JPH06330552A - Preventive device against water leakage - Google Patents

Preventive device against water leakage

Info

Publication number
JPH06330552A
JPH06330552A JP5119844A JP11984493A JPH06330552A JP H06330552 A JPH06330552 A JP H06330552A JP 5119844 A JP5119844 A JP 5119844A JP 11984493 A JP11984493 A JP 11984493A JP H06330552 A JPH06330552 A JP H06330552A
Authority
JP
Japan
Prior art keywords
pipe
peripheral surface
pipe body
reinforcing pipe
outer peripheral
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
JP5119844A
Other languages
Japanese (ja)
Inventor
Riyouzou Inoura
良三 猪浦
Naoshi Shimoda
直志 霜田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maezawa Kasei Kogyo KK
Original Assignee
Maezawa Kasei Kogyo KK
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Maezawa Kasei Kogyo KK filed Critical Maezawa Kasei Kogyo KK
Priority to JP5119844A priority Critical patent/JPH06330552A/en
Publication of JPH06330552A publication Critical patent/JPH06330552A/en
Pending legal-status Critical Current

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Landscapes

  • Sewage (AREA)
  • Pipe Accessories (AREA)
  • Joints Allowing Movement (AREA)

Abstract

PURPOSE:To prevent water leakage from a swing socket used for joints of pipes buried in the underground. CONSTITUTION:The outer peripheral face of a swing socket 1 is protrusively formed so as to shape a curved face outward. The inner peripheral face at one end of a reinforcing pipe body is formed to make a straight pipe so as to contact the outer peripheral face of a sewer pipe 9. The inner peripheral face at the other end of the reinforcing pipe body 22 is formed to shape a curved face so as to extend along the outer peripheral face of the swing socket 1. The reinforcing pipe body 22 is formed to shape a half-divided pipe in the axial direction. An upper reinforcing pipe body 26 and a lower reinforcing pipe body 27 are formed. In this way, the sewer pipe 9 is prevented from deforming flat due to the earth pressure from the upper side and also water leakage between the swing socket 1 and the sewer pipe 9 can be prevented. Even when a sewer pipe 9 is connected to a catch-basin 2 at an acute angle, the reinforcing pipe body 22 can be closely fitted to the swing socket 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、地下に埋設される管体
などの継手部に使用される自在受口の漏水を防止する漏
水防止装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a water leakage prevention device for preventing water leakage from a universal receptacle used in a joint portion such as a pipe body buried underground.

【0002】[0002]

【従来の技術】従来、下水管の点検口にはコンクリート
製の大型のマンホールが使用されていたが、この大型の
マンホールは狭い道路や屈曲した場所に設置しずらいの
で、近年、塩化ビニル樹脂製の小型のマンホールが使用
されてきている。
2. Description of the Related Art Conventionally, large manholes made of concrete have been used for the inspection port of sewer pipes, but since these large manholes are difficult to install on narrow roads or in bends, vinyl chloride resin has been used in recent years. Manufactured small manholes have been used.

【0003】そして、屈曲点あるいは一定距離(例えば
50m)を超える場合にマンホールの設置が義務付けら
れているが、道路が直線状に続く場合が少ないため、マ
ンホールの流入口と流出口とでは多少角度が異なる場合
が多い。このような場合、マンホールの流入口を自在受
口にすると、角度の調節が容易にできるので非常に便利
である。
Although it is obligatory to install a manhole at a bending point or when a certain distance (for example, 50 m) is exceeded, since there are few cases where roads continue straightly, there is a slight angle between the inlet and outlet of the manhole. Are often different. In such a case, if the inlet of the manhole is a free receiving port, the angle can be easily adjusted, which is very convenient.

【0004】図8に示すように、自在受口1は、桝本体
2に一体成形され、外方に向かって曲面状に膨出形成さ
れた塩化ビニル樹脂等の合成樹脂製の外管3と、この外
管3の内周面に弾性リング4を介して回動自在に嵌合さ
れた剛性が大きい合成樹脂製の回転受口部5とにより構
成されている。この回転受口部5の外周面と内周面には
環状凹部6,7がそれぞれ凹設され、環状凹部6には前
記弾性リング4が装着され、環状凹部7には弾性パッキ
ング8が嵌着されている。
As shown in FIG. 8, the universal receiving port 1 is formed integrally with the container main body 2, and is formed with an outer tube 3 made of synthetic resin such as vinyl chloride resin which is bulged outward in a curved shape. A rotary receiving portion 5 made of synthetic resin having a large rigidity, which is rotatably fitted to the inner peripheral surface of the outer tube 3 through an elastic ring 4. Annular recesses 6 and 7 are respectively provided on the outer peripheral surface and the inner peripheral surface of the rotation receiving portion 5, the elastic ring 4 is mounted in the annular recess 6, and the elastic packing 8 is fitted in the annular recess 7. Has been done.

【0005】そして、設置現場の屈曲状況に応じて、前
記自在受口1に接続管9を桝本体2に対して所定角度を
持たせて接続した後、埋め戻しする。このとき、前記回
転受口部5を回転させることにより、接続管9の接続角
度を容易に変えることができる。
Then, according to the bending condition of the installation site, the connection pipe 9 is connected to the universal receptacle 1 at a predetermined angle with respect to the basin body 2 and then backfilled. At this time, the connection angle of the connection pipe 9 can be easily changed by rotating the rotation receiving portion 5.

【0006】次に、桝本体2の上部から地表に向かって
立上り管10を立上げる。なお、立上り管10の上方に位置
する地表付近に保護筐11を設け、この保護筐11の下方に
この保護筐11を支承する保護筐受座12を配設して、立上
り管10および桝本体2には道路上の車両などからの荷重
が直接かからないようになっている。
Next, the rising pipe 10 is erected from the upper part of the main body 2 toward the ground surface. It should be noted that a protective casing 11 is provided near the surface of the earth located above the rising pipe 10, and a protective casing seat 12 for supporting the protective casing 11 is arranged below the protective casing 11 so that the rising pipe 10 and the basin body No load from vehicles on the road is directly applied to No.2.

【0007】[0007]

【発明が解決しようとする課題】しかしながら、地下深
く埋設した場合、接続管9および自在受口1には上方か
らの土圧がかかる。ここで、前述の如く、自在受口1
は、外管3と剛性が大きい回転受口部5との二重構造か
ら構成されているため、接続管9よりも剛性が相当大き
くなっている。このため、接続管9は土圧にて上下方向
の寸法が短くなるように容易に偏平状に変形されてしま
うのに対して、剛性が大きい自在受口1は追随して変形
しないので、接続管9と回転受口部5に嵌着されている
弾性パッキング8との間に隙間が生じ、そこから漏水が
生じたりあるいは不明水が内部に侵入する場合があると
いう問題点を有している。
However, when it is buried deep underground, earth pressure is applied to the connecting pipe 9 and the universal receiving port 1 from above. Here, as described above, the universal socket 1
Has a double structure including the outer tube 3 and the rotation receiving portion 5 having high rigidity, and therefore has substantially higher rigidity than the connecting tube 9. For this reason, the connecting pipe 9 is easily deformed into a flat shape by earth pressure so that the dimension in the vertical direction is shortened, whereas the universal receiving port 1 having a large rigidity is not deformed following the connecting pipe 9. There is a problem that a gap is created between the pipe 9 and the elastic packing 8 fitted in the rotary receiving part 5, and water may leak from the gap or unknown water may enter the inside. .

【0008】本発明は、上記問題点に鑑みなされたもの
で、地下に埋設される管体の継手部に使用される自在受
口の漏水を防止する漏水防止装置を提供することを目的
とする。
The present invention has been made in view of the above problems, and an object of the present invention is to provide a water leakage prevention device for preventing water leakage from a universal receptacle used in a joint portion of a pipe body buried underground. .

【0009】[0009]

【課題を解決するための手段】本発明の漏水防止装置
は、外周面が外方に向かって曲面状に膨出形成された自
在受口と、一端部の内周面が前記自在受口に接続される
接続管の外周面に接するように直管状に形成され、他端
部の内周面が前記自在受口の外周面に沿うように曲面状
に形成され、かつ、軸線方向に半割りに形成された補強
管体とからなるものである。
The water leakage prevention apparatus of the present invention has a universal receptacle having an outer peripheral surface bulging outward in a curved shape and an inner peripheral surface at one end serving as the universal receptacle. It is formed in a straight tube shape so as to be in contact with the outer peripheral surface of the connecting pipe to be connected, and the inner peripheral surface of the other end is formed into a curved surface so as to follow the outer peripheral surface of the universal receptacle, and is halved in the axial direction. And a reinforcing tube body formed in the.

【0010】[0010]

【作用】本発明の漏水防止装置では、地下に埋設された
場合、自在受口近傍に位置する接続管は補強管体の一端
部に嵌合され、補強されるので、接続管が上方からの土
圧にて偏平状に変形されることがなく、接続管と自在受
口との間に隙間が生じることがなく、漏水が防止され
る。
In the water leakage prevention device of the present invention, when buried underground, the connecting pipe located in the vicinity of the universal receiving port is fitted and reinforced at one end portion of the reinforcing pipe body, so that the connecting pipe is installed from above. It is not deformed into a flat shape by earth pressure, no gap is formed between the connecting pipe and the universal receiving port, and water leakage is prevented.

【0011】また、接続管を桝本体に対して角度を持た
せて自在に接合する場合においても、補強管体の他端部
の内周面が自在受口の外周面に沿って曲面状に形成され
ているので、補強管体の他端部を自在受口にぴったりと
嵌合することができる。
Also, when the connecting pipe is freely joined to the main body at an angle, the inner peripheral surface of the other end of the reinforcing pipe is curved along the outer peripheral surface of the universal receptacle. Since it is formed, the other end of the reinforcing tube can be fitted snugly into the universal receptacle.

【0012】さらに、補強管体は軸線方向に半割りに形
成されているので、補強管体の取付施工性が高まる。
Further, since the reinforcing pipe is formed in half in the axial direction, the workability of attaching the reinforcing pipe is improved.

【0013】[0013]

【実施例】以下、本発明の漏水防止装置の一実施例を図
面を参照して説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the water leakage prevention device of the present invention will be described below with reference to the drawings.

【0014】なお、前記従来例と同じ構造部分について
は前記従来例の符号を用いる。
The same reference numerals as in the conventional example are used for the same structural parts as in the conventional example.

【0015】図1ないし図4において、21は漏水防水装
置で、この漏水防水装置21は、合成樹脂製の桝本体2の
側部に一体成形された合成樹脂製の外管3とこの外管3
の内周面に弾性リング4を介して回転自在に嵌合された
剛性が大きい合成樹脂製の回転受口部5とからなる自在
受口1と、この自在受口1の外周面に嵌合される合成樹
脂製の補強管体22とより構成されている。また、前記回
転受口部5の外周面と内周面には環状凹部6,7がそれ
ぞれ凹設され、環状凹部6には前記弾性リング4が装着
され、環状凹部7には弾性パッキング8が嵌着されてい
る。
In FIG. 1 to FIG. 4, reference numeral 21 is a water leakage waterproof device, and the water leakage waterproof device 21 is an outer tube 3 made of synthetic resin integrally formed on a side portion of a container main body 2 made of synthetic resin, and this outer tube. Three
A universal socket 1 made of a synthetic resin rotary socket 5 having a large rigidity, which is rotatably fitted to the inner peripheral surface of the universal socket 1 through an elastic ring 4, and is fitted to the outer peripheral surface of the universal socket 1. And a reinforcing tube 22 made of synthetic resin. Further, annular recesses 6 and 7 are respectively provided on the outer peripheral surface and the inner peripheral surface of the rotation receiving portion 5, the elastic ring 4 is mounted in the annular recess 6, and the elastic packing 8 is provided in the annular recess 7. It is fitted.

【0016】そして、前記補強管体22は、一端部側には
自在受口1に接続される接続管としての下水管9の外周
面に接するように直管状に形成された直管部23が形成さ
れ、他端部側には直管部23よりも膨出して形成された膨
出部24が形成されている。この膨出部24の先端部側の内
周面は、自在受口1の外管3の外周面に沿って曲面状に
形成されている。また、直管部23の外周面には複数個の
リブ25が環状に突設されている。
The reinforcing pipe body 22 has a straight pipe portion 23 formed in a straight pipe shape on one end side so as to come into contact with the outer peripheral surface of the sewer pipe 9 as a connecting pipe connected to the universal receptacle 1. A bulging portion 24 is formed on the other end side of the straight pipe portion 23 so as to bulge more than the straight pipe portion 23. The inner peripheral surface of the bulging portion 24 on the tip end side is formed into a curved surface along the outer peripheral surface of the outer tube 3 of the universal receptacle 1. Further, a plurality of ribs 25 are annularly projected on the outer peripheral surface of the straight pipe portion 23.

【0017】さらに、図5に示すように、前記補強管体
22は、軸線方向に沿って上下に半割りにされ、上部補強
管体26と下部補強管体27との2つの部材に分割されて形
成されている。
Further, as shown in FIG.
22 is divided into two parts, an upper reinforcing pipe body 26 and a lower reinforcing pipe body 27, which are vertically divided in half along the axial direction.

【0018】次に、本実施例の作用を説明する。Next, the operation of this embodiment will be described.

【0019】図1に示す桝本体2を設置場所に地下深く
設置し、上流側の下水管9を自在受口1の回転受口部5
に接続する。次に、図2の実線および図3に示すよう
に、下水管9を桝本体2に対して角度を持たせずに接続
する。そして、設置方向に多少の角度がある場合は、図
2の1点鎖線、2点鎖線および図4に示すように、自在
受口1の回転受口部5を回動させて、下水管9を桝本体
2に対して(図2の上下方向に)角度αを持たせた状態
で接続する。
The basin body 2 shown in FIG. 1 is installed deep underground below the installation site, and the upstream side sewer pipe 9 is freely rotated.
Connect to. Next, as shown by the solid line in FIG. 2 and FIG. 3, the sewer pipe 9 is connected to the sac body 2 without an angle. If the installation direction has a slight angle, the rotary receptacle 5 of the universal receptacle 1 is rotated to move the sewage pipe 9 as shown by the alternate long and short dash line in FIG. Are connected to the main body 2 at an angle α (in the vertical direction in FIG. 2).

【0020】この状態で、下部補強管体27の直管部23の
内周面に接着剤を塗布した後、図5に示すように、下部
補強管体27を下方から自在受口1の外管3と下水管9の
下部に接合する。次いで、上部補強管体26の直管部23の
内周面に接着剤を塗布した後、上部補強管体26を外管3
と下水管9の上部に接合する。このようにして、下部補
強管体27と上部補強管体26とが接合されて補強管体22が
形成され、補強管体22の直管部23が自在受口1近傍に位
置する下水管9に接着され、膨出部24が外管3に嵌合さ
れる。
In this state, after the adhesive is applied to the inner peripheral surface of the straight pipe portion 23 of the lower reinforcing pipe body 27, the lower reinforcing pipe body 27 is inserted from below to the outside of the universal socket 1 as shown in FIG. It joins the lower part of the pipe 3 and the sewer pipe 9. Next, after applying an adhesive to the inner peripheral surface of the straight pipe portion 23 of the upper reinforcing pipe body 26, the upper reinforcing pipe body 26 is attached to the outer pipe 3
And the upper part of the sewer pipe 9. In this way, the lower reinforcing pipe body 27 and the upper reinforcing pipe body 26 are joined to form the reinforcing pipe body 22, and the straight pipe portion 23 of the reinforcing pipe body 22 is located near the universal receptacle 1 And the bulging portion 24 is fitted to the outer tube 3.

【0021】このとき、補強管体22の膨出部24の内周面
が自在受口1の外管3の外周面に沿うように曲面状に形
成されているので、図4に示すように、補強管体22を桝
本体2に対して角度を持たせて接続しても、補強管体22
の膨出部24を外管3にぴったりと嵌合することができ
る。
At this time, since the inner peripheral surface of the bulging portion 24 of the reinforcing pipe body 22 is formed into a curved surface so as to follow the outer peripheral surface of the outer pipe 3 of the universal receiving port 1, as shown in FIG. , Even if the reinforcing pipe 22 is connected to the main body 2 at an angle, the reinforcing pipe 22
The bulged portion 24 of can be fitted tightly to the outer tube 3.

【0022】また、図5に示すように、補強管体22は半
割りに形成されているので、自在受口1と下水管9に容
易に接合することができ、施工性が高まる。なお、前記
上部補強管体26、下部補強管体27の接合順序および接着
剤の塗布位置は一例を示したに過ぎず、接合順序を逆に
してもよく、あるいは上部補強管体26、下部補強管体27
の内周面および下水管9の外周面に接着剤を塗布して嵌
合し、番線で締め付けることもできる。
Further, as shown in FIG. 5, since the reinforcing pipe body 22 is formed in half, it can be easily joined to the universal receptacle 1 and the sewer pipe 9 and the workability is enhanced. Note that the joining order of the upper reinforcing pipe body 26 and the lower reinforcing pipe body 27 and the application position of the adhesive are merely examples, and the joining order may be reversed, or the upper reinforcing pipe body 26 and the lower reinforcing pipe body may be reinforced. Tube 27
It is also possible to apply an adhesive to the inner peripheral surface of and the outer peripheral surface of the sewer pipe 9 to fit them, and then tighten them with a numbered wire.

【0023】配管作業の終了後、埋め戻しを行い、桝本
体2の上部に、図8の上部に示すような立上り管10を配
設し、保護筐11、保護筐受座12をそれぞれ配設し、道路
上をアスファルトで舗装する。
After completion of the piping work, backfilling is carried out, and a rising pipe 10 as shown in the upper part of FIG. 8 is arranged on the upper part of the main body 2, and a protective casing 11 and a protective casing seat 12 are arranged respectively. Then, pave the road with asphalt.

【0024】このように地下深く埋設した場合、図8に
示すような保護筐11および保護筐受座12にて、桝本体2
に一体成形された自在受口1の外管3には道路上の車両
などからの荷重が直接かからないようになっているとと
もに、図1ないし図4に示すように自在受口1は外管3
と剛性が大きい回転受口部5との二重構造からなり剛性
が相当大きく形成されているので、上方からの土圧にて
偏平状に変形されることがない。これに対して、剛性が
小さい下水管9は上方からの土圧にて容易に偏平状に変
形され易いが、下水管9のうち自在受口1近傍に位置す
る部分は、補強管体22の直管部23にぴったりと嵌合さ
れ、補強されているので、偏平状への変形が阻止され
る。このため、下水管9と回転受口部5の環状凹部7に
嵌着されている弾性パッキング8との間に隙間が生じる
ことがなく、すなわち、下水管9と自在受口1との間に
隙間が生じることがなく、漏水が防止される。
When it is buried deep underground as described above, the main body 2 of the pallet is protected by the protective casing 11 and the protective casing seat 12 as shown in FIG.
The outer tube 3 of the universal socket 1 formed integrally with the vehicle is designed so that a load from a vehicle or the like on the road is not directly applied thereto, and as shown in FIG. 1 to FIG.
Since it has a double structure including the rotation receiving portion 5 having high rigidity and is formed with considerably high rigidity, it is not deformed into a flat shape by earth pressure from above. On the other hand, the sewer pipe 9 having a low rigidity is easily deformed into a flat shape by the earth pressure from above, but the portion of the sewer pipe 9 located near the universal receiving port 1 is of the reinforcing pipe body 22. Since the straight pipe portion 23 is fitted tightly and is reinforced, deformation into a flat shape is prevented. Therefore, there is no gap between the sewer pipe 9 and the elastic packing 8 fitted in the annular recess 7 of the rotary receiving part 5, that is, between the sewer pipe 9 and the universal receiving port 1. There are no gaps and water leakage is prevented.

【0025】また、直管部23に環状に突設された複数個
のリブ25にて下水管9の変形阻止が強化され、漏水防止
が強化される。
Further, the ribs 25 projecting annularly on the straight pipe portion 23 strengthen the prevention of deformation of the sewer pipe 9 and the leakage prevention.

【0026】上記実施例では、図5に示すように、上部
補強管体26と下部補強管体27の半割り面28,29を平面状
に形成したものについて説明したが、本発明はこれに限
られるものではなく、例えば図6に示すように、上部補
強管体26a の半割り面31に突条32と凹条33を設けるとと
もに、下部補強管体27a の半割り面34にそれぞれ凹条35
と突条36を設け、突条32と凹条35並びに凹条33と突条36
をそれぞれ嵌合する構成の補強管体22a としてもよい。
In the above-mentioned embodiment, as shown in FIG. 5, the upper reinforced tubular body 26 and the lower reinforced tubular body 27 are described as having the halved surfaces 28 and 29 formed in a flat shape. For example, as shown in FIG. 6, the ridges 32 and the concave ridges 33 are provided on the half-divided surface 31 of the upper reinforcing pipe body 26a, and the concave ridges are formed on the half-divided surface 34 of the lower reinforcing pipe body 27a. 35
And ridges 36 are provided, and ridges 32 and ridges 35 and ridges 33 and ridges 36
The reinforcing tube bodies 22a may be configured to be fitted together.

【0027】あるいは、図7に示すように、上部補強管
体26b および下部補強管体27b の半割り面37,38近傍か
ら外方に向かってフランジ部39,40をそれぞれ突設し、
これらフランジ部39,40をボルト41、ナット42で締着し
てもよい。
Alternatively, as shown in FIG. 7, flange portions 39 and 40 are provided so as to project outward from the vicinity of the half-split surfaces 37 and 38 of the upper reinforcing pipe body 26b and the lower reinforcing pipe body 27b, respectively.
These flange portions 39 and 40 may be fastened with bolts 41 and nuts 42.

【0028】[0028]

【発明の効果】本発明によれば、地下に埋設された場
合、自在受口近傍に位置する接続管は補強管体の一端部
に嵌合され、補強されるので、接続管が上方からの土圧
にて偏平状に変形されることがなく、接続管と自在受口
との間に隙間が生じることがなく、漏水が防止される。
According to the present invention, when it is buried underground, the connecting pipe located in the vicinity of the universal receiving port is fitted and reinforced at one end of the reinforcing pipe body, so that the connecting pipe is installed from above. It is not deformed into a flat shape by earth pressure, no gap is formed between the connecting pipe and the universal receiving port, and water leakage is prevented.

【0029】また、接続管を桝本体に対して角度を持た
せて自在に接合する場合においても、補強管体の他端部
の内周面が自在受口の外周面に沿って曲面状に形成され
ているので、補強管体の他端部を自在受口にぴったりと
嵌合することができる。
Also, in the case where the connecting pipe is freely joined to the main body at an angle, the inner peripheral surface of the other end of the reinforcing pipe is curved along the outer peripheral surface of the universal receiving port. Since it is formed, the other end of the reinforcing tube can be fitted snugly into the universal receptacle.

【0030】さらに、補強管体は軸線方向に半割りに形
成されているので、補強管体の取付施工性が高まる。
Furthermore, since the reinforcing pipe is formed in half in the axial direction, the mounting workability of the reinforcing pipe is improved.

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

【図1】本発明の漏水防止装置の一実施例の設置状態を
示す縦断面図である。
FIG. 1 is a vertical cross-sectional view showing an installed state of an embodiment of a water leakage prevention device of the present invention.

【図2】同上平面図である。FIG. 2 is a plan view of the same.

【図3】本発明の漏水防止装置を示す横断面図である。FIG. 3 is a cross-sectional view showing a water leakage prevention device of the present invention.

【図4】同上接続管を角度を持たせて接続した状態を示
す横断面図である。
FIG. 4 is a transverse cross-sectional view showing a state in which the above connecting pipes are connected at an angle.

【図5】図1の側面図である。5 is a side view of FIG. 1. FIG.

【図6】他の補強管体を示す側面図である。FIG. 6 is a side view showing another reinforcing pipe body.

【図7】さらに他の補強管体を示す側面図である。FIG. 7 is a side view showing still another reinforcing pipe body.

【図8】従来の自在受口の設置状態を示す縦断面図であ
る。
FIG. 8 is a vertical cross-sectional view showing an installed state of a conventional universal receptacle.

【符号の説明】[Explanation of symbols]

1 自在受口 9 接続管としての下水管 21 漏水防止装置 22 補強管体 1 Universal socket 9 Sewer pipe as a connecting pipe 21 Leakage prevention device 22 Reinforcement pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 外周面が外方に向かって曲面状に膨出形
成された自在受口と、一端部の内周面が前記自在受口に
接続される接続管の外周面に接するように直管状に形成
され、他端部の内周面が前記自在受口の外周面に沿うよ
うに曲面状に形成され、かつ、軸線方向に半割りに形成
された補強管体とからなることを特徴とする漏水防止装
置。
1. A universal receptacle having an outer peripheral surface bulging outwardly in a curved shape, and an inner peripheral surface of one end contacting an outer peripheral surface of a connecting pipe connected to the universal receptacle. It is formed in a straight tube shape, the inner peripheral surface of the other end is formed in a curved shape along the outer peripheral surface of the universal receiving port, and is composed of a reinforcing tube body formed in half in the axial direction. Characteristic water leakage prevention device.
JP5119844A 1993-05-21 1993-05-21 Preventive device against water leakage Pending JPH06330552A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5119844A JPH06330552A (en) 1993-05-21 1993-05-21 Preventive device against water leakage

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5119844A JPH06330552A (en) 1993-05-21 1993-05-21 Preventive device against water leakage

Publications (1)

Publication Number Publication Date
JPH06330552A true JPH06330552A (en) 1994-11-29

Family

ID=14771668

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5119844A Pending JPH06330552A (en) 1993-05-21 1993-05-21 Preventive device against water leakage

Country Status (1)

Country Link
JP (1) JPH06330552A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040012228A (en) * 2002-08-01 2004-02-11 한국미라이공업 주식회사 Connecting Apparatus for Water Supply Pipes and Drainpipes
JP2007070890A (en) * 2005-09-07 2007-03-22 Aron Kasei Co Ltd Synthetic resin catch basin
JP2011220406A (en) * 2010-04-07 2011-11-04 Sekisui Chem Co Ltd Pipe fitting structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR20040012228A (en) * 2002-08-01 2004-02-11 한국미라이공업 주식회사 Connecting Apparatus for Water Supply Pipes and Drainpipes
JP2007070890A (en) * 2005-09-07 2007-03-22 Aron Kasei Co Ltd Synthetic resin catch basin
JP2011220406A (en) * 2010-04-07 2011-11-04 Sekisui Chem Co Ltd Pipe fitting structure

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