JPH09229279A - Manhole coupling - Google Patents

Manhole coupling

Info

Publication number
JPH09229279A
JPH09229279A JP8041000A JP4100096A JPH09229279A JP H09229279 A JPH09229279 A JP H09229279A JP 8041000 A JP8041000 A JP 8041000A JP 4100096 A JP4100096 A JP 4100096A JP H09229279 A JPH09229279 A JP H09229279A
Authority
JP
Japan
Prior art keywords
manhole
pipe
hole
side wall
joint
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
JP8041000A
Other languages
Japanese (ja)
Inventor
Yuji Yoshino
雄司 吉野
Takehisa Tanaka
丈久 田中
Toshio Nakamoto
敏夫 中本
Kazuhiro Hirao
和弘 平尾
Yosuke Matsushita
要介 松下
Takao Takagi
隆夫 高木
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.)
TOGAWA GOMME KK
Kubota Corp
Original Assignee
TOGAWA GOMME KK
Kubota Corp
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 TOGAWA GOMME KK, Kubota Corp filed Critical TOGAWA GOMME KK
Priority to JP8041000A priority Critical patent/JPH09229279A/en
Publication of JPH09229279A publication Critical patent/JPH09229279A/en
Pending legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Branch Pipes, Bends, And The Like (AREA)

Abstract

PROBLEM TO BE SOLVED: To facilitate attachment to a manhole side wall and also to improve water stopping performance of an attaching part. SOLUTION: A sleeve pipe 20 is fixed to a hole 14 formed by boring a handle side wall 12 through filling adhesives 18. Even when irregularities are generated on the inner peripheral surface of the hole 14 when the hole 14 is formed, the fitting parts of the hole 14 and the sleeve pipe 20 are accurately sealed by the filling adhesives 18. When force for ending a chloroethylene vinyl pipe 16 is applied, the force is absorbed by the deformation of a rubber joint 22 and a cushioning material 32 arranged between the chloroethylene vinyl pipe 16 and the sleeve pipe 20 and the deformation or breakage of mortar 34, and water stop is held. In attaching of the sleeve pipe 20 to the hole 14, any inner band and any special jig for extending the diameter of it and fixing it is not used.

Description

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

【0001】[0001]

【産業上の利用分野】この発明はマンホール継手に関
し、特にたとえば下水管路においてマンホールに管を接
続するためのマンホール継手に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a manhole joint, and more particularly to a manhole joint for connecting a pipe to a manhole in a sewer pipeline, for example.

【0002】[0002]

【従来の技術】図5に示すこの種の従来のマンホール継
手1をマンホールの側面のマンホール側壁2に取り付け
る際には、まずマンホール側壁2に穿孔して形成した孔
2aに円筒ゴム3の径大部3aの外周を嵌合させる。次
に、嵌合された部分に相当する円筒ゴム3の径大部3a
の内部に内部バンド4aを装着し、内部バンド4aを治
具を用いて拡径させることによって、円筒ゴム3がマン
ホール側壁2に形成された孔2aに固定される。そし
て、Oリング4bが円筒ゴム3の径大部3aと接続管5
との間に充填される。
2. Description of the Related Art When a conventional manhole joint 1 of this kind shown in FIG. 5 is attached to a manhole side wall 2 on a side surface of a manhole, first, a large diameter cylindrical rubber 3 is formed in a hole 2a formed by punching the manhole side wall 2. The outer periphery of the portion 3a is fitted. Next, the large diameter portion 3a of the cylindrical rubber 3 corresponding to the fitted portion
The cylindrical rubber 3 is fixed to the hole 2a formed in the side wall 2 of the manhole by mounting the inner band 4a inside and expanding the diameter of the inner band 4a using a jig. The O-ring 4b is connected to the large diameter portion 3a of the cylindrical rubber 3 and the connecting pipe 5.
Is filled in between.

【0003】また、図6に示す他の従来のマンホール継
手6をマンホール側壁2に形成した孔2aに取り付ける
際には、孔2aの内面と、これに嵌合される円筒状のゴ
ムからなるゴムジョイント7の嵌合部分の外面との間に
止水のためのモルタル8が充填される。
When the other conventional manhole joint 6 shown in FIG. 6 is attached to the hole 2a formed in the side wall 2 of the manhole, the inner surface of the hole 2a and a rubber made of a cylindrical rubber fitted into the inner surface of the hole 2a. The mortar 8 for stopping water is filled between the outer surface of the fitting portion of the joint 7 and the outer surface.

【0004】[0004]

【発明が解決しようとする課題】図5で示したマンホー
ル継手1の場合には、マンホール側壁2に形成した孔2
aと円筒ゴム3の径大部3aとの嵌合部分の止水性を確
保するため、マンホール側壁2に孔2aを穿孔する際に
は加工精度が要求され、現場での作業は困難である。ま
た、円筒ゴム3の径大部3aの内部に装着した内部バン
ド4aを拡径する際には、特殊な治具が必要とされるこ
ともあり、円筒ゴム3のマンホール側壁2への取り付け
が困難であった。
In the case of the manhole joint 1 shown in FIG. 5, the hole 2 formed in the side wall 2 of the manhole.
In order to secure the waterproofness of the fitting portion between the a and the large diameter portion 3a of the cylindrical rubber 3, when the hole 2a is bored in the manhole side wall 2, the processing accuracy is required, and the work at the site is difficult. Further, when expanding the diameter of the inner band 4a mounted inside the large diameter portion 3a of the cylindrical rubber 3, a special jig may be required, so that the cylindrical rubber 3 can be attached to the manhole side wall 2. It was difficult.

【0005】図6で示したマンホール継手6の場合に
は、マンホール側壁2に形成した孔2aの内面とゴムジ
ョイント7の外面との嵌合部分に、モルタル8を充填し
て嵌合部分を接合する。しかし、接続管9に屈曲する力
が加わるとモルタル8が変形され、この部分からマンホ
ール内を流れる下水がマンホール側壁2の外部に流水す
る場合があり、止水性を十分に確保できないという問題
点があった。
In the case of the manhole joint 6 shown in FIG. 6, mortar 8 is filled in the fitting portion between the inner surface of the hole 2a formed in the manhole side wall 2 and the outer surface of the rubber joint 7 to join the fitting portion. To do. However, when a bending force is applied to the connecting pipe 9, the mortar 8 is deformed, and the sewage flowing in the manhole from this part may flow to the outside of the manhole side wall 2 and there is a problem that sufficient water shutoff cannot be secured. there were.

【0006】それゆえに、この発明の主たる目的は、マ
ンホール側壁への取り付けが容易でしかも取付部分の止
水性を向上できる、マンホール継手を提供することであ
る。
Therefore, a main object of the present invention is to provide a manhole joint which can be easily mounted on the side wall of a manhole and which can improve the waterproof property of the mounting portion.

【0007】[0007]

【課題を解決するための手段】この発明は、マンホール
側壁に穿孔して接続管を接続するマンホール継手であっ
て、マンホール側壁の孔に充填系接着剤によって接合さ
れかつ接続管の管径より大きい管径の短管、および一端
が径大で他端が径小の可撓円筒部を備え、可撓円筒部の
一端は短管に接続され、かつ可撓円筒部の他端は、短管
および可撓円筒部の内部に挿通される接続管に接続さ
れ、さらに接続管と短管との間に充填されるモルタルと
を備える、マンホール継手である。
DISCLOSURE OF THE INVENTION The present invention is a manhole joint for boring a manhole side wall to connect a connecting pipe, wherein the manhole joint is joined to the hole of the manhole side wall by a filling adhesive and is larger than the pipe diameter of the connecting pipe. A short tube having a pipe diameter, and a flexible cylindrical portion having a large diameter at one end and a small diameter at the other end, one end of the flexible cylindrical portion being connected to the short pipe, and the other end of the flexible cylindrical portion being a short pipe. And a mortar which is connected to a connection pipe inserted into the inside of the flexible cylindrical portion and further includes mortar filled between the connection pipe and the short pipe.

【0008】[0008]

【作用】マンホール側壁の孔の内面とこの孔に嵌合され
る短管の外面との間に、充填系接着剤が充填され孔に短
管が接合される。したがって、マンホール側壁に孔を穿
孔する際に孔の内面に凹凸が生じた場合でも、マンホー
ル側壁の孔と短管との嵌合部分がこの充填系接着剤によ
って確実に密閉される。また、接続管に屈曲する力が加
わった場合には、この力は可撓円筒部および接続管と短
管との間に充填されたモルタルが変形または破損される
ことによって吸収され、マンホール継手の止水は保持さ
れる。
The filling system adhesive is filled between the inner surface of the hole on the side wall of the manhole and the outer surface of the short pipe fitted in the hole to bond the short pipe to the hole. Therefore, even when the inner surface of the hole has irregularities when the hole is formed in the side wall of the manhole, the fitting portion between the hole and the short pipe on the side wall of the manhole is reliably sealed by the filling adhesive. Further, when a bending force is applied to the connecting pipe, this force is absorbed by deforming or damaging the mortar filled between the flexible cylindrical portion and the connecting pipe and the short pipe, and the manhole joint Still water is retained.

【0009】また、マンホール側壁の孔と短管との接合
および短管と接続管との接続は、充填系接着剤を用いた
接着および可撓円筒部の外側に装着した外部バンドを締
め付けることによって行われる。したがって、内部バン
ドやこれを拡径して固定するような特殊な治具は必要と
されない。
Further, the connection between the hole on the side wall of the manhole and the short pipe and the connection between the short pipe and the connecting pipe are made by bonding with a filling adhesive and tightening an external band attached to the outside of the flexible cylindrical portion. Done. Therefore, the inner band and a special jig for expanding and fixing the inner band are not required.

【0010】[0010]

【発明の効果】この発明によれば、マンホール側壁の孔
と短管との嵌合部分が充填系接着剤によって確実に密閉
され、接続管に屈曲する力が加わった場合に、この力が
可撓円筒部および接続管と短管との間に充填されたモル
タルの変形または破損によって吸収されるので、マンホ
ール継手の取付部分の止水性を向上できる。
According to the present invention, the fitting portion between the hole on the side wall of the manhole and the short pipe is reliably sealed by the filling adhesive, and this force can be applied when the bending force is applied to the connecting pipe. It is absorbed by the deformation or breakage of the flexible cylinder and the mortar filled between the connecting pipe and the short pipe, so that the water blocking performance of the mounting portion of the manhole joint can be improved.

【0011】また、マンホール継手のマンホール側壁へ
の取り付けおよび接続管のマンホール継手における短管
への取り付けに、特殊な部品や治具を使用しないので、
マンホール側壁へのマンホール継手および接続管の取り
付けが容易である。この発明の上述の目的,その他の目
的,特徴および利点は、図面を参照して行う以下の実施
例の詳細な説明から一層明らかとなろう。
Since no special parts or jigs are used for attaching the manhole joint to the manhole side wall and attaching the connecting pipe to the short pipe of the manhole joint,
The manhole joint and connecting pipe can be easily attached to the side wall of the manhole. The above and other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.

【0012】[0012]

【実施例】図1および図2に示すこの実施例のマンホー
ル継手10は、マンホール側壁12に穿孔して形成した
孔14に接続管である塩ビ管16を接続するものであ
る。そして、マンホール側壁12の孔14に充填系接着
剤18を用いて接合されかつ塩ビ管16の管径より大き
い管径を有するスリーブ管20を含む。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A manhole joint 10 of this embodiment shown in FIGS. 1 and 2 is one in which a PVC pipe 16 as a connecting pipe is connected to a hole 14 formed by boring a manhole side wall 12. The sleeve pipe 20 is joined to the hole 14 of the manhole side wall 12 using a filling adhesive 18 and has a diameter larger than that of the PVC pipe 16.

【0013】スリーブ管20は、マンホール側壁12の
孔14の径よりやや小さい外径と塩ビ管16の外径より
大きい内径とマンホール側壁12の厚みよりやや長い長
さとを有する短管である。スリーブ管20の一端面20
aとマンホール側壁12の内壁面12aとが一致するよ
うに、スリーブ管20はマンホール側壁12の孔14内
に挿入して配置される。そして、マンホール側壁12の
孔14の内周面とこれに対応するスリーブ管20の外周
部分との間には、たとえばエポキシ系樹脂からなる充填
系接着剤18が充填され、スリーブ管20は、孔14内
に固定される。一方、スリーブ管20の他端面20b
は、マンホール側壁12の外壁面12bから所定長さ突
出した位置に配置される。
The sleeve pipe 20 is a short pipe having an outer diameter slightly smaller than the diameter of the hole 14 of the manhole side wall 12, an inner diameter larger than the outer diameter of the PVC pipe 16, and a length slightly longer than the thickness of the manhole side wall 12. One end surface 20 of the sleeve tube 20
The sleeve tube 20 is inserted and arranged in the hole 14 of the manhole side wall 12 so that a and the inner wall surface 12a of the manhole side wall 12 are aligned. A space between the inner peripheral surface of the hole 14 of the manhole side wall 12 and the corresponding outer peripheral portion of the sleeve tube 20 is filled with a filling adhesive 18 made of, for example, an epoxy resin, and the sleeve tube 20 has a hole. It is fixed in 14. On the other hand, the other end surface 20b of the sleeve tube 20
Is disposed at a position protruding from the outer wall surface 12b of the manhole side wall 12 by a predetermined length.

【0014】マンホール側壁12の孔14内に充填系接
着剤18を用いて固定されたスリーブ管20の他端面2
0b側の外周には、図3(a)に示すような可撓円筒部
であるゴムジョイント22の径大部22aの内周が嵌合
される。ゴムジョイント22には、一端がスリーブ管2
0の外周とほぼ等しい内径を有する径大部22aと、他
端が接続管である塩ビ管16の外径とほぼ等しい内径を
有する径小部22bとが形成される。スリーブ管20の
他端面20b側の外周に嵌合されたゴムジョイント22
の径大部22aの外周の略中央には径方向に連続する溝
24aが、一方、内周には複数条(本実施例では3条)
の突条24bが形成される。そして、スリーブ管20に
ゴムジョイント22の径大部22aを嵌合した後に、径
大部22aの外側から溝24aにステンレスからなる外
部バンド26を装着し締め付けることによって、突条2
4bがスリーブ管20の外周に押し付けられる。このよ
うにしてゴムジョイント22の径大部22aはスリーブ
管20に固定される。
The other end surface 2 of the sleeve tube 20 fixed in the hole 14 of the manhole side wall 12 with a filling adhesive 18.
The inner periphery of the large diameter portion 22a of the rubber joint 22 which is a flexible cylindrical portion as shown in FIG. 3A is fitted to the outer periphery on the 0b side. One end of the rubber joint 22 is the sleeve tube 2
A large-diameter portion 22a having an inner diameter substantially equal to the outer circumference of 0 and a small-diameter portion 22b having an inner diameter substantially equal to the outer diameter of the PVC pipe 16 which is the connecting pipe at the other end are formed. A rubber joint 22 fitted to the outer periphery of the sleeve tube 20 on the side of the other end surface 20b
A groove 24a that is continuous in the radial direction is formed substantially at the center of the outer circumference of the large-diameter portion 22a.
Ridges 24b are formed. Then, after fitting the large diameter portion 22a of the rubber joint 22 into the sleeve tube 20, the outer band 26 made of stainless steel is attached to the groove 24a from the outer side of the large diameter portion 22a and tightened, whereby the ridge 2
4b is pressed against the outer circumference of the sleeve tube 20. In this way, the large diameter portion 22a of the rubber joint 22 is fixed to the sleeve tube 20.

【0015】スリーブ管20に固定されたゴムジョイン
ト22の径大部22aから外側に向かって配置された径
小部22bからは、塩ビ管16が挿入され、その管端
は、マンホール側壁12の内壁面12aと一致するよう
に配置される。また、ゴムジョイント22の径小部22
bの外周および内周の略中央位置には径大部22aと同
様の溝28aおよび突条28bが形成される。そして、
溝28aに外側から外部バンド30を取り付け、締め付
けることによって突条28bが塩ビ管16に押し付けら
れ、塩ビ管16はゴムジョイント22の径小部22bに
可撓性を有して固定される。
The PVC pipe 16 is inserted from a large diameter portion 22a of the rubber joint 22 fixed to the sleeve pipe 20 and is arranged outward from the large diameter portion 22a, and its pipe end is located inside the manhole side wall 12. It is arranged so as to coincide with the wall surface 12a. Also, the small diameter portion 22 of the rubber joint 22.
A groove 28a and a ridge 28b similar to those of the large-diameter portion 22a are formed at substantially central positions on the outer circumference and the inner circumference of b. And
By attaching the external band 30 from the outside to the groove 28a and tightening it, the ridge 28b is pressed against the PVC pipe 16, and the PVC pipe 16 is flexibly fixed to the small diameter portion 22b of the rubber joint 22.

【0016】塩ビ管16の外周とスリーブ管20の内周
との間には、緩衝材32が所定位置まで挿入される。緩
衝材32は、発泡ポリエチレンからなる断面円形の中空
状に形成され、スリーブ管20と塩ビ管16とが位置決
めされた状態で、塩ビ管16の外周とスリーブ管20の
内周とに生じる間隔を塞ぐのに十分な外径を有する。さ
らに、塩ビ管16とスリーブ管20との間には無収縮モ
ルタル34が、マンホール側壁12の内壁面12aまで
充填される。このようにして、可撓性を有してマンホー
ル側壁12に固定された塩ビ管16は、マンホール側壁
12の主面に対してほぼ垂直方向に固定される。
A cushioning material 32 is inserted up to a predetermined position between the outer circumference of the PVC pipe 16 and the inner circumference of the sleeve pipe 20. The cushioning material 32 is made of foamed polyethylene and has a hollow cross-section. The cushioning material 32 has an interval between the outer circumference of the PVC pipe 16 and the inner circumference of the sleeve pipe 20 in a state where the sleeve pipe 20 and the PVC pipe 16 are positioned. It has an outer diameter sufficient to close it. Further, the non-shrink mortar 34 is filled between the PVC pipe 16 and the sleeve pipe 20 up to the inner wall surface 12 a of the manhole side wall 12. In this way, the PVC pipe 16 which is flexible and fixed to the manhole side wall 12 is fixed in a direction substantially perpendicular to the main surface of the manhole side wall 12.

【0017】ここで、マンホール側壁12に形成した孔
14の径はφ314mm,スリーブ管20の外径はφ30
0mm,塩ビ管16の外径はφ267mm,ゴムジョイント
22の径大部22aの外径はφ326mm程度に設定され
る。また、マンホール側壁12の厚みは75mm程度であ
る。図4を参照してマンホール継手10の施工工程を以
下に説明する。マンホール継手10を施工する際には、
まず、マンホール36のマンホール側壁12の外周の対
称位置に、下水流の流れを考慮したやや高さの異なる2
つの孔14を形成し、孔14にスリーブ管20を挿入
し、充填系接着剤18(図1)を用いて固定する。
Here, the diameter of the hole 14 formed in the side wall 12 of the manhole is φ314 mm, and the outer diameter of the sleeve tube 20 is φ30.
0 mm, the outer diameter of the PVC pipe 16 is set to φ267 mm, and the outer diameter of the large diameter portion 22a of the rubber joint 22 is set to about φ326 mm. The thickness of the manhole side wall 12 is about 75 mm. The construction process of the manhole joint 10 will be described below with reference to FIG. When constructing the manhole joint 10,
First, at a symmetrical position on the outer periphery of the manhole side wall 12 of the manhole 36, the height of the manhole 36 is slightly different in consideration of the sewage flow.
One hole 14 is formed, and the sleeve tube 20 is inserted into the hole 14 and fixed by using a filling adhesive 18 (FIG. 1).

【0018】次に、塩ビ管16の管端をゴムジョイント
22の径小部22bから挿入し、塩ビ管16の外周に被
装した状態で、この塩ビ管16の管端をスリーブ管20
内に挿入し、下水流の流れに対応する勾配に基づき位置
決めする。位置決め後に、塩ビ管16とスリーブ管14
との間にモルタル34を充填し、さらにマンホール側壁
12の外側から塩ビ管16とスリーブ管20との間に緩
衝材32を充填する。
Next, the pipe end of the PVC pipe 16 is inserted from the small diameter portion 22b of the rubber joint 22, and the pipe end of the PVC pipe 16 is covered with the sleeve pipe 20.
Insert into and position based on the slope corresponding to the sewage flow. After positioning, PVC pipe 16 and sleeve pipe 14
Between the PVC pipe 16 and the sleeve pipe 20 from the outside of the manhole side wall 12 is filled with the mortar 34.

【0019】そして、ゴムジョイント22を塩ビ管16
の外周上で移動させ、ゴムジョイント22の径大部22
aにスリーブ管20の管端を挿入し、径大部22aの外
周の溝24a(図3)に外部バンド26を装着し、締め
付けてゴムジョイント22をスリーブ20に接続する。
その後、ゴムジョイント22の径小部22bの外周の溝
28aに外部バンド30を装着し、締め付けてゴムジョ
イント22を塩ビ管16に接続する。
The rubber joint 22 is connected to the PVC pipe 16
On the outer circumference of the rubber joint 22
The tube end of the sleeve tube 20 is inserted into a, the outer band 26 is attached to the groove 24a (FIG. 3) on the outer periphery of the large diameter portion 22a, and the rubber joint 22 is connected to the sleeve 20 by tightening.
Then, the outer band 30 is attached to the groove 28a on the outer periphery of the small diameter portion 22b of the rubber joint 22 and is tightened to connect the rubber joint 22 to the PVC pipe 16.

【0020】マンホール36内の下部には、2つの孔1
4に接続された塩ビ管16の内周の下面に沿うようにモ
ルタルからなるインバート38が、下水流の流れを考慮
してやや傾斜して充填される。そして、地震等によって
塩ビ管16を屈曲させる力が加わった場合には、ゴムジ
ョイント22および塩ビ管16とスリーブ管20との間
に配置された緩衝材32の変形およびモルタル34の変
形または破損によりこの力は吸収され、マンホール継手
10の止水性は保持される。
At the bottom of the manhole 36, there are two holes 1
The invert 38 made of mortar is filled along the lower surface of the inner circumference of the PVC pipe 16 connected to the pipe 4 with a slight inclination in consideration of the flow of the sewage flow. When a force to bend the PVC pipe 16 is applied due to an earthquake or the like, the rubber joint 22 and the cushioning material 32 arranged between the PVC pipe 16 and the sleeve pipe 20 are deformed or the mortar 34 is deformed or damaged. This force is absorbed, and the water blocking property of the manhole joint 10 is maintained.

【0021】この実施例によれば、マンホール側壁12
に形成した孔14とスリーブ管20との間に充填系接着
剤18を充填して接合することによって、マンホール3
6内を流れる下水流がスリーブ管20の外周からマンホ
ール側壁12の外側へ流出するのが防止される。したが
って、孔14をマンホール側壁12に穿孔して形成する
際に、孔14の内周に凹凸が生じた場合でも、この凹凸
部分は充填系接着剤18によって満たされ、孔14とス
リーブ管20との嵌合部分は確実に密閉される。さら
に、塩ビ管16を屈曲させる力が加わった場合には、ゴ
ムジョイント22および塩ビ管16とスリーブ管20と
の間に配置された緩衝材32の変形およびモルタル34
の変形または破損によりこの力は吸収される。すなわ
ち、マンホール側壁12の孔14とマンホール継手10
との取付部分の止水性を向上できる。また、マンホール
側壁12に穿孔して孔14を形成する際に開口面の粗さ
等の加工精度が要求されないので、現場での施工も可能
である。
According to this embodiment, the manhole side wall 12
By filling and bonding the filling adhesive 18 between the hole 14 formed in the above and the sleeve tube 20, the manhole 3
The sewage flow flowing in the inside 6 is prevented from flowing out from the outer circumference of the sleeve pipe 20 to the outside of the manhole side wall 12. Therefore, when the hole 14 is formed in the side wall 12 of the manhole, even if the inner periphery of the hole 14 is uneven, the uneven portion is filled with the filling adhesive 18, and the hole 14 and the sleeve tube 20 are The fitting part of is surely sealed. Further, when a force for bending the PVC pipe 16 is applied, the deformation of the cushioning member 32 arranged between the rubber joint 22 and the PVC pipe 16 and the sleeve pipe 20 and the mortar 34 are performed.
This force is absorbed by the deformation or damage of the. That is, the hole 14 of the manhole side wall 12 and the manhole joint 10
It is possible to improve the water blocking performance of the mounting portion of. Further, when the manhole side wall 12 is bored to form the hole 14, it is not required to have processing accuracy such as roughness of the opening surface, so that it can be installed on site.

【0022】また、塩ビ管16をマンホール側壁12の
孔14に接続する際には、充填系接着剤18や外部バン
ド26および30を用いるので、従来のように内部バン
ドを拡径して固定するような特殊な治具は使用されな
い。したがって、マンホール側壁12の孔14へのマン
ホール継手10の取り付けが容易である。また、上述の
実施例では、ゴムジョイント22の径大部22aと径小
部22bとの間が、直線状のテーパ部22cで形成され
る場合を示したが(図3(a))、これに代えて、たと
えば、図3(b)に示すように径大部22aと径小部2
2bとの間が、2つの断面半円弧状の屈曲部22dを連
結したもので形成されてもよい。
Further, when the vinyl chloride pipe 16 is connected to the hole 14 of the manhole side wall 12, since the filling adhesive 18 and the outer bands 26 and 30 are used, the inner band is expanded and fixed as in the conventional case. No such special jig is used. Therefore, it is easy to attach the manhole joint 10 to the hole 14 of the manhole side wall 12. Further, in the above-described embodiment, the case where the linearly tapered portion 22c is formed between the large diameter portion 22a and the small diameter portion 22b of the rubber joint 22 has been shown (FIG. 3 (a)). Instead of, for example, as shown in FIG.
2b may be formed by connecting two bent portions 22d having a semi-circular cross section.

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

【図1】この発明の一実施例を示す図解図である。FIG. 1 is an illustrative view showing one embodiment of the present invention;

【図2】図1における平面図である。FIG. 2 is a plan view of FIG.

【図3】ゴムジョイントを示す図解図である。FIG. 3 is an illustrative view showing a rubber joint.

【図4】図1実施例の使用状態を示す図解図である。FIG. 4 is an illustrative view showing a use state of the embodiment in FIG. 1;

【図5】従来技術を示す図解図である。FIG. 5 is an illustrative view showing a conventional technique;

【図6】従来技術を示す図解図である。FIG. 6 is an illustrative view showing a conventional technique.

【符号の説明】[Explanation of symbols]

10 …マンホール継手 12 …マンホール側壁 14 …孔 16 …塩ビ管 18 …充填系接着剤 20 …スリーブ管 22 …ゴムジョイント 26,30 …外部バンド 32 …緩衝材 36 …マンホール 38 …インバート 10 ... Manhole joint 12 ... Manhole side wall 14 ... Hole 16 ... PVC pipe 18 ... Filling adhesive 20 ... Sleeve pipe 22 ... Rubber joint 26,30 ... External band 32 ... Cushioning material 36 ... Manhole 38 ... Invert

───────────────────────────────────────────────────── フロントページの続き (72)発明者 中本 敏夫 大阪府堺市石津北町64番地 株式会社クボ タビニルパイプ工場内 (72)発明者 平尾 和弘 大阪府堺市石津北町64番地 株式会社クボ タビニルパイプ工場内 (72)発明者 松下 要介 大阪府堺市石津北町64番地 株式会社クボ タビニルパイプ工場内 (72)発明者 高木 隆夫 大阪府堺市石津北町64番地 株式会社クボ タビニルパイプ工場内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Toshio Nakamoto 64, Ishizukitamachi, Sakai City, Osaka Prefecture Kubota Vinyl Pipe Factory Co., Ltd. (72) Kazuhiro Hirao, 64, Ishizukitamachi, Sakai City, Osaka Prefecture Kubota Vinyl Pipe Factory (72) Inventor Kayosuke Matsushita 64 Ishizukita-machi, Sakai City, Osaka Prefecture Kubota Vinyl Pipe Factory, Inc. (72) Takao Takagi 64, Ishizukita-machi, Sakai City, Osaka Prefecture Kubota Vinyl Pipe Factory, Ltd.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】マンホール側壁に穿孔して接続管を接続す
るマンホール継手であって、 前記マンホール側壁の孔に充填系接着剤によって接合さ
れかつ前記接続管の管径より大きい管径の短管、および
一端が径大で他端が径小の可撓円筒部を備え、 前記可撓円筒部の前記一端は前記短管に接続され、かつ
前記可撓円筒部の前記他端は、前記短管および前記可撓
円筒部の内部に挿通される前記接続管に接続され、さら
に前記接続管と前記短管との間に充填されるモルタルと
を備える、マンホール継手。
1. A manhole joint for boring a manhole side wall to connect a connecting pipe, wherein the manhole joint is joined to the hole of the manhole side wall by a filling adhesive and has a pipe diameter larger than the pipe diameter of the connecting pipe. And a flexible cylindrical portion having a large diameter at one end and a small diameter at the other end, the one end of the flexible cylindrical portion being connected to the short pipe, and the other end of the flexible cylindrical portion being the short pipe. And a mortar that is connected to the connection pipe inserted through the inside of the flexible cylindrical portion and that is further filled with mortar between the connection pipe and the short pipe.
JP8041000A 1996-02-28 1996-02-28 Manhole coupling Pending JPH09229279A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8041000A JPH09229279A (en) 1996-02-28 1996-02-28 Manhole coupling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8041000A JPH09229279A (en) 1996-02-28 1996-02-28 Manhole coupling

Publications (1)

Publication Number Publication Date
JPH09229279A true JPH09229279A (en) 1997-09-05

Family

ID=12596152

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8041000A Pending JPH09229279A (en) 1996-02-28 1996-02-28 Manhole coupling

Country Status (1)

Country Link
JP (1) JPH09229279A (en)

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