なわれない。
Also, since the stopper piece protrudes from a part of the inner surface of the upper half part on the back side of the rubber ring socket,
Even if an external force acts on the drain pipe in a direction opposite to the insertion direction and a gap is formed between the distal end surface of the drain pipe and the stopper piece, the scavenging performance of the wastewater is not impaired.

【0033】請求項2記載の本発明の排水桝において
は、ゴム輪受口の内面頂部にストッパー片が突設されて
いるので、汚水の掃流性能は完全に維持される。
In the drainage basin according to the second aspect of the present invention, since the stopper piece projects from the top of the inner surface of the rubber ring receiving port, the sweeping performance of the wastewater is completely maintained.

【0034】請求項3記載の本発明の排水桝において
は、排水管の挿入方向に所定レベル以上の外力が作用し
た時に、ストッパー片が排水管の先端にて破損され、排
水管の端部の通過を許容できるので、排水管に作用した
外力を緩和吸収できる。
In the drainage basin of the present invention, when an external force of a predetermined level or more acts in the insertion direction of the drainage pipe, the stopper piece is broken at the tip of the drainage pipe, and the end of the drainage pipe is damaged. Since the passage is permissible, the external force acting on the drain pipe can be reduced and absorbed.

【0035】請求項4記載の本発明の排水桝において
は、ストッパー片の一部に切欠部が設けられているの
で、ストッパー片が排水管の先端面の押圧力によって、
正確かつスムーズに破損して外れ、排水管に作用した外
力を直ちに緩和吸収できる。
In the drainage basin according to the present invention, since the notch is provided in a part of the stopper piece, the stopper piece is pressed by the pressing force of the tip surface of the drainage pipe.
Accurately and smoothly breaks and comes off, and can immediately absorb and absorb the external force acting on the drain pipe.

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

【図1】本発明の排水桝の第1実施例を示す縦断面図で
ある。
FIG. 1 is a longitudinal sectional view showing a first embodiment of a drainage basin of the present invention.

【図2】図1の要部を使用状態とともに示す拡大断面図
である。
FIG. 2 is an enlarged sectional view showing a main part of FIG. 1 together with a state of use.

【図3】図2のX−X断面の要部拡大図である。FIG. 3 is an enlarged view of a main part of a section taken along line XX of FIG. 2;

【図4】図3の変形例を示す要部拡大図である。FIG. 4 is an enlarged view of a main part showing a modification of FIG. 3;

【図5】図4のY−Y断面の要部拡大図である。FIG. 5 is an enlarged view of a main part in a YY cross section of FIG. 4;

【図6】図3の他の変形例を示す要部拡大図である。FIG. 6 is an enlarged view of a main part showing another modification of FIG. 3;

【符号の説明】[Explanation of symbols]

1 排水桝 10 桝本体 11 受口 12,16 シール用ゴム輪 13 ゴム輪受口(流入側接続部) 14 差口(流出側接続部) 15 インバート部 17,17A,17B ストッパー片 17a 切欠部 2 掃除口管 3,4 排水管 Reference Signs List 1 drainage basin 10 basin body 11 receptacle 12, 16 rubber ring for sealing 13 rubber ring receptacle (inflow side connection part) 14 spout (outflow side connection part) 15 invert part 17, 17A, 17B stopper piece 17a notch part 2 Cleaning pipe 3, 4 Drain pipe

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 上部に掃除口管との筒状接続部が設けら
れ、下部にインバート部が設けられ、このインバート部
の両端部に筒状の流入側接続部および流出側接続部が連
接して設けられている排水桝において、 前記流入側接続部がゴム輪受口とされ、このゴム輪受口
の奥側の上半部内面の一部に、この受口内に挿入接続さ
れる排水管の先端面が当接係止するストッパー片が突設
され、このストッパー片が、排水管の挿入方向に所定レ
ベル以上の外力が作用した時に、排水管の端部の通過を
許容できるように形成されていることを特徴とする排水
桝。
1. A cylindrical connection portion with a cleaning port pipe is provided at an upper portion, and an invert portion is provided at a lower portion. A cylindrical inflow-side connection portion and an outflow-side connection portion are connected to both ends of the invert portion. In the drainage basin provided, the inflow-side connecting portion is a rubber ring receiving port, and a drain pipe inserted into and connected to a part of the inner surface of the upper half portion on the back side of the rubber ring receiving port. A stopper piece that abuts and locks the end surface of the drain pipe is formed so that the stopper piece can allow the end of the drain pipe to pass when an external force of a predetermined level or more acts in the insertion direction of the drain pipe. Drainage basin characterized by being done.
【請求項2】 ゴム輪受口の内面頂部に、ストッパー片
が突設されている請求項1記載の排水桝。
2. The drainage basin according to claim 1, wherein a stopper piece protrudes from the top of the inner surface of the rubber ring receiving port.
【請求項3】 排水管の挿入方向に所定レベル以上の外
力が作用した時に、ストッパー片が排水管の先端にて破
損され、排水管の端部の通過を許容できる請求項1また
は2記載の排水桝。
3. The drainage pipe according to claim 1 or 2, wherein when an external force of a predetermined level or more acts on the drainage pipe in the insertion direction, the stopper piece is broken at the tip of the drainage pipe and can pass through the end of the drainage pipe. Drain basin.
【請求項4】 ストッパー片の一部に切欠部が設けられ
ている請求項1ないし3記載の排水桝。
4. The drainage basin according to claim 1, wherein a notch is provided in a part of the stopper piece.
JP19113797A 1997-07-16 1997-07-16 Catch basin Withdrawn JPH1136436A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19113797A JPH1136436A (en) 1997-07-16 1997-07-16 Catch basin

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19113797A JPH1136436A (en) 1997-07-16 1997-07-16 Catch basin

Publications (1)

Publication Number Publication Date
JPH1136436A true JPH1136436A (en) 1999-02-09

Family

ID=16269510

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19113797A Withdrawn JPH1136436A (en) 1997-07-16 1997-07-16 Catch basin

Country Status (1)

Country Link
JP (1) JPH1136436A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017015119A (en) * 2015-06-29 2017-01-19 日本ヒューム株式会社 Earthquake proof desorption prevention joint for pipe line curved part and underground pipe passage

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2017015119A (en) * 2015-06-29 2017-01-19 日本ヒューム株式会社 Earthquake proof desorption prevention joint for pipe line curved part and underground pipe passage

Similar Documents

Publication Publication Date Title
US6289532B1 (en) Tub overflow waste assembly
US7793989B2 (en) Locking connector with depressions
US5096332A (en) Method for water leakage prevention in pipeline and liner for water leakage prevention
JPH1136436A (en) Catch basin
JP2002071064A (en) Earthquake-resistant pipe joint for sewer pipeline
US5329646A (en) Drain flusher device
US6311721B1 (en) Residential drain line stop valve
KR102077282B1 (en) Pipe connecting device of a drain trap for a washhand stand
JP3447775B2 (en) Sewage basin
JP3600292B2 (en) Pipe connection device
JP2001159182A (en) Sewer line earthquake resisting joint
JP3042758U (en) Drainage leak prevention device
JP2588196Y2 (en) Connection device for sewer pipe and drain pipe
JP2751017B2 (en) Manhole made of PVC for public use using socket plug
JPH09126370A (en) Expansion joint
KR200228343Y1 (en) Packing for water pipe
KR200181891Y1 (en) Diverging pipe of a drain pipe
KR200358337Y1 (en) Ring for connecting drain pipe and branch pipe
JP3258505B2 (en) Miscellaneous drainage pipe connection structure
KR100299941B1 (en) device for commecting of fluid main pipe md branch pipe
JP3178685B2 (en) Drainage basin
CA2325514C (en) Tub overflow waste assembly
JPH11193892A (en) Separation preventive pipe joint
JP2565412Y2 (en) Drain cleaner
JP2603365Y2 (en) Masu for sewage

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20040317

A761 Written withdrawal of application

Effective date: 20050704

Free format text: JAPANESE INTERMEDIATE CODE: A761