JP2003090077A - Connecting construction between manhole and sewer main pipe - Google Patents

Connecting construction between manhole and sewer main pipe

Info

Publication number
JP2003090077A
JP2003090077A JP2002019359A JP2002019359A JP2003090077A JP 2003090077 A JP2003090077 A JP 2003090077A JP 2002019359 A JP2002019359 A JP 2002019359A JP 2002019359 A JP2002019359 A JP 2002019359A JP 2003090077 A JP2003090077 A JP 2003090077A
Authority
JP
Japan
Prior art keywords
manhole
main
sewer
connection structure
joint pipe
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP2002019359A
Other languages
Japanese (ja)
Other versions
JP3497151B2 (en
Inventor
Norio Otsuga
則男 大津賀
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP2002019359A priority Critical patent/JP3497151B2/en
Publication of JP2003090077A publication Critical patent/JP2003090077A/en
Application granted granted Critical
Publication of JP3497151B2 publication Critical patent/JP3497151B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a connecting construction between a manhole 1 and a sewer main pipe 2 which is able to greatly displace a sewer main pipe 2 relative to the manhole 1 and also able to provide a watertight elastic connection between the sewer main pipe 2 from the inner side of the manhole 1 and a connecting hole made in the manhole 1. SOLUTION: An inserting portion 21 of the sewer main pipe 2 is loosely fitted to an attaching hole 12 provided in a side wall 11 of the manhole 1 and this is a connecting construction between the manhole 1 and the sewer main pipe 2 for making a watertight connection for a ring-shaped gap 20, and has a joint pipe 3 having a diameter smaller than an attaching hole and larger than the sewer main pipe 2, and one end is hardly adhered watertight to one end of the joint pipe 3 with an inner diameter externally fitted to an inserting portion 21, an assembly body 30 with a boot 4 forming a cylindrical gap 10 to the inner periphery of the joint pipe 3 is inserted from the inside of the manhole 1 to the ring-shaped gap 20, other end of the boot 4 and the other end 22 of the inserting portion 21 are hardly adhered watertight, and mortar 5 is filled in the ring-shaped gap 20 between the attaching hole 12 and the joint pipe 3.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【発明の属する技術分野】この発明は、下水道用マンホ
ールの側壁に下水本管を水密的に弾性接続する接続構造
にかかわり、とくに、マンホールの内部から施工できる
ようにしたマンホールと下水本管との接続構造に関す
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a connection structure for elastically connecting a sewer main to a side wall of a sewer manhole in a watertight manner, and particularly to a manhole and a sewer main that can be installed from inside the manhole. Regarding connection structure.

【0002】[0002]

【従来の技術】雨水升または汚水升となる下水道用マン
ホールの側壁には、遠心力鉄筋コンクリート管(ヒュー
ム管とも言う)、陶管または塩化ビニル管等の下水本管
が接続されている。この下水本管の接続は、下水道用マ
ンホールの側壁に削孔された取付孔に、下水本管の先端
部を挿入し、取付孔の内周と下水本管の先端部の外周と
の間に、モルタルなどの固着材を充填して水密的に行わ
れていた。
2. Description of the Related Art Centrifugal reinforced concrete pipes (also called fume pipes), sewage main pipes such as ceramic pipes or vinyl chloride pipes are connected to the side walls of a sewer manhole which serves as a rainwater chamber or a wastewater chamber. To connect this sewer main, insert the tip of the sewer main into the mounting hole drilled in the side wall of the sewer manhole, and insert it between the inner circumference of the mounting hole and the outer circumference of the tip of the sewer main. It was watertightly filled with a fixing material such as mortar.

【0003】地震、重車両による振動などで、マンホー
ルと下水本管との接続部分に外力が加わると、接続部分
のモルタルなどが破損してシール性が損なわれ下水洩れ
が生じる原因となる。このため、図18に示す如く、マ
ンホール1の側壁11に削孔した取付孔12の内周と下
水本管2の端部(挿入部21)の外周との間を、円筒状
のゴム系弾性シール部材(ブーツ)Aで連結するととも
に締結バンドBおよび楔Cで固定し、両者を弾性結合し
てマンホール1に対して下水本管2が変位できるように
した弾性接続構造が提案されている。
When an external force is applied to the connecting portion between the manhole and the main sewer pipe due to an earthquake or vibration due to a heavy vehicle, the mortar and the like at the connecting portion is damaged and the sealing performance is impaired, causing sewage leakage. Therefore, as shown in FIG. 18, between the inner circumference of the mounting hole 12 formed in the side wall 11 of the manhole 1 and the outer circumference of the end portion (insertion portion 21) of the sewer main 2, a cylindrical rubber-based elastic material is provided. There has been proposed an elastic connection structure in which a sewer main 2 is displaced with respect to a manhole 1 by connecting them with a seal member (boot) A and fixing them with a fastening band B and a wedge C, and elastically connecting them.

【0004】[0004]

【発明が解決しようとする課題】近年、下水本管2の埋
設は推進工法(シールド工法)が多く採用されており、
マンホール1を設置するために掘る立坑1Aの大きさは
効率の観点から小さく形成されている。このため、立坑
1Aの土留めの矢板1Bとマンホール1の側壁11との
隙間が狭く、立坑1A内に施工者Fが入って、マンホー
ル1と下水本管2との接続工事をすることが困難になっ
ている。
In recent years, the propulsion method (shielding method) has been widely adopted for burying the sewer main 2,
The size of the vertical shaft 1A to be dug to install the manhole 1 is small from the viewpoint of efficiency. For this reason, the gap between the earth retaining sheet pile 1B of the vertical shaft 1A and the side wall 11 of the manhole 1 is narrow, and it is difficult for the builder F to enter the vertical shaft 1A and perform the connection work between the manhole 1 and the sewer main 2. It has become.

【0005】この発明の目的は、マンホールの内側から
下水本管とマンホールに開けた接続穴とを水密的に弾性
接続する施工が容易にできるようにしたマンホールと下
水本管との接続構造の提供にある。
It is an object of the present invention to provide a connection structure for a manhole and a sewer main, which facilitates a watertight elastic connection between the inside of the manhole and the connection hole formed in the manhole. It is in.

【0006】[0006]

【課題を解決するための手段】請求項1に記載の発明
は、マンホールの側壁に設けた取付孔に、下水本管の端
部である挿入部を遊嵌させて、前記取付孔と前記挿入部
との環状隙間を水密的に接続するマンホールと下水本管
との接続構造であって、前記取付孔より径小で前記下水
本管より径大である継手管と、一端が該継手管の一端に
水密的に固着されるとともに前記挿入部に外嵌される内
径を有し、前記継手管の内周との間に筒状空間を形成す
るブーツとの組付け体を、マンホール内から前記組付け
体の一端を先にして前記環状隙間に差し込み、前記ブー
ツの他端と前記挿入部の他端とを水密的に固着し、前記
取付孔と前記継手管との環状隙間に充填材を充填するこ
とを特徴とする。
According to a first aspect of the present invention, an insertion portion, which is an end portion of a sewer main, is loosely fitted into a mounting hole formed in a side wall of a manhole, and the mounting hole and the insertion hole are inserted. A connection structure of a manhole and a sewer main that water-tightly connect an annular gap with a section, a joint pipe having a diameter smaller than the mounting hole and larger than the sewer main, and one end of the joint pipe An assembly with a boot that is watertightly fixed to one end and has an inner diameter that is externally fitted to the insertion portion and that forms a cylindrical space with the inner circumference of the joint pipe is provided from inside the manhole. Insert one end of the assembled body into the annular gap first, fix the other end of the boot and the other end of the insertion portion in a watertight manner, and fill the annular gap between the mounting hole and the joint pipe with a filler. It is characterized by filling.

【0007】[0007]

【発明の作用】請求項1に記載の発明では、マンホール
の内側から下水本管より径大の取付孔を削孔し、この取
付孔にマンホールの外側から下水本管の端部(挿入部)
を差し込む。つぎに、マンホールの内側から取付孔と挿
入部との環状隙間に継手管およびブーツの組付け体を差
し込み、ブーツの他端を固着手段で下水本管の他端に水
密的に固着する。さらに、マンホール内から取付孔と継
手管との環状隙間へ充填材を詰める。
According to the invention described in claim 1, a mounting hole having a diameter larger than that of the main sewer is bored from the inside of the manhole, and the end (insertion portion) of the main sewer is inserted into the mounting hole from the outside of the manhole.
Plug in. Next, the assembly of the joint pipe and the boot is inserted into the annular gap between the mounting hole and the insertion portion from the inside of the manhole, and the other end of the boot is watertightly fixed to the other end of the sewer main by the fixing means. Further, the filling material is filled from the inside of the manhole into the annular gap between the mounting hole and the joint pipe.

【0008】[0008]

【発明の効果】これにより、狭い立坑にマンホールを設
置し、下水本管を弾性接続する作業が全てマンホール内
から行え、施工が容易である。また、下水本管の挿入部
を取付孔に固定した継手管にブーツおよび筒状空間を介
して弾性保持しているため、マンホールの側壁に対して
下水本管が大きい範囲で変位できる。これにより、地
震、地殻変動、下水本管の埋設位置の上を重車両が通過
することによる負荷などで、下水本管のマンホールへの
接続部が破損したり、シール面が縁切れする不具合が有
効に防止できる。
As a result, all the work of installing a manhole in a narrow shaft and elastically connecting the sewer mains can be performed from within the manhole, and the construction is easy. Further, since the insertion portion of the sewage main is elastically held in the joint pipe fixed to the mounting hole via the boot and the tubular space, the sewage main can be displaced in a large range with respect to the side wall of the manhole. As a result, due to earthquakes, crustal movements, and loads caused by heavy vehicles passing over the buried location of the sewer main, the connection of the sewer main to the manhole may be damaged or the sealing surface may be cut off. It can be effectively prevented.

【0009】請求項2に記載の発明では、ブーツの一端
は鍔部および該鍔部の外縁を他端側に延長した筒縁部と
を有し、該筒縁部が継手管の一端に外嵌することを特徴
とする。この構成により、ブーツの一端と挿入部の一端
とを正確に同心上に配置でき、筒状空間が全周および全
長に均等に形成できる。このため、下水本管が軸方向に
移動する負荷に対してもマンホールとの許容相対変位を
大きくでき、地震等による下水本管のマンホールへの接
続部の破損防止に有効である。
According to the second aspect of the present invention, one end of the boot has a flange portion and a tubular edge portion extending an outer edge of the collar portion to the other end side, and the tubular edge portion is externally attached to one end of the joint pipe. It is characterized by fitting. With this configuration, one end of the boot and one end of the insertion portion can be accurately and concentrically arranged, and the cylindrical space can be formed uniformly over the entire circumference and the entire length. For this reason, the allowable relative displacement with respect to the manhole can be increased even with respect to the load in which the sewer main moves in the axial direction, which is effective in preventing damage to the connection part of the sewer main to the manhole due to an earthquake or the like.

【0010】請求項3に記載の発明では、ブーツの一端
または他端の固着を締結バンドで行っている。締結バン
ドは、ステンレス製であり、継手管の一端に外嵌させた
ブーツの一端に外嵌めしてあり、ネジを締めることによ
り、両者を水密的に固着する。他端の締結バンドの締結
は、組付け体の差し込み時には緩めてあり、組付け体を
差し込み、その後に締結してブーツの他端を挿入部の他
端に締結する。
According to the third aspect of the invention, one end or the other end of the boot is fixed by the fastening band. The fastening band is made of stainless steel, and is externally fitted to one end of the boot that is fitted to one end of the joint pipe, and the two are watertightly fixed by tightening a screw. The fastening band at the other end is loosened when the assembly is inserted, the assembly is inserted, and then the other end of the boot is fastened to the other end of the insertion portion.

【0011】請求項4に記載の発明では、筒状空間の他
端側に弾性リングを嵌め込んでいる。この弾性リングに
より、筒状空間にゴミなどの異物が詰まる不具合を解消
できる。
According to the fourth aspect of the invention, the elastic ring is fitted on the other end side of the cylindrical space. With this elastic ring, it is possible to eliminate the problem that foreign matter such as dust is stuck in the cylindrical space.

【0012】請求項5に記載の発明では、継手管の他端
に、締め付け工具を差し込む切欠きを設けている。マン
ホール内への突出しを防止するため、継手管の他端と、
ブーツの他端と、挿入部の他端とは、マンホールの内壁
面とほぼ面一に設定される。このため、ブーツの他端を
挿入部の他端に水密的に固着するための締結バンドを締
め付ける際に、締め付け工具を差し込むことが困難であ
る。この発明の如く、切欠きを形成することにより、締
結バンドの締め付け作業が容易に行える。
According to the fifth aspect of the present invention, a notch for inserting a tightening tool is provided at the other end of the joint pipe. In order to prevent protrusion into the manhole, with the other end of the joint pipe,
The other end of the boot and the other end of the insertion portion are set to be substantially flush with the inner wall surface of the manhole. Therefore, it is difficult to insert a tightening tool when tightening the fastening band for water-tightly fixing the other end of the boot to the other end of the insertion portion. By forming the notch as in the present invention, the fastening operation of the fastening band can be easily performed.

【0013】請求項6に記載の発明では、ブーツの他端
を挿入部の他端に水密的に固着するための締結バンドを
締め付け後に、切欠きを防水部材で塞ぐことを特徴とす
る。モルタルなどの充填材は防水性が完全ではなく、経
時的に切欠き部分を通じて短絡浸水路が形成されやす
い。この構成により、充填材からの浸水が切欠きを通じ
てマンホール内に浸入する不具合を長期間に渡って防止
できる。
The invention according to claim 6 is characterized in that the notch is closed with a waterproof member after tightening a fastening band for watertightly fixing the other end of the boot to the other end of the insertion portion. Fillers such as mortar are not completely waterproof, and a short-circuit inundation channel is likely to be formed over time through the notch. With this configuration, it is possible to prevent, for a long period of time, a problem that water from the filling material enters the manhole through the notch.

【0014】請求項7に記載の発明は、マンホールの側
壁に設けた取付孔に、下水本管の端部である挿入部を遊
嵌させて、取付孔と挿入部との環状隙間を水密的に接続
するマンホールと下水本管との接続構造であって、環状
隙間に、取付孔より径小で下水本管より径大の継手管を
差し込むとともに、継手管と下水本管との間にマンホー
ル内から環状弾性パッキンを嵌め込んで筒状空間を形成
するとともにシールを行い、取付孔と継手管との環状隙
間に充填材を充填することを特徴とする。
According to a seventh aspect of the present invention, the insertion portion, which is the end of the sewer main, is loosely fitted into the attachment hole provided in the side wall of the manhole, and the annular gap between the attachment hole and the insertion portion is watertight. The connection structure between the manhole and the main sewer pipe is connected to the annular gap, and a joint pipe with a diameter smaller than the mounting hole and a diameter larger than the main sewer pipe is inserted into the annular gap, and the manhole is placed between the joint pipe and the main sewer pipe. It is characterized in that an annular elastic packing is fitted from the inside to form a tubular space and sealing is performed, and a filling material is filled in an annular gap between the mounting hole and the joint pipe.

【0015】この構成では、狭い立坑にマンホールを設
置し、下水本管を弾性接続する作業が全てマンホール内
から行え、施工が容易である。また、下水本管の挿入部
を取付孔に固定した継手管に環状弾性パッキンで支持さ
れた筒状空間を介して弾性保持しているため、マンホー
ルの側壁に対して下水本管が大きい範囲で変位できる。
これにより、地震、地殻変動、下水本管の埋設位置の上
を重車両が通過することによる負荷などで、下水本管の
マンホールへの接続部が破損したり、シール面が縁切れ
する不具合が有効に防止できる。
With this construction, the manhole is installed in a narrow shaft, and all the work of elastically connecting the sewer mains can be performed from within the manhole, so that the construction is easy. Also, since the insertion part of the sewage main is elastically held in the joint pipe fixed to the mounting hole via the tubular space supported by the annular elastic packing, the sewage main can be used in a large range with respect to the side wall of the manhole. Can be displaced.
As a result, due to earthquakes, crustal movements, and loads caused by heavy vehicles passing over the buried location of the sewer main, the connection of the sewer main to the manhole may be damaged or the sealing surface may be cut off. It can be effectively prevented.

【0016】請求項8に記載の発明では、継手管の一端
に環状保持部材を取り付けている。これにより、マンホ
ールの内側から取付孔と挿入部との環状隙間に、継手管
を挿入部と同心を維持しながら外嵌する作業が容易にな
る。また、筒状空間が全周に渡って均等にでき、環状弾
性パッキンの差し込み作業が円滑に行える。
In the invention according to claim 8, an annular holding member is attached to one end of the joint pipe. This facilitates the work of fitting the joint pipe from the inside of the manhole into the annular gap between the mounting hole and the insertion portion while maintaining the concentricity with the insertion portion. Further, the cylindrical space can be made uniform over the entire circumference, and the work of inserting the annular elastic packing can be performed smoothly.

【0017】請求項9に記載の発明では環状保持部材は
継手管の一端に取り付けた発泡樹脂製のリングであるこ
とを特徴とする。環状保持部材を発泡樹脂で形成する
と、強度が適正であるとともにコストが安価で実用性が
高い。
According to a ninth aspect of the present invention, the annular holding member is a foam resin ring attached to one end of the joint pipe. When the annular holding member is made of foamed resin, the strength is appropriate, the cost is low, and the practicality is high.

【0018】請求項10に記載の発明は、マンホールの
側壁に設けた取付孔に、下水本管の端部である挿入部を
遊嵌させて、取付孔と挿入部との環状隙間を水密的に接
続するマンホールと下水本管との接続構造であって、環
状隙間に、取付孔より径小であるとともに下水本管より
径大であり、先端に挿入部とシール作用を有する環状保
持部材を備えた継手管を差し込むとともに、継手管と下
水本管との間にマンホール内から弾性体を嵌め込んで筒
状空間を形成し、取付孔と継手管との環状隙間に充填材
を充填することを特徴とする。
According to the tenth aspect of the present invention, the insertion portion, which is the end of the sewer main, is loosely fitted into the attachment hole provided in the side wall of the manhole, and the annular gap between the attachment hole and the insertion portion is watertight. A connecting structure for connecting a manhole and a main sewer pipe, wherein the annular gap has a smaller diameter than the mounting hole and a larger diameter than the main sewer pipe, and an annular holding member having an insertion portion and a sealing action at the tip. Insert a fitting pipe provided with it, and insert an elastic body from inside the manhole between the fitting pipe and the main sewer pipe to form a cylindrical space, and fill the annular gap between the mounting hole and the fitting pipe with filler. Is characterized by.

【0019】この構成では、環状保持部材により継手管
の一端と下水本管とのシールおよび同心性を確保し、複
数の弾性体で筒状空間を形成している。このため、環状
弾性パッキンに較べて、複数の弾性体は差し込みが容易
に行え、簡単な工具で筒状空間を形成できる利点があ
る。
In this construction, the annular holding member secures the seal and concentricity between one end of the joint pipe and the main sewer pipe, and a plurality of elastic bodies form a cylindrical space. Therefore, as compared with the annular elastic packing, the plurality of elastic bodies can be easily inserted, and the cylindrical space can be formed with a simple tool.

【0020】請求項11に記載の発明では、継手管の他
端に、マンホール内壁に係合する係止部材を設けてい
る。係止部材はこの発明の必須の構成要件ではないが、
係止部材により、継手管およびブーツの組付け体を、マ
ンホールの内側から取付孔と挿入部との環状隙間に、差
し込む作業が適切、かつ迅速に行える利点がある。係止
部材は、請求項12に記載の如く、上下に各1つ設けら
れた係止板であると安価で実用性が高い。
According to the eleventh aspect of the invention, a locking member that engages with the inner wall of the manhole is provided at the other end of the joint pipe. Although the locking member is not an essential component of this invention,
With the locking member, there is an advantage that the assembly of the joint pipe and the boot can be appropriately and quickly inserted from the inside of the manhole into the annular gap between the mounting hole and the insertion portion. As described in the twelfth aspect, the locking member is inexpensive and highly practical if it is a locking plate provided one above and one below.

【0021】請求項13に記載の発明では、継手管の外
周に樹脂層を設けて、モルタルなどの充填材とのなじみ
をよくしている。これにより、取付孔に継手管が強固に
固着でき、シールの耐久性が向上する。
In a thirteenth aspect of the present invention, a resin layer is provided on the outer periphery of the joint pipe to improve compatibility with a filler such as mortar. As a result, the joint pipe can be firmly fixed to the mounting hole, and the durability of the seal is improved.

【0022】[0022]

【発明の実施の形態】請求項1〜4にかかる第1発明の
実施例を、図1〜図6とともに説明する。図1は、下水
道用マンホール1を設置する施工を示す。下水道用マン
ホール1は、雨水升または汚水升を構成する鉄筋コンク
リート構造物で、予め箱体形状に形成されている。マン
ホール1は、設定する場所に掘られ矢板1Bで土留めさ
れた立坑1A内に、クレーンなどで吊って設置される。
つづいて、マンホール1の側壁11の所定位置に、略円
形の取付孔12を内側から削孔する。
DETAILED DESCRIPTION OF THE INVENTION An embodiment of the first invention according to claims 1 to 4 will be described with reference to FIGS. FIG. 1 shows a construction for installing a sewer manhole 1. The sewer manhole 1 is a reinforced concrete structure that constitutes a rainwater box or a sewage box, and is formed in a box shape in advance. The manhole 1 is installed by suspending it with a crane or the like in a shaft 1A dug in a setting place and earthed by a sheet pile 1B.
Subsequently, a substantially circular mounting hole 12 is drilled from the inside at a predetermined position on the side wall 11 of the manhole 1.

【0023】下水本管2は、鉄筋コンクリート管、陶管
または塩化ビニル管などの導水管で、円形断面を有す
る。下水本管2の埋設は、立坑1Aから離れた位置に掘
った発進立坑からシールドマシン(いずれも図示せず)
で、横坑を掘りながら所定長さの下水本管2を横坑に差
し込む。下水本管2は、カラーで接続して横坑を前進さ
せて、先端を立坑1A内の設定位置に突き出させる。
The main sewer pipe 2 is a water pipe such as a reinforced concrete pipe, a ceramic pipe or a vinyl chloride pipe, and has a circular cross section. The sewage main 2 is buried from the starting shaft dug away from the shaft 1A to a shield machine (neither is shown).
Then, while digging the side shaft, the sewer main 2 of a predetermined length is inserted into the side shaft. The sewage mains 2 are connected by a collar to advance the side shaft so that the tip projects to a set position in the shaft 1A.

【0024】立坑1A内に突き出した下水本管2の先端
は、取付孔12に同心的に差し込まれた挿入部21とな
っている。取付孔12と挿入部21との間には、円筒状
の環状隙間20が形成されている。この発明のマンホー
ル1と下水本管2との接続は、図2に示す如く、取付孔
12と挿入部21との環状隙間20に、継手管3とブー
ツ4との組付け体30を差し込むことにより行う。
The tip of the main sewer pipe 2 protruding into the vertical shaft 1A serves as an insertion portion 21 concentrically inserted into the mounting hole 12. A cylindrical annular gap 20 is formed between the mounting hole 12 and the insertion portion 21. To connect the manhole 1 and the main sewer pipe 2 of the present invention, as shown in FIG. 2, insert the assembled body 30 of the joint pipe 3 and the boot 4 into the annular gap 20 between the mounting hole 12 and the insertion portion 21. By.

【0025】継手管3は、ステンレス鋼製、鉄製または
樹脂製で、取付孔12より径小であるとともに下水本管
2より径大であり、側壁11の厚さより幾分長い全長を
有する。この実施例では、図3に示す如く、継手管3の
マンホール1の内側端(他端)31に、係止部材として
の係止板32、32が上下に突設されている。係止部材
は、この発明の必須の構成要件ではないが、あると施工
が容易になる利点がある。なお、係止板32は1または
3以上であってもよい。
The joint pipe 3 is made of stainless steel, iron or resin, has a smaller diameter than the mounting hole 12 and a larger diameter than the main sewer pipe 2, and has a total length somewhat longer than the thickness of the side wall 11. In this embodiment, as shown in FIG. 3, locking plates 32, 32 as locking members are vertically provided at the inner end (the other end) 31 of the manhole 1 of the joint pipe 3 so as to vertically project. The locking member is not an indispensable constituent element of the present invention, but if it exists, there is an advantage that the construction becomes easy. The locking plate 32 may be one or three or more.

【0026】ブーツ4はゴム製であり、挿入部21に円
滑に外嵌できる内径を有し、継手管3と略同一長さの筒
部41を有する。筒部41のマンホール1の外側端(一
端)には、外径が継手管3の外径より大きい鍔部42が
設けられている。鍔部42の外縁から他端方向に筒縁部
43が延設されている。鍔部42の内周には、挿入を容
易にするためのテーパー部44が設けられている。筒縁
部43は、継手管3の一端33に外嵌され、ステンレス
帯に締結具を付設した締結バンド45で水密的に締結さ
れている。
The boot 4 is made of rubber, has an inner diameter capable of being smoothly fitted to the insertion portion 21, and has a tubular portion 41 having substantially the same length as the joint pipe 3. A flange 42 having an outer diameter larger than the outer diameter of the joint pipe 3 is provided at the outer end (one end) of the manhole 1 of the tubular portion 41. A cylindrical edge portion 43 extends from the outer edge of the collar portion 42 toward the other end. A taper portion 44 is provided on the inner periphery of the collar portion 42 to facilitate insertion. The cylindrical edge portion 43 is fitted onto one end 33 of the joint pipe 3 and is watertightly fastened by a fastening band 45 in which a fastener is attached to a stainless steel band.

【0027】組付け体30は、図4に示す如く、環状隙
間20に、係止板32、32がマンホール1の内壁に当
接するまで差し込む。つづいて、筒部41の他端46を
締結バンド47で挿入部21の他端22の外周に締結す
る。締結バンド47は、図2に示す如く、予め緩めた状
態で筒部41の他端46の外周に取り付けておくと施工
が効率的に行える。この施工において、ブーツ4の筒部
41は挿入部21に外嵌し、鍔部42は組付け体30を
下水本管2と同軸的に保つ作用を有する。係止板32、
32は、組付け体30の差し込み位置の位置決めに有効
である。
As shown in FIG. 4, the assembly 30 is inserted into the annular gap 20 until the locking plates 32, 32 come into contact with the inner wall of the manhole 1. Subsequently, the other end 46 of the tubular portion 41 is fastened to the outer periphery of the other end 22 of the insertion portion 21 with the fastening band 47. As shown in FIG. 2, the fastening band 47 is attached to the outer circumference of the other end 46 of the tubular portion 41 in a loosened state in advance, so that the construction can be performed efficiently. In this construction, the tubular portion 41 of the boot 4 is externally fitted to the insertion portion 21, and the collar portion 42 has a function of keeping the assembled body 30 coaxial with the sewer main pipe 2. Locking plate 32,
32 is effective for positioning the insertion position of the assembly 30.

【0028】つづいて、図5に示す如く、継手管3と取
付孔12との環状隙間20をモルタル5で充填する。こ
れにより、モルタル5でマンホール1の側壁11に固着
された継手管3に、ブーツ4を介して水密的に弾性接続
され、筒状空間10を有して回転方向、半径方向および
軸方向に大きく変位可能な下水本管2の接続構造が得ら
れる。
Subsequently, as shown in FIG. 5, the annular gap 20 between the joint pipe 3 and the mounting hole 12 is filled with the mortar 5. As a result, the joint pipe 3 fixed to the side wall 11 of the manhole 1 with the mortar 5 is elastically connected in a watertight manner via the boot 4, and has the cylindrical space 10 and is largely movable in the rotational direction, the radial direction and the axial direction. A displaceable sewer main 2 connection structure is obtained.

【0029】図6は第1発明の第2実施例を示し、継手
管3とブーツ4との筒状空間10にゴミなどの異物が詰
まることを防止するため、弾性リング40を嵌め込んで
いる。筒状空間10にゴミなどの異物が詰まると、下水
本管2のマンホール1に対する変位の許容範囲が低減す
る。弾性リング40は、中空のエラストマーで形成する
と、筒状空間10への嵌め込みが容易である。
FIG. 6 shows a second embodiment of the first invention, in which an elastic ring 40 is fitted to prevent foreign matters such as dust from clogging the cylindrical space 10 between the joint pipe 3 and the boot 4. . When the cylindrical space 10 is clogged with foreign matter such as dust, the allowable range of displacement of the sewer main 2 with respect to the manhole 1 is reduced. If the elastic ring 40 is formed of a hollow elastomer, it can be easily fitted into the tubular space 10.

【0030】この結果、地震、地殻変動、マンホール1
または下水本管2の埋設位置の上を重車両が通過するこ
となどにより、接続部に剪断力、引っ張り力、圧縮力、
捩じり力などの負荷が加わっても、下水本管2のマンホ
ール1への接続部が破損したり、シール面の縁切れが発
生し、浸水が生じる不具合を防止できる。
As a result, earthquakes, crustal movements, manholes 1
Alternatively, when a heavy vehicle passes over the buried position of the sewer main line 2, shearing force, tensile force, compressive force,
Even if a load such as a twisting force is applied, it is possible to prevent a problem that the connection part of the sewer main pipe 2 to the manhole 1 is damaged, the edge of the sealing surface is cut off, and water is flooded.

【0031】図7〜図9は、請求項5、6にかかる第1
発明の第3実施例を示す。マンホール1内への突出しを
防止し円滑な排水を確保するため、継手管3の他端31
と、ブーツ4の筒部41の他端46と、挿入部21の他
端22とは、マンホール1の内壁面1Cとほぼ面一に設
定される。このため、締結バンド47を施工現場で締め
付ける際に、締め付け作業が困難となる。
7 to 9 show the first aspect of the fifth and sixth aspects.
3rd Example of invention is shown. In order to prevent protrusion into the manhole 1 and ensure smooth drainage, the other end 31 of the joint pipe 3
The other end 46 of the tubular portion 41 of the boot 4 and the other end 22 of the insertion portion 21 are set to be substantially flush with the inner wall surface 1C of the manhole 1. For this reason, when tightening the fastening band 47 at the construction site, the tightening work becomes difficult.

【0032】この実施例では、継手管3の他端31の上
側に略矩形の切欠き38を設け、係止板32を下側に1
つのみ設けている。切欠き38は、図8に示す如く、レ
ンチ6で締結バンド47の締結ボルト48を締め付ける
際に、レンチ6を挿入および回動させる窓となる。この
構成により、締結ボルト48の締め付け作業が容易にで
きる。切欠き38の形状は円弧形など他の形状であって
もよい。
In this embodiment, a substantially rectangular notch 38 is provided on the upper side of the other end 31 of the joint pipe 3, and the locking plate 32 is provided on the lower side.
Only one is provided. As shown in FIG. 8, the notch 38 serves as a window into which the wrench 6 is inserted and rotated when tightening the fastening bolt 48 of the fastening band 47 with the wrench 6. With this configuration, the tightening work of the fastening bolt 48 can be facilitated. The shape of the notch 38 may be another shape such as an arc shape.

【0033】充填材として通常に使用されるモルタル5
が水の浸透性を有するため、切欠き38が存在すると経
時的に地下水が浸透する浸水路が形成されやすい。この
実施例では、ゴム製の防水部材39を切欠き38に嵌め
込んでいる。この結果、切欠き38に短絡した浸水路が
形成されることが阻止でき、長期間に渡って浸水を有効
に防止できる。
Mortar 5 commonly used as a filler
Has water permeability, the presence of the notch 38 tends to form a flooded channel through which groundwater permeates with time. In this embodiment, a rubber waterproof member 39 is fitted in the notch 38. As a result, it is possible to prevent the formation of a short-circuited water inflow path in the notch 38, and it is possible to effectively prevent water inflow over a long period of time.

【0034】この実施例では、モルタル5のマンホール
1側にエポキシ系の防水層51を形成している。これに
より、モルタル5を通じての地下水の浸水を長期間に渡
って阻止することが可能になる。また、この実施例で
も、係止板32を複数設けてもよい。
In this embodiment, an epoxy waterproof layer 51 is formed on the manhole 1 side of the mortar 5. This makes it possible to prevent the infiltration of groundwater through the mortar 5 for a long period of time. Also in this embodiment, a plurality of locking plates 32 may be provided.

【0035】請求項7〜9にかかる第2発明を、図10
〜図13とともに説明する。この発明では、マンホール
1と下水本管2との接続構造は、図10に示す如く、取
付孔12と挿入部21との環状隙間20に、マンホール
1内から継手管3を差し込むことにより行う。継手管3
の一端33には、発泡樹脂またはゴムで形成した先端保
持環34が取り付けられている。先端保持環34は略矩
形の断面を有し、差し込みを容易にするために、一端の
内周角に傾斜面35が形成されている。
FIG. 10 shows the second invention according to claims 7-9.
~ It demonstrates with FIG. In the present invention, the connection structure between the manhole 1 and the main sewer pipe 2 is performed by inserting the joint pipe 3 from the inside of the manhole 1 into the annular gap 20 between the mounting hole 12 and the insertion portion 21, as shown in FIG. Joint pipe 3
A tip holding ring 34 made of foamed resin or rubber is attached to one end 33 of the. The tip holding ring 34 has a substantially rectangular cross section, and an inclined surface 35 is formed at the inner peripheral angle at one end to facilitate insertion.

【0036】図11は、継手管3を取付孔12に差し込
んだ状態を示し、係止板32、32が側壁11の内側面
に当接し、先端保持環34の作用で、取付孔12と挿入
部21とは同心に保持され筒状空間10が形成されてい
る。つぎに、図12に示す如く、マンホール1内から筒
状空間10に、圧入機70で環状弾性パッキン7を圧入
する。環状弾性パッキン7は、この実施例では、前端に
半円状の筒部71を有し、内周および外周にはシール製
を向上させるとともに変形を容易にするために凹凸7
2、73が周設され、後端には治具への取付凹所74が
設けられている。
FIG. 11 shows a state in which the joint pipe 3 is inserted into the mounting hole 12, in which the locking plates 32, 32 come into contact with the inner side surface of the side wall 11 and the distal end retaining ring 34 acts to insert the joint pipe 3 into the mounting hole 12. A cylindrical space 10 is formed concentrically with the portion 21. Next, as shown in FIG. 12, the annular elastic packing 7 is press-fitted from the manhole 1 into the cylindrical space 10 by the press-fitting machine 70. In this embodiment, the annular elastic packing 7 has a semi-cylindrical tubular portion 71 at the front end thereof, and the inner and outer circumferences of the ring-shaped elastic packing 7 improve the sealing property and facilitate the deformation.
2, 73 are circumferentially provided, and a jig mounting recess 74 is provided at the rear end.

【0037】環状弾性パッキン7を圧入した後は、図1
3に示す如く、継手管3と取付孔12との環状隙間20
をモルタル5で充填する。これにより、モルタル5でマ
ンホール1の側壁11に固着された継手管3に、先端保
持環34および環状弾性パッキン7を介して水密的に弾
性接続され、筒状空間10を有して回転方向、半径方向
および軸方向に大きく変位可能な下水本管2の接続構造
が得られる。
After press-fitting the annular elastic packing 7, FIG.
3, an annular gap 20 between the joint pipe 3 and the mounting hole 12
With mortar 5. As a result, the joint pipe 3 fixed to the side wall 11 of the manhole 1 with the mortar 5 is water-tightly elastically connected to the joint pipe 3 via the tip holding ring 34 and the annular elastic packing 7, and has the cylindrical space 10 in the rotational direction, A connection structure of the main sewer pipe 2 that can be largely displaced in the radial direction and the axial direction is obtained.

【0038】図13に示す如く、継手管3の外周にモル
タル5となじみのよいエポキシ系の樹脂層37を設けて
おくと、シールの確保に有効である。さらに、継手管3
の内周にストッパーリング36を嵌め込んである。スト
ッパーリング36の作用は、圧入された環状弾性パッキ
ン7を下水本管2に押圧させてシール性を増大させるこ
とにある。
As shown in FIG. 13, if an epoxy resin layer 37 that is well compatible with the mortar 5 is provided on the outer circumference of the joint pipe 3, it is effective to secure a seal. Furthermore, the joint pipe 3
A stopper ring 36 is fitted on the inner circumference of the. The function of the stopper ring 36 is to press the press-fitted annular elastic packing 7 against the main sewer pipe 2 to increase the sealing property.

【0039】図14は、第2発明の第2実施例を示す。
この実施例では、筒状空間10に、複数の環状弾性パッ
キン7を直列に圧入している。この構成では、下水本管
2が、抜け出し方向に引っ張られて変位したときにもシ
ール性が確保できる利点がある。なお、環状弾性パッキ
ン7を水膨張ゴムで形成し、シール性を向上させる方法
も有効である。
FIG. 14 shows a second embodiment of the second invention.
In this embodiment, a plurality of annular elastic packings 7 are press-fitted in series in the cylindrical space 10. With this configuration, there is an advantage that the sealing performance can be secured even when the sewer main pipe 2 is pulled and displaced in the withdrawal direction. It is also effective to form the annular elastic packing 7 with water-expanded rubber to improve the sealing property.

【0040】図15は、第2発明の第3実施例を示す。
この実施例では、所定長さの下水本管2の挿入部21を
切断して継手管3、環状弾性パッキン7との組付け体5
0を形成している。この組付け体50は、挿入部21の
切断端に外嵌させたステンレス鋼製のカラー26で下水
本管2の端部に連結する。この方法によれば、施工現場
での工事がさらに容易になる。
FIG. 15 shows a third embodiment of the second invention.
In this embodiment, the insertion portion 21 of the sewer main pipe 2 having a predetermined length is cut to assemble the joint pipe 3 and the annular elastic packing 7 with the assembled body 5.
Forming 0. The assembly 50 is connected to the end of the main sewer 2 by a stainless steel collar 26 fitted on the cut end of the insertion part 21. According to this method, construction at the construction site becomes easier.

【0041】図16、図17は第3発明を示す。この発
明では、環状弾性パッキン7の代わりに、複数のゴム製
棒状の弾性体8を筒状空間10に等間隔でネジ91付き
締め付け具9により圧入している。この構成では、継手
管3と挿入部21とのシールは、ゴム製の先端保持環3
4で行い、筒状空間10の形成は、複数のゴム製棒状の
弾性体8で行っている。この発明では、弾性体8の圧入
に簡単な治具が使用できる利点がある。
16 and 17 show the third invention. In the present invention, instead of the annular elastic packing 7, a plurality of rubber rod-shaped elastic bodies 8 are press-fitted into the cylindrical space 10 at equal intervals by the fasteners 9 with the screws 91. In this configuration, the joint pipe 3 and the insertion portion 21 are sealed by the rubber tip holding ring 3
4 and the tubular space 10 is formed by a plurality of rubber rod-shaped elastic bodies 8. The present invention has an advantage that a simple jig can be used for press-fitting the elastic body 8.

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

【図1】第1発明のマンホールと下水本管との接続施工
図である。
FIG. 1 is a connection construction diagram of a manhole and a sewer main of the first invention.

【図2】第1発明のマンホールと下水本管との接続施工
図である。
FIG. 2 is a connection construction diagram of the manhole of the first invention and the main sewer pipe.

【図3】継手管の正面図(イ)および断面図(ロ)であ
る。
FIG. 3 is a front view (a) and a sectional view (b) of the joint pipe.

【図4】第1発明のマンホールと下水本管との接続施工
図である。
FIG. 4 is a connection construction diagram of the manhole and the sewer main of the first invention.

【図5】第1発明のマンホールと下水本管との接続施工
図である。
FIG. 5 is a connection construction diagram of the manhole and the sewer main of the first invention.

【図6】第1発明の第2実施例のマンホールと下水本管
との接続構造の断面図である。
FIG. 6 is a sectional view of a connection structure between a manhole and a sewer main according to a second embodiment of the first invention.

【図7】第1発明の第3実施例のマンホールと下水本管
との接続構造の断面図である。
FIG. 7 is a sectional view of a connection structure between a manhole and a sewer main according to a third embodiment of the first invention.

【図8】第1発明の第3実施例の継手管と下水本管との
接続構造の斜視図である。
FIG. 8 is a perspective view of a connection structure between a joint pipe and a sewer main pipe according to a third embodiment of the first invention.

【図9】第1発明の第3実施例の継手管の斜視図であ
る。
FIG. 9 is a perspective view of a joint pipe of a third embodiment of the first invention.

【図10】第2発明のマンホールと下水本管との接続施
工図である。
FIG. 10 is a connection construction diagram of the manhole and the sewer main of the second invention.

【図11】第2発明のマンホールと下水本管との接続施
工図である。
FIG. 11 is a connection construction diagram of the manhole and the sewer main of the second invention.

【図12】第2発明のマンホールと下水本管との接続施
工図である。
FIG. 12 is a connection construction diagram of the manhole and the sewer main of the second invention.

【図13】第2発明のマンホールと下水本管との接続構
造の断面図である。
FIG. 13 is a cross-sectional view of a connection structure between a manhole and a sewer main of the second invention.

【図14】第2発明の第2実施例のマンホールと下水本
管との接続施工図である。
FIG. 14 is a connection construction diagram of the manhole and the sewer main of the second embodiment of the second invention.

【図15】第2発明の第3実施例のマンホールと下水本
管との接続施工図である。
FIG. 15 is a connection construction diagram of the manhole and the sewer main of the third embodiment of the second invention.

【図16】第3発明のマンホールと下水本管との接続施
工図である。
FIG. 16 is a connection construction diagram of the manhole and the sewer main of the third invention.

【図17】第3発明のマンホールと下水本管との接続施
工図である。
FIG. 17 is a connection construction diagram of the manhole and the sewer main of the third invention.

【図18】従来のマンホールと下水本管との接続施工図
である。
FIG. 18 is a connection construction diagram of a conventional manhole and a main sewer pipe.

【符号の説明】[Explanation of symbols]

1 マンホール 10 筒状空間 11 側壁 12 取付孔 2 下水本管 20 環状隙間 21 挿入部 22 挿入部の他端 3 継手管 30 継手管とブーツとの組付け体 32 係止板(係止部材) 33 継手管の一端 34 先端保持環(環状保持部材) 37 樹脂層 38 切欠き 39 防水部材 4 ブーツ 40 弾性リング 42 鍔部 43 筒縁部 45、47 締結バンド 46 筒部の他端 48 締結ボルト 5 モルタル(充填材) 7 環状弾性パッキン 8 弾性体 1 manhole 10 cylindrical space 11 Side wall 12 mounting holes 2 Sewage main 20 annular gap 21 Insert 22 The other end of the insertion part 3 joint pipe 30 Assembly of joint pipe and boot 32 Locking plate (locking member) 33 One end of joint pipe 34 Tip retaining ring (annular retaining member) 37 Resin layer 38 Notches 39 Waterproof material 4 boots 40 elastic ring 42 collar part 43 Cylinder edge 45, 47 Fastening band 46 the other end of the cylinder 48 fastening bolts 5 Mortar (filler) 7 Ring elastic packing 8 elastic body

Claims (13)

【特許請求の範囲】[Claims] 【請求項1】 マンホールの側壁に設けた取付孔に、下
水本管の端部である挿入部を遊嵌させて、前記取付孔と
前記挿入部との環状隙間を水密的に接続するマンホール
と下水本管との接続構造であって、 前記取付孔より径小で前記下水本管より径大である継手
管と、一端が該継手管の一端に水密的に固着されるとと
もに前記挿入部に外嵌される内径を有し、前記継手管の
内周との間に筒状空間を形成するブーツとの組付け体
を、マンホール内から前記組付け体の一端を先にして前
記環状隙間に差し込み、前記ブーツの他端と前記挿入部
の他端とを水密的に固着し、前記取付孔と前記継手管と
の環状隙間に充填材を充填することを特徴とするマンホ
ールと下水本管との接続構造。
1. A manhole for watertightly connecting an annular gap between the mounting hole and the insertion portion by loosely fitting an insertion portion which is an end portion of the sewer main into a mounting hole provided on a side wall of the manhole. A connection structure with a main sewer pipe, which is smaller in diameter than the mounting hole and larger in diameter than the main sewer pipe, and one end of which is water-tightly fixed to one end of the joint pipe and is inserted into the insertion portion. An assembly having an inner diameter to be fitted externally and a boot forming a cylindrical space with the inner circumference of the joint pipe is inserted into the annular gap from inside the manhole with one end of the assembly first. A manhole and a sewer main, characterized in that the other end of the boot and the other end of the insertion part are watertightly fixed, and an annular gap between the mounting hole and the joint pipe is filled with a filler. Connection structure.
【請求項2】 請求項1に記載のマンホールと下水本管
との接続構造において、前記ブーツの一端は鍔部および
該鍔部の外縁を他端側に延長した筒縁部とを有し、該筒
縁部が前記継手管の一端に外嵌することを特徴とするマ
ンホールと下水本管との接続構造。
2. The connection structure between a manhole and a sewer main according to claim 1, wherein one end of the boot has a collar portion and a tubular edge portion that extends an outer edge of the collar portion to the other end side. A connection structure between a manhole and a main sewer, wherein the cylindrical edge portion is fitted onto one end of the joint pipe.
【請求項3】 請求項1または2に記載のマンホールと
下水本管との接続構造において、前記ブーツの一端また
は他端の固着は、締結バンドにより行われることを特徴
とするマンホールと下水本管との接続構造。
3. The connection structure for a manhole and a sewer main according to claim 1, wherein one end or the other end of the boot is fixed by a fastening band. Connection structure with.
【請求項4】 請求項1〜3のいずれか1に記載のマン
ホールと下水本管との接続構造において、前記筒状空間
の他端側に弾性リングを嵌め込んだことを特徴とするマ
ンホールと下水本管との接続構造。
4. The manhole according to any one of claims 1 to 3, wherein an elastic ring is fitted to the other end of the cylindrical space, and the manhole is connected to the main sewer pipe. Connection structure with the main sewer.
【請求項5】 請求項1〜4のいずれか1に記載のマン
ホールと下水本管との接続構造において、前記継手管の
他端に、前記ブーツの他端と前記挿入部の他端とを水密
的に固着するための前記締結バンドを締め付けるための
切欠きを設けたことを特徴とするマンホールと下水本管
との接続構造。
5. The connection structure between the manhole and the main sewer pipe according to claim 1, wherein the other end of the joint pipe is provided with the other end of the boot and the other end of the insertion portion. A connection structure between a manhole and a main sewer, comprising a notch for tightening the fastening band for watertightly fixing.
【請求項6】 請求項5に記載のマンホールと下水本管
との接続構造において、前記切欠きを塞ぐ防水部材を設
けたことを特徴とするマンホールと下水本管との接続構
造。
6. The connection structure between a manhole and a sewer main according to claim 5, further comprising a waterproof member for closing the notch, the connection structure between the manhole and the sewer main.
【請求項7】 マンホールの側壁に設けた取付孔に、下
水本管の端部である挿入部を遊嵌させて、前記取付孔と
前記挿入部との環状隙間を水密的に接続するマンホール
と下水本管との接続構造であって、 前記環状隙間に、前記取付孔より径小で前記下水本管よ
り径大の継手管を差し込むとともに、前記継手管と前記
下水本管との間にマンホール内から環状弾性パッキンを
嵌め込んで筒状空間を形成するとともにシールを行い、
前記取付孔と前記継手管との環状隙間に充填材を充填す
ることを特徴とするマンホールと下水本管との接続構
造。
7. A manhole for watertightly connecting an annular gap between the mounting hole and the insertion part by loosely fitting an insertion part which is an end of the sewer main into a mounting hole provided on a side wall of the manhole. In the connection structure with the sewage main, in the annular gap, while inserting a joint pipe having a diameter smaller than the mounting hole and larger than the sewage main, a manhole between the joint pipe and the sewage main An annular elastic packing is fitted from inside to form a tubular space and seal,
A connection structure between a manhole and a main sewer, wherein an annular gap between the mounting hole and the joint pipe is filled with a filler.
【請求項8】 請求項7に記載のマンホールと下水本管
との接続構造において、前記継手管の一端に環状保持部
材を取り付けたことを特徴とするマンホールと下水本管
との接続構造。
8. The connection structure between a manhole and a sewer main according to claim 7, wherein an annular holding member is attached to one end of the joint pipe.
【請求項9】 請求項7または8に記載のマンホールと
下水本管との接続構造において、前記環状保持部材は前
記継手管の一端に取り付けた発泡樹脂製のリングである
ことを特徴とするマンホールと下水本管との接続構造。
9. The connection structure between a manhole and a sewer main according to claim 7, wherein the annular holding member is a foam resin ring attached to one end of the joint pipe. And the connection structure with the main sewer.
【請求項10】 マンホールの側壁に設けた取付孔に、
下水本管の端部である挿入部を遊嵌させて、前記取付孔
と前記挿入部との環状隙間を水密的に接続するマンホー
ルと下水本管との接続構造であって、 前記環状隙間に、前記取付孔より径小であるとともに前
記下水本管より径大であり、先端に前記挿入部とシール
作用を有する環状保持部材を備えた継手管を差し込むと
ともに、前記継手管と前記下水本管との間にマンホール
内から弾性体を嵌め込んで筒状空間を形成し、前記取付
孔と前記継手管との環状隙間に充填材を充填することを
特徴とするマンホールと下水本管との接続構造。
10. A mounting hole provided on a side wall of a manhole,
It is a connection structure between a sewer main and a manhole that watertightly connects the annular gap between the mounting hole and the insertion part by loosely fitting the insertion part that is the end of the sewage main, and in the annular gap. , A diameter smaller than the mounting hole and larger than the sewage main pipe, and insert a joint pipe having an annular holding member having a sealing action with the insertion portion at the tip, and the joint pipe and the sewage main pipe A connection between the manhole and the main sewer pipe, characterized in that an elastic body is fitted from inside the manhole to form a cylindrical space, and a filling material is filled in an annular gap between the mounting hole and the joint pipe. Construction.
【請求項11】 請求項1〜10のいずれか1に記載の
マンホールと下水本管との接続構造において、前記継手
管の他端に、マンホール内壁に係合する係止部材を設け
たことを特徴とするマンホールと下水本管との接続構
造。
11. A connection structure for connecting a manhole and a sewer main according to claim 1, wherein a locking member that engages with an inner wall of the manhole is provided at the other end of the joint pipe. Characteristic manhole and sewer main connection structure.
【請求項12】 請求項1〜11のいずれか1に記載の
マンホールと下水本管との接続構造において、前記係止
部材は上下に各1つ設けられた係止板であることを特徴
とするマンホールと下水本管との接続構造。
12. The connection structure between a manhole and a sewer main according to claim 1, wherein the locking member is a locking plate provided one above and one below. Connection structure between the manhole and the main sewer pipe.
【請求項13】 請求項1〜12のいずれか1に記載の
マンホールと下水本管との接続構造において、前記継手
管の外周に、樹脂層を設けたことを特徴とするマンホー
ルと下水本管との接続構造。
13. The connection structure for a manhole and a sewer main according to claim 1, wherein a resin layer is provided on the outer circumference of the joint pipe. Connection structure with.
JP2002019359A 2001-07-12 2002-01-29 Connection structure between manhole and sewage main Expired - Fee Related JP3497151B2 (en)

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JP2001-212774 2001-07-12
JP2001212774 2001-07-12
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Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255581A (en) * 2007-04-02 2008-10-23 Sanritsu:Kk Connection structure of manhole and sewer pipe
JP2008280726A (en) * 2007-05-10 2008-11-20 Sanritsu:Kk Connection structure between manhole and sewer main pipe
JP2009114771A (en) * 2007-11-08 2009-05-28 Sanritsu:Kk Earthquakeproof flexible joint
JP2010133091A (en) * 2008-12-02 2010-06-17 Tokyo Metropolitan Sewerage Service Corp Construction method for making existing pipe manhole connection part earthquake-resistant
US20120020740A1 (en) * 2010-07-21 2012-01-26 Norio Otsuga Connection structure for a manhole pipe and a sewer main pipe
JP2016098494A (en) * 2014-11-19 2016-05-30 西川ゴム工業株式会社 Aseismic joint for manhole
CN108150727A (en) * 2016-12-06 2018-06-12 上海浦东建筑设计研究院有限公司 A kind of pipe connecting structure for accessing inspection shaft and its application
JP2021017759A (en) * 2019-07-22 2021-02-15 鹿島建設株式会社 Subsurface regulating reservoir

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008255581A (en) * 2007-04-02 2008-10-23 Sanritsu:Kk Connection structure of manhole and sewer pipe
JP2008280726A (en) * 2007-05-10 2008-11-20 Sanritsu:Kk Connection structure between manhole and sewer main pipe
JP2009114771A (en) * 2007-11-08 2009-05-28 Sanritsu:Kk Earthquakeproof flexible joint
JP2010133091A (en) * 2008-12-02 2010-06-17 Tokyo Metropolitan Sewerage Service Corp Construction method for making existing pipe manhole connection part earthquake-resistant
JP4648449B2 (en) * 2008-12-02 2011-03-09 東京都下水道サービス株式会社 Seismic retrofitting method for existing pipe manhole connections
US20120020740A1 (en) * 2010-07-21 2012-01-26 Norio Otsuga Connection structure for a manhole pipe and a sewer main pipe
JP2016098494A (en) * 2014-11-19 2016-05-30 西川ゴム工業株式会社 Aseismic joint for manhole
CN108150727A (en) * 2016-12-06 2018-06-12 上海浦东建筑设计研究院有限公司 A kind of pipe connecting structure for accessing inspection shaft and its application
CN108150727B (en) * 2016-12-06 2024-03-29 上海浦东建筑设计研究院有限公司 Pipeline connection structure for accessing inspection well and application thereof
JP2021017759A (en) * 2019-07-22 2021-02-15 鹿島建設株式会社 Subsurface regulating reservoir
JP7240279B2 (en) 2019-07-22 2023-03-15 鹿島建設株式会社 Underground reservoir

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