JP2003129507A - Connecting structure between manhole and sewage main - Google Patents

Connecting structure between manhole and sewage main

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Publication number
JP2003129507A
JP2003129507A JP2001327598A JP2001327598A JP2003129507A JP 2003129507 A JP2003129507 A JP 2003129507A JP 2001327598 A JP2001327598 A JP 2001327598A JP 2001327598 A JP2001327598 A JP 2001327598A JP 2003129507 A JP2003129507 A JP 2003129507A
Authority
JP
Japan
Prior art keywords
manhole
sewer
main
pipe
connection structure
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
JP2001327598A
Other languages
Japanese (ja)
Inventor
Norio Otsuga
則男 大津賀
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP2001327598A priority Critical patent/JP2003129507A/en
Publication of JP2003129507A publication Critical patent/JP2003129507A/en
Pending legal-status Critical Current

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Abstract

PROBLEM TO BE SOLVED: To provide a connecting structure between a manhole and a sewage main capable of increasing relative displacement of a connecting section between a side wall of the manhole and the sewage main and, facilitating the work from the inside of the manhole. SOLUTION: The connecting structure between the manhole 1 and the sewage main 2 capable of ensuring a free movement of a free fitting section inserted by freely fitting an insertion section 21 of the sewage main 2 into a mounting hole 13 bored in the side wall 11 of the manhole and, connecting the free fitting section in a water-right state puts on a cylinder section 31 fitted to the insertion section 21 of the sewage main from the outside and adhered thereto with an adhesive 4 and a joint 3 consisting of a collar section 32 equipped with an abutting surface 33 formed in the end of the cylinder section 31, approaching an interior wall surface 14 of the manhole 1 and a packing 5 mounted on the abutting surface 33 by surrounding the cylinder 31.

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】この発明は、下水道用マンホ
ールと、該マンホールの側壁に接続される下水本管との
接続部に隙間を設けたマンホールと下水本管との接続構
造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure between a manhole for sewerage and a sewer main with a gap provided at a connection portion between the manhole for sewerage and a main sewer connected to a side wall of the manhole.

【0002】[0002]

【従来の技術】雨水升または汚水升となる下水道用マン
ホールの側壁には、塩化ビニル等のプラスチック管、遠
心力鉄筋コンクリート管(ヒューム管)、陶管等の下水
本管が接続されている。従来のマンホールと下水本管と
の接続構造では、下水本管がマンホールにモルタルなど
の弾力性の小さい物質で固定されるか、限られた弾性変
形のシール材で連結されていた。このため、地震、地殻
変動、下水本管の埋設位置の上を重車両が通過すること
などにより、接続部に剪断力、引っ張り力、圧縮力、捩
じり力などの負荷が加わり、下水本管のマンホールへの
接続部が破損したり、シール面の縁切れが生じ、浸入水
が生じる不具合があった。
2. Description of the Related Art Plastic pipes such as vinyl chloride, centrifugal reinforced concrete pipes (fume pipes), and sewage main pipes such as porcelain pipes are connected to the side wall of a sewer manhole that serves as a rainwater or sewage system. In the conventional connection structure between a manhole and a main sewer, the main sewer is fixed to the manhole with a material having a small elasticity such as mortar, or is connected with a sealing material having a limited elastic deformation. For this reason, loads such as shearing force, pulling force, compressive force, and torsional force are applied to the connection part due to earthquakes, crustal movements, and heavy vehicles passing over the buried position of the sewage mains. There was a problem that the connection part of the pipe to the manhole was damaged, the edge of the sealing surface was cut off, and infiltration water occurred.

【0003】この下水本管の接続は、図13に示す如
く、下水道用マンホール1の側壁11に削孔された取付
孔13に端部(挿入部)21を遊嵌させ、取付孔13の
内周と下水本管2の挿入部21の外周との間に環状隙間
20を形成するとともに、ゴム製のブーツBを締結して
水密的に行われている。ブーツBは一端が取付孔13の
内壁に締結環Cで締結され、他端が挿入部21の外周に
締結バンドDで締結されている。
As shown in FIG. 13, the connection of the main sewer pipe is performed by loosely fitting an end portion (insertion portion) 21 into a mounting hole 13 formed in a side wall 11 of a sewer manhole 1 so that the inside of the mounting hole 13 is An annular gap 20 is formed between the circumference and the outer circumference of the insertion portion 21 of the main sewer pipe 2, and a rubber boot B is fastened in a watertight manner. The boot B has one end fastened to the inner wall of the mounting hole 13 with a fastening ring C and the other end fastened to the outer periphery of the insertion portion 21 with a fastening band D.

【0004】[0004]

【発明が解決しようとする課題】この構造では、ブーツ
Bの内側に空隙Sが生じるため、この空隙Sにモルタル
Mを充填して、固形物の侵入、堆積を防止するととも
に、施工の見栄えの低下を防止している。このため、遊
嵌部が必要とする変位に対する許容度が低減する問題が
ある。
In this structure, since the void S is formed inside the boot B, the void S is filled with the mortar M to prevent the solid matter from invading and accumulating, and to improve the appearance of the construction. It prevents the decline. Therefore, there is a problem that the tolerance for the displacement required by the loose fitting portion is reduced.

【0005】この発明の目的は、マンホールの側壁と下
水本管の連結部の相対変位量を大きくできるとともに、
マンホールの内部から施工が容易であるマンホールと下
水本管との接続構造を提供することにある。
An object of the present invention is to increase the relative displacement between the side wall of the manhole and the connection between the sewer main and
It is to provide a connection structure between a manhole and a sewer main pipe, which can be easily installed from the inside of the manhole.

【0006】[0006]

【課題を解決するための手段】この発明は、マンホール
の側壁に設けた取付孔に下水本管の端部(挿入部)を遊
嵌させて相対変位を許容するとともに、遊嵌部を水密的
に接続するマンホールと下水本管との接続構造であっ
て、前記遊嵌部に、前記端部に外嵌めして接着する筒部
と、前記マンホールの内壁面に当接する当接面を備えた
鍔部と、該当接面に前記筒部を囲んで取り付けたパッキ
ンとからなるジョイントを設置することを特徴とする。
SUMMARY OF THE INVENTION According to the present invention, an end portion (insertion portion) of a sewer main pipe is loosely fitted into a mounting hole provided in a side wall of a manhole to allow relative displacement, and the loose fitting portion is watertight. A connection structure for connecting a manhole connected to a sewage pipe and a sewer main pipe, wherein the loose fitting portion is provided with a tubular portion that is externally fitted and bonded to the end portion, and a contact surface that abuts an inner wall surface of the manhole. It is characterized in that a joint including a collar portion and a packing attached to the corresponding contact surface so as to surround the tubular portion is installed.

【0007】[0007]

【作用および発明の効果】この発明では、下水本管の端
部に外嵌めされて接着される筒部と、該筒部のマンホー
ル中心側先端に形成され、マンホールの内壁に沿った鍔
部と、該鍔部のマンホール外方がわの面に筒部を囲んで
取り付けたパッキンとからなるジョイントを、下水本管
の端部に接着させるとともにマンホールの内壁に圧接さ
せている。
According to the present invention, there is provided a tubular portion which is externally fitted and bonded to the end portion of the main sewer pipe, and a flange portion which is formed at the tip of the tubular portion on the center side of the manhole and extends along the inner wall of the manhole. A joint consisting of a packing attached to the outer surface of the manhole of the collar portion so as to surround the tubular portion is adhered to the end of the sewer main and pressed against the inner wall of the manhole.

【0008】このため、マンホールの側壁に対して下水
本管が大きい範囲で変位できるように施工できる。これ
により、地震、地殻変動、下水本管の埋設位置の上を重
車両が通過することによる負荷などで、下水本管のマン
ホールへの接続部が破損したり、シール面が縁切れする
不具合が有効に防止できる。
Therefore, the sewer main can be displaced in a large range with respect to the side wall of the manhole. As a result, due to earthquakes, crustal movements, and loads caused by heavy vehicles passing over the buried location of the sewer main, the connection of the sewer main to the manhole may be damaged or the sealing surface may be cut off. It can be effectively prevented.

【0009】請求項2に記載の発明では、下水本管およ
びジョイントは塩化ビニル等のプラスチック製であるた
め、接着が容易である。
According to the second aspect of the invention, since the sewer main pipe and the joint are made of plastic such as vinyl chloride, they can be easily bonded.

【0010】請求項3に記載の発明では、下水本管は、
遠心力鉄筋コンクリート管または陶管であり、ジョイン
トは塩化ビニル等のプラスチック製であり、下水本管の
端部に塩化ビニル等のプラスチック製のカラーを締結
し、該カラーと筒部とを嵌合して接着することを特徴と
する。このため、プラスチック製のジョイントを異なる
材料の下水本管に容易に接着して接続できる。
In the invention according to claim 3, the main sewer is
Centrifugal force is a reinforced concrete pipe or a ceramic pipe, the joint is made of plastic such as vinyl chloride, and a plastic collar such as vinyl chloride is fastened to the end of the main sewer pipe, and the collar and the tubular portion are fitted together. It is characterized by being bonded. Therefore, the joint made of plastic can be easily bonded and connected to the sewer main of a different material.

【0011】請求項4に記載の発明では、筒部と端部と
の嵌合面にシールリングを介装し、水密性の向上を図っ
ている。
According to the fourth aspect of the invention, a seal ring is provided on the fitting surface between the cylindrical portion and the end portion to improve the watertightness.

【0012】請求項5に記載の発明は、マンホールの側
壁に設けた取付孔に下水本管の端部を遊嵌させて相対変
位を許容するマンホールと下水本管との接続構造であっ
て、取付孔と端部との遊嵌部に、端部に外嵌めする筒部
と、マンホールの内壁面に当接する当接面を備えた鍔部
とからなるジョイントを設置することを特徴とする。こ
の構成では、水密性が不要または重要でない場所で、下
水本管のマンホールへの接続部が破損したり、シール面
が縁切れする不具合が有効に防止できる。
According to a fifth aspect of the present invention, there is provided a connection structure for connecting a manhole and a sewer main pipe, which allows relative displacement by loosely fitting an end portion of the sewer main pipe into a mounting hole provided on a side wall of the manhole. A joint including a tubular portion externally fitted to the end portion and a flange portion having a contact surface that abuts on an inner wall surface of the manhole is installed in a loose fitting portion between the mounting hole and the end portion. With this configuration, it is possible to effectively prevent the trouble that the connection part of the main sewer pipe to the manhole is damaged or the sealing surface is cut off at a place where watertightness is not necessary or important.

【0013】[0013]

【発明の実施の形態】この発明を図1、図2に示す第1
実施例とともに説明する。下水道用マンホール1は、雨
水升または汚水升を構成するコンクリート構造物で、筒
状の側壁11および平らな底壁12を有する。側壁11
の下部には取付孔13が円形に削孔されており、下水本
管2の端部である挿入部21が遊嵌されている。
BEST MODE FOR CARRYING OUT THE INVENTION The first embodiment of the present invention shown in FIGS.
Description will be given together with examples. The sewer manhole 1 is a concrete structure that constitutes a rainwater chamber or a wastewater chamber, and has a cylindrical side wall 11 and a flat bottom wall 12. Side wall 11
A mounting hole 13 is drilled in a circular shape in the lower part of, and an insertion portion 21 which is an end portion of the main sewer 2 is loosely fitted therein.

【0014】下水本管2は、円形の塩化ビニル管が使用
され、挿入部21の外周と取付孔13の内周との間には
環状隙間20が形成され、挿入部21には環状隙間20
のマンホール1側を水密的に塞ぐための塩化ビニル製の
ジョイント3が接着剤4により接着されている。なお、
ジョイント3は塩化ビニル以外のプラスチック製であっ
てもよい。
A circular vinyl chloride pipe is used as the main sewer pipe 2, and an annular gap 20 is formed between the outer periphery of the insertion portion 21 and the inner periphery of the mounting hole 13, and the annular gap 20 is formed in the insertion portion 21.
A joint 3 made of vinyl chloride for watertightly closing the manhole 1 side is adhered by an adhesive 4. In addition,
The joint 3 may be made of plastic other than vinyl chloride.

【0015】ジョイント3は、図2に示す如く、挿入部
21に外嵌めされる筒部31と、該筒部31のマンホー
ル中心側端に設けられた鍔部32とからなる。鍔部32
のマンホール外方がわの面は、側壁11の内壁面14に
接触または近接する当接面33となっている。当接面3
3には、筒部31と同心的に溝34が形成されており、
溝34にはゴム製のパッキン5が嵌め込まれている。ジ
ョイント3は、筒部31が挿入部21に外嵌めされて接
着し固着されるとともに、パッキン5が内壁面14に圧
接して水密性を保持している。
As shown in FIG. 2, the joint 3 is composed of a tubular portion 31 fitted onto the insertion portion 21 and a flange portion 32 provided at the end of the tubular portion 31 on the center side of the manhole. Collar part 32
The outer surface of the manhole is a contact surface 33 that contacts or approaches the inner wall surface 14 of the side wall 11. Abutment surface 3
3, a groove 34 is formed concentrically with the tubular portion 31,
A rubber packing 5 is fitted in the groove 34. In the joint 3, the tubular portion 31 is externally fitted to the insertion portion 21 and adhered and fixed thereto, and the packing 5 is pressed against the inner wall surface 14 to maintain watertightness.

【0016】図3〜図6はこの発明のマンホール1と下
水本管2との接続構造の施工工程を示す。図3に示す如
く、マンホール1の側壁11に取付孔13を削孔し、下
水本管2の挿入部21を同心的に差し込む。つぎに、図
4に示す如く、挿入部21の外周を清掃して、筒部31
の内周面に接着剤4を塗布したジョイント3を、挿入部
21に外嵌めする。
3 to 6 show the steps of constructing the connection structure of the manhole 1 and the main sewer 2 of the present invention. As shown in FIG. 3, the mounting hole 13 is drilled in the side wall 11 of the manhole 1, and the insertion portion 21 of the main sewer 2 is inserted concentrically. Next, as shown in FIG. 4, the outer periphery of the insertion portion 21 is cleaned to remove the cylindrical portion 31.
The joint 3 having the adhesive 4 applied to the inner peripheral surface thereof is externally fitted to the insertion portion 21.

【0017】つぎに図5に示す如く、鍔部32に内側か
ら当て木41をあてがい、ジャッキまたは螺合押圧手段
42で接着剤4が硬化するまで一定時間保持する。接着
剤4が硬化し当て木41を外すと、図6に示す如く、下
水本管2の挿入部21にジョイント3の筒部31が固着
される。
Next, as shown in FIG. 5, a batten 41 is applied to the collar portion 32 from the inside, and is held for a certain period of time until the adhesive 4 is hardened by a jack or screw pressing means 42. When the adhesive 4 hardens and the batten 41 is removed, the tubular portion 31 of the joint 3 is fixed to the insertion portion 21 of the main sewer pipe 2 as shown in FIG.

【0018】これにより、マンホール1の側壁11と下
水本管2の挿入部21との接続部を、変位量が大きくな
るように改造施工できる。この結果、地震、地殻変動、
下水本管2の埋設位置の上を重車両が通過することなど
により、接続部に剪断力、引っ張り力、圧縮力、捩じり
力などの負荷が加わっても、下水本管2のマンホール1
への接続部が破損したり、シール面の縁切れが生じ、浸
水が生じる不具合が防止できる。
As a result, the connecting portion between the side wall 11 of the manhole 1 and the insertion portion 21 of the main sewer 2 can be modified so that the displacement amount becomes large. As a result, earthquakes, crustal movements,
Even if a load such as a shearing force, a pulling force, a compressing force, or a twisting force is applied to the connecting portion due to a heavy vehicle passing over the buried position of the sewage main 2, the manhole 1 of the sewage main 2
It is possible to prevent problems such as damage to the connection part to the front end, breakage of the sealing surface edge, and water infiltration.

【0019】図7は、この発明の第2実施例を示す。こ
の実施例では、下水本管2はヒューム管であるため、塩
化ビニル等のプラスチック製のジョイント3を直接に接
着させることができない。このため、挿入部21の外周
に塩化ビニル等のプラスチック製のカラー6を固定し、
カラー6にジョイント3の筒部31を外嵌めさせ、嵌合
部を接着する構成を採用している。
FIG. 7 shows a second embodiment of the present invention. In this embodiment, since the main sewer pipe 2 is a fume pipe, the joint 3 made of plastic such as vinyl chloride cannot be directly bonded. Therefore, fix the collar 6 made of plastic such as vinyl chloride on the outer periphery of the insertion portion 21,
The tubular portion 31 of the joint 3 is externally fitted to the collar 6 and the fitting portion is bonded.

【0020】カラー6は、この実施例では円筒を2分割
した半円筒体61、61の両端にブラケット62、62
を設け、ブラケット62、62を突き合わせてボルト、
ナットからなる締結具63で締結している。この構成に
より、第1実施例と同様の効果が得られる。なお、カラ
ー6と下水本管2の外周との間に、防水リングを介装さ
せてもよい。
In this embodiment, the collar 6 includes brackets 62, 62 at both ends of semi-cylindrical bodies 61, 61 obtained by dividing a cylinder into two.
Is provided, and the brackets 62, 62 are butted against each other,
It is fastened with a fastener 63 composed of a nut. With this configuration, the same effect as that of the first embodiment can be obtained. A waterproof ring may be provided between the collar 6 and the outer circumference of the main sewer pipe 2.

【0021】図8は、この発明の第3実施例を示す。こ
の実施例では、ジョイント3の鍔部32の外周縁の外側
に切欠き溝35を形成している。この切欠き溝35は、
ジョイント3の取り付けのあとで、モルタル、止水モル
タル、またはゴムパッキンなどのシール材7を充填す
る。これにより、パッキン5に加えてシール材7により
止水効果が得られる。なお、パッキン5に代えてシール
材7のみにより水密性を確保してもよい。
FIG. 8 shows a third embodiment of the present invention. In this embodiment, a notch groove 35 is formed outside the outer peripheral edge of the collar portion 32 of the joint 3. This notch groove 35 is
After the joint 3 is attached, a sealing material 7 such as mortar, water-stopping mortar, or rubber packing is filled. As a result, in addition to the packing 5, the sealing material 7 provides a water blocking effect. Watertightness may be ensured only by the sealing material 7 instead of the packing 5.

【0022】図9は、この発明の第4実施例を示す。パ
ッキン5Aは、矩形の断面を有し、側壁11への当接面
に周方向の突条51を有する。突条51によりシール性
が向上する。パッキン5Bは、周方向のリップ52を有
する。なお、パッキン5を接着性のあるブチルゴムで形
成したり、水膨張性のゴムで形成してもよい。
FIG. 9 shows a fourth embodiment of the present invention. The packing 5A has a rectangular cross section, and has a circumferential projection 51 on the contact surface with the side wall 11. The ridge 51 improves the sealing property. The packing 5B has a lip 52 in the circumferential direction. The packing 5 may be formed of butyl rubber having adhesiveness or water-expandable rubber.

【0023】図10は、この発明の第5実施例を示す。
この実施例では、ジョイント3の鍔部32の内周側に同
心円状にコルゲーション36を設けている。これにより
下水本管2の軸方向の変位に対応して鍔部32の内周が
変形でき、鍔部32の内壁面14への接触性が維持され
る。この結果、水密性の維持が容易になる。
FIG. 10 shows a fifth embodiment of the present invention.
In this embodiment, a corrugation 36 is provided concentrically on the inner peripheral side of the collar portion 32 of the joint 3. Thereby, the inner circumference of the collar portion 32 can be deformed in accordance with the axial displacement of the sewer main pipe 2, and the contactability of the collar portion 32 to the inner wall surface 14 is maintained. As a result, it becomes easy to maintain water tightness.

【0024】図11は、この発明の第6実施例を示す。
この実施例では、ジョイント3の筒部31の内周または
/および挿入部21の外周に溝37を形成し、防水性シ
ールリング38を嵌め込んでいる。防水性シールリング
38は下水本管2の挿入部21の外周と筒部31との水
密性を向上させる作用を有する。
FIG. 11 shows a sixth embodiment of the present invention.
In this embodiment, a groove 37 is formed on the inner circumference of the tubular portion 31 of the joint 3 and / or the outer circumference of the insertion portion 21, and a waterproof seal ring 38 is fitted therein. The waterproof seal ring 38 has the function of improving the water tightness between the outer periphery of the insertion portion 21 of the main sewer 2 and the tubular portion 31.

【0025】図12は、この発明の第7実施例を示す。
この実施例では、接着剤4およびパッキン5を省略して
いる。この構成では、ジョイント3の構成が簡単で低コ
ストに製造できるとともに、施工も容易になる。このた
め、水密性の必要が無いか、または水密性の必要が低い
用途に好適である。
FIG. 12 shows a seventh embodiment of the present invention.
In this embodiment, the adhesive 4 and the packing 5 are omitted. With this structure, the structure of the joint 3 is simple and can be manufactured at low cost, and the construction is easy. Therefore, it is suitable for applications in which watertightness is not necessary or watertightness is low.

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

【図1】この発明のマンホールと下水本管との接続構造
を示す断面図である。
FIG. 1 is a sectional view showing a connection structure between a manhole and a main sewer pipe of the present invention.

【図2】ジョイントの側面図および平面図である。FIG. 2 is a side view and a plan view of a joint.

【図3】この発明の施工工程図である。FIG. 3 is a process drawing of the present invention.

【図4】この発明の施工工程図である。FIG. 4 is a construction process diagram of the present invention.

【図5】この発明の施工工程図である。FIG. 5 is a construction process diagram of the present invention.

【図6】この発明の施工工程図である。FIG. 6 is a construction process diagram of the present invention.

【図7】第2実施例の断面図および側面図である。FIG. 7 is a sectional view and a side view of the second embodiment.

【図8】第3実施例の断面図である。FIG. 8 is a sectional view of a third embodiment.

【図9】第4実施例の断面図である。FIG. 9 is a sectional view of a fourth embodiment.

【図10】第5実施例の断面図である。FIG. 10 is a sectional view of a fifth embodiment.

【図11】第6実施例の断面図である。FIG. 11 is a sectional view of a sixth embodiment.

【図12】第7実施例の断面図である。FIG. 12 is a sectional view of a seventh embodiment.

【図13】従来のマンホールと下水本管との接続構造を
示す斜視図である。
FIG. 13 is a perspective view showing a conventional connection structure between a manhole and a main sewer pipe.

【符号の説明】[Explanation of symbols]

1 マンホール 11 側壁 13 取付孔 2 下水本管 20 環状隙間 21 挿入部(端部) 3 ジョイント 31 筒部 32 鍔部 33 当接面 38 防水性シールリング 4 接着剤 5 パッキン 6 カラー 1 manhole 11 Side wall 13 mounting holes 2 Sewage main 20 annular gap 21 Insertion part (end part) 3 joints 31 tube 32 Collar 33 Contact surface 38 Waterproof Seal Ring 4 adhesive 5 packing 6 colors

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 マンホールの側壁に設けた取付孔に下水
本管の端部を遊嵌させて相対変位を許容するとともに、
遊嵌部を水密的に接続するマンホールと下水本管との接
続構造であって、 前記遊嵌部に、前記端部に外嵌めして接着する筒部と、
前記マンホールの内壁面に当接する当接面を備えた鍔部
と、該当接面に前記筒部を囲んで取り付けたパッキンと
からなるジョイントを設置することを特徴とするマンホ
ールと下水本管との接続構造。
1. The relative displacement is allowed by loosely fitting the end of the main sewer into a mounting hole provided in the side wall of the manhole,
A connecting structure for connecting a loose fitting portion in a watertight manner to a sewer main pipe, wherein the loose fitting portion has a tubular portion that is externally fitted and bonded to the end portion.
A manhole and a sewer main, characterized in that a joint composed of a collar portion having an abutting surface that abuts an inner wall surface of the manhole and a packing attached around the tubular portion is attached to the abutting surface. Connection structure.
【請求項2】 請求項1に記載のマンホールと下水本管
との接続構造において、前記下水本管および前記ジョイ
ントはプラスチック製であることを特徴とするマンホー
ルと下水本管との接続構造。
2. The connection structure for a manhole and a sewer main according to claim 1, wherein the sewer main and the joint are made of plastic.
【請求項3】 請求項1に記載のマンホールと下水本管
との接続構造において、前記下水本管は、遠心力鉄筋コ
ンクリート管または陶管であり、前記ジョイントはプラ
スチック製であり、前記下水本管の端部にプラスチック
製のカラーを締結し、該カラーと前記筒部とを嵌合して
接着することを特徴とするマンホールと下水本管との接
続構造。
3. The connection structure between a manhole and a sewer main according to claim 1, wherein the sewer main is a centrifugal reinforced concrete pipe or a ceramic pipe, and the joint is made of plastic. A connection structure between a manhole and a sewer main, characterized in that a plastic collar is fastened to an end of the pipe, and the collar and the tubular portion are fitted and adhered to each other.
【請求項4】 請求項1に記載のマンホールと下水本管
との接続構造であって、前記筒部と前記端部との嵌合面
にシールリングを介装したことを特徴とするマンホール
と下水本管との接続構造。
4. A manhole according to claim 1, wherein the manhole is connected to the main sewer pipe, and a seal ring is provided on a fitting surface between the tubular portion and the end portion. Connection structure with the main sewer.
【請求項5】 マンホールの側壁に設けた取付孔に下水
本管の端部を遊嵌させて相対変位を許容するマンホール
と下水本管との接続構造であって、 前記取付孔と前記端部との遊嵌部に、前記端部に外嵌め
する筒部と、前記マンホールの内壁面に当接する当接面
を備えた鍔部とからなるジョイントを設置することを特
徴とするマンホールと下水本管との接続構造。
5. A connection structure between a manhole and a sewer main pipe, which allows relative displacement by allowing an end portion of the sewer main pipe to be loosely fitted in a mounting hole provided in a side wall of the manhole, wherein the mounting hole and the end portion. A manhole and a sewage book, characterized in that a joint consisting of a tubular part to be externally fitted to the end part and a brim part having an abutment surface abutting against an inner wall surface of the manhole is installed in a loose fitting part of Connection structure with pipe.
JP2001327598A 2001-10-25 2001-10-25 Connecting structure between manhole and sewage main Pending JP2003129507A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2001327598A JP2003129507A (en) 2001-10-25 2001-10-25 Connecting structure between manhole and sewage main

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2001327598A JP2003129507A (en) 2001-10-25 2001-10-25 Connecting structure between manhole and sewage main

Publications (1)

Publication Number Publication Date
JP2003129507A true JP2003129507A (en) 2003-05-08

Family

ID=19143804

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2001327598A Pending JP2003129507A (en) 2001-10-25 2001-10-25 Connecting structure between manhole and sewage main

Country Status (1)

Country Link
JP (1) JP2003129507A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008297772A (en) * 2007-05-30 2008-12-11 Toa Grout Kogyo Co Ltd Socket for gully
KR101045285B1 (en) 2008-12-23 2011-06-29 한재광 A pipe-supporter
JP2016133168A (en) * 2015-01-19 2016-07-25 大阪瓦斯株式会社 Waterproof cover, caulking material filling method for waterproof cover and waterproof structure

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008297772A (en) * 2007-05-30 2008-12-11 Toa Grout Kogyo Co Ltd Socket for gully
KR101045285B1 (en) 2008-12-23 2011-06-29 한재광 A pipe-supporter
JP2016133168A (en) * 2015-01-19 2016-07-25 大阪瓦斯株式会社 Waterproof cover, caulking material filling method for waterproof cover and waterproof structure

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