JP2001208255A - Bending prevention ring and sewer pipeline - Google Patents

Bending prevention ring and sewer pipeline

Info

Publication number
JP2001208255A
JP2001208255A JP2000015221A JP2000015221A JP2001208255A JP 2001208255 A JP2001208255 A JP 2001208255A JP 2000015221 A JP2000015221 A JP 2000015221A JP 2000015221 A JP2000015221 A JP 2000015221A JP 2001208255 A JP2001208255 A JP 2001208255A
Authority
JP
Japan
Prior art keywords
ring
spigot
bending
ribs
bending prevention
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
JP2000015221A
Other languages
Japanese (ja)
Inventor
Keiji Matsumoto
圭司 松本
Tomoaki Inai
友昭 井内
Chikanori Fukui
親徳 福井
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.)
Kubota Corp
Original Assignee
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 Kubota Corp filed Critical Kubota Corp
Priority to JP2000015221A priority Critical patent/JP2001208255A/en
Publication of JP2001208255A publication Critical patent/JP2001208255A/en
Pending legal-status Critical Current

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  • Sewage (AREA)
  • Joints With Sleeves (AREA)

Abstract

PROBLEM TO BE SOLVED: To effectively prevent the bending of a pipeline. SOLUTION: When a rubber ring 20 is installed between ribs 18 in the tip side in a spigot 24 and a bending prevention ring 22 is installed between the ribs 18 in the depth side of the rubber ring 20, the outer circumference of the rubber ring 20 is stuck out of the ribs 18 and the outer circumference of the bending prevention ring 22 is stuck out of the ribs 18 at the height equivalent to 1/2 of the difference between the outer diameter of the ribs 18 and the inside diameter of a socket 14. When the spigot 24 is inserted into the socket 14, the spigot 24 is supported in the socket 14 in two parts in the rubber ring 20 and the bending prevention ring 22.

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、屈曲防止リングおよ
び下水管路に関し、特にたとえば管路の構築時における
蛇行を防止できる、屈曲防止リングおよび下水管路に関
する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an anti-bending ring and a sewage pipe, and more particularly to an anti-bending ring and a sewage pipe which can prevent, for example, meandering during construction of the pipe.

【0002】[0002]

【従来の技術】一般に、下水管路においては、管路内に
汚水が滞留するのを防止する等のために、管路を所定勾
配で傾斜させて真っ直ぐに配管することが望ましいとさ
れている。
2. Description of the Related Art In general, in a sewage pipe, it is desirable to pipe the pipe straight at a predetermined gradient in order to prevent sewage from staying in the pipe. .

【0003】[0003]

【発明が解決しようとする課題】しかしながら、図7に
示すように、ゴム輪接合継手1を用いた場合には、その
接合部において管路2の動きがある程度許容されるた
め、熟練施工技術者の技能をもってしても、管路2を真
っ直ぐに配管するのが困難であり、各接合部において管
路2が角度αだけ屈曲して蛇行するおそれがあった。そ
して、管路2の蛇行により流下方向へ高くなる勾配(逆
勾配)が生じた場合には、その部分において、汚水の滞
留を生じるおそれがあった。
However, as shown in FIG. 7, when the rubber ring joint 1 is used, since the movement of the pipeline 2 is allowed to some extent at the joint, a skilled construction engineer is required. Even with the above skill, it is difficult to lay the pipe 2 straight, and there is a possibility that the pipe 2 may bend at an angle α and meander at each joint. Then, when a gradient (reverse gradient) that rises in the downflow direction due to the meandering of the pipe line 2 occurs, there is a possibility that sewage may accumulate in that portion.

【0004】この問題を緩和する一手段として、管の有
効長を長くしてゴム輪接合部間の距離を長くすることが
考えられるが、管路の途中に分岐継手を設ける場合のよ
うに、構造上ゴム輪接合部間の距離を長くすることがで
きない場合もあるため、有効な手段とは言えなかった。
One way to alleviate this problem is to increase the effective length of the pipe to increase the distance between the rubber ring joints. However, as in the case of providing a branch joint in the middle of the pipe, In some cases, it is not possible to increase the distance between the rubber ring joints due to the structure.

【0005】それゆえに、この発明の主たる目的は、管
路の蛇行をより効果的に防止できる、屈曲防止リングお
よび下水管路を提供することである。
[0005] It is, therefore, a primary object of the present invention to provide an anti-bending ring and a sewer line that can more effectively prevent meandering of the line.

【0006】[0006]

【課題を解決するための手段】第1の発明は、受口に差
し込まれる差口の外面に形成されたリブ間に装着され
る、屈曲防止リングであって、リブの外径と受口の内径
との差に応じた高さでリブからはみ出す高さを有し、受
口の内面と差口の外面との間で圧縮されるゴム輪よりも
硬い材料で形成される、屈曲防止リングである。
According to a first aspect of the present invention, there is provided an anti-bending ring mounted between ribs formed on an outer surface of a spigot inserted into a socket, wherein the outer diameter of the rib and the diameter of the socket are determined. An anti-bending ring that has a height that protrudes from the ribs at a height corresponding to the difference between the inner diameter and is formed of a material that is harder than the rubber ring that is compressed between the inner surface of the socket and the outer surface of the spigot is there.

【0007】第2の発明は、受口、受口に差し込まれる
かつ外面に複数の周方向リブを有する差口、差口の先端
側のリブ間に装着されるゴム輪、および差口のゴム輪よ
りも奥側のリブ間に装着される屈曲防止リングを備え、
ゴム輪および屈曲防止リングが所定位置に装着された後
に差口が受口に差し込まれる、下水管路である。
According to a second aspect of the present invention, there is provided a spigot, a spigot inserted into the spigot and having a plurality of circumferential ribs on the outer surface, a rubber ring mounted between the ribs on the distal end side of the spigot, and rubber of the spigot Equipped with a bending prevention ring attached between the ribs on the back side of the ring,
This is a sewer pipe in which the spigot is inserted into the receptacle after the rubber ring and the bending prevention ring are attached to the predetermined positions.

【0008】[0008]

【作用】差口における先端側のリブ間にゴム輪を装着
し、ゴム輪よりも奥側のリブ間に屈曲防止リングを装着
すると、ゴム輪の外周部がリブからはみ出すとともに、
屈曲防止リングの外周部がリブの外径と受口の内径との
差に応じた高さでリブからはみ出す。したがって、差口
を受口に差し込むと、差口の外面と受口の内面との間で
ゴム輪が圧縮されるとともに、ゴム輪よりも硬い屈曲防
止リングの外周部が受口の内周面に接する。つまり、受
口内において差口がゴム輪および屈曲防止リングの2箇
所で支持され、屈曲防止リングによって差口の外面と受
口の内面との隙間が埋められる。
[Function] When a rubber ring is attached between the ribs on the front end side of the spigot and a bending prevention ring is attached between the ribs on the back side of the rubber ring, the outer peripheral portion of the rubber ring protrudes from the rib,
The outer peripheral portion of the bending prevention ring protrudes from the rib at a height corresponding to the difference between the outer diameter of the rib and the inner diameter of the receiving port. Therefore, when the spigot is inserted into the socket, the rubber ring is compressed between the outer surface of the spigot and the inner surface of the socket, and the outer peripheral portion of the anti-bending ring, which is harder than the rubber ring, is formed on the inner peripheral surface of the socket. Touch That is, the spigot is supported at the rubber ring and the anti-bending ring in the receiving port, and the anti-bending ring fills the gap between the outer surface of the spigot and the inner surface of the receiving port.

【0009】[0009]

【発明の効果】この発明によれば、受口内における差口
の径方向への変位を屈曲防止リングにより抑制できるの
で、ゴム輪を支点とした管路の屈曲を防止できる。した
がって、ゴム輪接合部間の距離が短い場合でも管路の蛇
行を効果的に防止できる。
According to the present invention, the displacement of the spigot in the receiving port in the radial direction can be suppressed by the anti-bending ring, so that the bending of the pipeline around the rubber ring can be prevented. Therefore, even when the distance between the rubber ring joints is short, meandering of the pipeline can be effectively prevented.

【0010】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。
The above objects, 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.

【0011】[0011]

【実施例】図1に示すこの実施例の下水管路10は、地
中において所定の流下勾配を確保しながら真っ直ぐに配
管されるものであり、複数のリブ付管12を互いに接合
することにより構築される。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A sewage pipe 10 of this embodiment shown in FIG. 1 is a pipe that is straightly laid while maintaining a predetermined downflow gradient in the ground. Be built.

【0012】リブ付管12は、一端に受口14を有する
管状の本体16を含み、本体16の外面には、複数の周
方向リブ18が管軸方向の全長にわたって互いに間隔を
隔てて形成される。そして、本体16の他端側のリブ1
8間には、ゴム輪20が装着され、ゴム輪20より奥側
のリブ18間には、屈曲防止リング22が装着される。
これによって、本体16の他端が他のリブ付管12の受
口14に差し込まれる差口24とされる。
The ribbed tube 12 includes a tubular body 16 having a receiving port 14 at one end, and a plurality of circumferential ribs 18 are formed on the outer surface of the body 16 at intervals from each other over the entire length in the axial direction of the tube. You. The rib 1 on the other end of the main body 16
A rubber ring 20 is mounted between the ribs 8, and a bending prevention ring 22 is mounted between the ribs 18 on the back side of the rubber ring 20.
As a result, the other end of the main body 16 becomes a spigot 24 to be inserted into the socket 14 of the other ribbed tube 12.

【0013】ゴム輪20は、差口24の外面と受口14
の内面との間で圧縮されて、これら両面間の隙間をシー
ルするものである。したがって、ゴム輪20の断面にお
ける高さH1は、図3に示すように、受口14の内径D
1と差口24の外径D2との差(D1−D2)の1/2
よりも高く設定される(H1>(D1−D2)/2)。
なお、この高さH1は、ゴム輪20の断面形状等に応じ
て最適な圧縮率を確保できるように、ゴム輪20の種類
ごとに個別に設定されることが望ましい。
The rubber ring 20 is provided between the outer surface of the spigot 24 and the socket 14.
Is compressed between the inner surfaces of the first and second surfaces to seal the gap between the two surfaces. Therefore, the height H1 in the cross section of the rubber ring 20 is, as shown in FIG.
の of the difference (D1−D2) between 1 and the outer diameter D2 of the spigot 24
(H1> (D1-D2) / 2).
It is desirable that the height H1 be set individually for each type of the rubber ring 20 so that an optimum compression ratio can be secured according to the cross-sectional shape of the rubber ring 20 and the like.

【0014】屈曲防止リング22は、差口24の外面と
受口14の内面との隙間を埋めることによって管路10
の屈曲を防止するものであり、図2に示すように、周方
向の一部が欠損されたリングすなわちCリングにより構
成される。
The anti-bending ring 22 fills the gap between the outer surface of the spigot 24 and the inner surface of the receptacle 14 so that
As shown in FIG. 2, the ring is formed by a ring having a part missing in the circumferential direction, that is, a C-ring.

【0015】屈曲防止リング22の形成材料としては、
ゴム輪20よりも硬い材料、たとえば合成樹脂(塩化ビ
ニル,ポリアセタール,ポリプロピレン等)または金属
(ステンレス,青銅等)等が用いられる。ゴム輪20よ
りも柔らかい材料を用いたのでは、屈曲防止リング22
が不所望に変形されるため、受口14内における差口2
4の動き(屈曲)を抑制できないからである。
The material for forming the bending prevention ring 22 is as follows.
A material harder than the rubber ring 20, for example, a synthetic resin (vinyl chloride, polyacetal, polypropylene, etc.) or a metal (stainless steel, bronze, etc.) is used. If a material softer than the rubber ring 20 is used, the bending prevention ring 22
Is deformed undesirably, so that the spout 2 in the receptacle 14
This is because the movement (bending) of No. 4 cannot be suppressed.

【0016】また、屈曲防止リング22の寸法は、差口
24の寸法等に応じてその動き(屈曲)を抑制し得るよ
うに設定される。たとえば、リブ18間において差口2
4の外面が平坦であれば、屈曲防止リング22の断面に
おける高さH2は、図3に示すように、受口14の内径
D1と差口24の外径D2との差(D1−D2)の1/
2とほぼ同じ高さに設定される(H2≒(D1−D2)
/2)。一方、差口24の外面に突起等が形成されてい
る場合には、その高さを差し引いて屈曲防止リング22
の高さH2が設定される。いずれの場合でも、屈曲防止
リング22の高さH2は、屈曲防止リング22の外周部
が受口14の内径D1とリブ18の外径D3との差(D
1−D3)の1/2に相当する高さでリブ18からはみ
出すように設定される。高さH2がこれよりも高けれ
ば、屈曲防止リング22を受口14内に挿入することが
できないし、これよりも低ければ、屈曲防止リング22
の外面と受口14の内面との間に隙間が生じて差口24
の動きを抑制できないからである。
The size of the bending prevention ring 22 is set in accordance with the size of the spigot 24 and the like so that the movement (bending) thereof can be suppressed. For example, the spigot 2 between the ribs 18
4, the height H2 in the cross section of the bending prevention ring 22 is the difference (D1-D2) between the inner diameter D1 of the socket 14 and the outer diameter D2 of the outlet 24, as shown in FIG. 1 /
(H2 ≒ (D1-D2))
/ 2). On the other hand, when a projection or the like is formed on the outer surface of the spigot 24, the height thereof is subtracted to remove the bending prevention ring 22.
Height H2 is set. In any case, the height H2 of the bending prevention ring 22 is determined by the difference between the outer diameter D1 of the receiving port 14 and the outer diameter D3 of the rib 18 (D
It is set so as to protrude from the rib 18 at a height corresponding to 1/2 of 1-D3). If the height H2 is higher than this, the bending prevention ring 22 cannot be inserted into the socket 14, and if it is lower than this, the bending prevention ring 22 cannot be inserted.
There is a gap between the outer surface of
This is because the movement of the person cannot be suppressed.

【0017】下水管路10を構築する際には、まず、図
3に示すように、差口24の先端側のリブ18間にゴム
輪20を管軸方向から装着するとともに、ゴム輪20よ
りも奥側のリブ18間に屈曲防止リング22を装着す
る。屈曲防止リング22を装着する際には、屈曲防止リ
ング(Cリング)22の周方向両端部を拡径方向に弾性
変形させて、管径方向または管軸方向から差口24の外
面に嵌合する。そして、この差口24を受口14内に挿
入する。すると、図1(B)に示すように、差口24の
外面と受口14の内面とによってゴム輪20が圧縮さ
れ、屈曲防止リング22の外周面が受口14の内面に接
触される。つまり、受口14内において差口24がゴム
輪20および屈曲防止リング22の2箇所で支持され
る。
When the sewage pipe 10 is constructed, first, as shown in FIG. 3, a rubber ring 20 is mounted between the ribs 18 on the distal end side of the spigot 24 from the pipe axis direction. A bending prevention ring 22 is mounted between the ribs 18 on the rear side. When the bending prevention ring 22 is mounted, both ends in the circumferential direction of the bending prevention ring (C ring) 22 are elastically deformed in the radially enlarged direction, and fitted to the outer surface of the spigot 24 from the pipe radial direction or the pipe axial direction. I do. Then, the spigot 24 is inserted into the socket 14. Then, as shown in FIG. 1B, the rubber ring 20 is compressed by the outer surface of the spigot 24 and the inner surface of the receiving port 14, and the outer peripheral surface of the bending prevention ring 22 contacts the inner surface of the receiving port 14. That is, the spigot 24 is supported at two places in the receiving port 14, the rubber ring 20 and the bending prevention ring 22.

【0018】したがって、この実施例によれば、受口1
4内における差口24の径方向への変位を屈曲防止リン
グ22により抑制でき、ゴム輪20を支点とした管路の
屈曲(蛇行)を防止できる。また、ゴム輪20よりも受
口14の開口側に屈曲防止リング22を配置しているの
で、砂等が受口14の奥へ入り込むのを屈曲防止リング
22により阻止できる。
Therefore, according to this embodiment, the socket 1
The displacement of the spigot 24 in the radial direction in 4 can be suppressed by the bending prevention ring 22, and the bending (meandering) of the pipeline with the rubber ring 20 as a fulcrum can be prevented. Further, since the bending prevention ring 22 is arranged on the opening side of the receiving port 14 with respect to the rubber ring 20, it is possible to prevent sand and the like from entering the inside of the receiving port 14 by the bending preventing ring 22.

【0019】なお、上述の実施例では、屈曲防止リング
22の高さを全周にわたって一定に設定しているが、た
とえば図4に示すように、屈曲防止リング22の内周部
(図4(A))または外周部(図4(B))に少なくと
も1つ(図4では3つ)の肉盗み部26を形成し、屈曲
防止リング22の厚さを部分的に薄くしてもよい。この
場合には、屈曲防止リング22をより簡単に変形させる
ことができるので、装着時の作業性を向上できる。な
お、肉盗み部26の数や長さは適宜変更されてもよい。
In the above-described embodiment, the height of the bending prevention ring 22 is set to be constant over the entire circumference. However, as shown in FIG. 4, for example, as shown in FIG. A)) or at least one (three in FIG. 4) meat-removing portions 26 may be formed on the outer peripheral portion (FIG. 4B), and the thickness of the bending prevention ring 22 may be partially reduced. In this case, since the bending prevention ring 22 can be more easily deformed, workability at the time of mounting can be improved. In addition, the number and length of the meat stealing part 26 may be appropriately changed.

【0020】また、屈曲防止リング22に代えて、図5
(A),(B)または(C)に示すような屈曲防止リン
グ28,30または32を用いてもよい。
In place of the bending prevention ring 22, FIG.
An anti-bending ring 28, 30 or 32 as shown in (A), (B) or (C) may be used.

【0021】屈曲防止リング28(図5(A))は、2
つ割りリングの一方片に突起28aを形成し、他方片に
孔28bを形成し、突起28aと孔28bとを嵌合して
両片を接合するものである。屈曲防止リング30(図5
(B))は、2つ割りリングの一方片に第1係止部30
aを形成し、他方片に第2係止部30bを形成し、第1
係止部30aと第2係止部30bとを係合することによ
って両片を接合するものである。そして、屈曲防止リン
グ32(図5(C))は、複数の分割片32aを針金,
ゴムまたは紐等のような線材32bで結合し、各分割片
32aを差口24の外面に装着した後に、線材32bの
両端を結ぶようにしたものである。ただし、線材32b
としてゴムを用いる場合には、これを予め環状に形成し
てもよい。これらの屈曲防止リング28〜32によって
も、先の屈曲防止リング22と同様に、管路10の屈曲
を効果的に防止できる。
The bending prevention ring 28 (FIG. 5A)
A projection 28a is formed on one side of the split ring, a hole 28b is formed on the other side, and the projection 28a and the hole 28b are fitted to join the two pieces together. Bending prevention ring 30 (FIG. 5)
(B)) shows the first locking portion 30 on one side of the split ring.
a, the second locking portion 30b is formed on the other side, and the first locking portion 30b is formed.
The two pieces are joined by engaging the locking portion 30a and the second locking portion 30b. Then, the bending prevention ring 32 (FIG. 5C) connects the plurality of divided pieces 32a with a wire,
The two ends of the wire 32b are connected after connecting each divided piece 32a to the outer surface of the spigot 24 by connecting them with a wire 32b such as rubber or a string. However, the wire 32b
When a rubber is used, it may be formed in a ring shape in advance. These bending prevention rings 28 to 32 can also effectively prevent bending of the conduit 10 similarly to the above-described bending prevention ring 22.

【0022】さらに、上述の実施例では、この発明を複
数のリブ付管12によって構築される下水管路10に適
用した場合を示したが、この発明は、図6に示すような
分岐継手34を有する下水管路36や、その他、ゴム輪
接合部を有する任意の下水管路に対して適用可能であ
る。
Further, in the above-described embodiment, the case where the present invention is applied to the sewage pipe 10 constructed by a plurality of ribbed pipes 12 has been described. The present invention can be applied to a sewage pipe 36 having a sewage pipe or any other sewage pipe having a rubber ring joint.

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

【図1】この発明の一実施例の下水管路を示す図解図で
ある。
FIG. 1 is an illustrative view showing a sewage pipe according to an embodiment of the present invention;

【図2】図1実施例で用いられる屈曲防止リングを示す
図解図である。
FIG. 2 is an illustrative view showing a bending prevention ring used in the embodiment of FIG. 1;

【図3】図1実施例の各構成部材の寸法関係を示す図解
図である。
FIG. 3 is an illustrative view showing a dimensional relationship of each component of the embodiment in FIG. 1;

【図4】屈曲防止リングの変形例を示す図解図である。FIG. 4 is an illustrative view showing a modified example of the bending prevention ring;

【図5】屈曲防止リングの変形例を示す図解図である。FIG. 5 is an illustrative view showing a modified example of the bending prevention ring;

【図6】下水管路の変形例を示す図解図である。FIG. 6 is an illustrative view showing a modified example of the sewage pipe;

【図7】従来技術を示す図解図である。FIG. 7 is an illustrative view showing a conventional technique;

【符号の説明】 10 …下水管路 12 …リブ付管 14 …受口 18 …リブ 20 …ゴム輪 22 …屈曲防止リング 24 …差口[Description of Signs] 10 ... sewer pipe line 12 ... ribbed pipe 14 ... receiving port 18 ... rib 20 ... rubber ring 22 ... bending prevention ring 24 ... spout

───────────────────────────────────────────────────── フロントページの続き (72)発明者 福井 親徳 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 Fターム(参考) 2D063 BA24 BA26 3H015 BA01 BB04 BC02 BC08  ────────────────────────────────────────────────── ─── Continued on the front page (72) Inventor Chitoku Fukui 64 Ishizukita-cho, Sakai-shi, Osaka F-term in Kubota Vinyl Pipe Factory (reference) 2D063 BA24 BA26 3H015 BA01 BB04 BC02 BC08

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】受口に差し込まれる差口の外面に形成され
たリブ間に装着される、屈曲防止リングであって、 前記リブの外径と前記受口の内径との差に応じた高さで
前記リブからはみ出す高さを有し、前記受口の内面と前
記差口の外面との間で圧縮されるゴム輪よりも硬い材料
で形成される、屈曲防止リング。
An anti-bending ring mounted between ribs formed on an outer surface of a spigot inserted into a socket, wherein a height corresponding to a difference between an outer diameter of the rib and an inner diameter of the socket. An anti-bending ring having a height protruding from the rib and made of a material harder than a rubber ring compressed between an inner surface of the socket and an outer surface of the spout.
【請求項2】 受口、前記受口に差し込まれるかつ外面に複数の周方向
リブを有する差口、 前記差口の先端側のリブ間に装着されるゴム輪、および
前記差口の前記ゴム輪よりも奥側のリブ間に装着される
屈曲防止リングを備え、 前記ゴム輪および前記屈曲防止リングが所定位置に装着
された後に前記差口が前記受口に差し込まれる、下水管
路。
2. A spigot, a spigot inserted into the spigot and having a plurality of circumferential ribs on an outer surface, a rubber ring mounted between ribs on a distal end side of the spigot, and the rubber of the spigot A sewer pipe comprising: a bend prevention ring mounted between ribs on the back side of a ring, wherein the spigot is inserted into the receptacle after the rubber ring and the bend prevention ring are mounted at predetermined positions.
【請求項3】割りリングまたはCリングにより構成され
る、請求項1記載の屈曲防止リング。
3. The bending prevention ring according to claim 1, wherein the ring is formed by a split ring or a C ring.
JP2000015221A 2000-01-25 2000-01-25 Bending prevention ring and sewer pipeline Pending JP2001208255A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000015221A JP2001208255A (en) 2000-01-25 2000-01-25 Bending prevention ring and sewer pipeline

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000015221A JP2001208255A (en) 2000-01-25 2000-01-25 Bending prevention ring and sewer pipeline

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2008201618A Division JP4979652B2 (en) 2008-08-05 2008-08-05 Method of connecting rubber ring joints of ribbed pipes, ribbed pipes and sewer pipes

Publications (1)

Publication Number Publication Date
JP2001208255A true JP2001208255A (en) 2001-08-03

Family

ID=18542554

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2000015221A Pending JP2001208255A (en) 2000-01-25 2000-01-25 Bending prevention ring and sewer pipeline

Country Status (1)

Country Link
JP (1) JP2001208255A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010230145A (en) * 2009-03-30 2010-10-14 Mitsubishi Plastics Inc Connecting method of pipe with rib, conduit, and bending prevention ring using the same
JP2013238293A (en) * 2012-05-16 2013-11-28 Mitsubishi Electric Corp Joint for piping

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010230145A (en) * 2009-03-30 2010-10-14 Mitsubishi Plastics Inc Connecting method of pipe with rib, conduit, and bending prevention ring using the same
JP2013238293A (en) * 2012-05-16 2013-11-28 Mitsubishi Electric Corp Joint for piping

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