JP2012233322A - Sewerage main-manhole connection structure - Google Patents

Sewerage main-manhole connection structure Download PDF

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JP2012233322A
JP2012233322A JP2011101286A JP2011101286A JP2012233322A JP 2012233322 A JP2012233322 A JP 2012233322A JP 2011101286 A JP2011101286 A JP 2011101286A JP 2011101286 A JP2011101286 A JP 2011101286A JP 2012233322 A JP2012233322 A JP 2012233322A
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diameter
ring
manhole
cylindrical portion
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JP5889545B2 (en
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Norio Otsuga
則男 大津賀
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Sanritsu KK
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Sanritsu KK
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Abstract

PROBLEM TO BE SOLVED: To provide a sewerage main-manhole connection structure whose cylindrical joint is set in a circular mounting hole in the side wall of a manhole, and which is excellent in water-tightness, flexibility and connection strength.SOLUTION: In a sewerage main-manhole connection structure A, a cylindrical joint J which consists of a body rubber 3 having a large-diameter cylindrical part, a small-diameter cylindrical part having a lip 33 around the inner wall face, and a connection part, a large-diameter ring 4 to be internally fitted to the large-diameter cylindrical part, a small-diameter ring 5 to be externally fitted to the small-diameter cylindrical part, and a diameter-shrinkable ring 6 to be fitted into a recessed groove, and which is camber-shaped to advance as extending closer to the upper and lower ends and to retract as extending closer to the right and left ends, approximately to the inner wall shape of a circular mounting hole 11, is fitted through the internal of a manhole 1 into a front end 21, and a gap between the outer periphery of the cylindrical joint J and the inner wall of the circular mounting hole 11 is filled with a manhole filler m. Thus, the cylindrical joint J is set in the circular mounting hole 11.

Description

本発明は、下水道本管とマンホールの接続構造に関する。   The present invention relates to a connection structure between a sewer main and a manhole.

特許文献1には、下水道本管とマンホールの接続構造が開示されている。また、特許文献2には、ゴム製マンホール継手が開示されている。   Patent Document 1 discloses a connection structure between a sewer main and a manhole. Patent Document 2 discloses a rubber manhole joint.

特開平6−108525号公報JP-A-6-108525 特開2002−332652号公報JP 2002-326552 A

上記特許文献1は、下記の課題を有する。
下水道本管とマンホールとが剛接続であるので地震等に弱く、接続部分が破損し易い。 上記特許文献2は、下記の課題を有する。
ゴム製マンホール継手が横穴内に隠れる様に幅を短くすると、ゴム製マンホール継手の外周と横穴内壁とのシール部分が短くなり、水密性や可とう性能および接続強度が著しく劣る。
The said patent document 1 has the following subject.
Since the sewer main and the manhole are rigidly connected, they are vulnerable to earthquakes and the connected parts are easily damaged. The said patent document 2 has the following subject.
If the width is shortened so that the rubber manhole joint is hidden in the side hole, the seal portion between the outer periphery of the rubber manhole joint and the inner wall of the side hole is shortened, and the watertightness, flexibility and connection strength are remarkably inferior.

水密性や可とう性能および接続強度を上げるために、幅を長くすると、ゴム製マンホール継手の基端側がマンホール内側に食み出てマンホール内部の突起物になるので、下水の流下を阻害したりメンテナンスの邪魔になる。なお、ゴム製マンホール継手の基端側がマンホール内側に食み出ない様に外側へずらすと、ゴム製マンホール継手の先端側がマンホール外側に大きく食み出て、地下水や土砂がマンホール内へ流入し、地盤の陥没等を招き易い。   If the width is increased in order to increase water tightness, flexibility and connection strength, the base end side of the rubber manhole joint will protrude into the manhole and become a protrusion inside the manhole, which may hinder the flow of sewage. It will interfere with maintenance. If the base end side of the rubber manhole joint is shifted outward so that it does not protrude inside the manhole, the tip end side of the rubber manhole joint will protrude greatly outside the manhole, and groundwater and earth and sand will flow into the manhole. It is easy to invite depression of the ground.

本発明の目的は、マンホールの側壁の円形取付穴に円筒ジョイントが収まり、且つ、水密性や可とう性能および接続強度に優れた下水道本管とマンホールとの接続構造の提供にある。   An object of the present invention is to provide a connection structure between a sewer main and a manhole in which a cylindrical joint is accommodated in a circular mounting hole on a side wall of a manhole, and which is excellent in water tightness, flexibility, and connection strength.

(請求項1について)
円筒状のマンホールは、略垂直に埋設され、側壁に円形取付穴を開けている。
この円形取付穴には、円筒状の下水道本管が遊嵌されている。
下水道本管の先端部には、円筒ジョイントがマンホール内から嵌め込まれている。
(About claim 1)
The cylindrical manhole is embedded substantially vertically and has a circular mounting hole in the side wall.
A cylindrical sewer main is loosely fitted in the circular mounting hole.
A cylindrical joint is fitted into the manhole at the tip of the sewer main.

円筒ジョイントは、本体ゴムと径大リングと径小リングと縮径リングとからなり、円形取付穴の内壁形状に近似している。
本体ゴムは、径大円筒部、内壁面にリップを周設した径小円筒部、および径大円筒部と径小円筒部とを先端側で連結する連結部を有する。
The cylindrical joint includes a main body rubber, a large-diameter ring, a small-diameter ring, and a reduced-diameter ring, and approximates the shape of the inner wall of the circular mounting hole.
The main rubber includes a large-diameter cylindrical portion, a small-diameter cylindrical portion having a lip around the inner wall surface, and a connecting portion that connects the large-diameter cylindrical portion and the small-diameter cylindrical portion on the distal end side.

径大円筒部には、径大リングが内嵌される。
径小円筒部には、径小リングが外嵌される。
径大円筒部の外周には、縮径リングが装嵌される。
本体ゴム、径大リング、径小リング、および縮径リングは、各々、リングの上下端に近づくほど前進し、リングの左右端に近づくほど後退する反り形状である。
A large-diameter ring is fitted into the large-diameter cylindrical portion.
A small diameter ring is fitted on the small diameter cylindrical portion.
A reduced diameter ring is fitted on the outer periphery of the large diameter cylindrical portion.
The main rubber, large-diameter ring, small-diameter ring, and reduced-diameter ring each have a warped shape that advances as it approaches the upper and lower ends of the ring and retreats as it approaches the left and right ends of the ring.

下水道本管とマンホールとの接続方法は、以下の手順で行う。
本体ゴムの径大円筒部に径大リングを内嵌し、本体ゴムの径小円筒部に径小リングを外嵌する。なお、先に径小リングを径小円筒部に外嵌しても良い。
つぎに、本体ゴムの径大円筒部の外周に縮径リングを装嵌すると円筒ジョイントとなる。
The method for connecting the sewer main and manhole is as follows.
A large-diameter ring is fitted into the large-diameter cylindrical portion of the main rubber, and a small-diameter ring is externally fitted to the small-diameter cylindrical portion of the main rubber. In addition, you may externally fit a small diameter ring to a small diameter cylindrical part previously.
Next, when a reduced diameter ring is fitted to the outer periphery of the large-diameter cylindrical portion of the main rubber, a cylindrical joint is formed.

マンホールの円形取付穴には、下水道本管が遊嵌されており、円筒ジョイントをマンホール内から下水道本管の先端部に嵌め込む。
縮径リングが本体ゴムを縮径し、径大・径小リングが本体ゴムの形崩れを防止し、径小円筒部の内壁面に周設したリップが下水道本管の外周面を押圧するので、下水道本管と円筒ジョイントとの間の水密性が確保される。なお、リップで下水道本管の外周面を押圧する関係上、下水道本管は、表面が滑らかな塩ビ菅などが好ましい。
The sewer main is loosely fitted in the circular mounting hole of the manhole, and the cylindrical joint is fitted from the manhole to the tip of the sewer main.
The diameter-reducing ring reduces the diameter of the main rubber, the large-diameter and small-diameter rings prevent the main rubber from being deformed, and the lip provided around the inner wall surface of the small-diameter cylindrical part presses the outer peripheral surface of the sewer main. The water tightness between the sewer main and the cylindrical joint is ensured. In addition, in view of pressing the outer peripheral surface of the sewer main with the lip, the main sewer main is preferably a vinyl chloride bowl having a smooth surface.

請求項1の下水道本管とマンホールとの接続構造は、以下の利点を有する。
マンホールの側壁の円形取付穴に円筒ジョイントが収まるので、マンホール内部の突起物にならず、下水の流下を阻害せず、メンテナンスの邪魔にもならない。
ゴム製の円筒ジョイントの外周と円形取付穴とのシール部分が長く取れるので、水密性や可とう性能および接続強度に優れる。
The connection structure between the sewer main and the manhole of claim 1 has the following advantages.
Since the cylindrical joint fits in the circular mounting hole on the side wall of the manhole, it does not become a protrusion inside the manhole, does not hinder the flow of sewage, and does not interfere with maintenance.
Since the seal portion between the outer periphery of the rubber cylindrical joint and the circular mounting hole can be taken long, it is excellent in water tightness, flexibility and connection strength.

(請求項2について)
円筒ジョイントの本体ゴムが円形取付穴の内壁形状に近似しているため、通常のステンレス締め付けバンドを使うことができない。その理由は、ステンレス締め付けバンドを用いると、本体ゴムからステンレス締め付けバンドが食み出してしまうので締め付けができないからである(図8参照)。
このため、複数の円弧環、または切れ目のある円弧環を径大円筒部の外周に嵌め込んだ後に、縮径具を用いて円弧環を縮径させた状態で、溶接、ねじ止め、掛止などの連結手段により一つの円環にして縮径リングとする。
従って、円筒ジョイントを円形取付穴の内壁形状に近似させて製作すれば全ての内壁形状に対応できる。
(About claim 2)
Since the main body rubber of the cylindrical joint approximates the shape of the inner wall of the circular mounting hole, a normal stainless steel fastening band cannot be used. The reason for this is that when a stainless steel fastening band is used, the stainless steel fastening band protrudes from the main rubber and cannot be tightened (see FIG. 8).
For this reason, after fitting a plurality of arc rings or cut arc rings to the outer circumference of the large-diameter cylindrical portion, the diameter of the arc ring is reduced using a diameter reducing tool, and welding, screwing, and latching are performed. The diameter of the ring is reduced to a single ring by connecting means such as.
Therefore, if the cylindrical joint is manufactured by approximating the inner wall shape of the circular mounting hole, all inner wall shapes can be handled.

(請求項3について)
下水道本管の先端部に嵌め込んだ円筒ジョイントの外周と円形取付穴の内壁との間の隙間をマンホール充填材で充填する。
これにより、円筒ジョイントとマンホールとの間の水密性と接続強度が確保される。
(Claim 3)
The gap between the outer periphery of the cylindrical joint fitted at the tip of the sewer main and the inner wall of the circular mounting hole is filled with a manhole filler.
Thereby, the watertightness and connection strength between a cylindrical joint and a manhole are ensured.

(請求項4について)
円筒状のマンホールは、略垂直に埋設され、側壁に円形取付穴を開けている。
この円形取付穴には、円筒状の下水道本管が遊嵌されている。
下水道本管の先端部には、円筒ジョイントがマンホール内から嵌め込まれている。
(About claim 4)
The cylindrical manhole is embedded substantially vertically and has a circular mounting hole in the side wall.
A cylindrical sewer main is loosely fitted in the circular mounting hole.
A cylindrical joint is fitted into the manhole at the tip of the sewer main.

円筒ジョイントは、本体ゴムと径大縮径リングと径大リングと径小縮径リングと径小リングとからなり、円形取付穴の内壁形状に近似している。
本体ゴムは、径大円筒部、径大円筒部より後方に位置する径小円筒部、径小円筒部から前方に向かって径が増大していく径拡筒部、および径拡筒部と径大円筒部とを連結する連結部を有する。
The cylindrical joint includes a main rubber, a large diameter reduced ring, a large diameter ring, a small diameter reduced ring, and a small diameter ring, and approximates the inner wall shape of a circular mounting hole.
The main rubber is composed of a large-diameter cylindrical portion, a small-diameter cylindrical portion located behind the large-diameter cylindrical portion, a large-diameter cylindrical portion whose diameter increases from the small-diameter cylindrical portion toward the front, and a large-diameter cylindrical portion and a diameter. It has a connection part which connects a large cylindrical part.

径大円筒部の外周には、径大縮径リングが装嵌される。
径大円筒部には、径大リングが内嵌される。
径小円筒部の外周には、径小縮径リングが装嵌される。
径小円筒部には、径小リングが内嵌される。
A large diameter reduction ring is fitted on the outer periphery of the large diameter cylindrical portion.
A large-diameter ring is fitted into the large-diameter cylindrical portion.
A small diameter reduction ring is fitted on the outer periphery of the small diameter cylindrical portion.
A small diameter ring is fitted into the small diameter cylindrical portion.

本体ゴム、径大縮径リング、径大リング、径小縮径リング、径小リングは、各々、上下端に近づくほど前進し、リングの左右端に近づくほど後退する反り形状である。   The main rubber, the large diameter reduced ring, the large diameter ring, the small diameter reduced diameter ring, and the small diameter ring each have a warped shape that advances as it approaches the upper and lower ends, and retreats as it approaches the left and right ends of the ring.

下水道本管とマンホールとの接続方法は、以下の手順で行う。
本体ゴムの径小円筒部に径小リングを内嵌し、本体ゴムの径大円筒部に径大リングを内嵌する。なお、先に径大リングを径大円筒部に内嵌しても良い。
つぎに、本体ゴムの径小円筒部の外周に径小縮径リングを装嵌し、本体ゴムの径大円筒部の外周に径大縮径リングを装嵌すると円筒ジョイントとなる。なお、先に径大縮径リングを径大円筒部の外周に装嵌しても良い。
The method for connecting the sewer main and manhole is as follows.
A small-diameter ring is fitted into the small-diameter cylindrical portion of the main rubber, and a large-diameter ring is fitted into the large-diameter cylindrical portion of the main rubber. Note that the large-diameter ring may be fitted into the large-diameter cylindrical portion first.
Next, a small diameter reduced ring is fitted on the outer circumference of the small diameter cylindrical portion of the main rubber, and a large diameter reduced ring is fitted on the outer circumference of the large diameter cylindrical portion of the main rubber to form a cylindrical joint. Note that the large-diameter reduced diameter ring may be fitted to the outer periphery of the large-diameter cylindrical portion first.

マンホールの円形取付穴には、下水道本管が遊嵌されており、円筒ジョイントをマンホール内から下水道本管の先端部に嵌め込む。
径小縮径リングが本体ゴムの径小円筒部を縮径し、径大縮径リングが本体ゴムの径大円筒部を縮径し、径大・径小リングが本体ゴムの形崩れを防止する。この円筒ジョイントにより、下水道本管が円形取付穴のマンホールに弾性的に接続される。
The sewer main is loosely fitted in the circular mounting hole of the manhole, and the cylindrical joint is fitted from the manhole to the tip of the sewer main.
The small diameter ring reduces the small cylindrical part of the main rubber, the large diameter ring reduces the large cylindrical part of the main rubber, and the large and small diameter rings prevent the main rubber from deforming. To do. This cylindrical joint elastically connects the sewer main to the manhole of the circular mounting hole.

請求項4の下水道本管とマンホールとの接続構造は、以下の利点を有する。
マンホールの側壁の円形取付穴に円筒ジョイントが収まるので、マンホール内部の突起物にならず、下水の流下を阻害せず、メンテナンスの邪魔にもならない。
ゴム製の円筒ジョイントの外周と円形取付穴とのシール部分が長く取れるので、水密性や可とう性能および接続強度に優れる。
The connection structure between the sewer main and the manhole according to claim 4 has the following advantages.
Since the cylindrical joint fits in the circular mounting hole on the side wall of the manhole, it does not become a protrusion inside the manhole, does not hinder the flow of sewage, and does not interfere with maintenance.
Since the seal portion between the outer periphery of the rubber cylindrical joint and the circular mounting hole can be taken long, it is excellent in water tightness, flexibility and connection strength.

(請求項5について)
円筒ジョイントの本体ゴムが円形取付穴の内壁形状に近似しているため、通常のステンレス締め付けバンドを使うことができない。その理由は、ステンレス締め付けバンドを用いると、本体ゴムからステンレス締め付けバンドが食み出してしまうので締め付けができないからである。
このため、複数の円弧環、または切れ目のある円弧環を、径大円筒部の外周および径小円筒部の外周に嵌め込んだ後に、縮径具を用いて円弧環を縮径させた状態で、溶接、ねじ止め、掛止などの連結手段により一つの円環にして径大縮径リングおよび径小縮径リングとする。
(請求項6について)
下水道本管の先端部に嵌め込んだ円筒ジョイントの外周と円形取付穴の内壁との間の隙間および、円筒ジョイントの内周と下水道本管の外壁との間の隙間をマンホール充填材で充填する。
これにより、円筒ジョイントとマンホールとの間の水密性、および円筒ジョイントと下水道本管との間の水密性と接続強度が確保される。
なお、円筒ジョイントの内周と下水道本管の外壁との間の隙間をマンホール充填材で充填する構造であるので、下水道本管の表面が凸凹のヒューム菅でも水密性を維持することができる。
(Claim 5)
Since the main body rubber of the cylindrical joint approximates the shape of the inner wall of the circular mounting hole, a normal stainless steel fastening band cannot be used. The reason for this is that when a stainless steel fastening band is used, the stainless steel fastening band is eroded from the main body rubber, so that fastening cannot be performed.
For this reason, after fitting a plurality of arc rings or cut arc rings to the outer circumference of the large-diameter cylindrical portion and the outer circumference of the small-diameter cylindrical portion, the arc ring is reduced in diameter using a diameter reducing tool. By using connecting means such as welding, screwing and latching, one circular ring is formed into a large diameter reduced ring and a diameter reduced diameter ring.
(About claim 6)
Fill the gap between the outer circumference of the cylindrical joint fitted in the tip of the sewer main and the inner wall of the circular mounting hole and the gap between the inner circumference of the cylindrical joint and the outer wall of the sewer main with the manhole filler. .
Thereby, the watertightness between a cylindrical joint and a manhole, and the watertightness and connection strength between a cylindrical joint and a sewer main are ensured.
In addition, since the gap between the inner periphery of the cylindrical joint and the outer wall of the sewer main is filled with a manhole filler, the water tightness can be maintained even with a fume ridge having an uneven surface of the sewer main.

本発明の下水道本管とマンホールの接続構造の実施例1に用いる円筒ジョイントの本体ゴムの説明図である。It is explanatory drawing of the main body rubber | gum of the cylindrical joint used for Example 1 of the connection structure of the sewer main of this invention and a manhole. その円筒ジョイントの説明図である。It is explanatory drawing of the cylindrical joint. その円筒ジョイントの組み付けを示す説明図である。It is explanatory drawing which shows the assembly | attachment of the cylindrical joint. 複数の縮径具を用い円弧環を縮径する様子を示す説明図である。It is explanatory drawing which shows a mode that an arc ring is diameter-reduced using a some diameter reducing tool. (a)は円筒ジョイントを下水道本管に嵌め込む様子を示す説明図であり、(b)は実施例1に係る下水道本管とマンホールの接続構造である。(A) is explanatory drawing which shows a mode that a cylindrical joint is engage | inserted in a sewer main, (b) is the connection structure of the sewer main and the manhole which concerns on Example 1. FIG. 本発明の下水道本管とマンホールの接続構造の実施例2に用いる円筒ジョイントの本体ゴムの説明図である。It is explanatory drawing of the main body rubber | gum of the cylindrical joint used for Example 2 of the connection structure of the sewer main and this invention of this invention. 実施例2に係る下水道本管とマンホールの接続構造である。It is the connection structure of the sewer main which concerns on Example 2, and a manhole. ステンレス締め付けバンドを使えない理由を説明するための説明図である。It is explanatory drawing for demonstrating the reason a stainless steel fastening band cannot be used. 実施例2において、径大縮径リングおよび径小縮径リングが本体ゴムを縮径することにより、径大リング外周と径大円筒部の内面とが圧着され水密性能が確保されることを説明するための説明図である。In Example 2, it is explained that the large diameter reduced ring and the small diameter reduced ring reduce the diameter of the main rubber so that the outer periphery of the large ring and the inner surface of the large cylindrical portion are pressure-bonded to ensure watertight performance. It is explanatory drawing for doing. 単体の縮径具の側面図である。It is a side view of a single diameter reducing tool. その縮径具の斜視図である。It is a perspective view of the diameter reducing tool.

下水道本管とマンホールの接続構造は、略垂直に埋設される円筒状のマンホールの側壁に開けた円形取付穴に、円筒状の下水道本管が遊嵌され、円形取付穴の内壁形状に近似させた円筒ジョイントをマンホール内から下水道本管の先端部に嵌め込んでなる。
上記円筒ジョイントは、径大円筒部、内壁面にリップを周設した径小円筒部、および径大円筒部と径小円筒部とを先端側で連結する連結部を有する本体ゴムと、径大円筒部に内嵌される径大リングと、径小円筒部に外嵌される径小リングと、径大円筒部の外周に装嵌される縮径リングとからなり、本体ゴム、径大リング、径小リング、縮径リングは、各々、上下端に近づくほど前進し左右端に近づくほど後退する反り形状である。
The connection structure between the sewer main and the manhole is such that the cylindrical sewer main is loosely fitted in a circular mounting hole drilled in the side wall of a cylindrical manhole that is embedded almost vertically, and approximated to the inner wall shape of the circular mounting hole. A cylindrical joint is inserted from the manhole into the tip of the sewer main.
The cylindrical joint includes a large-diameter cylindrical portion, a small-diameter cylindrical portion having a lip around the inner wall surface, a main body rubber having a connecting portion that connects the large-diameter cylindrical portion and the small-diameter cylindrical portion on the distal end side, and a large-diameter portion. It consists of a large-diameter ring fitted inside the cylindrical portion, a small-diameter ring fitted externally to the small-diameter cylindrical portion, and a reduced-diameter ring fitted on the outer periphery of the large-diameter cylindrical portion. Each of the small-diameter ring and the reduced-diameter ring has a warped shape that advances as it approaches the upper and lower ends and retreats as it approaches the left and right ends.

下水道本管とマンホールの接続構造は、マンホールの側壁の円形取付穴に円筒ジョイントが収まるので、マンホール内部の突起物にならず、下水の流下を阻害せず、メンテナンスの邪魔にもならない。ゴム製の円筒ジョイントの外周と円形取付穴とのシール部分が長く取れるので、水密性や可とう性能および接続強度に優れる。   The connection structure between the sewer main and the manhole has a cylindrical joint that fits in the circular mounting hole on the side wall of the manhole. Since the seal portion between the outer periphery of the rubber cylindrical joint and the circular mounting hole can be taken long, it is excellent in water tightness, flexibility and connection strength.

本発明の実施例1(請求項1〜3に対応)を図1〜図5に基づいて説明する。
下水道本管とマンホールの接続構造Aは、円筒状のマンホール1の円形取付穴11に円筒状の下水道本管2が円筒ジョイントJを介して接続されている。円筒ジョイントJは、外形が円形取付穴11の内壁形状に近似し、本体ゴム3と径大リング4と径小リング5と縮径リング6とからなる(図2参照}。
Example 1 (corresponding to claims 1 to 3) of the present invention will be described with reference to FIGS.
In the sewer main and manhole connection structure A, a cylindrical sewer main 2 is connected to a circular mounting hole 11 of a cylindrical manhole 1 through a cylindrical joint J. The cylindrical joint J is similar in shape to the inner wall shape of the circular mounting hole 11, and includes a main rubber 3, a large diameter ring 4, a small diameter ring 5, and a reduced diameter ring 6 (see FIG. 2).

マンホール1は、地中に垂直に掘った立坑に垂直状態に埋設され、側壁12に円形取付穴11が開けられている。円形取付穴11は、下水道本管2を遊嵌可能な大きさである。   The manhole 1 is embedded in a vertical state in a vertical shaft dug vertically in the ground, and a circular mounting hole 11 is formed in the side wall 12. The circular mounting hole 11 has a size capable of loosely fitting the sewer main pipe 2.

本体ゴム3は、位置決め用の凹溝31を外壁に周設した径大円筒部32と、内壁面にリップ33を周設した径小円筒部34と、径大円筒部32と径小円筒部34とを先端側で連結する連結部35とを有する。この本体ゴム3は、円筒の上下端に近づくほど前進し、円筒の左右端に近づくほど後退する反り形状を呈している(図1、図3参照)。   The main rubber 3 includes a large-diameter cylindrical portion 32 having a positioning concave groove 31 around the outer wall, a small-diameter cylindrical portion 34 having a lip 33 around the inner wall surface, a large-diameter cylindrical portion 32, and a small-diameter cylindrical portion. And a connecting portion 35 that connects the front end 34 to the front end side. The main rubber 3 has a warped shape that advances as it approaches the upper and lower ends of the cylinder and retreats as it approaches the left and right ends of the cylinder (see FIGS. 1 and 3).

径大円筒部32には、径大リング4(鉄製)が内嵌されている。
径小円筒部34には、径小リング5(鉄製)が外嵌されている。
径大円筒部32の凹溝31内には、縮径リング6(鉄製)が装嵌されている。
また、径大リング4、径小リング5、縮径リング6は、各リングの上下端に近づくほど前進し、各リングの左右端に近づくほど後退する反り形状を呈している。
A large-diameter ring 4 (made of iron) is fitted into the large-diameter cylindrical portion 32.
The small diameter cylindrical portion 34 is fitted with a small diameter ring 5 (made of iron).
A reduced diameter ring 6 (made of iron) is fitted in the recessed groove 31 of the large diameter cylindrical portion 32.
The large-diameter ring 4, the small-diameter ring 5, and the reduced-diameter ring 6 have a warped shape that advances as it approaches the upper and lower ends of each ring and retreats as it approaches the left and right ends of each ring.

縮径リング6は、本実施例では、切れ目のある円弧環60(図3参照)を、本体ゴム3の径大円筒部32の凹溝31内に嵌め込んだ後に、複数の縮径具61を(図4参照)用いて円弧環60を縮径させた状態で、溶接62(連結手段)により一つの円環にしたものである(図2参照)。
なお、円筒ジョイントJの外周と円形取付穴11の内壁との間の隙間にはマンホール充填材mが充填されている{図5の(b)参照}。
In the present embodiment, the diameter-reducing ring 6 includes a plurality of diameter-reducing tools 61 after fitting a cut arc ring 60 (see FIG. 3) into the concave groove 31 of the large-diameter cylindrical portion 32 of the main rubber 3. (See FIG. 4), the circular ring 60 is reduced in diameter, and is formed into a single ring by welding 62 (connection means) (see FIG. 2).
A gap between the outer periphery of the cylindrical joint J and the inner wall of the circular mounting hole 11 is filled with a manhole filler m (see FIG. 5B).

下水道本管とマンホールの接続構造Aは、下記の様にして施工される。
なお、マンホール1の側壁12に開けた円形取付穴11には、下水道本管2の先端部21が遊嵌されている{図5の(a)参照}。
The sewer main and manhole connection structure A is constructed as follows.
In addition, the front-end | tip part 21 of the sewer main pipe 2 is loosely fitted by the circular attachment hole 11 opened in the side wall 12 of the manhole 1 {refer (a) of FIG. 5}.

図3に示す様に、本体ゴム3の径大円筒部32に径大リング4を内嵌し、本体ゴム3の径小円筒部34に径小リング5を外嵌し、本体ゴム3の径大円筒部32の凹溝31内に円弧環60を嵌め込む。
各部材の嵌め込み位置は、例えば、円筒の上下端に近づくほど前進し円筒の左右端に近づくほど後退する様に反り形状の本体ゴム3の回動位置を固定した状態にして、各リングの上下端に近づくほど前進し各リングの左右端に近づくほど後退する様に反り形状の径大リング4、径小リング5、および円弧環60の回動位置を合わせた状態で嵌め込む。
As shown in FIG. 3, the large-diameter ring 4 is fitted into the large-diameter cylindrical portion 32 of the main rubber 3, and the small-diameter ring 5 is externally fitted to the small-diameter cylindrical portion 34 of the main rubber 3. An arc ring 60 is fitted into the groove 31 of the large cylindrical portion 32.
The fitting position of each member is such that, for example, the rotational position of the warped main rubber 3 is fixed so that it moves forward as it approaches the upper and lower ends of the cylinder and retreats as it approaches the left and right ends of the cylinder. It is fitted in a state in which the turning positions of the large diameter ring 4, the small diameter ring 5 and the circular ring 60 of the warped shape are matched so as to advance as it approaches the end and retreat as it approaches the left and right ends of each ring.

図4に示す様に、複数の縮径具61を用い、円弧環60、本体ゴム3の径大円筒部32、径大リング4を挟み部64で挟み、締付用ネジ65を廻して円弧環60の切れ目が閉じるまで円弧環60を縮径させる。そして、この状態で、閉じた切れ目を溶接62(連結手段)して縮径リング6にする。
径大リング4および径小リング5が本体ゴム3の形崩れを防止し、縮径リング6が本体ゴム3を縮径することにより、径大リング4外周面と径大円筒部32の内周面とが圧着され水密性能が確保される{図9の(a)参照}。
なお、縮径具61(金属製)は、外側板63にネジ孔を形成した略コ字状の挟み部64と、ネジ孔に螺合する締付用ネジ65とからなる(図4参照)。
As shown in FIG. 4, a plurality of diameter reducing tools 61 are used, the circular ring 60, the large-diameter cylindrical portion 32 of the main rubber 3 and the large-diameter ring 4 are sandwiched by the sandwiching portion 64, and the tightening screw 65 is turned to rotate the arc. The arc ring 60 is reduced in diameter until the cut of the ring 60 is closed. In this state, the closed cut is welded 62 (connecting means) to form the reduced diameter ring 6.
The large-diameter ring 4 and the small-diameter ring 5 prevent the main body rubber 3 from being deformed, and the reduced-diameter ring 6 reduces the diameter of the main rubber 3 so that the outer circumference of the large-diameter ring 4 and the inner circumference of the large-diameter cylindrical portion 32 are obtained. The surface is pressure-bonded to ensure watertight performance {see (a) of FIG. 9}.
The diameter reducing tool 61 (made of metal) includes a substantially U-shaped sandwiching portion 64 in which a screw hole is formed in the outer plate 63, and a tightening screw 65 screwed into the screw hole (see FIG. 4). .

つぎに、この縮径リング6を装嵌した円筒ジョイントJをマンホール1内から下水道本管2の先端部21に嵌め込む{図5の(a)参照}。
縮径リング6が本体ゴム3を縮径し、径大リング4、径小リング5が本体ゴム3の形崩れを防止し、径小円筒部34の内壁面に周設したリップ33が下水道本管2の外周面を押圧するので、下水道本管2と円筒ジョイントJとの間の水密性が確保される。なお、リップ33で下水道本管2の外周面を押圧する関係上、下水道本管2は、表面が滑らかな塩ビ菅などが好ましい。
Next, the cylindrical joint J fitted with the reduced-diameter ring 6 is fitted into the distal end portion 21 of the sewer main pipe 2 from the manhole 1 (see FIG. 5A).
The reduced diameter ring 6 reduces the diameter of the main rubber 3, the large diameter ring 4 and the small diameter ring 5 prevent the main rubber 3 from being deformed, and a lip 33 provided around the inner wall surface of the small diameter cylindrical portion 34 is a sewer book. Since the outer peripheral surface of the pipe 2 is pressed, water tightness between the sewer main pipe 2 and the cylindrical joint J is ensured. In addition, in view of pressing the outer peripheral surface of the sewer main 2 with the lip 33, the sewer main 2 is preferably a vinyl chloride bowl having a smooth surface.

つぎに、円筒ジョイントJの外周と円形取付穴11の内壁との間の隙間をマンホール充填材mで充填する{図5の(b)参照}。   Next, the gap between the outer periphery of the cylindrical joint J and the inner wall of the circular mounting hole 11 is filled with a manhole filler m {see FIG. 5 (b)}.

本実施例の下水道本管とマンホールの接続構造Aは、以下の利点を有する。
マンホール1の側壁12に開けた円形取付穴11に下水道本管2の先端部21を遊嵌し、外形が円形取付穴11の内壁形状に近似した円筒ジョイントJを先端部21に嵌め込む構造であるので、マンホール1の側壁12の円形取付穴11内に円筒ジョイントJが収まる。
このため、円筒ジョイントJがマンホール1内部の突起物にならず、下水の流下を阻害せず、メンテナンスの邪魔にもならない。
また、円筒ジョイントJの外周と円形取付穴11とのシール部分が長く取れるので、水密性や可とう性能および接続強度に優れる。
The sewer main and manhole connection structure A of this embodiment has the following advantages.
The tip 21 of the sewer main pipe 2 is loosely fitted in the circular mounting hole 11 opened in the side wall 12 of the manhole 1, and the cylindrical joint J whose outer shape approximates the inner wall shape of the circular mounting hole 11 is fitted in the tip 21. Therefore, the cylindrical joint J is accommodated in the circular mounting hole 11 in the side wall 12 of the manhole 1.
For this reason, the cylindrical joint J does not become a protrusion inside the manhole 1, does not hinder the flow of sewage, and does not disturb maintenance.
In addition, since the seal portion between the outer periphery of the cylindrical joint J and the circular mounting hole 11 can be taken long, the watertightness, flexibility, and connection strength are excellent.

切れ目のある円弧環60を凹溝31内に嵌め込んだ後に、縮径具61を用いて円弧環60を縮径させた状態で溶接62(連結手段)により一つの円環にして縮径リング6としているため、本体ゴム3を均一的に締め付けることができる。なお、円筒ジョイントJの本体ゴム3が円形取付穴11の内壁形状に近似しているため、通常のステンレス締め付けバンド30を使って本体ゴム3を締め付けることができない(図8参照)。   After fitting the cut arc ring 60 into the groove 31, the arc ring 60 is reduced in diameter using the diameter reducing tool 61, and the reduced diameter ring is made into one ring by welding 62 (connecting means). Therefore, the main rubber 3 can be uniformly tightened. In addition, since the main body rubber 3 of the cylindrical joint J approximates the shape of the inner wall of the circular mounting hole 11, the main rubber 3 cannot be tightened using a normal stainless steel tightening band 30 (see FIG. 8).

下水道本管2の先端部21に嵌め込んだ円筒ジョイントJの外周と円形取付穴11の内壁との間の隙間をマンホール充填材mで充填している。これにより、円筒ジョイントJとマンホール1との間の水密性と接続強度が確保される。   A gap between the outer periphery of the cylindrical joint J fitted into the distal end portion 21 of the sewer main pipe 2 and the inner wall of the circular mounting hole 11 is filled with a manhole filler m. Thereby, the watertightness and connection strength between the cylindrical joint J and the manhole 1 are ensured.

本発明の実施例2(請求項4、5に対応)を図6、図7に基づいて説明する。
図7に示す如く、下水道本管とマンホールの接続構造Bは、円筒状のマンホール1の円形取付穴11に円筒状の下水道本管2が円筒ジョイントKを介して接続されている。
A second embodiment (corresponding to claims 4 and 5) of the present invention will be described with reference to FIGS.
As shown in FIG. 7, in the sewer main and manhole connection structure B, a cylindrical sewer main 2 is connected to a circular mounting hole 11 of a cylindrical manhole 1 via a cylindrical joint K.

外形が円形取付穴11の内壁形状に近似する円筒ジョイントKは、本体ゴム7と、径大縮径リング81と、径大リング82と、径小縮径リング83と、径小リング84とを有する。   The cylindrical joint K whose outer shape approximates the inner wall shape of the circular mounting hole 11 includes the main body rubber 7, a large diameter reduced ring 81, a large diameter ring 82, a small diameter reduced ring 83, and a small diameter ring 84. Have.

マンホール1は、地中に垂直に掘った立坑に垂直状態に埋設され、側壁12に円形取付穴11が開けられている。円形取付穴11は、下水道本管2を遊嵌可能な大きさである。   The manhole 1 is embedded in a vertical state in a vertical shaft dug vertically in the ground, and a circular mounting hole 11 is formed in the side wall 12. The circular mounting hole 11 has a size capable of loosely fitting the sewer main pipe 2.

本体ゴム7は、位置決め用の凹溝71を外壁に周設した径大円筒部72と、外壁に位置決め用の凹溝73を周設し径大円筒部72より後方に位置する径小円筒部74と、径小円筒部74から前方に向かって径が増大していく径拡筒部75と、径拡筒部75と径大円筒部72とを連結する連結部76とを有する。   The main rubber 7 includes a large-diameter cylindrical portion 72 in which a positioning groove 71 is provided around the outer wall, and a small-diameter cylindrical portion that is provided behind the large-diameter cylindrical portion 72 by providing a positioning groove 73 in the outer wall. 74, a diameter-expanded cylindrical portion 75 whose diameter increases from the small-diameter cylindrical portion 74 toward the front, and a connecting portion 76 that connects the diameter-expanded cylindrical portion 75 and the large-diameter cylindrical portion 72.

径大円筒部72の凹溝71内には、径大縮径リング81(鉄製)が装嵌されている。
径大円筒部72には、径大リング82(鉄製)が内嵌されている。
径小円筒部74の凹溝73内には、径小縮径リング83(鉄製)が装嵌されている。
径小円筒部74には、径小リング84(鉄製)が内嵌されている。
A large-diameter reduced-diameter ring 81 (made of iron) is fitted in the concave groove 71 of the large-diameter cylindrical portion 72.
A large-diameter ring 82 (made of iron) is fitted into the large-diameter cylindrical portion 72.
A small-diameter reduced-diameter ring 83 (made of iron) is fitted in the concave groove 73 of the small-diameter cylindrical portion 74.
A small diameter ring 84 (made of iron) is fitted into the small diameter cylindrical portion 74.

本体ゴム7は、円筒の上下端に近づくほど前進し、円筒の左右端に近づくほど後退する反り形状を呈している。
また、径大縮径リング81と、径大リング82と、径小縮径リング83と、径小リング84は、各リングの上下端に近づくほど前進し、各リングの左右端に近づくほど後退する反り形状を呈している。
The main rubber 7 has a warped shape that advances as it approaches the upper and lower ends of the cylinder, and retreats as it approaches the left and right ends of the cylinder.
Further, the large-diameter reduced ring 81, the large-diameter ring 82, the small-diameter reduced-diameter ring 83, and the small-diameter ring 84 move forward as they approach the upper and lower ends of each ring, and retreat as they approach the left and right ends of each ring. It has a warped shape.

径大縮径リング81は、本実施例では、切れ目のある円弧環を、本体ゴム7の径大円筒部72の凹溝71内に嵌め込んだ後に、実施例1と同様の複数の縮径具を用いて円弧環を縮径させた状態で、溶接(連結手段)により一つの円環にしたものである。
径小縮径リング83は、本実施例では、切れ目のある円弧環を、本体ゴム7の径小円筒部74の凹溝73内に嵌め込んだ後に、実施例1と同様の複数の縮径具を用いて円弧環を縮径させた状態で、溶接(連結手段)により一つの円環にしたものである。
In the present embodiment, the large diameter reduction ring 81 has a plurality of diameter reductions similar to those in the first embodiment after fitting a cut arc ring into the concave groove 71 of the large diameter cylindrical portion 72 of the main rubber 7. A circular ring is reduced in diameter by using a tool, and is formed into one circular ring by welding (connecting means).
In this embodiment, the small diameter reduction ring 83 is formed by fitting a cut arc ring into the concave groove 73 of the small diameter cylindrical portion 74 of the main rubber 7 and then reducing the plurality of diameter reductions as in the first embodiment. A circular ring is reduced in diameter by using a tool, and is formed into one circular ring by welding (connecting means).

なお、円筒ジョイントKの外周と円形取付穴11の内壁との間の隙間、および円筒ジョイントKの内周と下水道本管2の外周との間の隙間にはマンホール充填材m、nが充填されている(図7参照)。   The clearance between the outer periphery of the cylindrical joint K and the inner wall of the circular mounting hole 11 and the clearance between the inner periphery of the cylindrical joint K and the outer periphery of the sewer main pipe 2 are filled with manhole fillers m and n. (See FIG. 7).

下水道本管とマンホールの接続構造Bは、下記の様にして施工される。
なお、マンホール1の側壁12に開けた円形取付穴11には、下水道本管2の先端部21が遊嵌されている。
The sewer main and manhole connection structure B is constructed as follows.
In addition, the front-end | tip part 21 of the sewer main pipe 2 is loosely fitted by the circular attachment hole 11 opened in the side wall 12 of the manhole 1. FIG.

本体ゴム7の径大円筒部72に径大リング82を内嵌し、本体ゴム7の径小円筒部74に径小リング84を内嵌する。
つぎに、本体ゴム7の径大円筒部72の凹溝71内に径大縮径リング81となる円弧環を嵌め込み、本体ゴム7の径小円筒部74の凹溝73内に径小縮径リング83となる円弧環を嵌め込む。
A large-diameter ring 82 is fitted into the large-diameter cylindrical portion 72 of the main rubber 7, and a small-diameter ring 84 is internally fitted to the small-diameter cylindrical portion 74 of the main rubber 7.
Next, an arc ring to be a large diameter reduced diameter ring 81 is fitted into the concave groove 71 of the large diameter cylindrical portion 72 of the main rubber 7, and the small diameter reduced diameter is inserted into the concave groove 73 of the small diameter cylindrical portion 74 of the main rubber 7. A circular ring to be the ring 83 is fitted.

各部材の嵌め込み位置は、例えば、円筒の上下端に近づくほど前進し円筒の左右端に近づくほど後退する様に反り形状の本体ゴム7の回動位置を固定した状態にして、各リングの上下端に近づくほど前進し各リングの左右端に近づくほど後退する様に反り形状の径大リング82、径小リング84、および各円弧環の回動位置を合わせた状態で嵌め込む。   The fitting position of each member is such that, for example, the rotational position of the warped body rubber 7 is fixed so that it moves forward as it approaches the upper and lower ends of the cylinder and retreats as it approaches the left and right ends of the cylinder. The warped shape large diameter ring 82, the small diameter ring 84, and the rotation positions of the respective arcuate rings are fitted in such a manner that it advances as it approaches the end and retreats as it approaches the left and right ends of each ring.

実施例1と同様の複数の縮径具を用い、円弧環、本体ゴム7の径大円筒部72、径大リング82を挟み部で挟み、締付用ネジを廻して切れ目が閉じるまで円弧環を縮径させる。そして、この状態で、閉じた切れ目を溶接(連結手段)して径大縮径リング81にする。 同様に、実施例1と同様の複数の縮径具を用い、円弧環、本体ゴム7の径小円筒部74、径小リング84を挟み部で挟み、締付用ネジを廻して切れ目が閉じるまで円弧環を縮径させる。そして、この状態で、閉じた切れ目を溶接(連結手段)して径小縮径リング83にする。
径大リング82および径小リング84が本体ゴム7の形崩れを防止し、径大縮径リング81および径小縮径リング83が本体ゴム7を縮径する。
径大縮径リング81が本体ゴム7の径大円筒部72を縮径することにより、径大リング82の外周面と径大円筒部72の内周面とが圧着され水密性能が確保される。
また、径小縮径リング83が本体ゴム7の径小円筒部74を縮径することにより、径小リング84の外周面と径小円筒部74の内周面とが圧着され水密性能が確保される{図9の(b)参照}。
A plurality of diameter reducing tools similar to those of the first embodiment are used, the circular ring, the large-diameter cylindrical portion 72 of the main rubber 7 and the large-diameter ring 82 are sandwiched by the pinching portions, and the circular ring is rotated until the cut is closed by turning the tightening screw. Reduce the diameter. In this state, the closed cut is welded (connecting means) to form a large diameter reduced ring 81. Similarly, a plurality of diameter reducing tools similar to those of the first embodiment are used, the circular ring, the small diameter cylindrical portion 74 of the main rubber 7 and the small diameter ring 84 are sandwiched between the sandwiched portions, and the cut is closed by turning the tightening screw. Reduce the diameter of the arc ring to Then, in this state, the closed cut is welded (connecting means) to form a reduced diameter ring 83.
The large diameter ring 82 and the small diameter ring 84 prevent the main body rubber 7 from being deformed, and the large diameter reduced diameter ring 81 and the small diameter reduced diameter ring 83 reduce the diameter of the main body rubber 7.
The large diameter reducing ring 81 reduces the diameter of the large cylindrical portion 72 of the main rubber 7 so that the outer peripheral surface of the large diameter ring 82 and the inner peripheral surface of the large diameter cylindrical portion 72 are pressure-bonded to ensure watertight performance. .
Further, the small diameter reducing ring 83 reduces the diameter of the small diameter cylindrical portion 74 of the main body rubber 7 so that the outer peripheral surface of the small diameter ring 84 and the inner peripheral surface of the small diameter cylindrical portion 74 are pressure-bonded to ensure watertight performance. {See FIG. 9B}.

つぎに、径大縮径リング81および径小縮径リング83を装嵌した円筒ジョイントKをマンホール内1から下水道本管2の先端部21に嵌め込む。
そして、円筒ジョイントKの外周と円形取付穴11の内壁との間の隙間および、円筒ジョイントKの内周と下水道本管2の外壁との間の隙間にマンホール充填材mを充填する。
Next, the cylindrical joint K fitted with the large diameter reduced diameter ring 81 and the small diameter reduced diameter ring 83 is fitted into the distal end portion 21 of the sewer main pipe 2 from the inside 1 of the manhole.
Then, the manhole filling material m is filled in the gap between the outer circumference of the cylindrical joint K and the inner wall of the circular mounting hole 11 and the gap between the inner circumference of the cylindrical joint K and the outer wall of the sewer main pipe 2.

本実施例の下水道本管とマンホールの接続構造Bは、以下の利点を有する。
マンホール1の側壁12に開けた円形取付穴11に下水道本管2の先端部21を遊嵌し、外形が円形取付穴11の内壁形状に近似した円筒ジョイントKを先端部21に嵌め込む構造であるので、マンホール1の側壁12の円形取付穴11内に円筒ジョイントKが収まる。
このため、円筒ジョイントKがマンホール1内部の突起物にならず、下水の流下を阻害せず、メンテナンスの邪魔にもならない。
また、円筒ジョイントKの外周と円形取付穴11とのシール部分が長く取れるので、水密性や可とう性能および接続強度に優れる。
The sewer main and manhole connection structure B of this embodiment has the following advantages.
The tip 21 of the sewer main pipe 2 is loosely fitted in the circular mounting hole 11 opened in the side wall 12 of the manhole 1, and the cylindrical joint K whose outer shape approximates the inner wall shape of the circular mounting hole 11 is fitted in the tip 21. Therefore, the cylindrical joint K is accommodated in the circular mounting hole 11 on the side wall 12 of the manhole 1.
For this reason, the cylindrical joint K does not become a protrusion inside the manhole 1, does not hinder the flow of sewage, and does not disturb maintenance.
Moreover, since the seal part between the outer periphery of the cylindrical joint K and the circular mounting hole 11 can be taken long, the water tightness, the flexible performance, and the connection strength are excellent.

切れ目のある円弧環を凹溝71、73内に嵌め込んだ後に、縮径具を用いて各円弧環を縮径させた状態で溶接(連結手段)により一つの円環にして径大縮径リング81および径小縮径リング83としているため、本体ゴム7を均一的に締め付けることができる。なお、円筒ジョイントKの本体ゴム7が円形取付穴11の内壁形状に近似しているため、通常のステンレス締め付けバンドを使って本体ゴム7を締め付けることができない。   After fitting a cut arc ring in the concave grooves 71 and 73, each arc ring is reduced in diameter using a diameter reducing tool, and is welded (connecting means) into one circular ring by large diameter reduction. Since the ring 81 and the reduced diameter ring 83 are used, the main rubber 7 can be uniformly tightened. Since the main rubber 7 of the cylindrical joint K approximates the shape of the inner wall of the circular mounting hole 11, the main rubber 7 cannot be tightened using a normal stainless steel tightening band.

下水道本管2の先端部21に嵌め込んだ円筒ジョイントKの外周と円形取付穴11の内壁との間の隙間、および円筒ジョイントKの内周と下水道本管2の外壁との間の隙間をマンホール充填材mで充填している。これにより、円筒ジョイントKとマンホール1との間の水密性、および円筒ジョイントKと下水道本管2との間の水密性が確保される。
なお、円筒ジョイントKの内周と下水道本管2の外壁との間の隙間をマンホール充填材mで充填する構造であるので、下水道本管2の表面が凸凹のヒューム菅でも水密性を維持することができる。
A gap between the outer periphery of the cylindrical joint K fitted into the tip 21 of the sewer main pipe 2 and the inner wall of the circular mounting hole 11 and a gap between the inner circumference of the cylindrical joint K and the outer wall of the sewer main pipe 2 Filled with manhole filler m. Thereby, the watertightness between the cylindrical joint K and the manhole 1 and the watertightness between the cylindrical joint K and the sewer main 2 are ensured.
Since the gap between the inner periphery of the cylindrical joint K and the outer wall of the sewer main 2 is filled with the manhole filler m, the water-tightness is maintained even if the surface of the sewer main 2 is uneven. be able to.

本発明は、上記実施例以外に、つぎの実施態様を含む。
a.縮径リング、径大縮径リング、径小縮径リングは、切れ目のある円弧環以外に複数個に分割した円弧環であっても良い。また、連結手段は、溶接以外に、ねじ止め、掛止などであっても良い。
b.径大リング、径小リング、縮径リング、径大縮径リング、径小縮径リングは、鉄以外の金属(例:ステンレス)であっても良い。
c.縮径具は、単体であっても良い(図10、図11参照)。また、レバーブロックやチェンブロック等の締具を使用しても良い。
The present invention includes the following embodiments in addition to the above embodiments.
a. The reduced-diameter ring, the large-diameter reduced-diameter ring, and the small-diameter-reduced-diameter ring may be an arc ring that is divided into a plurality of parts in addition to the cut arc ring. Further, the connecting means may be screwing, hooking or the like in addition to welding.
b. The large-diameter ring, small-diameter ring, reduced-diameter ring, large-diameter reduced-diameter ring, and small-diameter reduced-diameter ring may be a metal other than iron (eg, stainless steel).
c. The diameter reducing tool may be a single unit (see FIGS. 10 and 11). Moreover, you may use fasteners, such as a lever block and a chain block.

この下水道本管とマンホールの接続構造を採用すれば、マンホールの側壁の円形取付穴に円筒ジョイントが収まるので、マンホール内部の突起物にならず、下水の流下を阻害せず、メンテナンスの邪魔にもならない。   If this sewer main and manhole connection structure is adopted, the cylindrical joint fits in the circular mounting hole on the side wall of the manhole, so it does not become a protrusion inside the manhole, does not hinder the flow of sewage, and disturbs maintenance. Don't be.

A、B 下水道本管とマンホールの接続構造
J、K 円筒ジョイント
m マンホール充填材
1 マンホール
2 下水道本管
3、7 本体ゴム
4、82 径大リング
5、84 径小リング
6 縮径リング
11 円形取付穴
12 側壁
21 先端部
32、72 径大円筒部
33 リップ
34、74 径小円筒部
35、76 連結部
60 円弧環
61 縮径具
62 溶接(連結手段)
75 径拡筒部
81 径大縮径リング
83 径小縮径リング
A, B Sewer main and manhole connection structure J, K Cylindrical joint m Manhole filler 1 Manhole 2 Sewer main 3, 7 Body rubber 4, 82 Large ring 5, 84 Small ring 6 Reduced ring 11 Circular mounting Hole 12 Side wall 21 Front end portion 32, 72 Large diameter cylindrical portion 33 Lip 34, 74 Small diameter cylindrical portion 35, 76 Connection portion 60 Arc ring 61 Diameter reducing tool 62 Welding (connection means)
75 Diameter expansion cylinder part 81 Diameter large diameter reduction ring 83 Diameter small diameter reduction ring

Claims (6)

略垂直に埋設される円筒状のマンホールの側壁に開けた円形取付穴に、円筒状の下水道本管が遊嵌され、前記円形取付穴の内壁形状に近似させた円筒ジョイントをマンホール内から前記下水道本管の先端部に嵌め込んだ下水道本管とマンホールの接続構造であって、 前記円筒ジョイントは、
径大円筒部、内壁面にリップを周設した径小円筒部、および前記径大円筒部と前記径小円筒部とを先端側で連結する連結部を有する本体ゴムと、
前記径大円筒部に内嵌される径大リングと、
前記径小円筒部に外嵌される径小リングと、
前記径大円筒部の外周に装嵌される縮径リングとからなり、
前記本体ゴム、径大リング、径小リング、前記縮径リングは、各々、上下端に近づくほど前進し左右端に近づくほど後退する反り形状であることを特徴とする下水道本管とマンホールの接続構造。
A cylindrical sewer main is loosely fitted in a circular mounting hole opened in the side wall of a cylindrical manhole embedded substantially vertically, and a cylindrical joint approximating the inner wall shape of the circular mounting hole is inserted into the sewer from the manhole. It is a connection structure of a sewer main and a manhole fitted at the tip of a main pipe, and the cylindrical joint is
A main body rubber having a large-diameter cylindrical portion, a small-diameter cylindrical portion in which a lip is provided around an inner wall surface, and a connecting portion that connects the large-diameter cylindrical portion and the small-diameter cylindrical portion on a distal end side;
A large-diameter ring fitted into the large-diameter cylindrical portion;
A small-diameter ring externally fitted to the small-diameter cylindrical portion;
It consists of a reduced diameter ring fitted on the outer periphery of the large diameter cylindrical portion,
The main rubber, large-diameter ring, small-diameter ring, and reduced-diameter ring each have a warped shape that advances as it approaches the upper and lower ends and retreats as it approaches the left and right ends. Construction.
前記縮径リングは、複数の円弧環、または切れ目のある円弧環を前記径大円筒部の外周に嵌め込んだ後に、縮径具を用いて前記円弧環を縮径させた状態で、溶接、ねじ止め、掛止などの連結手段により一つの円環にしたことを特徴とする請求項1に記載の下水道本管とマンホールの接続構造。   The reduced diameter ring is welded in a state where a plurality of arc rings or a cut arc ring is fitted to the outer periphery of the large diameter cylindrical portion, and then the arc ring is reduced in diameter using a diameter reducing tool. 2. The sewer main and manhole connection structure according to claim 1, wherein the ring is formed into a single ring by connecting means such as screwing and hooking. 前記下水道本管の先端部に嵌め込んだ前記円筒ジョイントの外周と前記円形取付穴の内壁との間の隙間をマンホール充填材で充填したことを特徴とする請求項1または請求項2に記載の下水道本管とマンホールの接続構造。   The clearance gap between the outer periphery of the said cylindrical joint fitted in the front-end | tip part of the said sewer main and the inner wall of the said circular attachment hole was filled with the manhole filler, The Claim 1 or Claim 2 characterized by the above-mentioned. Connection structure of the sewer main and manhole. 略垂直に埋設される円筒状のマンホールの側壁に開けた円形取付穴に、円筒状の下水道本管が遊嵌され、前記円形取付穴の内壁形状に近似させた円筒ジョイントをマンホール内から前記下水道本管の先端部に嵌め込んだ下水道本管とマンホールの接続構造であって、 前記円筒ジョイントは、
径大円筒部、前記径大円筒部より後方に位置する径小円筒部、該径小円筒部から前方に向かって径が増大していく径拡筒部、および該径拡筒部と前記径大円筒部とを連結する連結部を有する本体ゴムと、
前記径大円筒部の外周に装嵌される径大縮径リングと、
前記径大円筒部に内嵌される径大リングと、
前記径小円筒部の外周に装嵌される径小縮径リングと、
前記径小円筒部に内嵌される径小リングとからなり、
前記本体ゴム、前記径大縮径リング、前記径大リング、前記径小縮径リング、前記径小リングは、各々、上下端に近づくほど前進し左右端に近づくほど後退する反り形状であることを特徴とする下水道本管とマンホールの接続構造。
A cylindrical sewer main is loosely fitted in a circular mounting hole opened in the side wall of a cylindrical manhole embedded substantially vertically, and a cylindrical joint approximating the inner wall shape of the circular mounting hole is inserted into the sewer from the manhole. It is a connection structure of a sewer main and a manhole fitted at the tip of a main pipe, and the cylindrical joint is
A large-diameter cylindrical portion, a small-diameter cylindrical portion located behind the large-diameter cylindrical portion, a large-diameter cylindrical portion whose diameter increases from the small-diameter cylindrical portion toward the front, and the large-diameter cylindrical portion and the diameter A main body rubber having a connecting portion for connecting the large cylindrical portion;
A large diameter reduction ring fitted on the outer periphery of the large diameter cylindrical portion;
A large-diameter ring fitted into the large-diameter cylindrical portion;
A small diameter reduction ring fitted to the outer periphery of the small diameter cylindrical portion;
It consists of a small diameter ring fitted inside the small diameter cylindrical part,
The main rubber, the large diameter reduced ring, the large diameter ring, the small diameter reduced ring, and the small diameter ring each have a warped shape that advances as it approaches the upper and lower ends and retreats as it approaches the left and right ends. A sewer main and manhole connection structure.
前記径大縮径リングおよび前記径小縮径リングは、複数の円弧環、または切れ目のある円弧環を、前記径大円筒部の外周および前記径小円筒部の外周に嵌め込んだ後に、縮径具を用いて前記円弧環を縮径させた状態で、溶接、ねじ止め、掛止などの連結手段により一つの円環にしたことを特徴とする請求項4に記載の下水道本管とマンホールの接続構造。   The large diameter-reducing ring and the small diameter-reducing ring are formed by fitting a plurality of arc rings or cut arc rings to the outer periphery of the large-diameter cylindrical portion and the outer periphery of the small-diameter cylindrical portion. The sewer main and manhole according to claim 4, wherein the circular ring is reduced in diameter by using a diameter tool and is formed into a single ring by a connecting means such as welding, screwing, or hooking. Connection structure. 前記下水道本管の先端部に嵌め込んだ前記円筒ジョイントの外周と前記円形取付穴の内壁との間の隙間および、前記円筒ジョイントの内周と前記下水道本管の外壁との間の隙間をマンホール充填材で充填したことを特徴とする請求項4または請求項5に記載の下水道本管とマンホールの接続構造。   A manhole is formed between the outer periphery of the cylindrical joint and the inner wall of the circular mounting hole fitted into the distal end portion of the sewer main, and the inner periphery of the circular joint and the outer wall of the sewer main. 6. The sewer main and manhole connection structure according to claim 4 or 5, wherein the structure is filled with a filler.
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CN107246027A (en) * 2017-07-07 2017-10-13 张艳红 The universal prefabricated assembled inspection shaft of displacement compensating type

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