JP2005023522A - Manhole joint - Google Patents

Manhole joint Download PDF

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Publication number
JP2005023522A
JP2005023522A JP2003186782A JP2003186782A JP2005023522A JP 2005023522 A JP2005023522 A JP 2005023522A JP 2003186782 A JP2003186782 A JP 2003186782A JP 2003186782 A JP2003186782 A JP 2003186782A JP 2005023522 A JP2005023522 A JP 2005023522A
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JP
Japan
Prior art keywords
manhole
joint
pipe
short
short 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.)
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JP2003186782A
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Japanese (ja)
Inventor
Daisuke Yoshino
大輔 吉野
Kenzo Nishitani
憲三 西谷
Chikanori Fukui
親徳 福井
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Kubota Corp
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Kubota Corp
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Publication date
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Priority to JP2003186782A priority Critical patent/JP2005023522A/en
Publication of JP2005023522A publication Critical patent/JP2005023522A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a manhole joint capable of improving workability, while securing watertightness, without causing deformation and damage by a creep. <P>SOLUTION: This manhole joint 10 includes a saddle 12 composed of vinyl chloride adhesive to a manhole wall 18, and a first short pipe 22 of similarly vinyl chloride is inserted into a pipe part 16 of the saddle 12. An O ring storage groove 24 is formed on an inner surface of the first short pipe 22, and an O ring 26 is stored in the groove. A polyethylenic second short pipe 28 of the same material as a sewer pipe is inserted into and held by the first short pipe 22 via this O ring 26. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
この発明は、マンホール継手に関し、特にたとえば、たとえばポリエチレン管からなる下水管をコンクリート製のマンホールに接合するマンホール継手に関する。
【0002】
【従来技術】
従来のこの種のマンホール継手の一例が、特許文献1〜3に開示されている。
【0003】
特許文献1の合成樹脂製継手では、継手本体の外周面にその本体と同材質の合成樹脂粒状体を付着させて、滑り防止用凹凸を設ける。この継手を使ってポリエチレン管をマンホールに接合する場合、合成樹脂製管継手の粒状体の付着部分をマンホール壁に設けた孔に挿入し、この孔の内面と粒状体との間にモルタルなどの充填材を充填し、継手のゴム輪受口へポリエチレン管を挿通する。
【0004】
特許文献2のゴム製マンホール継手は、屈曲面が外筒および内筒の一端面を塞いで連結する構造を有し、この継手を使って下水管をマンホールに接合する場合、マンホール壁の貫通穴の内周に外筒の外周を当接して拡径バンドで固定し、内筒の内周にスリーブを介して下水本管の外周を当接して縮径バンドで固定する。
【0005】
特許文献3の管継手は、円筒状本体とフランジとを備え、円筒状本体とこれに挿入される下水管との間にシール部材とキャップ部材とを介在させる。この継手を使って下水管をマンホールに接合する場合、円筒状本体をマンホール壁の貫通孔に固定し、フランジをマンホール壁の壁外面に接着し、円筒状本体に下水管を挿入する。
【0006】
【特許文献1】
特開2001−295311号公報
【特許文献2】
特開2002−332652号公報
【特許文献3】
特開2002−294846号公報
【0007】
【発明が解決しようとする課題】
特許文献1の従来技術では、施工後地中に埋設したとき、地盤変動が生じたり通行車両による振動などで地盤に繰り返し載荷重が加えられたりすると、モルタルは基本的に強度や接着性が弱い性質であるため、継手の外面とマンホール壁の貫通孔との間隙に充填されたモルタルが割れたり剥離したりする。この結果、モルタルが割れて継手の止水性が低下したり、モルタルが継手やマンホールとの界面で剥離して継手の密着性が低下したりする。
【0008】
また、モルタルが固化するまで時間がかかるので、継手の芯ずれや斜め挿入などによる接合不良を防止するために、モルタルが乾くまで継手を静置し固定するための仮設材を用いなければならない。したがって、この従来技術では施工性がよくないという問題がある。
【0009】
特許文献2の従来技術では、拡径バンドで継手をマンホール貫通孔に押さえ付けて固定するため、孔の形状が円形でなく、楕円形になったり、円に歪みがあったりする場合、拡径バンドが継手を孔に押さえ付ける力が不均一になり、継手と孔との間に隙間が生じて、マンホールと継手との間の水密性および密着機能が低下する。
【0010】
また、このマンホール継手と下水道本管との接合部分では、縮径バンドで継手と下水道本管とを締め付けるため、下水道本管がクリープ現象により変形してしまい、締付圧力が低下して下水道本管への固定力が弱まり水密性の問題が生じたり、下水道本管の変形により掃流能力が低下したりするという問題もある。
【0011】
特許文献3の従来技術では、シール部材により管継手と下水管との水密性を持たせ、かつ下水管の管継手への接続角度を変化できるようにしている。したがって、この角度の変化や土圧による下水管の扁平に対しても、シール部材は水密性を保持しなければならないため、シール部材の体積は大きく、圧縮率も高くする必要がある。そのため、このシール部材による締め付けによって下水管がクリープ現象により変形してしまう。
【0012】
それゆえに、この発明の主たる目的は、クリープなどによる変形や破損がなく、水密性を確保しながら施工性を向上させることができる、マンホール継手を提供することである。
【0013】
【課題を解決するための手段】
この発明は、マンホール壁に接着可能な第1樹脂からなり、かつマンホール壁の外面に沿う内面を有するくら、第1樹脂からなり、くらを貫通する第1短管、第1短管の内面に形成される少なくとも1つのOリング収容溝、Oリング収容溝に収容されるOリング、および第1短管より長くかつ第1短管に挿通される、第2樹脂からなる第2短管を備えるマンホール継手である。
【0014】
【作用】
この発明のマンホール継手を用いてたとえばポリエチレン下水管をマンホールに接続する場合、たとえばポリ塩化ビニルであるくらの内面がマンホール壁の外面に沿うように、くらをマンホール壁に接着する。このとき、第1短管のOリング収容溝にOリングが収容されており、第2短管はOリングを介して、第1短管内に挿入されている。第2短管の一方端部が第1短管に挿通され、他方端部は第1短管からくらの外面側へ突出する。第2短管はたとえばポリエチレン管でありたとえばEF継手によって、第2短管の突出部分に下水管を接続する。
【0015】
マンホール継手のくらをマンホール壁に直接接着できるため、モルタルなどの充填材やそれが固まるまで保持する仮設材が不要であるばかりでなく、マンホール壁の貫通孔の形状が真円でなくても、継手とマンホールとの間で水密性を確保できる。
【0016】
また、第1短管の内面に形成されたOリング収容溝にOリングが収容され、このOリングによって第1短管と第2短管との間で水密性を持たせているため、地盤変動などにより第2短管が変位してもOリングはそれに追随して第1短管と第2短管との間の水密性を維持できる。しかも、Oリングにより第1短管と第2短管とを接続しているため、第2短管は第1短管すなわちマンホールに対して伸縮できる。
【0017】
なお、Oリングの位置を、実施例のように第1短管のマンホール壁の貫通孔に挿通されている部分にすれば、つまり、Oリング収容溝の位置をマンホール壁の厚み内にすれば、第2短管の第1短管内でOリングに挿通されている部分もこの貫通孔内に位置することになる。そのため、第1短管と第2短管との接合部が土圧を受けることがなく扁平しない。また、Oリングを2個以上使用した場合、第2短管と第1短管との接続角度が変化するようにはならないが、仮に、地盤変化などで接続角度が多少変化しても、Oリングはくらの内側にあるので、くらの外側より角度の変化が小さくその影響を受けにくい。したがって、体積が大きく圧縮率の高いゴム輪を不要とする。
【0018】
さらに、Oリングはその体積も小さいため、第1短管と第2短管との間隙は狭く第1短管と第2短管との接続角度が変化せず、かつこの間隙から土砂などは入りにくい。仮に土砂が入ってきても、Oリングがくらの内側にあり、くらの外側にある第1短管の端部からの距離が長いので、土砂がOリングまで達しにくくOリングを傷つけたり、Oリングと第1短管および第2短管との間に土砂が侵入して密着性を妨げたりすることはない。
【0019】
【発明の効果】
この発明によれば、くらをマンホール壁に接着可能な第1樹脂で作っているので、くらすなわちマンホール継手をマンホール壁に直接接着でき、マンホール壁とくらとを密着できるため、水密性の低下がなく、しかも施工性に優れる。
【0020】
第1短管と第2短管との間はOリングにより水密性を確保しているため、第2短管が変位しても水密性は維持でき、かつ第2短管はマンホール継手に対して伸縮できる。これによって、下水管と接続する際のやりとりができるため、水密性を確保できるだけでなく、施工性もよい。
【0021】
なお、Oリングの位置をマンホール壁の厚み内にすれば、土圧による扁平などがないため、Oリングの圧縮率などを小さく抑えることができ、クリープ現象により変形することがなく水密性を維持できる。
【0022】
この発明の上述の目的,その他の目的,特徴および利点は、図面を参照して行う以下の実施例の詳細な説明から一層明らかとなろう。
【0023】
【実施例】
図1に示すこの発明の一実施例であるマンホール継手10はくら12を含む。くら12はたとえばエポキシ系の接着剤などによりコンクリート製のマンホール壁に接着できるたとえばポリ塩化ビニルの第1樹脂で形成される。くら12は板部14および管部16を含み、図2に示すように板部14の内面14aはマンホール壁18の側壁の外面18aに沿い、管部16は板部14より内側(図1の右側)に位置し、マンホール壁18の貫通孔20(図2)に挿入される。このくら12は、平板の2次加工で作ることができる。たとえば、第1樹脂の板を加熱軟化させて所定円弧の弓形に曲げて、次に板の中央に小さな孔をあけて、板の外側から円弧の中心に向かって、その孔に円柱を押し込んで管部を形成する。ただし、このような弓形の変形と管部の形成とを同時にするようにしてもよい。
【0024】
そして、くら12の上述の管部16に第1短管22が挿入される。第1短管22はくら12と同じ第1樹脂(塩ビ)で形成された直管である。第1短管22はくら12の管部16より長く、一方の端がくら12の管部16に挿入されて、接着剤または融着などにより管部16と接合される。他方端はくら12の板部14から外側(図1の左側)に突出する。くら12の管部16に挿入された第1短管22の内面に、少なくとも1本(この実施例では2本。ただし、1本または3本以上でもよい。)の環状のOリング収容溝24が周方向に切削などにより形成され、そのOリング収容溝24の中にOリング26が収容される。Oリング26の太さはOリング収容溝24の深さよりも大きく、内径は後述の第2短管28の直径より小さい。
【0025】
第2短管28は第2樹脂たとえば下水管と同じ材料のポリエチレンで形成された直管であり、第2短管28の一方端に環状の鍔部30が形成される。第2短管28は第1短管22内に挿入され、第1短管22の内面に装着されるOリング26によりシールされかつ固定される。鍔部30はくら12の管部16側において、第1短管22の端部に係合する。鍔部30の内側の端面30aはマンホール壁18の内面18bと同一面とするか、またはマンホール壁18の厚み内に収まるようにする。この第2短管28は第1短管22より長く、その第1短管22からくら12の外面側へ突出する部分の長さは少なくともEF継手32(図3)の接合代の長さである。
【0026】
なお、くら12の管部16の外面および第1短管22の管部16の内側の端より突出する部分の外面に砂付加工34を施す。砂付加工34は接着剤または融着により砂利や樹脂の粒子などを管などの表面に付ける処理である。
【0027】
この実施例のマンホール継手10を用い下水管をマンホール18に接続する場合、図2に示すようにまずくら12の板部14の内面14aにエポキシ系などの接着剤36を塗布する。そして、くら12の板部14の内面14aがマンホール壁18の外面18aに沿うように、くら12の管部16、第1短管22および第2短管28をマンホール壁18の貫通孔20に嵌める。その後すぐにくら12の板部14がマンホール壁18の側壁に密着するように、番線(図示せず)をくら12の板部14とマンホール壁18とに巻きつけてマンホール継手10をマンホール壁18に固定する。最後に貫通孔20の内周面とくら12の管部16および第1短管22の外面との間にモルタルなどの充填材38を埋め込む。このようにして、図2に示すように、マンホール継手10がマンホール壁18に固着される。
【0028】
その後、図3に示すように、第2短管28の第1短管22からくら12の外面側へ突出する部分にEF継手32を用いて下水管40を第2短管28に接続する。
【0029】
このように、接着剤36によりくら12つまりマンホール継手10をマンホール壁18に直接接着できるため、モルタルなどの充填材やそれが固まるまで保持する仮設材が不要であり、仮設材の設置や除去などの手間が省け、かつ充填材が固化するまでの時間を要せず施工性に優れる。
【0030】
Oリング26が第1短管22と第2短管28との間の水密性を確保するため、地盤変動などが生じて第2短管28がマンホール継手10に対して変位しても、Oリング26がその変位に追随でき、水密性を維持できる。
【0031】
Oリング26の装着位置がマンホール壁18の貫通孔20内にあるため、第1短管22と第2短管28との接合部は土圧を受けず変形しない。また、第2短管28は第1短管22の長さ分だけ保持され、第2短管28と第1短管22との隙間はOリング26が密着するだけの幅であるため、第2短管28の第1短管22への接続角度は大きく変化しない。仮に接続角度が隙間の分だけ変化してもOリング26の位置はくら12の内側に位置するため、外側より変位は小さくOリング26の密着性に影響しない。このため、Oリング26の体積や圧縮率を小さく抑えることができ、Oリング26の締め付けによる第2短管28のクリープ現象の変形を防げ、Oリング26の第2短管28への密着力が低下せず水密性が維持できる。
【0032】
この実施例では、第2短管28を固定するOリング26の数は2本であるため、第2短管28は3次元で固定される。Oリング26の数が1本だと、第2短管28は2次元で固定され、そこを支点に第1短管22と第2短管28との隙間の距離だけ回転するが、3次元だとその動きが妨げられるため、1本のOリング26に必要な圧縮率を抑えることができ、水密性が維持できる。
【0033】
第2短管28を予め第1短管22に挿通しておき、第2短管28の鍔部30を第1短管22の端部に係合するため、地盤変動などがあっても第2短管28がマンホール継手10の外側へ抜け落ちてしまうことを防止できる。
【0034】
また、この鍔部30が第1短管22の端部22aと係合することを利用してバッフル42をマンホール18に容易に装着することもできる。すなわち、図3に示すように、第2短管28の鍔部30と第1短管22の端部22aとの間にバッフル42を固定するための留め具44を装着する。図3および図4に示す留め具44の本体46は中央に穴48の開いた環状の平板であり、本体46の外側には段差50があり、さらに固定部52がある。留め具44の本体46の外径は第1短管22の外径と同じであり、段差50は第1短管22の内側端部22aとマンホール壁18の内面18bとの差である。固定部52は矩形の平板でマンホール壁18の内面18bに沿い、固定部52の内面にマンホール18の内側方向に向かって突出するボルト54が設けられる。バッフル42は平板の中央部分に折り曲げ加工などにより溝部56を設けた形状であり、端部58に留め具44のボルト54を通すための穴60が設けられる。このバッフル42をマンホール継手10に装着する場合、第2短管28の鍔部30の外側端面30bと第1短管22の内側端面22aとの間に留め具44の本体46を挟み込み、予め留め具44をマンホール継手10に取り付けておく。そして、バッフル42の穴60に留め具44のボルト54を差し込み、ナット62で固定する。したがって、留め具44を予めマンホール継手10に取り付けてあるため、後で容易にバッフル42をマンホール継手10、延いてはマンホール壁18に装着できる。
【0035】
なお、第2短管28の鍔部30の形状は環状でなくてもよいし、鍔部30そのものを設けなくてもよい。
【0036】
また、第2短管28の第1短管22から突出する部分の長さをEF継手32の接合代の長さにすると、地盤変動などが生じて第2短管28がマンホール壁18内へ移動しようとしても、EF継手32が第1短管22に係合されるため、それ以上の内側への移動が阻止される。
【0037】
なお、くら12と第1短管22とを別々に作成し、これらを接着剤や融着などにより接合したが、図5に示すように、これらを一体成形してもよい。この一体成形品64の短管66が図1に示す先の実施例の第1短管22とくら12の管部16とを兼用し、この短管66がくら12の板部68に接続される。
【0038】
第2短管28の突出する部分の長さをEF継手32の接合代の長さとしたが、この長さをもっと長くしてもよい。特にEF継手32の全長以上の長さにすると、下水管40をEF継手32に挿入する場合、EF継手32を一旦第2短管28上に送り込み、下水管40を第2短管28に突き合わせて設置し、EF継手32を第2短管28と下水管40との間の所定位置に移動させればよい。このため、接合の際のやりとりが容易になる。また、地盤変動などが生じた際、第2短管28がマンホール18側へ移動しても、この第2短管28の突出する部分の長さが押し込み代になるため、第2短管28にひずみが生じず、水密性を確保できる。
【0039】
図6に示すこの発明の他の一実施例であるマンホール継手10は図1に示すマンホール継手10とほぼ同じであるが、くら48の管部50の位置が異なる。図1の実施例のくら12の管部16は板部14より内側にあり、マンホール壁18の貫通孔20に挿入されるが、この実施例のくら48の管部50は板部74およびマンホール壁18の貫通孔20(図示せず)より外側に位置する。そのため、砂付加工34はくら48の板部74より内側に位置する第1短管22の外面のみに施される。これ以外の部分に関しては図1実施例の示すマンホール継手10と同様であるため、説明は省略する。
【0040】
なお、上述のいずれの実施例においても、第2短管28にEF継手32を融着した状態でマンホール継手10を流通させるようにしてもよい。この場合には、施工現場において、EF継手の選択を間違うことがないという利点がある。また、第2短管28の第1短管22から外側へ突出する部分にEF継手32を取り付けたが、これの代わりに、EF片受を設けてもよい。EF片受は拡径受口であって,受口にあらかじめ電熱線などの発熱体を組み込んだEF継手である。このEF片受を第2短管28に取り付ける場合、まず第2短管28を第1短管22に挿入しておき、その第2短管28の外側端部にEF片受を突合せ融着して連結する。
【図面の簡単な説明】
【図1】この発明の一実施例のマンホール継手を示す断面図である。
【図2】図1実施例のマンホール継手をマンホール壁へ接着した状態を示す断面図である。
【図3】図1実施例のマンホール継手を使って下水管をマンホールに接続した状態を示す断面図である。
【図4】バッフルおよび留め具を示す斜視図である。
【図5】この発明の他の実施例のマンホール継手を示す断面図である。
【図6】この発明の他の実施例のマンホール継手を示す断面図である。
【符号の説明】
10…マンホール継手
12…くら
18…マンホール壁
22…第1短管
24…Oリング収容溝
26…Oリング
28…第2短管
32…EF継手
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a manhole joint, and more particularly to a manhole joint for joining a sewage pipe made of, for example, a polyethylene pipe to a concrete manhole.
[0002]
[Prior art]
An example of this type of conventional manhole joint is disclosed in Patent Documents 1 to 3.
[0003]
In the synthetic resin joint of Patent Document 1, a synthetic resin granule made of the same material as the main body is attached to the outer peripheral surface of the joint main body to provide anti-slip irregularities. When using this joint to join a polyethylene pipe to a manhole, the adhering portion of the synthetic resin pipe joint is inserted into a hole provided in the manhole wall, and a mortar or the like is placed between the inner surface of this hole and the granule. Fill the filler and insert the polyethylene pipe into the rubber ring socket of the joint.
[0004]
The rubber manhole joint of Patent Document 2 has a structure in which a bent surface closes and connects one end surfaces of an outer cylinder and an inner cylinder, and when using this joint to join a sewer pipe to a manhole, a through hole in the manhole wall The outer circumference of the outer cylinder is brought into contact with the inner circumference of the inner cylinder and fixed with an enlarged band, and the outer circumference of the sewage main pipe is brought into contact with the inner circumference of the inner cylinder via a sleeve and fixed with the reduced diameter band.
[0005]
The pipe joint of Patent Document 3 includes a cylindrical main body and a flange, and a seal member and a cap member are interposed between the cylindrical main body and a sewer pipe inserted into the cylindrical main body. When joining the sewer pipe to the manhole using this joint, the cylindrical main body is fixed to the through hole of the manhole wall, the flange is bonded to the wall outer surface of the manhole wall, and the sewer pipe is inserted into the cylindrical main body.
[0006]
[Patent Document 1]
JP 2001-295111 A [Patent Document 2]
Japanese Patent Laid-Open No. 2002-332652 [Patent Document 3]
Japanese Patent Laid-Open No. 2002-294846
[Problems to be solved by the invention]
In the prior art of Patent Document 1, when buried in the ground after construction, if the ground fluctuates or a repeated load is applied to the ground due to vibration by a passing vehicle, the mortar is basically weak in strength and adhesiveness. Due to its nature, the mortar filled in the gap between the outer surface of the joint and the through hole in the manhole wall is cracked or peeled off. As a result, the mortar is cracked and the water stoppage of the joint is lowered, or the mortar is peeled off at the interface with the joint or manhole, so that the adhesion of the joint is lowered.
[0008]
Moreover, since it takes time until the mortar is solidified, a temporary material for allowing the joint to stand and be fixed until the mortar dries must be used in order to prevent joint failure due to misalignment or oblique insertion of the joint. Therefore, this conventional technique has a problem that the workability is not good.
[0009]
In the prior art of Patent Document 2, since the joint is pressed and fixed to the manhole through-hole with the diameter expansion band, the diameter of the hole is not circular but is elliptical or the circle is distorted. The force with which the band presses the joint against the hole becomes uneven, a gap is formed between the joint and the hole, and the water tightness and the adhesion function between the manhole and the joint are lowered.
[0010]
In addition, at the joint between this manhole joint and the sewer main, the joint and the sewer main are tightened with a reduced-diameter band. There is also a problem that the fixing force to the pipe is weakened to cause a problem of water tightness, or the scavenging capacity is reduced due to deformation of the sewer main.
[0011]
In the prior art of Patent Document 3, the seal member provides water tightness between the pipe joint and the sewage pipe, and the connection angle of the sewage pipe to the pipe joint can be changed. Therefore, since the sealing member must maintain watertightness against the flatness of the sewer pipe due to this change in angle and earth pressure, the volume of the sealing member must be large and the compression rate must be increased. Therefore, the sewer pipe is deformed by a creep phenomenon by tightening with the seal member.
[0012]
Therefore, a main object of the present invention is to provide a manhole joint which is free from deformation or breakage due to creep or the like and can improve workability while ensuring water tightness.
[0013]
[Means for Solving the Problems]
This invention consists of the 1st resin which can adhere to a manhole wall, and has the inner surface which meets the outer surface of a manhole wall. At least one O-ring housing groove formed, an O-ring housed in the O-ring housing groove, and a second short tube made of a second resin that is longer than the first short tube and inserted through the first short tube. It is a manhole joint.
[0014]
[Action]
When, for example, a polyethylene sewage pipe is connected to a manhole using the manhole joint of the present invention, the shell is bonded to the manhole wall so that the inner surface of, for example, polyvinyl chloride is along the outer surface of the manhole wall. At this time, the O-ring is housed in the O-ring housing groove of the first short tube, and the second short tube is inserted into the first short tube via the O-ring. One end of the second short tube is inserted into the first short tube, and the other end protrudes from the first short tube to the outer surface side of the frame. The second short pipe is, for example, a polyethylene pipe, and the sewer pipe is connected to the protruding portion of the second short pipe, for example, by an EF joint.
[0015]
Because the manhole joint can be directly glued to the manhole wall, not only is there no need for fillers such as mortar and temporary materials that hold it until it hardens, but even if the shape of the through hole in the manhole wall is not a perfect circle, Watertightness can be secured between the joint and the manhole.
[0016]
Further, since the O-ring is accommodated in an O-ring accommodating groove formed on the inner surface of the first short pipe, and the O-ring provides water tightness between the first short pipe and the second short pipe, Even if the second short pipe is displaced due to fluctuation or the like, the O-ring can follow it and maintain the watertightness between the first short pipe and the second short pipe. Moreover, since the first short tube and the second short tube are connected by the O-ring, the second short tube can be expanded and contracted with respect to the first short tube, that is, the manhole.
[0017]
In addition, if the position of the O-ring is a portion inserted through the through hole of the manhole wall of the first short tube as in the embodiment, that is, the position of the O-ring receiving groove is within the thickness of the manhole wall. The portion of the second short tube that is inserted into the O-ring in the first short tube is also located in the through hole. Therefore, the junction between the first short pipe and the second short pipe is not flattened without receiving earth pressure. In addition, when two or more O-rings are used, the connection angle between the second short pipe and the first short pipe does not change, but even if the connection angle changes somewhat due to ground changes, etc. Since the ring is on the inner side of the pillow, the change in angle is smaller than that on the outer side of the pillow and is less susceptible to that effect. Therefore, a rubber ring having a large volume and a high compression rate is not required.
[0018]
Furthermore, since the volume of the O-ring is small, the gap between the first short pipe and the second short pipe is narrow, and the connection angle between the first short pipe and the second short pipe does not change, and earth and sand etc. from this gap Hard to enter. Even if earth and sand enters, the O-ring is inside the pillow and the distance from the end of the first short pipe on the outside of the pillow is long, so it is difficult for the earth and sand to reach the O-ring. Sediment does not enter between the ring and the first and second short tubes to prevent adhesion.
[0019]
【The invention's effect】
According to this invention, since the skirt is made of the first resin that can be bonded to the manhole wall, the skirt, that is, the manhole joint can be directly bonded to the manhole wall, and the manhole wall and the skirt can be in close contact with each other. None and excellent workability.
[0020]
Since the water tightness is secured between the first short pipe and the second short pipe by an O-ring, the water tightness can be maintained even if the second short pipe is displaced, and the second short pipe is connected to the manhole joint. Can expand and contract. As a result, since it is possible to communicate with the sewer pipe, not only water tightness can be secured, but also workability is good.
[0021]
If the position of the O-ring is within the thickness of the manhole wall, there is no flattening due to earth pressure, etc., so the compression rate of the O-ring can be kept small, and watertightness is maintained without being deformed by the creep phenomenon. it can.
[0022]
The above object, other objects, features and advantages of the present invention will become more apparent from the following detailed description of embodiments with reference to the drawings.
[0023]
【Example】
A manhole joint 10 according to an embodiment of the present invention shown in FIG. The pillow 12 is made of, for example, a first resin of polyvinyl chloride that can be bonded to a concrete manhole wall with an epoxy adhesive or the like. As shown in FIG. 2, the inner wall 14a of the plate 14 is along the outer surface 18a of the side wall of the manhole wall 18, and the tube 16 is inside the plate 14 (see FIG. 1). It is located on the right side) and is inserted into the through hole 20 (FIG. 2) of the manhole wall 18. This pillow 12 can be made by secondary processing of a flat plate. For example, the first resin plate is softened by heating and bent into an arc of a predetermined arc, then a small hole is made in the center of the plate, and a cylinder is pushed into the hole from the outside of the plate toward the center of the arc. Form the tube. However, such an arcuate deformation and a tube portion may be formed simultaneously.
[0024]
Then, the first short tube 22 is inserted into the above-described tube portion 16 of the pillow 12. The first short pipe 22 is a straight pipe formed of the same first resin (vinyl chloride) as the pillow 12. The first short tube 22 is longer than the tube portion 16 of the pillow 12 and one end thereof is inserted into the tube portion 16 of the pillow 12 and joined to the tube portion 16 by an adhesive or fusion. The other end protrudes outward (left side in FIG. 1) from the plate portion 14 of the crown 12. On the inner surface of the first short tube 22 inserted into the tube portion 16 of the cylinder 12, there are at least one (in this embodiment, two, but one or three or more) annular O-ring receiving grooves 24. Is formed in the circumferential direction by cutting or the like, and an O-ring 26 is accommodated in the O-ring accommodating groove 24. The thickness of the O-ring 26 is larger than the depth of the O-ring receiving groove 24, and the inner diameter is smaller than the diameter of the second short tube 28 described later.
[0025]
The second short pipe 28 is a straight pipe made of the same material as the second resin, for example, the sewer pipe, and an annular flange 30 is formed at one end of the second short pipe 28. The second short tube 28 is inserted into the first short tube 22 and is sealed and fixed by an O-ring 26 attached to the inner surface of the first short tube 22. The collar portion 30 engages with the end portion of the first short tube 22 on the tube portion 16 side of the pillow 12. The end face 30 a on the inner side of the flange portion 30 is flush with the inner surface 18 b of the manhole wall 18 or falls within the thickness of the manhole wall 18. The second short pipe 28 is longer than the first short pipe 22, and the length of the portion protruding from the first short pipe 22 to the outer surface side of the club 12 is at least the length of the joining margin of the EF joint 32 (FIG. 3). is there.
[0026]
In addition, the sanding process 34 is given to the outer surface of the outer surface of the pipe part 16 of the skirt 12 and the outer surface of the part protruding from the inner end of the pipe part 16 of the first short pipe 22. The sanding process 34 is a process of attaching gravel or resin particles to the surface of a pipe or the like by an adhesive or fusion.
[0027]
When the sewer pipe is connected to the manhole 18 using the manhole joint 10 of this embodiment, an epoxy-based adhesive 36 is first applied to the inner surface 14a of the plate portion 14 of the pillow 12 as shown in FIG. Then, the tube portion 16, the first short tube 22, and the second short tube 28 of the skirt 12 are made into the through holes 20 of the manhole wall 18 so that the inner surface 14 a of the plate portion 14 of the skirt 12 extends along the outer surface 18 a of the manhole wall 18. Fit. Immediately thereafter, a wire (not shown) is wound around the plate portion 14 and the manhole wall 18 of the slipper 12 so that the plate portion 14 of the slipper 12 is in close contact with the side wall of the manhole wall 18, thereby connecting the manhole joint 10 to the manhole wall 18. Secure to. Finally, a filler 38 such as mortar is embedded between the inner peripheral surface of the through-hole 20 and the outer surface of the pipe portion 16 and the first short tube 22 of the pillow 12. In this way, the manhole joint 10 is fixed to the manhole wall 18 as shown in FIG.
[0028]
Thereafter, as shown in FIG. 3, the sewage pipe 40 is connected to the second short pipe 28 using an EF joint 32 at a portion of the second short pipe 28 that protrudes from the first short pipe 22 to the outer surface side of the pillow 12.
[0029]
In this way, since the glue 12, that is, the manhole joint 10, can be directly bonded to the manhole wall 18, a filling material such as mortar or a temporary material to be held until it hardens is unnecessary, and the temporary material is installed or removed. This eliminates the hassle, and does not require time until the filler is solidified, resulting in excellent workability.
[0030]
Since the O-ring 26 ensures the watertightness between the first short pipe 22 and the second short pipe 28, even if the ground fluctuation occurs and the second short pipe 28 is displaced with respect to the manhole joint 10, The ring 26 can follow the displacement and maintain water tightness.
[0031]
Since the mounting position of the O-ring 26 is in the through hole 20 of the manhole wall 18, the joint between the first short tube 22 and the second short tube 28 is not subjected to earth pressure and is not deformed. Further, the second short tube 28 is held by the length of the first short tube 22, and the gap between the second short tube 28 and the first short tube 22 is wide enough for the O-ring 26 to closely contact the second short tube 28. The connection angle of the two short pipes 28 to the first short pipe 22 does not change greatly. Even if the connection angle changes by the amount of the gap, the position of the O-ring 26 is located on the inner side of the pillow 12, so that the displacement is smaller than the outer side and does not affect the adhesion of the O-ring 26. For this reason, the volume and compression rate of the O-ring 26 can be kept small, the deformation of the creep phenomenon of the second short tube 28 due to the tightening of the O-ring 26 can be prevented, and the adhesion force of the O-ring 26 to the second short tube 28 can be prevented. The water tightness can be maintained without lowering.
[0032]
In this embodiment, since the number of O-rings 26 for fixing the second short tube 28 is two, the second short tube 28 is fixed in three dimensions. If the number of O-rings 26 is one, the second short tube 28 is fixed in two dimensions, and the second short tube 28 rotates about the distance between the first short tube 22 and the second short tube 28 as a fulcrum. Then, since the movement is hindered, the compression rate required for one O-ring 26 can be suppressed, and water tightness can be maintained.
[0033]
Since the second short pipe 28 is inserted into the first short pipe 22 in advance and the flange 30 of the second short pipe 28 is engaged with the end of the first short pipe 22, even if there is a ground change or the like, It is possible to prevent the two short pipes 28 from falling out of the manhole joint 10.
[0034]
Further, the baffle 42 can be easily attached to the manhole 18 by utilizing the fact that the flange portion 30 is engaged with the end portion 22 a of the first short tube 22. That is, as shown in FIG. 3, a fastener 44 for fixing the baffle 42 is attached between the flange portion 30 of the second short tube 28 and the end portion 22 a of the first short tube 22. The main body 46 of the fastener 44 shown in FIGS. 3 and 4 is an annular flat plate having a hole 48 in the center, a step 50 is provided on the outer side of the main body 46, and a fixing portion 52 is further provided. The outer diameter of the main body 46 of the fastener 44 is the same as the outer diameter of the first short tube 22, and the step 50 is the difference between the inner end 22 a of the first short tube 22 and the inner surface 18 b of the manhole wall 18. The fixed portion 52 is a rectangular flat plate, and is provided along the inner surface 18 b of the manhole wall 18. A bolt 54 is provided on the inner surface of the fixed portion 52 so as to protrude toward the inner side of the manhole 18. The baffle 42 has a shape in which a groove portion 56 is provided by bending or the like in the center portion of the flat plate, and a hole 60 for passing the bolt 54 of the fastener 44 is provided in the end portion 58. When the baffle 42 is attached to the manhole joint 10, the main body 46 of the fastener 44 is sandwiched between the outer end surface 30 b of the flange portion 30 of the second short tube 28 and the inner end surface 22 a of the first short tube 22, and is fastened in advance. The tool 44 is attached to the manhole joint 10. Then, the bolt 54 of the fastener 44 is inserted into the hole 60 of the baffle 42 and fixed with the nut 62. Therefore, since the fastener 44 is attached to the manhole joint 10 in advance, the baffle 42 can be easily attached to the manhole joint 10 and the manhole wall 18 later.
[0035]
In addition, the shape of the collar part 30 of the 2nd short tube 28 does not need to be cyclic | annular, and the collar part 30 itself does not need to be provided.
[0036]
Further, if the length of the portion of the second short pipe 28 protruding from the first short pipe 22 is set to the length of the joining allowance of the EF joint 32, ground fluctuation or the like occurs and the second short pipe 28 enters the manhole wall 18. Even if it tries to move, since the EF joint 32 is engaged with the first short pipe 22, further inward movement is prevented.
[0037]
In addition, although the pillow 12 and the 1st short tube 22 were created separately and these were joined by the adhesive agent, the melt | fusion, etc., as shown in FIG. 5, you may integrally mold these. The short tube 66 of the integrally molded product 64 serves as the first short tube 22 of the previous embodiment shown in FIG. 1 and the tube portion 16 of the pillow 12, and the short tube 66 is connected to the plate portion 68 of the pillow 12. The
[0038]
Although the length of the protruding portion of the second short pipe 28 is the length of the joining margin of the EF joint 32, this length may be made longer. In particular, when the length of the EF joint 32 is longer than that of the EF joint 32, when the sewage pipe 40 is inserted into the EF joint 32, the EF joint 32 is once fed onto the second short pipe 28 and the sewage pipe 40 is butted against the second short pipe 28. The EF joint 32 may be moved to a predetermined position between the second short pipe 28 and the sewage pipe 40. For this reason, the exchange at the time of joining becomes easy. In addition, even when the second short pipe 28 moves to the manhole 18 side when the ground changes or the like occurs, the length of the protruding portion of the second short pipe 28 becomes a push-in allowance, so the second short pipe 28 Therefore, water tightness can be secured.
[0039]
A manhole joint 10 which is another embodiment of the present invention shown in FIG. 6 is substantially the same as the manhole joint 10 shown in FIG. 1 is located inside the plate portion 14 and is inserted into the through hole 20 of the manhole wall 18, the tube portion 50 of the embodiment 48 in this embodiment is composed of the plate portion 74 and the manhole. It is located outside the through hole 20 (not shown) of the wall 18. Therefore, the sanding process 34 is performed only on the outer surface of the first short tube 22 located on the inner side of the plate portion 74 of the pillow 48. The other parts are the same as the manhole joint 10 shown in the embodiment of FIG.
[0040]
In any of the above-described embodiments, the manhole joint 10 may be circulated in a state where the EF joint 32 is fused to the second short pipe 28. In this case, there is an advantage that the selection of the EF joint is not mistaken at the construction site. Moreover, although the EF joint 32 is attached to the portion of the second short tube 28 that protrudes outward from the first short tube 22, an EF piece support may be provided instead. The EF piece receptacle is an enlarged diameter receptacle, and is an EF joint in which a heating element such as a heating wire is previously incorporated in the receptacle. When this EF piece holder is attached to the second short tube 28, the second short tube 28 is first inserted into the first short tube 22, and the EF piece holder is butt-welded to the outer end of the second short tube 28. And connect.
[Brief description of the drawings]
FIG. 1 is a cross-sectional view showing a manhole joint according to an embodiment of the present invention.
2 is a cross-sectional view showing a state where the manhole joint of FIG. 1 embodiment is bonded to a manhole wall. FIG.
3 is a cross-sectional view showing a state in which a sewer pipe is connected to a manhole using the manhole joint of FIG. 1 embodiment. FIG.
FIG. 4 is a perspective view showing a baffle and a fastener.
FIG. 5 is a sectional view showing a manhole joint according to another embodiment of the present invention.
FIG. 6 is a sectional view showing a manhole joint according to another embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 ... Manhole joint 12 ... Kura 18 ... Manhole wall 22 ... 1st short pipe 24 ... O-ring accommodation groove 26 ... O-ring 28 ... 2nd short pipe 32 ... EF joint

Claims (4)

マンホール壁に接着可能な第1樹脂からなり、かつマンホール壁の外面に沿う内面を有するくら、
前記第1樹脂からなり、かつ前記くらを貫通する第1短管、
前記第1短管の内面に形成される少なくとも1つのOリング収容溝、
前記Oリング収容溝に収容されるOリング、および
前記第1短管より長くかつ前記第1短管に挿通される、第2樹脂からなる第2短管を備える、マンホール継手。
The first resin that can be adhered to the manhole wall and having an inner surface along the outer surface of the manhole wall,
A first short pipe made of the first resin and penetrating the skirt,
At least one O-ring receiving groove formed on the inner surface of the first short pipe;
A manhole joint comprising: an O-ring housed in the O-ring housing groove; and a second short pipe made of a second resin that is longer than the first short pipe and is inserted into the first short pipe.
第2短管のくら外面側への第1短管からの突出長さが少なくともEF継手による接合代に対応する長さである、請求項1記載のマンホール継手。The manhole joint according to claim 1, wherein the length of the second short pipe protruding from the first short pipe toward the outer surface side is a length corresponding to at least a joining allowance by an EF joint. 前記Oリング収容溝は前記マンホール壁の厚み内に設けられる、請求項1または2記載のマンホール継手。The manhole joint according to claim 1, wherein the O-ring housing groove is provided within a thickness of the manhole wall. 前記第2短管はその端部に形成された鍔部を含み、バッフルを前記マンホール壁に固定するための留め具を前記鍔部と前記第1短管の端部との間に挟み込んで装着する、請求項1ないし3のいずれか記載のマンホール継手。The second short pipe includes a collar formed at an end thereof, and a fastener for fixing a baffle to the manhole wall is sandwiched between the collar and the end of the first short pipe. The manhole joint according to any one of claims 1 to 3.
JP2003186782A 2003-06-30 2003-06-30 Manhole joint Withdrawn JP2005023522A (en)

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Publication Number Publication Date
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006083622A (en) * 2004-09-16 2006-03-30 Chubu Bika Kigyo Kk Manhole and water impervious plate used for the manhole
JP2011102505A (en) * 2009-11-11 2011-05-26 Sekisui Chem Co Ltd Piping structure of house inlet with vacuum valve
JP2013029017A (en) * 2012-10-22 2013-02-07 Ebara Corp Manhole pump facility
JP2020119747A (en) * 2019-01-23 2020-08-06 群馬県 Heating device such as heat pipe with power supply line connection

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006083622A (en) * 2004-09-16 2006-03-30 Chubu Bika Kigyo Kk Manhole and water impervious plate used for the manhole
JP4594014B2 (en) * 2004-09-16 2010-12-08 中部美化企業株式会社 Manhole and water shield used in the manhole
JP2011102505A (en) * 2009-11-11 2011-05-26 Sekisui Chem Co Ltd Piping structure of house inlet with vacuum valve
JP2013029017A (en) * 2012-10-22 2013-02-07 Ebara Corp Manhole pump facility
JP2020119747A (en) * 2019-01-23 2020-08-06 群馬県 Heating device such as heat pipe with power supply line connection
JP7011232B2 (en) 2019-01-23 2022-01-26 群馬県 Heater device for buried heat pipes with power supply line connections

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