JP2009057714A - Structure for connecting manhole and sewer main together - Google Patents

Structure for connecting manhole and sewer main together Download PDF

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Publication number
JP2009057714A
JP2009057714A JP2007224036A JP2007224036A JP2009057714A JP 2009057714 A JP2009057714 A JP 2009057714A JP 2007224036 A JP2007224036 A JP 2007224036A JP 2007224036 A JP2007224036 A JP 2007224036A JP 2009057714 A JP2009057714 A JP 2009057714A
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Prior art keywords
manhole
diameter portion
outer periphery
sewer main
rigid
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JP2007224036A
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Japanese (ja)
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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

<P>PROBLEM TO BE SOLVED: To provide a structure for connecting a manhole and a sewer main together, which facilitates construction, which is superior in cut-off properties, and which does not decrease in the strength of the manhole. <P>SOLUTION: This structure A for connecting the manhole and the sewer main together is constructed through the following steps: a steel pipe 2, into which rubber packing 4 is fitted, is pressed into a mounting hole 12 from the inside of the manhole 1 so that a locking portion 24 can abut on an inner wall 13 of the manhole; a large-diameter portion 31 of a cylindrical rubber body 3 is fitted into the outer periphery of the steel pipe 2 protruding to the outside of the manhole 1, on the outside of the manhole 1; and the sewer main 5 is propelled in the cylindrical rubber body 3, and fixed to the cylindrical rubber body 3 by fastening a stainless steel band 35 on the outer periphery of a small-diameter portion 32. Since water is structurally sealed with the rubber packing 4, the structure is easily constructible and superior in the cut-off properties. Additionally, since a hole is not drilled in the side wall 11 of the manhole 1 and an anchor bolt etc. are not driven into it, the strength of the manhole 1 is not decreased. <P>COPYRIGHT: (C)2009,JPO&INPIT

Description

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

下水道本管と汚水枡間の接続に、環状凸状を外周に設けたゴム継手を用いる技術が知られている(特許文献1参照)。
また、図10に示す様に、マンホール100の側壁101に、立坑102内からアンカーボルト103を打ち込み、可撓性円筒体104を取り付けた剛性管105のフランジ106(全周)に開けた連通孔107から突き出たアンカーボルト103にナット108を捩じ込んで固定する、下水道本管とマンホールとの接続構造Cも知られている。
特開2002−54220号公報
A technique using a rubber joint provided with an annular convex shape on the outer periphery for connection between a sewer main and a sewage tank is known (see Patent Document 1).
Further, as shown in FIG. 10, a communication hole is formed in the flange 106 (entire circumference) of the rigid tube 105 to which the anchor bolt 103 is driven from the shaft 102 into the side wall 101 of the manhole 100 and the flexible cylindrical body 104 is attached. A connection structure C between a sewer main and a manhole in which a nut 108 is screwed and fixed to an anchor bolt 103 protruding from 107 is also known.
JP 2002-54220 A

上記特許文献1は、ゴム継手による、下水道本管と汚水枡間の接続に手間がかかるという課題がある。
また、下水道本管とマンホールとの接続構造Cは、下記の課題を有する。
側壁101にアンカーボルト103を打ち込んで、ボルトにナット108を捩じ込む必要があるため、手間がかかる。
アンカーボルト103の打ち込みにより、マンホール100の強度が低下する。
二本以上の下水道本管を、別の方向からマンホール100に取り付ける場合、フランジ106どうしが干渉して下水道本管を一本しか取り付けられない場合がある。
全周フランジは、コストがかかる。
The said patent document 1 has the subject that the connection between a sewer main and a sewage trough by a rubber joint takes time.
Moreover, the connection structure C of a sewer main and a manhole has the following subject.
Since it is necessary to drive the anchor bolt 103 into the side wall 101 and screw the nut 108 into the bolt, it takes time and effort.
By driving the anchor bolt 103, the strength of the manhole 100 is lowered.
When two or more sewer mains are attached to the manhole 100 from different directions, the flanges 106 may interfere with each other and only one sewer main may be attached.
The all-around flange is expensive.

本発明の目的は、施工が容易であるとともに止水性に優れ、マンホールの強度低下を招かないマンホールと下水道本管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 manhole and a sewer main that is easy to construct and excellent in water-stopping properties and does not cause a decrease in manhole strength.

(請求項1について)
請求項1のマンホールと下水道本管との接続構造は、立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、遊びがある状態に本管端部を嵌め込んだ断面円形の下水道本管を、剛性円管と可撓性円筒体と弾性パッキンとを具備する可撓ジョイントを用いて接続している。
(About claim 1)
The connection structure between the manhole and the sewer main of claim 1 has a circular cross-section in which the end of the main pipe is fitted into a circular mounting hole provided in the side wall of the manhole installed in the shaft while there is play. The sewer main pipe is connected using a flexible joint including a rigid circular pipe, a flexible cylindrical body, and an elastic packing.

可撓ジョイントの剛性円管は、側壁より長い円筒部の外周の前後に一対のパッキンストッパーを周設して間に弾性パッキンを装入し、マンホール内壁へ当接する係止部を円管後端に設けている。
可撓ジョイントの可撓性円筒体は、マンホール外側へ突き出た円筒部の外周を外嵌する径大部、下水道本管の外周を外嵌する径小部、および径小部と径大部との間に位置する径拡部を有し、径大部外周および径小部外周に締具を取り付けている。
The rigid joint of the flexible joint has a pair of packing stoppers around the outer periphery of the cylindrical part that is longer than the side wall, and an elastic packing is inserted between them. Provided.
The flexible cylindrical body of the flexible joint includes a large-diameter portion that externally fits the outer periphery of the cylindrical portion protruding outward from the manhole, a small-diameter portion that externally fits the outer periphery of the sewer main, and a small-diameter portion and a large-diameter portion. And a fastener is attached to the outer periphery of the large diameter portion and the outer periphery of the small diameter portion.

施工は、以下の様に行う。
パッキンストッパー間に弾性パッキンを装入した剛性円管を、係止部がマンホール内壁に当接する様に、マンホールの内側から剛性円管を取付孔へ圧入する。なお、取付孔内壁と剛性円管外周面との間の隙間にシール材をマンホール外側から充填すれば止水性がより一層、向上する。
可撓性円筒体の径大部を、マンホール外側へ突き出た剛性円管の外周へマンホール外側で嵌め込む。
先端がマンホール内壁に臨む位置まで下水道本管を可撓ジョイント内で推進させ、径小部外周の締具を立坑内で締め付けて下水道本管を可撓性円筒体に固定する。
Construction is performed as follows.
The rigid circular tube in which the elastic packing is inserted between the packing stoppers is press-fitted into the mounting hole from the inside of the manhole so that the locking portion comes into contact with the inner wall of the manhole. In addition, if a sealing material is filled into the gap between the inner wall of the mounting hole and the outer peripheral surface of the rigid tube from the outside of the manhole, the water stoppage is further improved.
The large-diameter portion of the flexible cylindrical body is fitted outside the manhole to the outer periphery of the rigid circular tube protruding outside the manhole.
The sewer main is propelled in the flexible joint to the position where the tip faces the inner wall of the manhole, and the clamp on the outer periphery of the small diameter portion is tightened in the shaft to fix the sewer main to the flexible cylindrical body.

請求項1のマンホールと下水道本管との接続構造は、一対のパッキンストッパー間に装入した弾性パッキンにより止水する構造であるので、施工が容易であるとともに止水性に優れる。また、マンホールの側壁に、穴を開けたりアンカーボルト等を打ち込まないので、マンホールの強度低下を招かない。
なお、剛性円管を取付孔へ圧入する際にマンホール内壁に係止部が当接すれば良く、剛性円管の後端をフランジ状にする必要はない。
Since the connection structure between the manhole and the sewer main of claim 1 is a structure in which water is stopped by an elastic packing inserted between a pair of packing stoppers, construction is easy and water-stopping is excellent. In addition, since no holes or anchor bolts are driven into the side wall of the manhole, the manhole strength is not reduced.
Note that when the rigid circular tube is press-fitted into the mounting hole, the locking portion only needs to abut on the inner wall of the manhole, and the rear end of the rigid circular tube does not need to be flanged.

(請求項2について)
剛性円管の係止部を含む円管後端の曲率をマンホール内壁の曲率と同じにすれば、マンホール内壁面から、剛性円管の後端部分が食み出ない(マンホール内壁に当接する係止部は除く)ので、工事完了以降にマンホール内で行う保守作業の邪魔にならない。
一対のパッキンストッパーの周設曲率を取付孔内壁の曲率と同じにすれば、パッキンストッパー間に装入する弾性パッキンの配設曲率も取付孔内壁の曲率と同じになり、弾性パッキンによる止水能力が大幅に向上する。
弾性パッキンが取付孔内壁から食み出ないため、どんな曲率のマンホールや、角形のマンホールでも止水が可能となる。
(About claim 2)
If the curvature of the rear end of the circular tube including the locking portion of the rigid circular tube is made the same as the curvature of the inner wall of the manhole, the rear end portion of the rigid circular tube does not protrude from the inner wall of the manhole (the contact with the inner wall of the manhole). Therefore, it will not interfere with maintenance work in the manhole after the completion of construction.
If the circumferential curvature of the pair of packing stoppers is the same as the curvature of the inner wall of the mounting hole, the installed curvature of the elastic packing inserted between the packing stoppers will be the same as the curvature of the inner wall of the mounting hole, and the water sealing ability by the elastic packing Is greatly improved.
Since the elastic packing does not protrude from the inner wall of the mounting hole, water can be stopped even with manholes of any curvature and rectangular manholes.

(請求項3について)
パッキンストッパー間に弾性パッキンを装入した剛性円管を、係止部がマンホール内壁に当接するまで、マンホールの内側から剛性円管を取付孔へ圧入する(剛性円管圧入工程)。圧入する際に、弾性パッキンのリブ山が取付孔の内壁へ押圧されて潰れることにより、高い止水性が得られる。なお、剛性円管圧入後に、取付孔内壁と剛性円管外周面との間の隙間にシール材をマンホール外側から充填すれば止水性がより一層、向上する。また、係止部がマンホール内壁に当接するまで圧入する際に、円管前端が取付孔からマンホール外側へ突き出る様に剛性円管の軸方向の長さが設定されている。
(Claim 3)
The rigid circular tube in which the elastic packing is inserted between the packing stoppers is press-fitted into the mounting hole from the inside of the manhole until the locking portion comes into contact with the inner wall of the manhole (rigid circular tube press-fitting process). When press-fitting, the rib crest of the elastic packing is pressed against the inner wall of the mounting hole and is crushed, so that high water-stopping property is obtained. If the sealing material is filled into the gap between the inner wall of the mounting hole and the outer peripheral surface of the rigid circular tube from the outside of the manhole after the rigid circular tube is press-fitted, the water stoppage is further improved. The axial length of the rigid circular tube is set so that the front end of the circular tube protrudes from the mounting hole to the outside of the manhole when press-fitting until the locking portion comes into contact with the inner wall of the manhole.

径大部、径小部、および径拡部を有し、径大部外周および径小部外周に締具を取り付けた可撓性円筒体の径大部を、マンホール外側へ突き出た剛性円管前端の外周へマンホール外側で嵌め込む(可撓性円筒体嵌込工程)。
下水道本管の端部がマンホール内壁に臨む位置まで可撓性円筒体内を推進させ、径小部外周の締具をマンホール外で締め付け、下水道本管を可撓ジョイントに固定する(下水道本管固定工程)。
A rigid circular tube having a large-diameter portion, a small-diameter portion, and a large-diameter portion, and a large-diameter portion of a flexible cylindrical body with a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion Fit on the outer periphery of the front end outside the manhole (flexible cylindrical body fitting step).
Push the inside of the flexible cylinder to the position where the end of the sewer main unit faces the inner wall of the manhole, tighten the clamp on the outer periphery of the small diameter part outside the manhole, and fix the sewer main unit to the flexible joint (fixing the sewer main unit) Process).

施工現場で行う作業としては、下水道本管の端部がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、径小部外周の締具をマンホール外側で締め付け、下水道本管を可撓ジョイントに固定する。これ以外の作業は、全て施工現場以外の作業場(製造工場等)で行う。   As the work to be performed at the construction site, the inside of the flexible joint is propelled to the position where the end of the sewer main faces the inner wall of the manhole, the fastener on the outer periphery of the small diameter portion is tightened outside the manhole, and the sewer main is turned into the flexible joint. Fix it. All other work is performed at a workplace (such as a manufacturing factory) other than the construction site.

パッキンストッパー間に装入した弾性パッキンのリブ山を取付孔の内壁に押圧して潰すことにより止水する構造であるので、施工が容易であるとともに止水性に優れる。
マンホールの側壁に、穴を開けたりアンカーボルト等を打ち込む必要がないので、マンホールの強度低下を招かない。なお、マンホール内から剛性円管を取付孔へ圧入して係止部をマンホール内壁に当接させれば良いので、剛性円管の後端をフランジ状にする必要はない。
Since the structure is such that the water is stopped by pressing and crushing the rib crests of the elastic packing inserted between the packing stoppers against the inner wall of the mounting hole, the construction is easy and the water stop is excellent.
Since it is not necessary to make a hole or drive an anchor bolt or the like in the side wall of the manhole, the strength of the manhole is not reduced. Note that it is only necessary to press-fit the rigid tube from the manhole into the mounting hole and bring the locking portion into contact with the inner wall of the manhole. Therefore, the rear end of the rigid tube does not need to be flanged.

(請求項4について)
請求項4のマンホールと下水道本管との接続構造は、立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、遊びがある状態に本管端部を嵌め込んだ断面円形の下水道本管を、剛性円管と可撓性円筒体と弾性パッキンとを具備する可撓ジョイントを用いて接続している。
(About claim 4)
The connection structure between the manhole and the sewer main of claim 4 has a circular cross-section in which the end of the main pipe is fitted with play in a circular mounting hole provided in the side wall of the manhole installed in the shaft. The sewer main pipe is connected using a flexible joint including a rigid circular pipe, a flexible cylindrical body, and an elastic packing.

可撓ジョイントの剛性円管は、側壁より長い円筒部の外周の前後に一対のパッキンストッパーを周設して間に弾性パッキンを装入し、複数の固定具により取付孔内へ同軸的に固定される。
可撓ジョイントの可撓性円筒体は、マンホール外側へ突き出た円筒部の外周を外嵌する径大部、下水道本管の外周を外嵌する径小部、および径小部と径大部との間に位置する径拡部を有し、径大部外周および径小部外周に締具を取り付けている。
The rigid joint rigid tube has a pair of packing stoppers around the outer circumference of the cylindrical part that is longer than the side wall, with elastic packing inserted between them, and is fixed coaxially in the mounting hole by multiple fixtures. Is done.
The flexible cylindrical body of the flexible joint includes a large-diameter portion that externally fits the outer periphery of the cylindrical portion protruding outward from the manhole, a small-diameter portion that externally fits the outer periphery of the sewer main, and a small-diameter portion and a large-diameter portion. And a fastener is attached to the outer periphery of the large diameter portion and the outer periphery of the small diameter portion.

施工は、以下の様に行う。
パッキンストッパー間に弾性パッキンを装入した剛性円管を、係止部がマンホール内壁に当接する様に、マンホールの内側から剛性円管を取付孔へ圧入する。なお、取付孔内壁と剛性円管外周面との間の隙間にシール材をマンホール外側から充填すれば止水性がより一層、向上する。
複数の固定具により剛性円管を取付孔へ同軸的に固定する。
可撓性円筒体の径大部を、マンホール外側へ突き出た剛性円管の外周へマンホール外側で嵌め込む。径大部外周の締具を締め付けて、可撓性円筒体の径大部を剛性円管へ固定する。端部の先端がマンホール内壁に臨む位置まで下水道本管を可撓ジョイント内で推進させ、径小部外周の締具をマンホール外で締め付けて下水道本管を可撓性円筒体に固定する。
Construction is performed as follows.
The rigid circular tube in which the elastic packing is inserted between the packing stoppers is press-fitted into the mounting hole from the inside of the manhole so that the locking portion comes into contact with the inner wall of the manhole. In addition, if a sealing material is filled into the gap between the inner wall of the mounting hole and the outer peripheral surface of the rigid tube from the outside of the manhole, the water stoppage is further improved.
The rigid circular tube is coaxially fixed to the mounting hole by a plurality of fixtures.
The large-diameter portion of the flexible cylindrical body is fitted outside the manhole to the outer periphery of the rigid circular tube protruding outside the manhole. The fastener on the outer periphery of the large diameter portion is tightened to fix the large diameter portion of the flexible cylindrical body to the rigid circular tube. The sewer main pipe is propelled inside the flexible joint until the tip of the end faces the inner wall of the manhole, and the small diameter outer peripheral fastener is tightened outside the manhole to fix the sewer main pipe to the flexible cylindrical body.

請求項4のマンホールと下水道本管との接続構造は、一対のパッキンストッパー間に装入した弾性パッキンにより止水する構造であるので、施工が容易であるとともに止水性に優れる。また、マンホールの側壁に、穴を開けたりアンカーボルト等を打ち込まないので、マンホールの強度低下を招かない。
複数の固定具により、取付孔内へ可撓ジョイントの剛性円管を同軸的に固定する構造であるので、マンホール内へ剛性円管後端(係止部)が突出しないとともに、剛性円管に係止部を設ける必要がない。
The connection structure between the manhole and the sewer main of claim 4 is a structure in which water is stopped by an elastic packing inserted between a pair of packing stoppers, so that construction is easy and water-stopping is excellent. In addition, since no holes or anchor bolts are driven into the side wall of the manhole, the manhole strength is not reduced.
Since the rigid circular tube of the flexible joint is coaxially fixed in the mounting hole by a plurality of fixtures, the rigid circular tube rear end (locking portion) does not protrude into the manhole, and the rigid circular tube There is no need to provide a locking portion.

(請求項5について)
円管後端の曲率をマンホール内壁の曲率と同じにすれば、マンホール内壁面から、剛性円管の後端部分が食み出ないので、工事完了以降にマンホール内で行う保守作業の邪魔にならない。
一対のパッキンストッパーの周設曲率を取付孔内壁の曲率と同じにすれば、パッキンストッパー間に装入する弾性パッキンの配設曲率も取付孔内壁の曲率と同じになり、弾性パッキンによる止水能力が大幅に向上する。
弾性パッキンが取付孔内壁から食み出ないため、どんな曲率のマンホールや、角形のマンホールでも止水が可能となる。
(Claim 5)
If the curvature of the rear end of the circular tube is made the same as the curvature of the inner wall of the manhole, the rear end of the rigid circular tube will not protrude from the inner wall of the manhole, so it will not interfere with the maintenance work performed in the manhole after the completion of construction. .
If the circumferential curvature of the pair of packing stoppers is the same as the curvature of the inner wall of the mounting hole, the installed curvature of the elastic packing inserted between the packing stoppers will be the same as the curvature of the inner wall of the mounting hole, and the water sealing ability by the elastic packing Is greatly improved.
Since the elastic packing does not protrude from the inner wall of the mounting hole, water can be stopped even with manholes of any curvature and rectangular manholes.

(請求項6について)
以下に示す施工手順で、マンホールと下水道本管とを接続する。
施工現場以外の作業場(製造工場等)で、剛性円管の管外周の前後に周設した一対のパッキンストッパー間に弾性パッキンを装入する(パッキン装入工程)。
パッキンストッパー間に弾性パッキンを装入した剛性円管を、マンホール内壁に円管後端が臨む位置まで、マンホール外側から剛性円管を取付孔へ圧入する(剛性円管圧入工程)。圧入する際に、弾性パッキンのリブ山が取付孔の内壁へ押圧されて潰れることにより、高い止水性が得られる。なお、剛性円管圧入後に、取付孔内壁と剛性円管外周面との間の隙間にシール材をマンホール外側から充填すれば止水性がより一層、向上する。また、円管後端をマンホール内壁に臨む位置まで剛性円管を取付孔へ圧入した際に、円管前部が取付孔からマンホール外側へ突き出る様に剛性円管の軸方向の長さが設定されている。
(About claim 6)
The manhole and the sewer main are connected by the following construction procedure.
Elastic packing is inserted between a pair of packing stoppers provided around the outer periphery of the rigid circular pipe at a work site (manufacturing factory, etc.) other than the construction site (packing charging process).
The rigid circular tube with elastic packing inserted between the packing stoppers is pressed into the mounting hole from the outside of the manhole to the position where the rear end of the circular tube faces the manhole inner wall (rigid circular tube press-fitting process). When press-fitting, the rib crest of the elastic packing is pressed against the inner wall of the mounting hole and is crushed, so that high water-stopping property is obtained. If the sealing material is filled into the gap between the inner wall of the mounting hole and the outer peripheral surface of the rigid circular tube from the outside of the manhole after the rigid circular tube is press-fitted, the water stoppage is further improved. The axial length of the rigid tube is set so that when the rigid tube is pressed into the mounting hole until the rear end of the tube faces the inner wall of the manhole, the front of the tube protrudes from the mounting hole to the outside of the manhole. Has been.

剛性円管後端に取り付けた複数の固定具により、剛性円管を取付孔へ同軸的に固定する(剛性円管固定工程)。
径大部、径小部、および径拡部を有し、径大部外周および径小部外周に締具を取り付けた可撓性円筒体の径大部を、マンホール外側へ突き出た剛性円管後端の外周へマンホール外側で嵌め込む(可撓性円筒体嵌込工程)。
下水道本管の端部の先端がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、径小部外周の締具をマンホール外側で締め付け、下水道本管をジョイントに固定する(下水道本管固定工程)。
The rigid tube is coaxially fixed to the mounting hole by a plurality of fixtures attached to the rear end of the rigid tube (rigid tube fixing step).
A rigid circular tube having a large-diameter portion, a small-diameter portion, and a large-diameter portion, and a large-diameter portion of a flexible cylindrical body with a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion It fits on the outer periphery of the rear end outside the manhole (flexible cylindrical body fitting step).
The inside of the flexible joint is propelled to the position where the end of the sewer main end faces the inner wall of the manhole, and the clamp on the outer periphery of the small diameter portion is tightened outside the manhole to fix the sewer main to the joint (sewer main fixing process) ).

上記の手順で、マンホールと下水道本管とを接続する請求項6の施工方法は、以下の利点を有する。
下水道本管の端部の先端がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、径小部外周の締具をマンホール外側で締め付け、下水道本管を可撓ジョイントに固定する。これ以外の作業は製造工場で行うことができる。
The construction method of Claim 6 which connects a manhole and a sewer main in said procedure has the following advantages.
The inside of the flexible joint is propelled to a position where the tip of the end of the sewer main body faces the inner wall of the manhole, and a fastener on the outer periphery of the small diameter portion is tightened on the outer side of the manhole to fix the sewer main to the flexible joint. Other operations can be performed at the manufacturing plant.

パッキンストッパー間に装入した弾性パッキンのリブ山を取付孔の内壁に押圧して潰すことにより止水する構造であるので、施工が容易であるとともに止水性に優れる。
マンホールの側壁に、穴を開けたりアンカーボルト等を打ち込む必要がないので、マンホールの強度低下を招かない。
なお、円管後端がマンホール内壁に臨む位置まで、マンホール外側から剛性円管を取付孔へ圧入して、剛性円管後端に取り付けた複数の固定具により、剛性円管を取付孔へ同軸的に固定すれば良いので、剛性円管の後端をフランジ状にする必要はない。
Since the structure is such that the water is stopped by pressing and crushing the rib crests of the elastic packing inserted between the packing stoppers against the inner wall of the mounting hole, the construction is easy and the water stop is excellent.
Since it is not necessary to make a hole or drive an anchor bolt or the like in the side wall of the manhole, the strength of the manhole is not reduced.
The rigid tube is coaxially fitted into the mounting hole by a plurality of fixtures attached to the rear end of the rigid tube by pressing the rigid tube into the mounting hole from the outside of the manhole until the rear end of the tube faces the inner wall of the manhole. Therefore, it is not necessary to make the rear end of the rigid circular tube into a flange shape.

(請求項7について)
以下に示す施工手順で、マンホールと下水道本管とを接続する。
施工現場以外の作業場(製造工場等)で、剛性円管の管外周の前後に周設した一対のパッキンストッパー間に弾性パッキンを装入する(パッキン装入工程)。
パッキンストッパー間に弾性パッキンを装入した剛性円管を、マンホール内壁に円管後端が臨む位置まで、マンホール外側から剛性円管を取付孔へ圧入する(剛性円管圧入工程)。圧入する際に、弾性パッキンのリブ山が取付孔の内壁へ押圧されて潰れることにより、高い止水性が得られる。なお、剛性円管圧入後に、取付孔内壁と剛性円管外周面との間の隙間にシール材をマンホール外側から充填すれば止水性がより一層、向上する。また、円管後端をマンホール内壁に臨む位置まで剛性円管を取付孔へ圧入した際に、円管前部が取付孔からマンホール外側へ突き出る様に剛性円管の軸方向の長さが設定されている。
(About claim 7)
The manhole and the sewer main are connected by the following construction procedure.
Elastic packing is inserted between a pair of packing stoppers provided around the outer periphery of the rigid circular pipe at a work site (manufacturing factory, etc.) other than the construction site (packing charging process).
The rigid circular tube with elastic packing inserted between the packing stoppers is pressed into the mounting hole from the outside of the manhole to the position where the rear end of the circular tube faces the manhole inner wall (rigid circular tube press-fitting process). When press-fitting, the rib crest of the elastic packing is pressed against the inner wall of the mounting hole and is crushed, so that high water-stopping property is obtained. If the sealing material is filled into the gap between the inner wall of the mounting hole and the outer peripheral surface of the rigid circular tube from the outside of the manhole after the rigid circular tube is press-fitted, the water stoppage is further improved. The axial length of the rigid tube is set so that when the rigid tube is pressed into the mounting hole until the rear end of the tube faces the inner wall of the manhole, the front of the tube protrudes from the mounting hole to the outside of the manhole. Has been.

剛性円管後端に取り付けた複数の固定具により、剛性円管を取付孔へ同軸的に固定する(剛性円管固定工程)。
径大部、径小部、および径拡部を有し、径大部外周および径小部外周に締具を取り付けた可撓性円筒体の径大部を、マンホール外側へ突き出た剛性円管後端の外周へマンホール外側で嵌め込む(可撓性円筒体嵌込工程)。
径大部外周に取り付けた締具をマンホール外側で締め付けて、可撓性円筒体を剛性円管の円管前端に固定する(可撓性円筒体固定工程)。
下水道本管の端部の先端がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、径小部外周の締具をマンホール外側で締め付け、下水道本管を可撓ジョイントに固定する(下水道本管固定工程)。
The rigid tube is coaxially fixed to the mounting hole by a plurality of fixtures attached to the rear end of the rigid tube (rigid tube fixing step).
A rigid circular tube having a large-diameter portion, a small-diameter portion, and a large-diameter portion, and a large-diameter portion of a flexible cylindrical body with a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion It fits on the outer periphery of the rear end outside the manhole (flexible cylindrical body fitting step).
A fastener attached to the outer periphery of the large diameter portion is tightened outside the manhole to fix the flexible cylindrical body to the front end of the rigid circular tube (flexible cylindrical body fixing step).
The inside of the flexible joint is propelled to the position where the end of the sewer main end faces the inner wall of the manhole, and the fastener on the outer periphery of the small diameter portion is tightened outside the manhole to fix the sewer main to the flexible joint (sewer main Fixing process).

上記の手順で、マンホールと下水道本管とを接続する請求項7の施工方法は、以下の利点を有する。
下水道本管の端部の先端がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、径小部外周の締具をマンホール外側で締め付け、下水道本管を可撓ジョイントに固定する。これ以外の作業は製造工場で行うことができる。
The construction method of Claim 7 which connects a manhole and a sewer main in the above procedure has the following advantages.
The inside of the flexible joint is propelled to a position where the tip of the end of the sewer main body faces the inner wall of the manhole, and a fastener on the outer periphery of the small diameter portion is tightened on the outer side of the manhole to fix the sewer main to the flexible joint. Other operations can be performed at the manufacturing plant.

パッキンストッパー間に装入した弾性パッキンのリブ山を取付孔の内壁に押圧して潰すことにより止水する構造であるので、施工が容易であるとともに止水性に優れる。
マンホールの側壁に、穴を開けたりアンカーボルト等を打ち込む必要がないので、マンホールの強度低下を招かない。
なお、円管後端がマンホール内壁に臨む位置まで、マンホール外側から剛性円管を取付孔へ圧入して、剛性円管後端に取り付けた複数の固定具により、剛性円管を取付孔へ同軸的に固定すれば良いので、剛性円管の後端をフランジ状にする必要はない。
Since the structure is such that the water is stopped by pressing and crushing the rib crests of the elastic packing inserted between the packing stoppers against the inner wall of the mounting hole, the construction is easy and the water stop is excellent.
Since it is not necessary to make a hole or drive an anchor bolt or the like in the side wall of the manhole, the strength of the manhole is not reduced.
The rigid tube is coaxially fitted into the mounting hole by a plurality of fixtures attached to the rear end of the rigid tube by pressing the rigid tube into the mounting hole from the outside of the manhole until the rear end of the tube faces the inner wall of the manhole. Therefore, it is not necessary to make the rear end of the rigid circular tube into a flange shape.

マンホールと下水道本管との接続構造は、立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、剛性円管と可撓性円筒体と弾性パッキンとを具備する可撓ジョイントを用いて断面円形の下水道本管を接続している。
可撓ジョイントの剛性円管は、パッキンストッパー間に弾性パッキンを装入し、円管後端に係止部を設けている。また、可撓ジョイントの可撓性円筒体は、マンホール外側へ突き出た円筒部の外周を外嵌する径大部、下水道本管の外周を外嵌する径小部を有する。
The connection structure between the manhole and the sewer main is provided with a flexible joint including a rigid circular tube, a flexible cylindrical body, and an elastic packing into a circular mounting hole provided on the side wall of the manhole installed in the shaft. Used to connect a sewer main with a circular cross section.
The rigid circular tube of the flexible joint is provided with an elastic packing between packing stoppers, and a locking portion is provided at the rear end of the circular tube. Moreover, the flexible cylindrical body of the flexible joint has a large-diameter portion that externally fits the outer periphery of the cylindrical portion protruding to the outside of the manhole, and a small-diameter portion that externally fits the outer periphery of the sewer main.

施工は、以下の様に行う。
弾性パッキンを装入した剛性円管を、係止部がマンホール内壁に当接する様に、マンホールの内側から剛性円管を取付孔へ圧入する。止水性向上のため、剛性円管圧入後に、取付孔内壁と剛性円管外周面との間の隙間にシール材をマンホール外側から充填する。
可撓性円筒体の径大部を、マンホール外側へ突き出た剛性円管の外周へマンホール外側で嵌め込む。
下水道本管の端部がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、径小部外周の締具をマンホール外側で締め付け、下水道本管を可撓ジョイントに固定する。
Construction is performed as follows.
The rigid circular tube in which the elastic packing is inserted is press-fitted into the mounting hole from the inside of the manhole so that the locking portion comes into contact with the inner wall of the manhole. In order to improve water stop, after the rigid tube is press-fitted, a sealing material is filled into the gap between the inner wall of the mounting hole and the outer surface of the rigid tube from the outside of the manhole.
The large-diameter portion of the flexible cylindrical body is fitted outside the manhole to the outer periphery of the rigid circular tube protruding outside the manhole.
The inside of the flexible joint is propelled to the position where the end of the sewer main body faces the inner wall of the manhole, and the clamp on the outer periphery of the small diameter portion is tightened on the outer side of the manhole to fix the sewer main pipe to the flexible joint.

このマンホールと下水道本管との接続構造は、装入した弾性パッキンにより止水する構造であるので、施工が容易であるとともに止水性に優れる。また、マンホールの側壁に、穴を開けたりアンカーボルト等を打ち込まないので、マンホールの強度低下を招かない。   Since the connection structure between the manhole and the sewer main is water-stopped by the inserted elastic packing, construction is easy and water-stopping is excellent. In addition, since no holes or anchor bolts are driven into the side wall of the manhole, the manhole strength is not reduced.

本発明の実施例1(請求項1、2、3に対応)を図1〜図7に基づいて説明する。
図1に示す如く、マンホールと下水道本管との接続構造Aは、立坑10内に設置されるマンホール1の側壁11に設けた取付孔12へ、鋼製管2(剛性円管)とゴム円筒体3(可撓性円筒体)とゴムパッキン4(弾性パッキン)とを具備する可撓ジョイントj1を用いて下水道本管5を接続している。
A first embodiment (corresponding to claims 1, 2, and 3) of the present invention will be described with reference to FIGS.
As shown in FIG. 1, the connection structure A between the manhole and the sewer main is connected to the mounting hole 12 provided in the side wall 11 of the manhole 1 installed in the vertical shaft 10 with a steel pipe 2 (rigid circular pipe) and a rubber cylinder. The sewer main pipe 5 is connected using a flexible joint j1 having a body 3 (flexible cylindrical body) and a rubber packing 4 (elastic packing).

マンホール1(コンクリート製)は、接続式であり、複数個の円筒体を、接続部材とシール部材を用いて上下方向に積み重ねて形成され、立坑10内に立設される。このマンホール1の側壁11には、断面円形の取付孔12が穿設されている。   The manhole 1 (made of concrete) is a connection type, is formed by stacking a plurality of cylindrical bodies in the vertical direction using a connection member and a seal member, and is erected in the shaft 10. A mounting hole 12 having a circular cross section is formed in the side wall 11 of the manhole 1.

鋼製管2(鋼鉄製)は、側壁11の肉厚より管の軸方向の寸法を長くした円筒部21の外周の前後にパッキンストッパー22、23を一体に周設し、マンホール内壁13へ当接させるための係止部24を円管後端に、上下二箇所(下のみでも良い)設けている。
鋼製管2の係止部24を含む円管後端の曲率はマンホール内壁13の曲率と同じに設定され、パッキンストッパー22、23の周設曲率は取付孔12の内壁の曲率と同じに設定されている。
The steel pipe 2 (made of steel) has packing stoppers 22 and 23 integrally provided around the outer periphery of the cylindrical portion 21 whose axial dimension is longer than the wall thickness of the side wall 11, and contacts the inner wall 13 of the manhole. Locking portions 24 for contact are provided at the rear end of the circular pipe at two locations (upper and lower).
The curvature of the rear end of the circular pipe including the locking portion 24 of the steel pipe 2 is set to be the same as the curvature of the manhole inner wall 13, and the circumferential curvature of the packing stoppers 22 and 23 is set to be the same as the curvature of the inner wall of the mounting hole 12. Has been.

ゴム円筒体3は、取付孔12からマンホール1の外側へ突き出た鋼製管2の円筒部21の外周を外嵌する径大部31と、断面円形の下水道本管5(ヒューム管製)の外周を外嵌する径小部32と、径小部32と径大部31の間に位置する径拡部33とを有し、径大部外周および径小部外周にステンレスバンド34、35(締具)を取り付けている。   The rubber cylinder 3 includes a large-diameter portion 31 that externally fits the outer periphery of the cylindrical portion 21 of the steel pipe 2 protruding from the mounting hole 12 to the outside of the manhole 1, and a sewer main pipe 5 (made of fume pipe) having a circular cross section. A small-diameter portion 32 that fits around the outer periphery, and a large-diameter portion 33 positioned between the small-diameter portion 32 and the large-diameter portion 31, and stainless bands 34, 35 ( Fasteners) are attached.

ゴムパッキン4(弾性パッキン)は、鋼製管2の円筒部21の外周に周設したパッキンストッパー22、23間に装入されている。
なお、取付孔12の内壁と、鋼製管2の円筒部21の外周面との間の隙間s1には、シール材14がマンホール1の外側から充填されている。
The rubber packing 4 (elastic packing) is inserted between packing stoppers 22 and 23 provided around the outer periphery of the cylindrical portion 21 of the steel pipe 2.
A sealing material 14 is filled from the outside of the manhole 1 into the gap s1 between the inner wall of the mounting hole 12 and the outer peripheral surface of the cylindrical portion 21 of the steel pipe 2.

マンホールと下水道本管との接続構造Aの施工は、以下の様にして行う。
(1)マンホールの製造工場で、鋼製管2の円筒部21の外周に周設したパッキンストッパー22、23間にゴムパッキン4を装入する。
Construction of the connection structure A between the manhole and the sewer main is performed as follows.
(1) At a manhole manufacturing factory, the rubber packing 4 is inserted between packing stoppers 22 and 23 provided around the outer periphery of the cylindrical portion 21 of the steel pipe 2.

(2)図3、図4に示す如く、係止部24がマンホール内壁13に当接する様に、マンホール1の内側から鋼製管2を取付孔12へ油圧ジャッキ15等で圧入する。なお、鋼製管2は、管の軸方向の寸法が側壁11の肉厚より長いので、円筒部前側25が取付孔12からマンホール1の外側へ突き出る。なお、止水性を向上させるため、取付孔12の内壁と鋼製管2の外周面との間の隙間にシール材14をマンホール1の外側から充填する。 (2) As shown in FIGS. 3 and 4, the steel pipe 2 is press-fitted into the mounting hole 12 from the inside of the manhole 1 with a hydraulic jack 15 or the like so that the locking portion 24 contacts the manhole inner wall 13. In addition, since the steel pipe 2 has the axial dimension of the pipe longer than the thickness of the side wall 11, the cylindrical portion front side 25 protrudes from the mounting hole 12 to the outside of the manhole 1. In addition, in order to improve a water stop, the sealing material 14 is filled into the clearance gap between the inner wall of the attachment hole 12, and the outer peripheral surface of the steel pipe 2 from the outer side of the manhole 1. FIG.

(3)マンホール1の外側からゴム円筒体3の径大部31を、マンホール1の外側に突き出た鋼製管2の円筒部前側25の外周へ嵌め込む(図5、図6参照)。なお、嵌め込む前に、径大部31の外周および径小部32の外周に、予めステンレスバンド34、35(締具)を取り付けておく(図5参照)。 (3) The large diameter portion 31 of the rubber cylindrical body 3 is fitted from the outside of the manhole 1 to the outer periphery of the cylindrical portion front side 25 of the steel pipe 2 protruding to the outside of the manhole 1 (see FIGS. 5 and 6). Before fitting, stainless steel bands 34 and 35 (fasteners) are attached in advance to the outer periphery of the large-diameter portion 31 and the outer periphery of the small-diameter portion 32 (see FIG. 5).

(4)端部51の先端52がマンホール内壁13に臨む位置まで、下水道本管5を可撓ジョイントj1内で推進させる(図7参照)。そして、径小部32の外周のステンレスバンド35をマンホール1の外側で締め付けて下水道本管5をゴム円筒体3に固定する(図1参照)。 (4) The sewer main pipe 5 is propelled in the flexible joint j1 until the tip 52 of the end portion 51 faces the manhole inner wall 13 (see FIG. 7). And the stainless steel band 35 of the outer periphery of the small diameter part 32 is clamp | tightened on the outer side of the manhole 1, and the sewer main pipe 5 is fixed to the rubber cylindrical body 3 (refer FIG. 1).

本実施例のマンホールと下水道本管との接続構造Aは、下記の利点を有する。
マンホールと下水道本管との接続構造Aは、パッキンストッパー22、23間に装入したゴムパッキン4により地下水を止水する構造であるので、施工が容易であるとともに止水性に優れる。また、マンホール1の側壁11に、取付孔12以外の穴を開けたりアンカーボルト等を打ち込まないので、マンホール1の強度低下を招かない。
なお、鋼製管2を取付孔12へ圧入する際にマンホール内壁13に係止部24が当接すれば良いので、鋼製管2の後端をフランジ状にする必要はない。
下水道本管5の端部の先端がマンホール内壁に臨む位置まで可撓ジョイントj1内を推進させ、径小部32の外周のステンレスバンド35をマンホール1の外側で締め付け、下水道本管5を可撓ジョイントj1に固定する。これ以外の作業は製造工場で行うことができる。
The connection structure A between the manhole and the sewer main of this embodiment has the following advantages.
Since the connection structure A between the manhole and the sewer main is a structure in which the ground water is stopped by the rubber packing 4 inserted between the packing stoppers 22 and 23, the construction is easy and the water blocking is excellent. Further, since the holes other than the attachment holes 12 or anchor bolts are not driven into the side wall 11 of the manhole 1, the strength of the manhole 1 is not reduced.
In addition, since the latching | locking part 24 should just contact | abut the manhole inner wall 13 when pressing the steel pipe 2 in the attachment hole 12, it is not necessary to make the rear end of the steel pipe 2 into a flange shape.
The inside of the flexible joint j1 is propelled to a position where the end of the sewer main pipe 5 faces the inner wall of the manhole, and the stainless steel band 35 on the outer periphery of the small diameter section 32 is tightened outside the manhole 1 to flex the sewer main pipe 5 Fix to the joint j1. Other operations can be performed at the manufacturing plant.

鋼製管2の係止部24を含む円管後端の曲率をマンホール内壁13の曲率と同じにしているので、鋼製管2の円管後端部分がマンホール内へ食み出ない(マンホール内壁13に当接する係止部24は除く)ので、工事完了以降にマンホール1内で行う保守作業の邪魔にならない。   Since the curvature of the rear end of the circular pipe including the locking portion 24 of the steel pipe 2 is the same as the curvature of the inner wall 13 of the manhole, the rear end portion of the circular pipe of the steel pipe 2 does not protrude into the manhole (manhole Therefore, it does not interfere with the maintenance work performed in the manhole 1 after the completion of the construction.

また、パッキンストッパー22、23の周設曲率を取付孔12内壁の曲率と同じにしているので、パッキンストッパー22、23間に装入されるゴムパッキン4の配設曲率も取付孔12内壁の曲率と同じになり、ゴムパッキン4による止水能力が高い。   Further, since the circumferential curvature of the packing stoppers 22 and 23 is the same as the curvature of the inner wall of the mounting hole 12, the arrangement curvature of the rubber packing 4 inserted between the packing stoppers 22 and 23 is also the curvature of the inner wall of the mounting hole 12. The water-stopping ability of the rubber packing 4 is high.

鋼製管2を取付孔12へ圧入する際に、パッキンストッパー22、23間に装入したゴムパッキン4のリブ山が取付孔12の内壁によって押圧されて潰れて止水する構造であるので、施工が容易であるとともに止水性に優れる。また、取付孔12の内壁と鋼製管2の外周面との間の隙間にシール材14をマンホール1外から充填しているので止水性が更に向上する。   When the steel pipe 2 is press-fitted into the mounting hole 12, the rib crest of the rubber packing 4 inserted between the packing stoppers 22 and 23 is pressed by the inner wall of the mounting hole 12 and crushed to stop water, Construction is easy and water-stopping is excellent. Further, since the sealing material 14 is filled from the outside of the manhole 1 into the gap between the inner wall of the mounting hole 12 and the outer peripheral surface of the steel pipe 2, the water stoppage is further improved.

本発明の実施例2(請求項4、5、6に対応)を図8および図9に基づいて説明する。 図8に示す如く、マンホールと下水道本管との接続構造Bは、立坑10内に設置されるマンホール1の側壁11に設けた取付孔12へ、鋼製管6(剛性円管)とゴム円筒体3(可撓性円筒体)とゴムパッキン7(弾性パッキン)とを具備する可撓ジョイントj2を用いて下水道本管5を接続している。   A second embodiment (corresponding to claims 4, 5 and 6) of the present invention will be described with reference to FIGS. As shown in FIG. 8, the connection structure B between the manhole and the sewer main is connected to the mounting hole 12 provided in the side wall 11 of the manhole 1 installed in the shaft 10 with a steel pipe 6 (rigid circular pipe) and a rubber cylinder. The sewer main pipe 5 is connected using a flexible joint j2 having a body 3 (flexible cylindrical body) and a rubber packing 7 (elastic packing).

鋼鉄製の鋼製管6は、側壁11の肉厚より長い円筒状を呈し、外周の前後にパッキンストッパー61、62を一体に周設し、取付孔12内へ同軸的に鋼製管6を固定するためのボルト63とナット64(固定具)を複数組、取り付けている。なお、鋼製管6の円管後端の曲率はマンホール内壁13の曲率と同じに設定され、パッキンストッパー61、62の周設曲率は取付孔12の内壁の曲率と同じに設定されている。   The steel pipe 6 made of steel has a cylindrical shape longer than the thickness of the side wall 11, packing stoppers 61 and 62 are integrally provided around the outer periphery, and the steel pipe 6 is coaxially inserted into the mounting hole 12. A plurality of sets of bolts 63 and nuts 64 (fixing tools) for fixing are attached. The curvature of the rear end of the circular pipe of the steel pipe 6 is set to be the same as the curvature of the manhole inner wall 13, and the circumferential curvature of the packing stoppers 61 and 62 is set to be the same as the curvature of the inner wall of the mounting hole 12.

ゴムパッキン7(弾性パッキン)は、鋼製管6の外周に周設したパッキンストッパー61、62間に装入されている。なお、取付孔12の内壁と、鋼製管6の外周面との間の隙間s2には、シール材14がマンホール1の外側から充填されている。   The rubber packing 7 (elastic packing) is inserted between packing stoppers 61 and 62 provided around the outer periphery of the steel pipe 6. A sealing material 14 is filled from the outside of the manhole 1 into a gap s <b> 2 between the inner wall of the mounting hole 12 and the outer peripheral surface of the steel pipe 6.

マンホールと下水道本管との接続構造Bの施工は、以下の様にして行う。
(1)マンホールの製造工場で、鋼製管6の外周に周設したパッキンストッパー61、62間にゴムパッキン7を装入する。
Construction of the connection structure B between the manhole and the sewer main is performed as follows.
(1) At a manhole manufacturing plant, the rubber packing 7 is inserted between packing stoppers 61 and 62 provided around the outer periphery of the steel pipe 6.

(2)マンホール1の外側から鋼製管6を取付孔12へ圧入する(図9参照)。なお、鋼製管6は、管の軸方向の寸法が側壁11の肉厚より長いので、管前端部65が取付孔12からマンホール1の外側へ突き出る。なお、止水性を向上させるため、取付孔12の内壁と鋼製管6の外周面との間の隙間にシール材14をマンホール1の外側から充填する。 (2) The steel pipe 6 is press-fitted into the mounting hole 12 from the outside of the manhole 1 (see FIG. 9). The steel pipe 6 has a pipe axial dimension longer than the thickness of the side wall 11, so that the pipe front end portion 65 projects from the mounting hole 12 to the outside of the manhole 1. In addition, in order to improve a water stop, the sealing material 14 is filled into the clearance gap between the inner wall of the attachment hole 12, and the outer peripheral surface of the steel pipe 6 from the outer side of the manhole 1. FIG.

(3)複数のボルト63とナット64により鋼製管6を取付孔12へ同軸的に固定する。(4)マンホール1の外側からゴム円筒体3の径大部31を、マンホール1の外側に突き出た鋼製管6の管前端部65の外周へ嵌め込む。なお、嵌め込む前に、径大部31の外周および径小部32の外周に、予めステンレスバンド34、35(締具)を取り付けておく。 (3) The steel pipe 6 is coaxially fixed to the mounting hole 12 by a plurality of bolts 63 and nuts 64. (4) The large diameter portion 31 of the rubber cylindrical body 3 is fitted from the outside of the manhole 1 into the outer periphery of the pipe front end portion 65 of the steel pipe 6 protruding to the outside of the manhole 1. Before fitting, stainless steel bands 34 and 35 (fasteners) are attached in advance to the outer periphery of the large-diameter portion 31 and the outer periphery of the small-diameter portion 32.

(5)端部51の先端52がマンホール内壁13に臨む位置まで、下水道本管5を可撓ジョイントj2内で推進させる。そして、径小部32の外周のステンレスバンド35をマンホール1の外側で締め付けて下水道本管5をゴム円筒体3に固定する(図8参照)。 (5) The sewer main pipe 5 is propelled in the flexible joint j2 until the tip 52 of the end 51 faces the manhole inner wall 13. And the stainless steel band 35 of the outer periphery of the small diameter part 32 is clamp | tightened on the outer side of the manhole 1, and the sewer main pipe 5 is fixed to the rubber cylindrical body 3 (refer FIG. 8).

本実施例のマンホールと下水道本管との接続構造Bは、下記の利点を有する。
マンホールと下水道本管との接続構造Bは、パッキンストッパー22、23間に装入したゴムパッキン7により地下水を止水する構造であるので、施工が容易であるとともに止水性に優れる。また、マンホール1の側壁11に、取付孔12以外の穴を開けたりアンカーボルト等を打ち込まないので、マンホール1の強度低下を招かない。
The connection structure B between the manhole and the sewer main of this embodiment has the following advantages.
Since the connection structure B between the manhole and the sewer main is a structure in which the groundwater is stopped by the rubber packing 7 inserted between the packing stoppers 22 and 23, the construction is easy and the water blocking is excellent. Further, since the holes other than the attachment holes 12 or anchor bolts are not driven into the side wall 11 of the manhole 1, the strength of the manhole 1 is not reduced.

なお、鋼製管6を取付孔12へ圧入する際に、複数のボルト63とナット64により鋼製管6を取付孔12へ同軸的に固定すれば良いので、鋼製管6の後端をフランジ状にする必要がない。
下水道本管5の端部の先端がマンホール内壁に臨む位置まで可撓ジョイントj2内を推進させ、径小部32の外周のステンレスバンド35をマンホール1の外側で締め付け、下水道本管5を可撓ジョイントj2に固定する。これ以外の作業は製造工場で行うことができる。
When the steel pipe 6 is press-fitted into the mounting hole 12, the steel pipe 6 may be coaxially fixed to the mounting hole 12 with a plurality of bolts 63 and nuts 64. There is no need to form a flange.
The inside of the flexible joint j2 is propelled to a position where the tip of the end of the sewer main 5 faces the inner wall of the manhole, the outer stainless steel band 35 of the small diameter portion 32 is tightened outside the manhole 1, and the sewer main 5 is flexibly Fix to the joint j2. Other operations can be performed at the manufacturing plant.

鋼製管6の円管後端の曲率をマンホール内壁13の曲率と同じにしているので、鋼製管6の円管後端部分がマンホール1内へ食み出ないので、工事完了以降にマンホール1内で行う保守作業の邪魔にならない。   Since the curvature of the rear end of the circular pipe of the steel pipe 6 is made the same as the curvature of the inner wall 13 of the manhole, the rear end of the circular pipe of the steel pipe 6 does not protrude into the manhole 1, so It does not interfere with the maintenance work performed in 1.

また、パッキンストッパー61、62の周設曲率を取付孔12内壁の曲率と同じにしているので、パッキンストッパー61、62間に装入されるゴムパッキン7の配設曲率も取付孔12内壁の曲率と同じになり、ゴムパッキン7が食み出さないため、止水が可能である。   Further, since the circumferential curvature of the packing stoppers 61 and 62 is the same as the curvature of the inner wall of the mounting hole 12, the arrangement curvature of the rubber packing 7 inserted between the packing stoppers 61 and 62 is also the curvature of the inner wall of the mounting hole 12. Since the rubber packing 7 does not protrude, the water can be stopped.

鋼製管6を取付孔12へ圧入する際に、パッキンストッパー61、62間に装入したゴムパッキン7のリブ山が取付孔12の内壁によって押圧されて潰れて止水する構造であるので、施工が容易であるとともに止水性に優れる。また、取付孔12の内壁と鋼製管6の外周面との間の隙間s2にシール材14をマンホール1内から充填しているので止水性が更に向上する。   When the steel pipe 6 is press-fitted into the mounting hole 12, the rib crest of the rubber packing 7 inserted between the packing stoppers 61 and 62 is pressed by the inner wall of the mounting hole 12 to be crushed and stopped. Construction is easy and water-stopping is excellent. Further, since the sealing material 14 is filled from the inside of the manhole 1 into the gap s <b> 2 between the inner wall of the mounting hole 12 and the outer peripheral surface of the steel pipe 6, the water stoppage is further improved.

本発明は、上記実施例以外に、つぎの実施態様を含む。
a.ゴムパッキン4、7(弾性パッキン)は、水膨張ゴムでも良い。
b.ゴムパッキン4、7の形状を、マンホールの大ききや、形状に合わせることができるため、角形マンホール、マンホール側壁の曲率半径Rが大きいマンホール、マンホール側壁の曲率半径Rが小さいマンホールに対しても適用できる。
c.係止部24の数、ボルト63・ナット64の数は、任意である。パッキンストッパー22、62はなくても良い。
d.鋼製管6は、マンホール1内から取付孔12へ圧入しても良い。
e.係止部と固定具とを併設しても良い。
f.曲率半径の同一化は、正確でなくても良い。
The present invention includes the following embodiments in addition to the above embodiments.
a. The rubber packings 4 and 7 (elastic packing) may be water expansion rubber.
b. Since the shape of the rubber packings 4 and 7 can be matched to the size and shape of the manhole, it can be applied to square manholes, manholes with a large curvature radius R on the manhole sidewall, and manholes with a small curvature radius R on the manhole sidewall. it can.
c. The number of locking portions 24 and the number of bolts 63 and nuts 64 are arbitrary. The packing stoppers 22 and 62 may not be provided.
d. The steel pipe 6 may be press-fitted into the mounting hole 12 from the manhole 1.
e. A locking part and a fixture may be provided side by side.
f. The identification of the curvature radius may not be accurate.

実施例1に係るマンホールと下水道本管との接続構造の垂直方向の断面図である。It is sectional drawing of the perpendicular direction of the connection structure of the manhole which concerns on Example 1, and a sewer main. 実施例1に係るマンホールと下水道本管との接続構造の水平方向の断面図である。It is sectional drawing of the horizontal direction of the connection structure of the manhole which concerns on Example 1, and a sewer main. 実施例1に係るマンホールと下水道本管との接続構造において、パッキンストッパー間に弾性パッキンを装入した鋼製管を、マンホール側から取付孔へ嵌め込むところを示す断面図である。In the connection structure of the manhole and the sewer main which concern on Example 1, it is sectional drawing which shows the place which inserts the steel pipe | tube which inserted elastic packing between the packing stoppers into the attachment hole from the manhole side. 実施例1に係るマンホールと下水道本管との接続構造において、パッキンストッパー間に弾性パッキンを装入した鋼製管を取付孔へジャッキで圧入したところを示す断面図である。In the connection structure of the manhole and sewer main which concern on Example 1, it is sectional drawing which shows the place which press-fitted the steel pipe which inserted the elastic packing between the packing stoppers to the attachment hole. 実施例1に係るマンホールと下水道本管との接続構造において、(a)はゴム円筒体の径大部を鋼製管の円筒部前側の外周へ嵌め込むところを示す垂直方向の断面図であり、(b)はゴム円筒体の径大部を鋼製管の円筒部前側の外周へ嵌め込むところを示す水平方向の断面図である。In the connection structure of the manhole and the sewer main which concerns on Example 1, (a) is sectional drawing of the perpendicular direction which shows the place which fits the large diameter part of a rubber cylinder to the outer periphery of the cylindrical part front side of a steel pipe. (B) is sectional drawing of the horizontal direction which shows the place which fits the large diameter part of a rubber cylindrical body in the outer periphery of the cylindrical part front side of steel pipes. 実施例1に係るマンホールと下水道本管との接続構造において、鋼製管の円筒部前側の外周へ嵌め込んだゴム円筒体の径大部を、ステンレスバンドを締め付けて鋼製管前部に固定するところを示す垂直方向の断面図である。In the connection structure between the manhole and the sewer main according to the first embodiment, the large diameter portion of the rubber cylindrical body fitted to the outer periphery of the front side of the cylindrical portion of the steel pipe is fixed to the front side of the steel pipe by tightening the stainless steel band. It is sectional drawing of the perpendicular direction which shows a place to do. 実施例1に係るマンホールと下水道本管との接続構造において、端部の先端がマンホール内壁に臨む位置まで、下水道本管をゴム円筒体内で推進させるところを示す垂直方向の断面図である。In the connection structure of the manhole which concerns on Example 1, and the sewer main, it is sectional drawing of the perpendicular direction which shows the place which pushes a sewer main in a rubber cylinder to the position where the front-end | tip of an edge part faces a manhole inner wall. 実施例2に係るマンホールと下水道本管との接続構造において、鋼製管の円筒部前側の外周へ嵌め込んだゴム円筒体の径大部を、ステンレスバンドを締め付けて鋼製管前部に固定するところを示す垂直方向の断面図である。In the connection structure between the manhole and the sewer main according to the second embodiment, the large diameter portion of the rubber cylindrical body fitted to the outer periphery of the front side of the cylindrical portion of the steel pipe is fixed to the front side of the steel pipe by tightening the stainless steel band. It is sectional drawing of the perpendicular direction which shows a place to do. 実施例2に係るマンホールと下水道本管との接続構造において、パッキンストッパー間に弾性パッキンを装入した鋼製管を、立坑側から取付孔へ嵌め込むところを示す断面図である。In the connection structure of the manhole which concerns on Example 2, and the sewer main, it is sectional drawing which shows the place which inserts the steel pipe | tube which inserted elastic packing between the packing stoppers into the attachment hole from the shaft side. 従来技術に係るマンホールと下水道本管との接続構造の垂直方向の断面図である。It is sectional drawing of the perpendicular direction of the connection structure of the manhole which concerns on a prior art, and a sewer main.

符号の説明Explanation of symbols

1 マンホール
2、6 鋼製管(剛性円管)
3 ゴム円筒体(可撓性円筒体)
4、7 ゴムパッキン(弾性パッキン)
5 下水道本管
10 立坑
11 側壁
12 取付孔
21 円筒部
22、23 パッキンストッパー
24 係止部
25 円筒部前側
31 径大部
32 径小部
33 径拡部
34、35 ステンレスバンド(締具)
63 ボルト(固定具)
64 ナット(固定具)
A、B マンホールと下水道本管との接続構造
j1、j2 可撓ジョイント
1 Manhole 2, 6 Steel pipe (Rigid circular pipe)
3 Rubber cylinder (flexible cylinder)
4, 7 Rubber packing (elastic packing)
5 Sewer main 10 Vertical shaft 11 Side wall 12 Mounting hole 21 Cylindrical part 22, 23 Packing stopper 24 Locking part 25 Cylindrical part front side 31 Large diameter part 32 Small diameter part 33 Wide diameter part 34, 35 Stainless steel band (clamp)
63 bolts (fixtures)
64 Nut (fixing tool)
A and B Manhole and sewer main connection structure j1, j2 Flexible joint

Claims (7)

立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、遊びがある状態に本管端部を嵌め込んだ断面円形の下水道本管を可撓ジョイントを用いて接続するマンホールと下水道本管との接続構造であって、
前記可撓ジョイントは、
前記側壁より長い円筒部の外周の前後に一対のパッキンストッパーを周設し、マンホール内壁へ当接する係止部を円管後端に設けた剛性円管と、
マンホール外側へ突き出た前記円筒部の外周を外嵌する径大部、前記下水道本管の外周を外嵌する径小部、および該径小部と前記径大部との間に位置する径拡部を有し、径大部外周および径小部外周に締具を取り付けた可撓性円筒体と、
パッキンストッパー間に装入される弾性パッキンとを具備することを特徴とするマンホールと下水道本管との接続構造。
Manholes and sewers that connect a sewer main with a circular cross-section with a main pipe end fitted into a mounting hole with a circular cross-section provided on the side wall of a manhole installed in a vertical shaft using a flexible joint A connection structure with the main,
The flexible joint is
A pair of packing stoppers are provided around the outer periphery of the cylindrical portion longer than the side wall, and a rigid circular tube provided with a locking portion that contacts the inner wall of the manhole at the rear end of the circular tube;
A large-diameter portion that externally fits the outer periphery of the cylindrical portion that protrudes to the outside of the manhole, a small-diameter portion that externally fits the outer periphery of the sewer main, and a large-diameter portion positioned between the small-diameter portion and the large-diameter portion. A flexible cylindrical body having a portion and a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion;
A connecting structure between a manhole and a sewer main, characterized by comprising an elastic packing inserted between packing stoppers.
前記剛性円管の前記係止部を含む円管後端の曲率をマンホール内壁の曲率と同じにし、 前記一対のパッキンストッパーの周設曲率を取付孔内壁の曲率と同じにしたことを特徴とする請求項1に記載のマンホールと下水道本管との接続構造。   The curvature of the rear end of the circular pipe including the locking portion of the rigid circular pipe is the same as the curvature of the inner wall of the manhole, and the circumferential curvature of the pair of packing stoppers is the same as the curvature of the inner wall of the mounting hole. A connection structure between the manhole according to claim 1 and a sewer main. 立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、断面円形の下水道本管を、剛性円管、可撓性円筒体、および弾性パッキンを備えた可撓ジョイントを用いて接続するマンホールと下水道本管との接続方法であって、
円管後端に係止部を設けた前記剛性円管の管外周の前後に周設した一対のパッキンストッパー間に前記弾性パッキンを装入するパッキン装入工程と、
前記係止部がマンホール内壁に当接する様に、マンホールの内側から前記剛性円管を取付孔へ圧入する剛性円管圧入工程と、
径大部、径小部、および径拡部を有し、径大部外周および径小部外周に締具を取り付けた前記可撓性円筒体の前記径大部を、マンホール外側へ突き出た前記剛性円管の外周へマンホール外側で嵌め込む可撓性円筒体嵌込工程と、
前記下水道本管の端部がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、前記径小部外周の前記締具をマンホール外側で締め付ける下水道本管固定工程とからなるマンホールと下水道本管との接続方法。
A sewer main pipe with a circular cross section is connected to a mounting hole with a circular cross section provided on a side wall of a manhole installed in a vertical shaft using a flexible joint including a rigid circular pipe, a flexible cylindrical body, and an elastic packing. Connecting the manhole and sewer main,
A packing loading step of loading the elastic packing between a pair of packing stoppers provided around the pipe outer periphery of the rigid circular pipe provided with a locking portion at the rear end of the circular pipe;
A rigid circular tube press-fitting step of press-fitting the rigid circular tube into the mounting hole from the inside of the manhole so that the locking portion contacts the inner wall of the manhole;
The large-diameter portion, the small-diameter portion, and the wide-diameter portion, and the large-diameter portion of the flexible cylindrical body that has a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion protrudes outward from the manhole. A flexible cylindrical body fitting step for fitting the outer circumference of the rigid tube outside the manhole;
A manhole and a sewer main comprising the sewer main fixing step of propelling the inside of the flexible joint to a position where the end of the sewer main faces the inner wall of the manhole and tightening the fastener on the outer periphery of the small diameter portion outside the manhole. Connection method.
立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、遊びがある状態に本管端部を嵌め込んだ断面円形の下水道本管を可撓ジョイントを用いて接続するマンホールと下水道本管との接続構造であって、
前記可撓ジョイントは、
前記側壁より長い円筒部の外周の前後に一対のパッキンストッパーを周設し、複数の固定具により取付孔内へ同軸的に固定される剛性円管と、
マンホール外側へ突き出た前記円筒部の外周を外嵌する径大部、前記下水道本管の外周を外嵌する径小部、および該径小部と前記径大部との間に位置する径拡部を有し、径大部外周および径小部外周に締具を取り付けた可撓性円筒体と、
パッキンストッパー間に装入される弾性パッキンとを具備することを特徴とするマンホールと下水道本管との接続構造。
Manholes and sewers that connect a sewer main with a circular cross-section with a main pipe end fitted into a mounting hole with a circular cross-section provided on the side wall of a manhole installed in a vertical shaft using a flexible joint A connection structure with the main,
The flexible joint is
A pair of packing stoppers are provided around the outer periphery of the cylindrical portion longer than the side wall, and a rigid circular tube fixed coaxially into the mounting hole by a plurality of fixtures;
A large-diameter portion that externally fits the outer periphery of the cylindrical portion that protrudes to the outside of the manhole, a small-diameter portion that externally fits the outer periphery of the sewer main, and a large-diameter portion positioned between the small-diameter portion and the large-diameter portion. A flexible cylindrical body having a portion and a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion;
A connecting structure between a manhole and a sewer main, characterized by comprising an elastic packing inserted between packing stoppers.
円管後端の曲率をマンホール内壁の曲率と同じにし、
前記一対のパッキンストッパーの周設曲率を取付孔内壁の曲率と同じにしたことを特徴とする請求項3に記載のマンホールと下水道本管との接続構造。
Make the curvature of the rear end of the tube the same as the curvature of the inner wall of the manhole,
The connection structure between the manhole and the sewer main according to claim 3, wherein the circumferential curvature of the pair of packing stoppers is the same as the curvature of the inner wall of the mounting hole.
立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、断面円形の下水道本管を、剛性円管、可撓性円筒体、および弾性パッキンを備えた可撓ジョイントを用いて接続するマンホールと下水道本管との接続方法であって、
剛性円管の管外周の前後に周設した一対のパッキンストッパー間に弾性パッキンを装入するパッキン装入工程と、
マンホールの内壁に円管後端が臨む位置まで、マンホール外側から前記剛性円管を取付孔へ圧入する剛性円管圧入工程と、
剛性円管後端に取り付けた複数の固定具により、前記剛性円管を前記取付孔へ同軸的に固定する剛性円管固定工程と、
径大部、径小部、および径拡部を有し、径大部外周および径小部外周に締具を取り付けた可撓性円筒体の前記径大部を、マンホール外側へ突き出た前記剛性円管の外周へマンホール外側で嵌め込む可撓性円筒体嵌込工程と、
前記下水道本管の端部がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、前記径小部外周の前記締具を立坑内で締め付ける下水道本管固定工程とからなるマンホールと下水道本管との接続方法。
A sewer main pipe with a circular cross section is connected to a mounting hole with a circular cross section provided on a side wall of a manhole installed in a vertical shaft using a flexible joint including a rigid circular pipe, a flexible cylindrical body, and an elastic packing. Connecting the manhole and sewer main,
A packing loading step of loading an elastic packing between a pair of packing stoppers provided around the outer circumference of the rigid circular pipe;
A rigid pipe press-fitting step of press-fitting the rigid pipe into the mounting hole from the outside of the manhole until the rear end of the pipe faces the inner wall of the manhole;
A rigid tube fixing step of coaxially fixing the rigid tube to the mounting hole by a plurality of fixing devices attached to the rear end of the rigid tube;
The above-mentioned large-diameter portion of a flexible cylindrical body having a large-diameter portion, a small-diameter portion, and a large-diameter portion, and having a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion. A flexible cylindrical body fitting step for fitting the outer circumference of the circular tube outside the manhole;
A manhole and a sewer main comprising the sewer main fixing step of propelling the inside of the flexible joint to a position where the end of the sewer main faces the inner wall of the manhole, and tightening the fastener on the outer periphery of the small diameter portion in the shaft. Connection method.
立坑内に設置されるマンホールの側壁に設けた断面円形の取付孔へ、断面円形の下水道本管を、剛性円管、可撓性円筒体、および弾性パッキンを備えた可撓ジョイントを用いて接続するマンホールと下水道本管との接続方法であって、
剛性円管の管外周の前後に周設した一対のパッキンストッパー間に弾性パッキンを装入するパッキン装入工程と、
前記マンホールの内壁に円管後端が臨む位置まで、マンホール外側から前記剛性円管を取付孔へ圧入する剛性円管圧入工程と、
剛性円管後端に取り付けた複数の固定具により、前記剛性円管を前記取付孔へ同軸的に固定する剛性円管固定工程と、
径大部、径小部、および径拡部を有し、径大部外周および径小部外周に締具を取り付けた可撓性円筒体の前記径大部を、マンホール外側へ突き出た前記剛性円管の外周へマンホール外側で嵌め込む可撓性円筒体嵌込工程と、
径大部外周に取り付けた前記締具をマンホール外側で締め付けて、前記可撓性円筒体を前記剛性円管の円管前端に固定する可撓性円筒体固定工程と、
前記下水道本管の端部がマンホール内壁に臨む位置まで可撓ジョイント内を推進させ、前記径小部外周の前記締具を立坑内で締め付ける下水道本管固定工程とからなるマンホールと下水道本管との接続方法。
A sewer main pipe with a circular cross section is connected to a mounting hole with a circular cross section provided on a side wall of a manhole installed in a vertical shaft using a flexible joint including a rigid circular pipe, a flexible cylindrical body, and an elastic packing. Connecting the manhole and sewer main,
A packing loading step of loading an elastic packing between a pair of packing stoppers provided around the outer circumference of the rigid circular pipe;
A rigid tube press-fitting step of press-fitting the rigid tube into the mounting hole from the outside of the manhole until the rear end of the tube faces the inner wall of the manhole;
A rigid tube fixing step of coaxially fixing the rigid tube to the mounting hole by a plurality of fixing devices attached to the rear end of the rigid tube;
The above-mentioned large-diameter portion of a flexible cylindrical body having a large-diameter portion, a small-diameter portion, and a large-diameter portion, and having a fastener attached to the outer periphery of the large-diameter portion and the outer periphery of the small-diameter portion. A flexible cylindrical body fitting step for fitting the outer circumference of the circular tube outside the manhole;
A flexible cylinder fixing step of fixing the flexible cylinder to the front end of the rigid circular tube by tightening the fastener attached to the outer periphery of the large-diameter portion outside the manhole;
A manhole and a sewer main comprising the sewer main fixing step of propelling the inside of the flexible joint to a position where the end of the sewer main faces the inner wall of the manhole, and tightening the fastener on the outer periphery of the small diameter portion in the shaft. Connection method.
JP2007224036A 2007-08-30 2007-08-30 Structure for connecting manhole and sewer main together Pending JP2009057714A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222897A (en) * 2009-03-25 2010-10-07 Sanritsu:Kk Earthquake-proofing method for existing manhole
US20120020740A1 (en) * 2010-07-21 2012-01-26 Norio Otsuga Connection structure for a manhole pipe and a sewer main pipe
JP6039124B1 (en) * 2016-06-02 2016-12-07 株式会社信明産業 Seismic manhole joint
JP2017061821A (en) * 2015-09-25 2017-03-30 株式会社サンリツ Joint device for sewerage main pipe connecting with manhole, and construction method therefor
JP2017095969A (en) * 2015-11-24 2017-06-01 アロン化成株式会社 Catch basin and drainage system mounted with the same
JP2018059323A (en) * 2016-10-05 2018-04-12 株式会社大林組 Shaft, and design method for vertical shaft during earthquake

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010222897A (en) * 2009-03-25 2010-10-07 Sanritsu:Kk Earthquake-proofing method for existing manhole
US20120020740A1 (en) * 2010-07-21 2012-01-26 Norio Otsuga Connection structure for a manhole pipe and a sewer main pipe
JP2017061821A (en) * 2015-09-25 2017-03-30 株式会社サンリツ Joint device for sewerage main pipe connecting with manhole, and construction method therefor
JP2017095969A (en) * 2015-11-24 2017-06-01 アロン化成株式会社 Catch basin and drainage system mounted with the same
JP6039124B1 (en) * 2016-06-02 2016-12-07 株式会社信明産業 Seismic manhole joint
JP2018059323A (en) * 2016-10-05 2018-04-12 株式会社大林組 Shaft, and design method for vertical shaft during earthquake

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