JPH1161864A - Joint structure for manhole and connecting pipe - Google Patents

Joint structure for manhole and connecting pipe

Info

Publication number
JPH1161864A
JPH1161864A JP9237736A JP23773697A JPH1161864A JP H1161864 A JPH1161864 A JP H1161864A JP 9237736 A JP9237736 A JP 9237736A JP 23773697 A JP23773697 A JP 23773697A JP H1161864 A JPH1161864 A JP H1161864A
Authority
JP
Japan
Prior art keywords
pipe
manhole
connecting pipe
joint
diameter
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP9237736A
Other languages
Japanese (ja)
Other versions
JP3842398B2 (en
Inventor
Takefumi Ishii
猛文 石井
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.)
Cosmo Koki Co Ltd
Original Assignee
Cosmo Koki 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 Cosmo Koki Co Ltd filed Critical Cosmo Koki Co Ltd
Priority to JP23773697A priority Critical patent/JP3842398B2/en
Publication of JPH1161864A publication Critical patent/JPH1161864A/en
Application granted granted Critical
Publication of JP3842398B2 publication Critical patent/JP3842398B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To prevent the damage of a connecting pipe by watertightly fixing a joint pipe having the diameter larger than the outer diameter of the connecting pipe to the outer peripheral wall of a manhole, and freely inserting the base end section of the connecting pipe into the joint tube with a seal member inserted into a gap. SOLUTION: A guide tube section 3b provided at the base end section of the small-diameter section 3a of a joint tube 3 is freely inserted into a fitting hole 2 to a position nearly matching with the inner peripheral face of a manhole 1. An O-ring 4 is inserted and sealed into a gap formed between them. A fitting plate 5 is provided on the outer peripheral face of the small-diameter section 3a, and a bolt 7 is screwed into an anchor 6 buried on the outer peripheral wall to fix the fitting plate 5 to the manhole 1. The base end section of a connecting pipe 8 is freely inserted into a large-diameter section 3c. Sealing material 10 is inserted into a circular groove 9 to keep watertightness. When a bending load is applied to the connecting pipe 8, it is warped by the gap in the large-diameter section 3c. A bending space can be formed in the joint pipe 3, and the flexibility of the connecting pipe 8 can be increased.

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、マンホールの側壁
に接続管を接続する際の継手構造に係り、特に、接続管
に損傷を与えることなく、継手部において大きな可撓性
を有するようにした継手構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint structure for connecting a connecting pipe to a side wall of a manhole, and more particularly to a connecting section having great flexibility without damaging the connecting pipe. It relates to a joint structure.

【0002】[0002]

【従来の技術】従来のこの種の継手構造としては、例え
ば特開平8−41920号公報に開示されているものが
ある。
2. Description of the Related Art A conventional joint structure of this type is disclosed in, for example, Japanese Patent Application Laid-Open No. Hei 8-41920.

【0003】このものは、図4に示すように、取付管
(接続管)aの外径より十分大きな内径を有する剛性ソ
ケットbを、マンホールcの側壁の取付孔dの周りに固
定するとともに、上記ソケットbに、先端部の内径が取
付管aの外径にほぼ等しい先細形柔軟筒体eの基部を固
定し、さらに、上記マンホールcの取付孔d、剛性ソケ
ットb及び柔軟筒体e内に、取付管aを挿入することに
より、これを柔軟筒体eの先端部において支持するよう
に構成されている。
As shown in FIG. 4, a rigid socket b having an inner diameter sufficiently larger than an outer diameter of a mounting pipe (connection pipe) a is fixed around a mounting hole d in a side wall of a manhole c, as shown in FIG. A base portion of a tapered flexible cylindrical body e having an inner diameter of a tip portion substantially equal to an outer diameter of the mounting tube a is fixed to the socket b, and a mounting hole d of the manhole c, a rigid socket b, and a flexible cylindrical body e. Then, by inserting the mounting pipe a, the mounting pipe a is configured to be supported at the distal end portion of the flexible cylindrical body e.

【0004】[0004]

【発明が解決しようとする課題】上述した従来の継手構
造では、取付管aの基端が、マンホールcの取付孔dを
挿通して内周面とほぼ整合する位置まで挿入されている
ため、取付管aに地震等により大きな曲げ荷重が作用し
て撓むと、取付孔dの内周面に取付管aの基端外周縁が
当接したり、マンホールc内に挿入されるインバート
(導水路)fの外周面に接触したりする。
In the above-mentioned conventional joint structure, the base end of the mounting pipe a is inserted into the mounting hole d of the manhole c so as to be substantially aligned with the inner peripheral surface. When a large bending load acts on the mounting pipe a due to an earthquake or the like, the base pipe outer peripheral edge of the mounting pipe a comes into contact with the inner peripheral surface of the mounting hole d, or an invert (headrace) inserted into the manhole c. f.

【0005】このようになると、取付管aの基端部に損
傷を与えるだけでなく、十分な可撓性も得られなくな
る。
[0005] In this case, not only is the base end of the mounting pipe a damaged, but also sufficient flexibility cannot be obtained.

【0006】この問題を解決するためには、取付孔dの
内径を大きくして、取付管aの外周面との間に大きな隙
間gを設けることも考えられる。しかし、このようにす
ると、マンホールcの強度に影響を及ぼしたり、流体に
含まれる夾雑物が隙間gに堆積する量が増加し、これが
可撓性を阻害することも予想される。
In order to solve this problem, it is conceivable to increase the inner diameter of the mounting hole d to provide a large gap g between the mounting hole a and the outer peripheral surface. However, this is expected to affect the strength of the manhole c and increase the amount of impurities contained in the fluid that accumulate in the gap g, which impairs flexibility.

【0007】また、上記従来の継手構造においては、取
付孔d及び剛性ソケットbと取付管aとの隙間gに、モ
ルタル等を充填する場合があり、このようにした際に
は、取付管aがマンホールcに固定されてしまうので、
その耐震性や可撓性は殆どなくなる。
In the conventional joint structure described above, the mounting hole d and the gap g between the rigid socket b and the mounting pipe a may be filled with mortar or the like. Is fixed in the manhole c,
Its seismic resistance and flexibility are almost lost.

【0008】本発明は、上記問題点を解決するためにな
されたもので、可撓性が大きく、かつマンホール等と接
触して接続管が損傷するのを防止しうるようにしたマン
ホールと接続管との継手構造を提供することを目的とし
ている。
SUMMARY OF THE INVENTION The present invention has been made to solve the above-mentioned problems, and has a high flexibility and a manhole and a connecting pipe which can prevent the connecting pipe from being damaged by contacting the manhole or the like. The purpose of the present invention is to provide a joint structure.

【0009】[0009]

【課題を解決するための手段】上記目的を達成するため
に、本発明の継手構造は、マンホール内の流体を流通さ
せる接続管を、マンホールの側壁に穿設された取付孔と
連通可能に接続する際の継手構造であって、前記取付孔
の周囲のマンホールの外周壁に、前記接続管の外径より
も大径をなす所要長さの継手管を、水密性を保持して固
着するとともに、この継手管内に、前記接続管の基端部
を、互いの隙間にシール部材を挟入して所定の長さに亘
り遊挿したことを特徴としている。
In order to achieve the above object, a joint structure according to the present invention connects a connection pipe through which a fluid in a manhole flows to an attachment hole formed in a side wall of the manhole. And a joint pipe having a required length larger than the outer diameter of the connection pipe is fixed to the outer peripheral wall of the manhole around the mounting hole while maintaining watertightness. In this joint pipe, the base end of the connecting pipe is loosely inserted over a predetermined length with a seal member inserted between the gaps.

【0010】上記継手管の基端部に、マンホールの取付
孔内に挿入可能な案内筒部を設けるのが好ましい。
[0010] It is preferable that a guide tube portion that can be inserted into a mounting hole of a manhole be provided at a base end of the joint pipe.

【0011】上記接続管の外周面と継手管の内周面との
間に形成された隙間の少くとも管底部付近の開口端部
を、伸縮又は可撓性を有する閉塞部材により塞ぐことが
好ましい。
It is preferable that at least the opening end near the bottom of the pipe, which is formed between the outer peripheral surface of the connecting pipe and the inner peripheral surface of the joint pipe, is closed by a telescopic or flexible closing member. .

【0012】本発明によると、マンホールの外周壁に、
接続管の外径よりも大径の継手管を固着し、この継手管
内に接続管を遊挿してあるので、継手管の管径を適宜に
設計することにより、継手管内に大きな曲げ空間を形成
することが可能となり、接続管の可撓性を大とすること
ができる。
According to the present invention, on the outer peripheral wall of the manhole,
A joint pipe with a diameter larger than the outer diameter of the connecting pipe is fixed, and the connecting pipe is loosely inserted into this fitting pipe. By appropriately designing the pipe diameter of the fitting pipe, a large bending space is formed in the fitting pipe. And the flexibility of the connection pipe can be increased.

【0013】また、従来のように、マンホール内に接続
管を挿入していないので、マンホール等と接触して接続
管に損傷を与えることもない。
Further, since the connecting pipe is not inserted into the manhole unlike the related art, the connecting pipe is not damaged by contacting the manhole or the like.

【0014】[0014]

【発明の実施の形態】以下、本発明の実施例を図面に基
づいて説明する。
Embodiments of the present invention will be described below with reference to the drawings.

【0015】図1は、本発明の第1実施例の平面図を示
すもので、マンホール1における底部寄りの側壁には、
取付孔2が貫設されている。
FIG. 1 is a plan view of a first embodiment of the present invention.
A mounting hole 2 is provided.

【0016】取付孔2内には、鉄製の継手管3における
小径部3aの基端部に連設された案内筒部3bが、マン
ホール1の内周面とほぼ整合する位置まで遊挿され、取
付孔2の内面と案内筒部3bの外周面との間に形成され
る隙間は、Oリング4を挿入することにより密閉されて
いる。
In the mounting hole 2, a guide tube portion 3b connected to the base end of the small-diameter portion 3a of the iron-made joint pipe 3 is loosely inserted to a position substantially aligned with the inner peripheral surface of the manhole 1. The gap formed between the inner surface of the mounting hole 2 and the outer peripheral surface of the guide cylinder 3b is sealed by inserting an O-ring 4.

【0017】小径部3aの外周面には、円形かつ曲面状
の取付板5が連設され、この取付板5は、マンホール1
の外周壁に埋設した複数の雌ねじアンカー6に、ボルト
7を螺挿することにより、マンホール1に固定されてい
る。なお、小径部3aの内径は、後記する接続管8の外
径よりも若干小径とし、接続管8が小径部3a内に挿入
されないようにしてある。
A circular and curved mounting plate 5 is continuously provided on the outer peripheral surface of the small diameter portion 3a.
Are fixed to the manhole 1 by inserting bolts 7 into a plurality of female screw anchors 6 embedded in the outer peripheral wall of the manhole 1. Note that the inside diameter of the small diameter portion 3a is slightly smaller than the outside diameter of the connection tube 8 described later so that the connection tube 8 is not inserted into the small diameter portion 3a.

【0018】継手管3における大径部3c内には、コン
クリート製の管体の内外周面を繊維強化プラスチック
(FRP)により覆ってなる接続管8の基端部が、大径
部3cのほぼ半分の長さに亘って遊挿されている。大径
部3cの管径は、接続管8の外径よりも十分に大きくし
てあり、また大径部3cの開口端には、内周縁が接続管
8の外周面に近接する内向環状片3bが連設されてい
る。
In the large-diameter portion 3c of the joint pipe 3, the base end of the connection pipe 8 formed by covering the inner and outer peripheral surfaces of the concrete pipe with fiber reinforced plastic (FRP) is substantially the same as the large-diameter portion 3c. It is loosely inserted over half the length. The pipe diameter of the large diameter portion 3c is sufficiently larger than the outer diameter of the connection pipe 8, and an inward annular piece whose inner peripheral edge is close to the outer peripheral surface of the connection pipe 8 is provided at the open end of the large diameter portion 3c. 3b are provided continuously.

【0019】大径部3cの開口端部の内周面に形成され
た環状溝9内には、ゴム製のシールリング10が嵌合さ
れ、その内周面が接続管8の外周面に圧接することによ
り、水密性が保持されている。
A rubber seal ring 10 is fitted into an annular groove 9 formed on the inner peripheral surface of the open end of the large diameter portion 3 c, and the inner peripheral surface thereof is pressed against the outer peripheral surface of the connection pipe 8. By doing so, watertightness is maintained.

【0020】上記第1実施例において、地震等により接
続管8に曲げ荷重が作用すると、接続管8は、大径部3
c内においてそれらの隙間分だけ撓むことができる。こ
の際の撓み量は、従来のように接続管8がマンホール1
の取付孔2内に挿入されていないため、取付孔2の孔径
と無関係に大とすることができる。
In the first embodiment, when a bending load acts on the connecting pipe 8 due to an earthquake or the like, the connecting pipe 8
In c, it is possible to bend by those gaps. The amount of bending at this time is as follows:
Is not inserted into the mounting hole 2, the size can be increased irrespective of the diameter of the mounting hole 2.

【0021】すなわち、接続管8の外径に応じて、大径
部3cの径を自由に設計変更することができるため、大
径部3c内に大きな曲げ空間を形成することもできる。
従って、従来のもののように、接続管8の基端部が、マ
ンホール1の取付孔2やマンホール1内に挿入されるイ
ンバート11に当接して損傷する恐れはなくなる。
That is, since the design of the diameter of the large-diameter portion 3c can be freely changed according to the outer diameter of the connecting pipe 8, a large bending space can be formed in the large-diameter portion 3c.
Therefore, unlike the conventional one, there is no danger that the base end of the connection pipe 8 will be damaged by contacting the mounting hole 2 of the manhole 1 or the invert 11 inserted into the manhole 1.

【0022】また、マンホール1の取付孔2の大きさ
は、所要の流量が確保される最小限の孔径でよく、マン
ホール1の強度に影響を及ぼすこともない。
Further, the size of the mounting hole 2 of the manhole 1 may be a minimum hole diameter for securing a required flow rate, and does not affect the strength of the manhole 1.

【0023】図2は、本発明の第2実施例を示すもの
で、この実施例では、継手管3における大径部3cの内
周面と接続管8の基端部外周面との間の隙間Sを、ウレ
タンスポンジ等の伸縮性を有する充填材12を挿入する
ことにより塞いである。
FIG. 2 shows a second embodiment of the present invention. In this embodiment, the distance between the inner peripheral surface of the large diameter portion 3c of the joint pipe 3 and the outer peripheral surface of the base end of the connecting pipe 8 is shown. The gap S is closed by inserting an elastic filler 12 such as urethane sponge.

【0024】このようにすると、隙間S内に、流体に含
まれる夾雑物が入り込んで堆積し、接続管8の可撓性が
妨げられるのを防止することができる。
In this way, it is possible to prevent impurities contained in the fluid from entering and accumulating in the gap S, thereby preventing the flexibility of the connection pipe 8 from being hindered.

【0025】図3は、本発明の第3実施例を示すもの
で、この実施例では、接続管8の基端部外周面に、マン
ホール1側に向って伸長する蛇腹状のシール部材13を
固着し、その先端を、継手管3の小径部3aと大径部3
cとの段差部に圧接することにより、隙間Sの開口部を
閉塞してある。
FIG. 3 shows a third embodiment of the present invention. In this embodiment, a bellows-like sealing member 13 extending toward the manhole 1 is provided on the outer peripheral surface of the base end of the connecting pipe 8. The small diameter portion 3a and the large diameter portion 3 of the joint pipe 3 are fixed.
The opening of the gap S is closed by being pressed against the step with c.

【0026】この実施例においても、隙間S内に夾雑物
が堆積するのを防止しうるので、接続管8の可撓性が妨
げられることはない。なお、流体中に含まれる夾雑物
は、管底付近に堆積し易いことから、上記のような充填
材12やシール部材13等の閉塞部材を、管底部付近に
のみ設けられるようにしてもよい。
In this embodiment as well, it is possible to prevent foreign substances from accumulating in the gap S, so that the flexibility of the connection pipe 8 is not hindered. In addition, since the contaminants contained in the fluid easily accumulate near the bottom of the tube, the above-described closing member such as the filler 12 or the sealing member 13 may be provided only near the bottom of the tube. .

【0027】本発明は、上記実施例に限定されるもので
はない。
The present invention is not limited to the above embodiment.

【0028】例えば、継手管3における案内筒部3bを
省略してマンホール1の取付孔2内に挿入しないように
し、取付板5を直接マンホール1の周壁に水密性を保持
して取付けるようにしてもよい。
For example, the guide tube portion 3b of the joint pipe 3 is omitted so as not to be inserted into the mounting hole 2 of the manhole 1, and the mounting plate 5 is directly mounted on the peripheral wall of the manhole 1 while maintaining watertightness. Is also good.

【0029】また、小径部3aを形成しないで、接続管
8よりも大径の大径部3cのみとすることもある。
In some cases, the small-diameter portion 3a is not formed, and only the large-diameter portion 3c having a larger diameter than the connecting pipe 8 is provided.

【0030】なお、継手管3に対するシールリング10
の固定方法は前述の実施例に限定されるものではなく、
図4に示されるようなフランジ3eと止め輪14との間
にシールリング10を挟んでこれらをボルト15で締め
付ける構造でもよい。特にこの構成によれば継手管3に
対して接続管8を挿入した後にボルト15を締め付ける
ことにより、両管の接続が容易なものとなる。
The seal ring 10 for the joint pipe 3
The fixing method of is not limited to the above embodiment,
A structure in which the seal ring 10 is interposed between the flange 3e and the retaining ring 14 as shown in FIG. In particular, according to this configuration, the connection between the two pipes is facilitated by tightening the bolt 15 after inserting the connection pipe 8 into the joint pipe 3.

【0031】[0031]

【発明の効果】本発明によれば、接続管をマンホールま
で挿入することなく、継手管内に挿入してあるので、継
手管内に大きな曲げ空間を形成することが可能となり、
接続管の可撓性を増大することができる。
According to the present invention, since the connecting pipe is inserted into the joint pipe without inserting it into the manhole, a large bending space can be formed in the joint pipe.
The flexibility of the connecting tube can be increased.

【0032】また、マンホールに接続管を挿入しないこ
とから、接続管が撓んでもこれに損傷を与えることはな
い。
Further, since the connecting pipe is not inserted into the manhole, even if the connecting pipe is bent, it is not damaged.

【0033】請求項2の発明によると、継手管をマンホ
ールの取付孔の周囲に容易に位置決めして固定すること
ができ、作業性が向上する。
According to the second aspect of the present invention, the joint pipe can be easily positioned and fixed around the mounting hole of the manhole, thereby improving workability.

【0034】請求項3の発明によると、接続管と継手管
との間の隙間に、夾雑物が入り込んで堆積するのが防止
されるので、接続管の可撓性が妨げられる恐れはない。
According to the third aspect of the present invention, foreign matters are prevented from entering and accumulating in the gap between the connection pipe and the joint pipe, so that the flexibility of the connection pipe is not obstructed.

【0035】[0035]

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

【図1】本発明の第1実施例を示す一部切欠平面図であ
る。
FIG. 1 is a partially cutaway plan view showing a first embodiment of the present invention.

【図2】同じく、第2実施例を示す一部切欠平面図であ
る。
FIG. 2 is a partially cutaway plan view showing the second embodiment.

【図3】同じく、第3実施例を示す一部切欠平面図であ
る。
FIG. 3 is a partially cutaway plan view showing a third embodiment.

【図4】継手管と接続管との接続部における他の実施例
を示す局部断面図である。
FIG. 4 is a local sectional view showing another embodiment of a connection portion between a joint pipe and a connection pipe.

【図5】従来例を示す一部切欠平面図である。FIG. 5 is a partially cutaway plan view showing a conventional example.

【符号の説明】[Explanation of symbols]

1 マンホール 2 取付孔 3 継手管 3a 小径部 3b 案内筒部 3c 大径部 3d 内向環状片 3e フランジ 4 Oリング 5 取付板 6 雌ねじアンカー 7 ボルト 8 接続管 9 環状溝 10 シールリング 11 インバート 12 充填材(閉塞部材) 13 シール部材(閉塞部材) 14 止め輪 15 ボルト S 隙間 DESCRIPTION OF SYMBOLS 1 Manhole 2 Mounting hole 3 Joint pipe 3a Small diameter part 3b Guide cylinder part 3c Large diameter part 3d Inward annular piece 3e Flange 4 O ring 5 Mounting plate 6 Female screw anchor 7 Bolt 8 Connection pipe 9 Ring groove 10 Seal ring 11 Invert 12 Filling material (Closing member) 13 Seal member (Closing member) 14 Retaining ring 15 Bolt S Clearance

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 マンホール内の流体を流通させる接続管
を、マンホールの側壁に穿設された取付孔と連通可能に
接続する際の継手構造であって、 前記取付孔の周囲のマンホールの外周壁に、前記接続管
の外径よりも大径をなす所要長さの継手管を、水密性を
保持して固着するとともに、この継手管内に、前記接続
管の基端部を、互いの隙間にシール部材を挟入して所定
の長さに亘り遊挿したことを特徴とするマンホールと接
続管との継手構造。
1. A joint structure for connecting a connection pipe through which a fluid in a manhole flows to an attachment hole formed in a side wall of the manhole so as to be able to communicate with the connection pipe, wherein an outer peripheral wall of the manhole around the attachment hole. A joint pipe of a required length having a diameter larger than the outer diameter of the connection pipe is fixed while maintaining watertightness, and the base end of the connection pipe is inserted into the joint pipe in a gap between each other. A joint structure between a manhole and a connecting pipe, wherein a sealing member is inserted and loosely inserted over a predetermined length.
【請求項2】 継手管の基端部に、マンホールの取付孔
内に挿入可能な案内筒部を設けた請求項1に記載のマン
ホールと接続管との継手構造。
2. The joint structure between a manhole and a connecting pipe according to claim 1, wherein a guide tube portion insertable into a mounting hole of the manhole is provided at a base end of the joint pipe.
【請求項3】 接続管の外周面と継手管の内周面との間
に形成された隙間の少くとも管底部付近の開口端部を、
伸縮又は可撓性を有する閉塞部材により塞いだことを特
徴とする請求項1又は2に記載のマンホールと接続管と
の継手構造。
3. An opening end at least near the bottom of the pipe, which is formed between the outer peripheral surface of the connecting pipe and the inner peripheral surface of the joint pipe,
The joint structure between a manhole and a connection pipe according to claim 1 or 2, wherein the joint structure is closed by a closing member having elasticity or flexibility.
JP23773697A 1997-08-19 1997-08-19 Joint structure of manhole and connecting pipe Expired - Fee Related JP3842398B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP23773697A JP3842398B2 (en) 1997-08-19 1997-08-19 Joint structure of manhole and connecting pipe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP23773697A JP3842398B2 (en) 1997-08-19 1997-08-19 Joint structure of manhole and connecting pipe

Publications (2)

Publication Number Publication Date
JPH1161864A true JPH1161864A (en) 1999-03-05
JP3842398B2 JP3842398B2 (en) 2006-11-08

Family

ID=17019721

Family Applications (1)

Application Number Title Priority Date Filing Date
JP23773697A Expired - Fee Related JP3842398B2 (en) 1997-08-19 1997-08-19 Joint structure of manhole and connecting pipe

Country Status (1)

Country Link
JP (1) JP3842398B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100694246B1 (en) 2005-01-04 2007-03-14 주식회사성호철관 Connecting structure of connecting pipe and underground pipe of manhole
KR100741319B1 (en) 2006-03-22 2007-07-20 주식회사 은광이노텍 a valve room assembly

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0336034U (en) * 1989-08-17 1991-04-09
JPH0742184A (en) * 1993-08-02 1995-02-10 Mitsubishi Plastics Ind Ltd Manhole joint
JPH09165769A (en) * 1995-12-14 1997-06-24 Nishikawa Rubber Co Ltd Joint member for manhole

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0336034U (en) * 1989-08-17 1991-04-09
JPH0742184A (en) * 1993-08-02 1995-02-10 Mitsubishi Plastics Ind Ltd Manhole joint
JPH09165769A (en) * 1995-12-14 1997-06-24 Nishikawa Rubber Co Ltd Joint member for manhole

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100694246B1 (en) 2005-01-04 2007-03-14 주식회사성호철관 Connecting structure of connecting pipe and underground pipe of manhole
KR100741319B1 (en) 2006-03-22 2007-07-20 주식회사 은광이노텍 a valve room assembly

Also Published As

Publication number Publication date
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