JP3762017B2 - Wellhead water stop for manhole pipe side wellhead - Google Patents

Wellhead water stop for manhole pipe side wellhead Download PDF

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Publication number
JP3762017B2
JP3762017B2 JP02367097A JP2367097A JP3762017B2 JP 3762017 B2 JP3762017 B2 JP 3762017B2 JP 02367097 A JP02367097 A JP 02367097A JP 2367097 A JP2367097 A JP 2367097A JP 3762017 B2 JP3762017 B2 JP 3762017B2
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pipe
wellhead
manhole
propulsion
water stop
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JPH10219718A (en
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武文 松村
龍雄 田中
一記 小倉
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Fukoku Co Ltd
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Fukoku Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、沈設された立坑マンホール管の側面から排水管等の配管を推進施工する場合に、マンホール管側面の坑口に設けて土砂や水等がマンホール管内に侵入するのを防止する止水器に関する。
【0002】
【従来の技術】
従来より、マンホール内部から、埋設管に向けて排水管等を推進掘削させて配管接続する工事が行われている。かかる工事では、立坑側面に打ち込まれた鋼矢板に、地下内部からバーナー切断により配管施工用の坑口を開け、鋼矢板用の坑口止水器を坑口開口部に取付けている。
【0003】
鋼矢板用の坑口止水器は、環状フランジの一方の面に、配管施工時の土砂等の流入防止用の円形ゴム板が重ねられ、バーナー切断して開けられた鋼矢板の穴にフランジを溶接し、円形ゴム板を挟んで環状フランジとでボルト止めする。その後に推進機で管を推進させ、円形ゴム板を貫通した管の外周を残っている円形ゴム板により、外側の土砂や水がマンホール内へ入り込まないようにして配管敷設する。
【0004】
配管敷設後、コンクリート打設又はマンホール管等を設置して、マンホール管に上記配管の接続を行い、施工配管の周囲とマンホール管坑口との間にモルタル詰めを行って、水や土砂等が流入しないように止水処置を施す。その後に埋め戻し、鋼矢板を引き抜く。坑口止水器については溶断して取り除いておくのが一般的である。
【0005】
しかし、前記の工法では、立坑の掘削、鋼矢板の設置、前記立坑内からの管推進、推進終了後のマンホール管の設置、マンホール管と鋼矢板の間の埋め戻し、鋼矢板撤去等の工程をとっている。かかる工法では、特に、立坑掘削、埋め戻し、及び鋼矢板の撤去等に多大の時間を要し、施工費の削減及び工期の短縮という面からその改善が強く要望されていた。
【0006】
そのため、最近では、漸次縦方向に掘削しながら、予め側面に配管用の穴を設けたコンクリート製のマンホール管を、掘削深度に合わせて継ぎ足しながら沈設し、沈設したマンホール管の側面坑口から側方に配管を推進する方法が開発されている。かかる工法では、在来の坑口止水器は使用できず、新たに沈設マンホール管に使用可能な坑口止水器の開発が必要であった。
【0007】
そのため本出願人は先に、沈設マンホール管に使用可能な坑口止水器を特許出願(特開平8−158391号)している。
【0008】
なお、沈設マンホール管は、図6に示す沈設工法により、沈設されるものである。その工法は、地中をまず浅く掘削して、そこからコンクリート製のマンホール管10を沈める。次にマンホール管10の内部から掘削を進めるとともに、沈設するマンホール管10の周囲に土壌崩壊等を防ぐための硬化剤9を注入しながら、マンホール管10の自重を利用して漸次マンホール管10を沈めて行く。形成する立坑Vの深さに応じて、マンホール管10を次々積み重ねるようにしてマンホール管10内部の土砂をショベルでかき出しながら所定深度まで沈め、所望の立坑を形成する。
【0009】
その後、沈めた最下位置のマンホール管10の側面から、この側面に予め設けた貫通配管施工用の坑口20を利用して、推進機イにより推進先導管ロ及び配管ハを二工程で推進施工する工法、又は、配管ハを一工程で推進施工する工法である。
【0010】
沈設工法で使用するマンホール管10の側面に、貫通配管施工用の坑口20が予め設けられ、上記要領でマンホール管10を沈設して立坑を形成し、さらに、上記坑口20に坑口止水器Aを取付けて土砂の流入を防ぎながらマンホール管10側面に推進施工により配管接続を行い、そのまま坑口止水器Aを埋め殺しにしている。
【0011】
従来の坑口止水器Aは、図7(a)、(b)に示すようにマンホール管10の坑口20内に挿入されて坑口全面を閉じる大きさのシールゴム板30a、30bを面合わせに重ねて、リング形の内フランジ40bと外フランジ40aとで挟みつけ、さらにシールゴム板30aの外面に発泡スチロール樹脂や木材等の軟質部材を用いて形成した蓋50を配置するとともに、シールゴム板30bの内面に補強板80を配置している。また蓋50と補強板80は、外フランジ40aの横部分の位置で蓋50から補強板80にまで貫通させたボルトBによりそれらは一体に連結され、さらにボルトBの外側の端部に止水器取付部材60が、坑口20の半径方向外側に向かって取付けられ、止水器取付部材60に設けられている透孔62を介してマンホール管10の坑口の外側周縁に前記とは別個のボルトで固定されるようになっている。
【0012】
なお、前記の外側のシールゴム板30aに、推進先導管用の小孔31が設けられて、推進先導管が小孔31を貫通した状態で小孔31の周縁がめくられて先導管の外周にシール性を保って接するようになっている。さらに、外側のシールゴム板30aの外径は坑口20の内径より少し大きく形成されており、坑口止水器Aの取付けに際しては、図7(b)に示すようにシールゴム板30aの外縁部分が坑口内壁20aに密着させられてマンホールの坑口20のシール性が保たれている。或は、モルタルやパッキング等の使用もなされている。
【0013】
また内側のシールゴム板30bに、推進配管用の孔32が設けられて、配管が孔32を貫通した状態で孔32の周縁がめくられて配管の外周にシール性を保って接するようになっている。
【0014】
前記従来の坑口止水器Aは、全体がマンホール管10の坑口20の内側に配置されているので、マンホール管10を沈設工法で沈設する場合に周辺地盤との摩擦を低減でき、さらにマンホール管内の土砂を掘削する装置の邪魔になることなくマンホール管10の沈設が行える。
【0015】
また、蓋50は推進先導管及び配管で先行可能な軟質部材により形成されているので、配管の推進施工時には、マンホール管10の内側から推進先導管や配管を推進させるだけで、必要な孔を蓋50に開けることができる。
【0016】
さらに坑口止水器の内側面には、補強板80が設けられているので、蓋50やシールゴム板30a、30bをマンホール管の内側に押そうとする土圧に抗して、それを押し止めることが可能である。さらに補強板80はボルトBにナット止めされているので、推進施工時には補強板80を外して作業を行うことができる。前記従来の坑口止水器Aはこのような利点はあるが、以下に記載する問題がある。
【0017】
【発明が解決しようとする課題】
前記従来技術において、沈潜工法で沈設されたマンホール管に設けた坑口止水器では、坑口を閉じるように形成したシールゴム板と、その両側に配置したリング形の内フランジと外フランジと、さらに蓋と補強板とを一体に連結させているボルトが、坑口内に配置されているので、例えば、推進先導管の推進の後に配管を推進させる場合に、推進配管が到達側のマンホール管の坑口に配置されている坑口止水器に到達した状態で芯ずれしているときに、配管が坑口止水器のボルトに突き当たり、シールゴム板やフランジあるいは蓋や補強板の連結状態が破壊されてしまう。このため、配管が推進到達側のマンホール管の坑口に推進到達した状態で、配管と坑口との間の隙間を閉じる部材がなく、土砂や水がマンホール管内に流入するという問題があった。
【0018】
そこで、本発明の目的は、沈設工法において配管を到達側のマンホール管にまで推進させる場合に、配管の到達位置で芯ずれが生じても、坑口止水器が破損するようなことがなく、配管を到達側のマンホール管の坑口止水器に到達させる際に、そのマンホール管内に土砂や水が流入しないように確実に配管工事をできるようにすることにある。
【0019】
また、他の目的は、坑口止水器のシール部材であるシールゴム板が反転しないように内フランジに反転防止部を設けて、推進先導管や配管がシールゴム板を貫通する部所でのシール性を良好に保てるようにすることにある。
【0020】
【課題を解決するための手段】
本発明の坑口止水器は、沈設したマンホール管側面から推進先導管および推進配管を推進施工するためにマンホール管側面に形成された貫通配管施工用坑口に装着するようにした止水器であって、前記マンホール管の外周曲面に対応した曲面を有し、前記坑口の周縁部の外面に取付けられるリング形の剛体製の内フランジと、前記内フランジの外面に配置され、前記坑口を貫通する前記推進先導管および前記推進配管をシールするシール部材と、前記シール部材の外周部に配置され、前記内フランジとの間で前記シール部材を挟み付ける外フランジと、前記内フランジに設けられ、前記坑口内に挿入されるとともに内側端部が天井板により閉じられた保持筒と、前記マンホール管の坑口の内径よりも半径方向内側にまで延長して前記内フランジに設けられた剛体製の反転防止部とを有し、前記反転防止部により前記シール部材が前記マンホール管内に反転しないようにしたことを特徴とする。
【0021】
また、本発明の坑口止水器は、内フランジの内周縁から半径方向内側に延長して形成された反転防止部に放射状のスリットが設けられ、前記推進配管が芯ずれして前記反転防止部に当たるとスリット間の金属板片が曲げられるようになっている。
【0022】
さらに、前記シール部材は、推進先導管用の小孔と、推進配管用の配管貫通可能部分とが設けられたシールゴム板としても良く、シール部材は外側に配置されて推進先導管用の小孔が設けられる外シールゴム板と、内側に配置されて推進配管用の配管貫通可能部分とが設けられる内シールゴム板とで構成するようにしても良い。推進配管用の配管貫通可能部分は、孔又は孔状に切り取り可能に構成するようにしても良い。推進配管用の配管貫通部分は、例えば、配管口径に合わせた切溝、前記切溝を断続的に形成した手段、或は切取用ミシン目のスリットに形成した手段等の配管口径に合わせて切り取り可能な手段に形成すればよい。さらには、当初から孔に形成しておいても構わない。シール部材は、シールゴム板が好ましいが、それ以外のものでも適度な弾性と防水性等を有するゴム以外の合成樹脂等の素材を使用して形成するようにしても構わない。
【0023】
本発明の坑口止水器は、マンホールの坑口に取付けられた状態で、内フランジとシールゴム板と外フランジがマンホール外周から突出するが、それら合計の突出厚さはそれほど大きくはない。このため、マンホール管の沈設時に周辺地盤との摩擦を極力起こさず、さらにマンホール管内の土砂を掘削する装置の邪魔にもなることなくマンホール管の沈設が行える。
【0024】
さらに、二枚のリング状のフランジ間にシール部材を挟む構成を有しているため、推進施工時に配管等をシール部材に通してもしっかり形態保持ができる。シール部材を二枚合わせのシールゴム板により構成した場合は、蓋に近い側の外シールゴム板の略中央に推進施工時の先導管用の小孔が設けられているため、その小孔に先導管を通すことにより、シールゴム板の小孔の周縁部分が少しめくれ気味になりながら先導管の管壁に密着して、土砂や水等の侵入を防ぎながら先導管を通すことができる。なお外シールゴム板の小孔は、マンホール管を沈設するときから孔が開いているが、その内側に、内端が天井板で閉じられた保持筒が設けられているので、土砂や水がマンホール管内に流入することがない。マンホール管の周囲に硬化剤を圧入しながら行う工法では、かかる硬化剤の侵入をも、土砂などと同様に防止することができる。
【0025】
また、他方の内シールゴム板の略中央には、配管用の孔が配管貫通可能部分として設けられているので、上記要領で孔の周縁部分を配管の管壁に密着させて土砂や水等の侵入を防ぎながら、配管を上記先導管の推進後に通すことができる。
【0026】
一方、シール部材を一枚構成のシールゴム板にする場合には、シールゴム板の略中央の小孔に、上記要領で土砂や水等の侵入を防ぎながら推進先導管を通すことができる。さらに、小孔の周囲に、配管用の孔形成ができるように例えば切溝等の配管貫通可能部分が設けられているので、推進先導管を通している間はこの切溝から切り取らずにそのままで土砂等の侵入を防ぐ一方、配管を通すときには上記切溝から切り取って簡単に配管用の孔を形成できる。
【0027】
さらに、切溝等の手段に形成された配管貫通可能部分を、小口径を中心に同心円状に複数設けることにより、種々の配管口径に合わせた孔径の選択ができる。
【0028】
坑口止水器の内フランジの内側に保持筒が設けられているので、止水器をマンホール管の坑口に取付ける場合に、止水器の保持筒を坑口内に挿入して保持させることができる。さらに、シール部材の内側に設けられている保持筒の内端は天井板で閉じられているので、シール部材に小孔が開けられていても、土砂や水が小孔からマンホール管内へ入ることはない。
【0029】
また、坑口止水器の内フランジの内周縁を、マンホールの坑口の半径方向内側へ延長して反転防止部に形成しているので、止水器をマンホールの坑口に取付けた状態でシール部材が外圧を受けても、シール部材は内側の内周部が反転防止部により支持されるので、シール部材が反転することがなく推進された配管外周にシール部材がめくられて接し、土砂や水の侵入を防止できる。
【0030】
さらに、内フランジに設けた反転防止部に放射状のスリットを設けているので、もし推進配管が到達側のマンホールの坑口止水器に芯ずれして到達しても、反転防止部のスリット間の金属板片が曲がり、配管が芯ずれして推進しても止水器を破損することはない。なお、推進配管が坑口止水器に到達した状態で、配管が止水器の保持筒内周を通るようにしているので、配管の芯ずれは配管が保持筒内を通る範囲で許容される。
【0031】
【発明の実施の形態】
本発明の実施の形態を図1〜5により説明する。
【0032】
(実施の形態1)
本発明の坑口止水器は、前記従来例で記載したように図6に示す沈設工法により、掘削しながらコンクリート製のマンホール管10を下に向かって次々に沈設し、それにより形成される立坑の側面坑口20から推進到達側の立坑の側面坑口に、先導管や配管を推進施工する場合に使用され、坑口から立坑内に水や土砂が入り込まないように坑口に取付けられるものである。
【0033】
本発明の坑口止水器Aは、上記工法で使用するマンホール管10側面に設けた貫通配管施工用の坑口20に予め取付けられ、上記要領でマンホール管10を沈設して立坑を形成し、さらに、上記坑口20から土砂の流入を防ぎながらマンホール管10側面に推進施工により配管接続を行い、そのまま坑口止水器Aを埋め殺しにするものである。
【0034】
本実施形態の坑口止水器Aは、図1に示すように、上記沈設工法に使用するコンクリート製のマンホール管10側面の貫通配管施工用の坑口20に取付けられるもので、シール部材は二枚合わせのシールゴム板であって外シールゴム板30aと内シールゴム板30bとで構成されている。
【0035】
外シールゴム板30aと内シールゴム板30bは、坑口20の全面と坑口周縁部とを覆う大きさに形成されて、それらの周縁部が金属製でリング形の外フランジ40aと内フランジ40bの間に挟まれて、配管施工時に推進先導管等を通してもシールゴム板の形態保持ができるようになっている。また外フランジ40aと内フランジ40bは、図3に示されるように円筒状のマンホール管10の外周面に沿うような曲面を有するように形成され、外フランジ40a、内フランジ40bに挟まれた外シールゴム板30aと内シールゴム板30bもマンホール管10の外周に沿う曲面を有するように構成されている。
【0036】
なお金属製の外フランジ40aと内フランジ40b、さらに後記する金属製の保持筒46は、さび止めのため、SDCコート/402T JIS1種黒(タールエポキシ樹脂塗料、大日本塗料(株))を塗布している。
【0037】
外シールゴム板30aと内シールゴム板30bの周縁を外フランジ40aと内フランジ40bとで位置合わせして挟みつけて固定するために、図4(b)に示すように内フランジ40bの外面の一直径上の2箇所にネジピン41が点付け溶接により取付けられいる。そして、外シールゴム板30aと内シールゴム板30bにもネジピン41に対応する位置にピン孔が設けられ、内シールゴム板30bと外シールゴム板30aのピン孔をそれぞれネジピン41に通して、両シールゴム板30a、30bを重ねる。また外フランジ40aにもネジピン41に対応する位置にピン孔が設けられており、外フランジ40aのピン孔を前記ネジピン41に通して外シールゴム板30aの上に重ね、さらにナット42をネジピン41にネジ込むことにより内シールゴム板30b、外シールゴム板30bを外フランジ40aと内フランジ40bとの間に挟みつけている。
【0038】
なお、ネジピン41は、上記のように点付け溶接であるので、溶接個所が少なく、溶接による突出部が生じないので、ネジピン41に外シールゴム板30aと内シールゴム板30bのそれぞれのピン孔を通してシールゴム板を重ね、さらに外フランジ40aを重ねてナットで固定した場合に、厚さ寸法に誤差が生じることはない。
【0039】
また、2つの外フランジ40aと内フランジ40bにシールゴム板を挟みつけた状態で、外フランジ40aから内フランジ40bにまで貫通するように透孔25が設けられている。そして、両フランジ40a、40bに挟まれたシールゴム板30a、30bと、後記する保持筒46とを備えた坑口止水器Aをマンホール管10の坑口20の周縁に固定するときは、保持筒46を坑口20内に挿入して仮止めし、透孔25からドリルでマンホール管10の外周に孔を開け、その孔にアンカー26をハンマーで打ち込んで、アンカー26をマンホール管10に固定する。なお、アンカーの代わりにボルトで固定することも可能である。
【0040】
このように固定することで、坑口止水器Aをマンホール管10の外周面に、隙間なく取付けられるようになっている。本実施の形態では、坑口止水器Aとマンホール管10の坑口20との重なり部のコーナー部にモルタルなどを塗布していないが、シール性をより確実にするためモルタルを塗布してもよい。また坑口止水器Aの内フランジ40bとマンホール管10の外周面との間にスポンジを介在させてシール性を向上させている。
【0041】
なお、坑口止水器Aを坑口20へ取付けることで、内フランジ40bと外、内シールゴム板30a、30bと外フランジ40aが全体で、たとえば29.5mm程度マンホール管10の外周面から突出するが、マンホール管10の沈設の際に用いる最下の刃口のオーバーカットが、たとえば50mm(直径で100mm)あるため、沈設時に大きな摩擦を生じさせることはない。
【0042】
外シールゴム板30aは肉薄の円形に形成され、内シールゴム板30bは肉厚の円形に形成され、両者は互いに面合わせに合わされて、その周縁部分が上記のように外フランジ40aと内フランジ40bにより両側から圧着状態で強く挟まれている。なお、両シールゴム板40a、40bの厚さは、適宜選択できる。
【0043】
さらに、外シールゴム板30aの略中央には推進先導管の口径より少し小径の小孔31が設けられている。この開口している小孔31に推進先導管を通すと、小孔31の周縁部分のゴムがめくれて推進先導管の管壁周囲に密着し、土砂や水等がマンホール管10内へ侵入するのを防止できる。なお内シールゴム板30bには配管貫通可能部分として小孔32が開けられているが、その内側に後記する保持筒46が設けられその内周開口は天井板47で閉じられているので、坑口止水器Aを取付けたマンホール管10を沈設しても、前記小孔31から土砂や水がマンホール管内に入ることはない。
【0044】
他方の肉厚に形成された内シールゴム板30bの略中央には、上記小孔31と同心円状の配管口径より少し小径で、上記小孔31より大きな円形の孔32が配管貫通可能部分として開けられている。そして、推進先導管を通した後で、上記推進先導管を通す際の要領で土砂や水等のマンホール管10内部への侵入を防ぎながら、配管を内シールゴム板30bの孔32に通して推進させるようになっている。なお孔32の代わりに、同一半径の孔溝を内シールゴム板30bに設けて、その内部を切り取ることにより孔に形成するようにしてもよい。
【0045】
なお、外シールゴム板30aと内シールゴム板30bには、本実施の形態ではSBR(スチレン−ブタジエンゴム)が使用されている。SBR以外にも、NR(天然ゴム)、CR(クロロプレンゴム)、NBR(ニトリルブタジエンゴム)、IIR(ブチルゴム)、EPDM(エチレン・プロピレンゴム)等も使用できる。
【0046】
内フランジ40bの内周縁は、坑口20の内径より少し半径方向内側にまで延長されて反転防止部45に形成されるとともに、その反転防止部45に図2、4に示すように、放射状のスリット48が設けられている。本実施の形態では、スリット48の数は16本であり、各スリット48の間の金属板片48aは、先導管の後に通す配管が芯ずれした場合に対応させるためのものであり、推進到達側のマンホール管10に取付けた坑口止水器Aに推進配管が芯ずれして到達した場合に、配管が反転防止部45に当たる一部のスリット48間の金属板片48aが曲がるのみで、坑口止水器Aを破損することはない。
【0047】
また反転防止部45は、坑口の半径方向内側に延長されてシールゴム板30bの面に当接しているので、前記のように外、内フランジ40a、40bで挟まれた状態で曲面を有する外シールゴム板30a、内シールゴム板30bが土圧により内側に反転しないようになっている。そしてこの反転防止により、外シールゴム板30a、内シールゴム板30bが、それを貫通する推進先導管や配管の外周にめくられて接し、シール性が保たれる。
【0048】
また、内フランジ40bの内周面に、金属製の保持筒46がその軸線が垂直となるように溶接により止水性よく取付けられ、その保持筒46が坑口内に挿入されることにより、止水器Aが坑口20に保持され、所定位置に容易に仮止めでき、作業性をよくすることができる。なお、保持筒46は、その軸線方向の内端は金属製の天井板47で閉じられており、その天井板47も溶接により止水性よく保持筒46の筒部に取付けられている。
【0049】
保持筒の天井板47は、推進先導管と配管を通すために、それぞれ別個に対応する大きさの孔を、ガスバーナーで焼き切ることにより形成して、それぞれの管を通すようにしている。また保持筒46の軸線方向の長さは、前記のガスバーナーでの焼き切り作業で、天井板47の背面に配置されている外シールゴム板30aと内シールゴム板30bが熱で焼かれない大きさにしている。
【0050】
また、保持筒46の筒部内を推進配管が通るようにしているので、配管が前記筒部を破損しない範囲で、配管の芯ずれを許容できる。
【0051】
(実施の形態2)
前記実施の形態では、坑口止水器Aにシール部材として2枚のシールゴム板を設けたが、図5に示すように1枚のシールゴム板30のみでシール部材を形成するようにしてもよい、その場合、シールゴム板30以外の構成は前記実施の形態と同様である。
【0052】
この場合、シールゴム板30は、外周から内周に向かって薄肉に形成し、周縁部が、前記実施の形態のようにマンホール管の外周面に沿う曲面を有するように形成した外フランジ40aと内フランジ40bとで挟まれることにより、シールゴム板30がマンホール管10の外周に沿う曲面となるように形成されている。またシールゴム板30は坑口の全面とその周縁部を覆う大きさにされ、中心部に推進先導管を通すための小孔31が設けられ、開口されている小孔31に先導管を通すことができる。さらに前記の1枚のシールゴム板30には、小孔31と同心で配管よりは少し小径のリング形の切溝33が配管貫通可能部分として設けられ、その切溝33で中心側を取り除くことで、前記の推進先導管の後に推進される配管が通されるようになっている。
【0053】
さらに、前記の1枚のみからなるシールゴム板には、配管貫通可能部分として推進配管の外径より少し小さな径の切溝33を1つ形成していたが、複数の切溝33あるいは複数のリング形くびれを同心に設けて、推進配管の径が異なる場合にも対応した大きさの切溝あるいはくびれで切り取ることにより孔を開けられるようにすることもできる。
【0054】
配管貫通可能部分は前記のように連続的な切溝33に形成しても構わないが、断続的に切溝33を形成しても構わない。或は、図5(b)に示すように、切り取り可能なミシン目状のスリット31aにより形成しても構わない。
【0055】
このように、複数の切溝33や複数のリング形くびれを設けるのは、1枚のシールゴム板30からなるものに限るものではなく、前記の2枚合わせのシールゴム板30a,30bの場合にも適用できる。
【0056】
上記実施の形態では、坑口止水器Aの形状は、通常使用する丸管に合わせた円形形状に形成されているが、必要に応じて角管等その他の使用管形状に合わせた形状にしても構わない。
【0057】
本発明では、シールゴム板に推進先導管用の小孔を予め開けておく構成としたが、最初から小孔を開けることなく、随時切り取り可能な切溝を設けておくだけの構成とすることもできる。
【0058】
以上、本発明者によってなされた発明を発明の実施の形態に基づき具体的に説明したが、本発明は前記実施の形態に限定されるものではなく、その要旨を逸脱しない範囲で種々変更可能であることはいうまでもない。
【0059】
【発明の効果】
本願において開示される発明のうち、代表的なものによって得られる効果を簡単に記載すれば、以下のとおりである。
【0060】
(1).本発明の坑口止水器では、外、内フランジとシールゴム板がマンホール管の外周から突出するが、その突出厚さは小さいので周辺地盤との摩擦にならず、またマンホール管内の土砂を掘削する装置の邪魔になることなくマンホール管沈設を行うことができ、沈設したマンホール管側面からの配管の敷設を、土砂等のマンホール管への流入を防ぎながら推進施工で行うことができる。
【0061】
(2).本発明では坑口止水器をそのまま埋め殺しにすることができるため、従来のような坑口止水器の取り外しに伴う工数の削減、及び土砂等の立坑内への流入を確実に防止することができる。
【0062】
(3).内フランジの内側に保持筒が設けられているので、マンホール管の坑口に止水器を容易に仮止めさせることができる。また、保持筒の内端が天井板で閉じられているため、シールゴム板に初めから孔が開けられていても、その内側に保持筒の天井板が閉じているので、土砂や水がマンホール管内へ入ることはない。
【0063】
(4).止水器の内フランジに反転防止部を設けているので、マンホール管の外周面に沿う曲面を有するように構成されたシールゴム板が、外圧で内側に反転することを防止でき、シールゴム板をシール性よく推進先導管や推進配管の外周に接しさせることができる。
【0064】
(5).反転防止部は、内フランジの半径方向内側に延長されているが、その反転防止部にスリットが設けられているので、推進配管が推進されて到達側のマンホール管の止水器に芯ずれして到達した場合でも、反転防止部のスリット間の金属板片が曲がって配管を通し、坑口止水器を破損することはない。
【図面の簡単な説明】
【図1】本発明の坑口止水器をマンホール管から分離した状態の斜視図である。
【図2】坑口止水器を背面から見た斜視図である。
【図3】坑口止水器をマンホール管の坑口に取付けた状態の断面図である。
【図4】坑口止水器の背面図(a)と、そのA−A線断面図(b)である。
【図5】本発明の別の実施の形態の坑口止水器を示す斜視図(a)と、さらに別の実施の形態の止水器におけるシールゴム板に設けた配管貫通可能部分の構成を示す正面図(b)である。
【図6】坑口止水器を適用する沈設工法の説明図である。
【図7】従来の坑口止水器を示す正面図(a)と、断面図(b)である。
【符号の説明】
10 マンホール管
20 坑口
30a 外シールゴム板
30b 内シールゴム板
31 小孔
32 孔
40a 外フランジ
40b 内フランジ
45 反転防止部
[0001]
BACKGROUND OF THE INVENTION
The present invention provides a water stop device that is provided at a wellhole on the side of a manhole pipe to prevent intrusion of earth, sand, water, etc. into the manhole pipe when a pipe such as a drainage pipe is pushed from the side of a submerged shaft manhole pipe About.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, work has been performed to connect a pipe by propelling a drain pipe or the like from a manhole toward a buried pipe. In such construction, a steel sheet pile driven into the shaft side is opened from the underground by burner cutting, and a water well for the steel sheet pile is attached to the well opening.
[0003]
A wellhead water stop for steel sheet piles has a circular rubber plate for preventing inflow of earth and sand, etc. at the time of piping construction superimposed on one surface of the annular flange, and a flange is attached to the hole in the steel sheet pile opened by cutting with a burner. Weld and bolt with an annular flange with a circular rubber plate in between. Thereafter, the pipe is propelled by a propulsion unit, and the pipe is laid so that the outer earth and sand and water do not enter the manhole by the circular rubber plate remaining on the outer periphery of the pipe penetrating the circular rubber plate.
[0004]
After laying the pipes, install concrete or install manhole pipes, connect the above pipes to the manhole pipes, pack mortar between the surroundings of the construction pipes and the manhole pipes, and water, earth and sand flow into it Take measures to stop the water. Then backfill and pull out the steel sheet pile. It is common to melt and remove the well water stopper.
[0005]
However, in the construction method, shaft excavation, steel sheet pile installation, tube propulsion from the shaft, manhole tube installation after the completion of propulsion, backfilling between manhole tube and steel sheet pile, steel sheet pile removal, etc. Have taken. In this construction method, in particular, a great amount of time is required for shaft excavation, backfilling, steel sheet pile removal, and the like, and there has been a strong demand for improvement in terms of reducing construction costs and shortening the construction period.
[0006]
For this reason, recently, concrete manhole pipes with holes for piping in advance have been laid down in advance according to the depth of excavation while digging in the longitudinal direction gradually, and laterally from the side wellhead of the laid manhole pipe. A method of propelling piping has been developed. In this construction method, a conventional wellhead water stop cannot be used, and it is necessary to newly develop a wellhead water stop that can be used for a manhole tube.
[0007]
For this reason, the present applicant has previously filed a patent application (Japanese Patent Laid-Open No. 8-158391) for a wellhead water stop that can be used for a manhole tube.
[0008]
In addition, a sunk manhole pipe is sunk by the sunk construction method shown in FIG. The construction method involves first excavating the ground shallowly and then sinking a concrete manhole tube 10 therefrom. Next, while excavating from the inside of the manhole tube 10, while gradually injecting the curing agent 9 for preventing soil collapse and the like around the manhole tube 10 to be set up, the manhole tube 10 is gradually removed by utilizing its own weight. Go down. Depending on the depth of the vertical shaft V to be formed, the manhole tubes 10 are stacked one after another, and the earth and sand inside the manhole tube 10 are submerged to a predetermined depth while being shoveled to form a desired shaft.
[0009]
Thereafter, from the side surface of the submerged manhole tube 10, the propulsion unit B and the piping c are propelled in two steps by the propulsion machine a using the wellhead 20 for penetrating piping construction provided in advance on this side surface. It is a construction method that carries out the construction work in one step.
[0010]
A wellhead 20 for penetrating piping is provided in advance on the side surface of the manhole pipe 10 used in the construction method, and a manhole pipe 10 is subsidized to form a vertical shaft as described above. A pipe is connected to the side of the manhole pipe 10 by propulsion while preventing the inflow of earth and sand, and the wellhead water stop A is buried as it is.
[0011]
As shown in FIGS. 7 (a) and 7 (b), the conventional wellhead water stopper A is inserted into the wellhead 20 of the manhole tube 10 and the sealing rubber plates 30a and 30b having a size for closing the entire wellhead are overlapped with each other. The lid 50 is sandwiched between the ring-shaped inner flange 40b and the outer flange 40a. Further, a lid 50 formed using a soft member such as polystyrene resin or wood is disposed on the outer surface of the seal rubber plate 30a, and the inner surface of the seal rubber plate 30b. A reinforcing plate 80 is arranged. Further, the lid 50 and the reinforcing plate 80 are integrally connected by a bolt B penetrating from the lid 50 to the reinforcing plate 80 at the position of the lateral portion of the outer flange 40a, and further, water is stopped at the outer end of the bolt B. A bolt 60 is attached to the outer periphery of the wellhead of the manhole tube 10 via a through hole 62 provided in the waterstop attachment member 60. It comes to be fixed with.
[0012]
The outer seal rubber plate 30a is provided with a small hole 31 for the propulsion destination conduit, and the peripheral edge of the small hole 31 is turned in a state where the propulsion destination conduit passes through the small hole 31, and the outer periphery of the front conduit is sealed. It comes to contact with keeping the sex. Further, the outer diameter of the outer seal rubber plate 30a is formed to be slightly larger than the inner diameter of the wellhead 20, and when installing the wellhead water stop A, the outer edge portion of the seal rubber plate 30a is the wellhead as shown in FIG. The seal of the wellhole 20 of the manhole is maintained by being in close contact with the inner wall 20a. Or mortar, packing, etc. are also used.
[0013]
Further, a hole 32 for propulsion piping is provided in the inner sealing rubber plate 30b, and the periphery of the hole 32 is turned in a state where the piping penetrates the hole 32 so as to come into contact with the outer periphery of the piping while maintaining sealing performance. Yes.
[0014]
Since the conventional wellhead water stop A is entirely disposed inside the wellhole 20 of the manhole tube 10, when the manhole tube 10 is laid down by a sinking method, friction with the surrounding ground can be reduced. The manhole tube 10 can be set without interfering with the apparatus for excavating the earth and sand.
[0015]
In addition, since the lid 50 is formed of a soft member that can be preceded by a propelling destination conduit and piping, the necessary holes can be formed by simply propelling the propelling destination conduit and piping from the inside of the manhole tube 10 when propelling the piping. The lid 50 can be opened.
[0016]
Further, since the reinforcing plate 80 is provided on the inner side surface of the wellhead water stop, it is pressed against the earth pressure that tries to push the lid 50 and the seal rubber plates 30a and 30b to the inside of the manhole tube. It is possible. Further, since the reinforcing plate 80 is fastened with nuts to the bolts B, the work can be performed with the reinforcing plate 80 removed during propulsion work. Although the conventional wellhead stop A has such advantages, it has the following problems.
[0017]
[Problems to be solved by the invention]
In the prior art, in the wellhead water stop provided on the manhole pipe set by the submergence method, a seal rubber plate formed so as to close the wellhead, ring-shaped inner flange and outer flange disposed on both sides thereof, and a lid Bolts that integrally connect the reinforcement plate and the reinforcing plate are arranged in the wellhead.For example, when propelling the pipe after propulsion of the propulsion destination pipe, the propulsion pipe is connected to the manhole pipe at the arrival side. When the core is misaligned in the state of reaching the wellhead water stop, the piping hits the bolt of the wellhead waterstop, and the connected state of the seal rubber plate, the flange, the lid, and the reinforcing plate is destroyed. For this reason, there is no member that closes the gap between the pipe and the wellhead in a state where the pipe reaches the wellhole of the manhole pipe on the propulsion reaching side, and there has been a problem that earth and sand or water flows into the manhole pipe.
[0018]
Therefore, the purpose of the present invention is to prevent the well water stop device from being damaged even if misalignment occurs at the arrival position of the pipe when propelling the pipe to the manhole pipe on the arrival side in the subsidence method. It is intended to ensure that piping work can be performed so that earth and sand and water do not flow into the manhole pipe when the pipe reaches the wellhead water stop of the manhole pipe on the arrival side.
[0019]
Another purpose is to provide a reversal prevention part in the inner flange so that the seal rubber plate, which is the seal member of the wellhead water stop, does not reverse, and to seal at the place where the propellant conduit or piping penetrates the seal rubber plate. Is to maintain good.
[0020]
[Means for Solving the Problems]
The wellhead water stop of the present invention is a waterstop that is attached to a through-hole construction wellhead formed on the side of the manhole pipe so as to propel the propulsion destination pipe and the propulsion pipe from the side of the manhole pipe that has been laid. A ring-shaped rigid inner flange that is attached to the outer surface of the peripheral edge of the wellhead, and is disposed on the outer surface of the inner flange, and has a curved surface corresponding to the outer peripheral curved surface of the manhole tube, and penetrates the wellhead A seal member that seals the propulsion destination conduit and the propulsion pipe; an outer flange that is disposed on an outer peripheral portion of the seal member and sandwiches the seal member between the inner flange; and the inner flange. A holding cylinder which is inserted into the wellhead and whose inner end is closed by a ceiling plate, and extends to the inside in the radial direction with respect to the inner diameter of the wellhole of the manhole pipe, And a rigid steel inversion preventing portion provided on said sealing member by said inversion preventing portion is characterized in that so as not inverted to the manhole pipe.
[0021]
In addition, the wellhead water stop of the present invention is provided with a radial slit in an inversion prevention portion formed to extend radially inward from the inner peripheral edge of the inner flange, and the propulsion pipe is misaligned to cause the inversion prevention portion. When hitting, the metal plate piece between the slits can be bent.
[0022]
Further, the seal member may be a seal rubber plate provided with a small hole for the propulsion destination conduit and a pipe penetrable portion for the propulsion pipe, and the seal member is arranged on the outside to provide a small hole for the propulsion destination conduit. The outer seal rubber plate and the inner seal rubber plate disposed on the inner side and provided with a pipe penetrable portion for propulsion piping may be used. You may make it comprise the pipe penetration possible part for propulsion piping so that a hole or a hole shape can be cut off. Pipe penetrations for propulsion piping are cut according to the pipe diameter, for example, a groove that matches the pipe diameter, a means that intermittently forms the groove, or a means that is formed in the slit of the perforation for cutting. What is necessary is just to form in a possible means. Furthermore, it may be formed in the hole from the beginning. The seal member is preferably a seal rubber plate, but other seal members may be formed using a material such as a synthetic resin other than rubber having appropriate elasticity and waterproofness.
[0023]
In the wellhead water stop of the present invention, the inner flange, the seal rubber plate, and the outer flange protrude from the outer periphery of the manhole in a state of being attached to the wellhole of the manhole, but the total protrusion thickness is not so large. For this reason, it is possible to set the manhole tube without causing friction with the surrounding ground as much as possible when setting the manhole tube, and without interfering with an apparatus for excavating the soil in the manhole tube.
[0024]
Further, since the seal member is sandwiched between the two ring-shaped flanges, the shape can be firmly maintained even when piping or the like is passed through the seal member during propulsion. When the sealing member is composed of a pair of sealing rubber plates, there is a small hole for the leading conduit at the time of propulsion work at the approximate center of the outer sealing rubber plate on the side close to the lid. By passing it through, the peripheral portion of the small hole of the seal rubber plate is slightly turned upside down, closely contacting the tube wall of the tip conduit, and the tip conduit can be passed through while preventing intrusion of earth and sand or water. The small holes in the outer seal rubber plate are open from the time when the manhole tube is laid down, but the inner end is provided with a holding cylinder whose inner end is closed by a ceiling plate. It does not flow into the pipe. In the construction method performed while pressurizing the curing agent around the manhole tube, the penetration of the curing agent can be prevented in the same manner as earth and sand.
[0025]
In addition, since a hole for piping is provided in a substantially central portion of the other inner seal rubber plate as a pipe penetrable portion, the peripheral portion of the hole is brought into close contact with the pipe wall of the pipe in the above manner, so that earth, sand, Pipes can be passed after propulsion of the leading conduit while preventing intrusion.
[0026]
On the other hand, when the sealing rubber plate is made of one sheet, the propulsion destination conduit can be passed through the small hole at the substantially center of the sealing rubber plate while preventing the intrusion of earth and sand or water as described above. Furthermore, since a pipe-penetrating portion such as a kerf is provided around the small hole so that a hole for the pipe can be formed, the earth and sand are not cut off from the kerf while passing through the propulsion destination conduit. On the other hand, when the pipe is passed, the hole for piping can be easily formed by cutting the groove.
[0027]
Furthermore, by providing a plurality of pipe-penetrable portions formed in means such as kerfs in a concentric manner with a small diameter as the center, it is possible to select a hole diameter that matches various pipe diameters.
[0028]
Since the holding cylinder is provided inside the inner flange of the wellhead water stop, when the water stop is attached to the wellhole of the manhole pipe, the holding cylinder of the water stop can be inserted and held in the wellhead. . Furthermore, since the inner end of the holding cylinder provided inside the sealing member is closed by a ceiling plate, earth and sand and water can enter the manhole tube from the small hole even if the sealing member has a small hole. There is no.
[0029]
Moreover, since the inner peripheral edge of the inner flange of the wellhead water stop is extended to the inside in the radial direction of the wellhole of the manhole and is formed in the inversion prevention portion, the seal member is attached with the waterstop attached to the wellhole of the manhole. Even when external pressure is applied, the inner peripheral part of the seal member is supported by the inversion prevention part, so that the seal member does not invert and is in contact with the outer periphery of the pipe that has been propelled. Intrusion can be prevented.
[0030]
Furthermore, since a radial slit is provided in the inversion prevention part provided in the inner flange, even if the propulsion pipe reaches the wellhead water stop of the reaching manhole, Even if the metal plate piece is bent and the pipe is pushed out of alignment, the water stop is not damaged. In addition, since the piping passes through the inner periphery of the holding cylinder of the water stop when the propulsion pipe reaches the well stop, the misalignment of the pipe is allowed in the range where the piping passes through the holding cylinder. .
[0031]
DETAILED DESCRIPTION OF THE INVENTION
An embodiment of the present invention will be described with reference to FIGS.
[0032]
(Embodiment 1)
As described in the above-mentioned prior art, the wellhead water stop according to the present invention is a vertical shaft formed by laying concrete manhole pipes 10 downward one after another while excavating by the laying method shown in FIG. It is used when propelling a conduit or piping from the side wellhead 20 to the side wellhead of the shaft on the propulsion reaching side, and is attached to the wellhead so that water and earth and sand do not enter the shaft from the wellhead.
[0033]
The wellhead stop A of the present invention is attached in advance to the wellhead 20 for penetrating piping construction provided on the side surface of the manhole tube 10 used in the above method, and the manhole tube 10 is sunk in the above manner to form a vertical shaft, The pipe connection is made by propulsion work on the side surface of the manhole pipe 10 while preventing the inflow of earth and sand from the well opening 20, and the well stop water stop A is buried as it is.
[0034]
As shown in FIG. 1, the wellhead water stop A of the present embodiment is attached to the wellhead 20 for penetrating pipe construction on the side of the concrete manhole tube 10 used in the above-described construction method, and has two sealing members. A combined seal rubber plate is composed of an outer seal rubber plate 30a and an inner seal rubber plate 30b.
[0035]
The outer seal rubber plate 30a and the inner seal rubber plate 30b are formed to have a size that covers the entire surface of the wellhead 20 and the peripheral edge of the wellhead, and these peripheral portions are made of metal and are between the ring-shaped outer flange 40a and the inner flange 40b. It is sandwiched, and the shape of the seal rubber plate can be maintained even through the propulsion destination conduit or the like at the time of piping construction. Further, as shown in FIG. 3, the outer flange 40a and the inner flange 40b are formed so as to have curved surfaces along the outer peripheral surface of the cylindrical manhole tube 10, and the outer flange 40a and the inner flange 40b are sandwiched between the outer flange 40a and the inner flange 40b. The seal rubber plate 30 a and the inner seal rubber plate 30 b are also configured to have curved surfaces along the outer periphery of the manhole tube 10.
[0036]
The metal outer flange 40a and inner flange 40b and the metal holding cylinder 46 described later are coated with SDC coat / 402T JIS Class 1 black (tar epoxy resin paint, Dainippon Paint Co., Ltd.) to prevent rust. is doing.
[0037]
In order to position the outer seal rubber plate 30a and the inner seal rubber plate 30b at the outer flange 40a and the inner flange 40b so as to be positioned and fixed, the diameter of the outer surface of the inner flange 40b is as shown in FIG. Screw pins 41 are attached to the upper two places by spot welding. The outer seal rubber plate 30a and the inner seal rubber plate 30b are also provided with pin holes at positions corresponding to the screw pins 41, and the pin holes of the inner seal rubber plate 30b and the outer seal rubber plate 30a are respectively passed through the screw pins 41 so that both the seal rubber plates 30a. , 30b. The outer flange 40a is also provided with a pin hole at a position corresponding to the screw pin 41. The pin hole of the outer flange 40a is passed through the screw pin 41 and overlaid on the outer seal rubber plate 30a. By screwing, the inner seal rubber plate 30b and the outer seal rubber plate 30b are sandwiched between the outer flange 40a and the inner flange 40b.
[0038]
Since the screw pin 41 is spot welding as described above, there are few welded portions and no protruding portion is generated by welding. Therefore, the seal rubber is passed through the respective pin holes of the outer seal rubber plate 30a and the inner seal rubber plate 30b. When the plates are overlapped and the outer flange 40a is further overlapped and fixed with a nut, no error occurs in the thickness dimension.
[0039]
Further, a through hole 25 is provided so as to penetrate from the outer flange 40a to the inner flange 40b in a state where a seal rubber plate is sandwiched between the two outer flanges 40a and the inner flange 40b. And when fixing the well stop water stop A provided with the sealing rubber plates 30a and 30b sandwiched between the flanges 40a and 40b and the holding cylinder 46 to be described later on the periphery of the well opening 20 of the manhole pipe 10, the holding cylinder 46 Is inserted into the wellhead 20 and temporarily fixed, a hole is drilled from the through hole 25 to the outer periphery of the manhole tube 10, and the anchor 26 is driven into the hole with a hammer to fix the anchor 26 to the manhole tube 10. It is also possible to fix with bolts instead of anchors.
[0040]
By fixing in this way, the wellhead water stop A can be attached to the outer peripheral surface of the manhole tube 10 without a gap. In the present embodiment, mortar or the like is not applied to the corner portion of the overlapping portion between the wellhead water stop A and the wellhead 20 of the manhole pipe 10, but mortar may be applied to make the sealing property more reliable. . Further, a sealing property is improved by interposing a sponge between the inner flange 40b of the wellhead water stop A and the outer peripheral surface of the manhole tube 10.
[0041]
In addition, by attaching the wellhead water stop A to the wellhead 20, the inner flange 40b and the outside, the inner seal rubber plates 30a and 30b, and the outer flange 40a as a whole protrude from the outer peripheral surface of the manhole tube 10, for example, by about 29.5 mm. The overcut of the lowermost blade edge used when the manhole tube 10 is set is, for example, 50 mm (diameter: 100 mm), so that no great friction is generated during setting.
[0042]
The outer seal rubber plate 30a is formed in a thin circular shape, the inner seal rubber plate 30b is formed in a thick circular shape, the two are aligned with each other, and the peripheral portions thereof are formed by the outer flange 40a and the inner flange 40b as described above. It is tightly clamped from both sides. In addition, the thickness of both the sealing rubber plates 40a and 40b can be selected as appropriate.
[0043]
Further, a small hole 31 having a diameter slightly smaller than the diameter of the propellant conduit is provided in the approximate center of the outer seal rubber plate 30a. When the propulsion destination conduit is passed through the small hole 31 that is open, the rubber at the peripheral portion of the small hole 31 is turned up and closely adheres to the periphery of the tube wall of the propulsion destination conduit, and earth, sand, water, and the like enter the manhole pipe 10. Can be prevented. A small hole 32 is formed in the inner seal rubber plate 30b as a pipe penetrable portion, but a holding cylinder 46 described later is provided on the inner side and the inner peripheral opening is closed by a ceiling plate 47. Even if the manhole pipe 10 attached with the water device A is sunk, earth and sand and water will not enter the manhole pipe from the small hole 31.
[0044]
A circular hole 32 that is slightly smaller in diameter than the small hole 31 and concentric with the small hole 31 and larger than the small hole 31 is opened as a pipe-penetrating portion at the approximate center of the inner seal rubber plate 30b formed on the other wall thickness. It has been. Then, after passing through the propulsion destination conduit, the pipe is propelled through the hole 32 of the inner seal rubber plate 30b while preventing the intrusion of earth and sand into the manhole tube 10 in the same manner as when passing through the propulsion destination conduit. It is supposed to let you. Instead of the hole 32, a hole groove having the same radius may be provided in the inner seal rubber plate 30b, and the inside thereof may be cut to form the hole.
[0045]
In this embodiment, SBR (styrene-butadiene rubber) is used for the outer seal rubber plate 30a and the inner seal rubber plate 30b. In addition to SBR, NR (natural rubber), CR (chloroprene rubber), NBR (nitrile butadiene rubber), IIR (butyl rubber), EPDM (ethylene / propylene rubber), and the like can also be used.
[0046]
The inner peripheral edge of the inner flange 40b extends slightly inward in the radial direction from the inner diameter of the wellhead 20, and is formed in the inversion preventing portion 45. In the inversion preventing portion 45, as shown in FIGS. 48 is provided. In the present embodiment, the number of the slits 48 is 16, and the metal plate pieces 48a between the slits 48 are for dealing with the case where the pipe passing through the leading conduit is misaligned, and the propulsion reaches When the propulsion piping reaches the well stop water stop A attached to the manhole pipe 10 on the side, the metal plate piece 48a between some slits 48 where the piping hits the inversion preventing portion 45 only bends. The water stop A is not damaged.
[0047]
Further, since the inversion preventing portion 45 is extended inward in the radial direction of the wellhead and is in contact with the surface of the seal rubber plate 30b, as described above, the outer seal rubber having a curved surface in a state sandwiched between the outer and inner flanges 40a and 40b. The plate 30a and the inner seal rubber plate 30b are not reversed inward due to earth pressure. And by this reversal prevention, the outer seal rubber plate 30a and the inner seal rubber plate 30b are wound around and contacted with the outer periphery of the propulsion destination conduit and the pipe passing therethrough, and the sealing performance is maintained.
[0048]
In addition, a metal holding cylinder 46 is attached to the inner peripheral surface of the inner flange 40b with good water-stopping by welding so that the axis thereof is vertical, and the holding cylinder 46 is inserted into the wellhead, thereby The vessel A is held at the wellhead 20, can be easily temporarily fixed at a predetermined position, and workability can be improved. Note that the inner end of the holding cylinder 46 in the axial direction is closed by a metal ceiling plate 47, and the ceiling plate 47 is also attached to the cylinder portion of the holding cylinder 46 with good water-stopping properties by welding.
[0049]
The ceiling plate 47 of the holding cylinder is formed by burning holes of a corresponding size separately with a gas burner so as to pass the propelling destination conduit and the piping, and let each pipe pass. The length of the holding cylinder 46 in the axial direction is set such that the outer seal rubber plate 30a and the inner seal rubber plate 30b disposed on the back surface of the ceiling plate 47 are not burned by heat in the burn-out operation by the gas burner. ing.
[0050]
Further, since the propulsion pipe passes through the cylindrical portion of the holding cylinder 46, the pipe misalignment can be allowed as long as the pipe does not damage the cylindrical portion.
[0051]
(Embodiment 2)
In the above-described embodiment, two seal rubber plates are provided as seal members in the wellhead water stop A. However, the seal member may be formed by only one seal rubber plate 30 as shown in FIG. In that case, the configuration other than the seal rubber plate 30 is the same as that of the above embodiment.
[0052]
In this case, the seal rubber plate 30 is formed thinly from the outer periphery toward the inner periphery, and the outer peripheral portion 40a and the inner flange are formed so that the peripheral portion has a curved surface along the outer peripheral surface of the manhole tube as in the above embodiment. By being sandwiched between the flanges 40b, the seal rubber plate 30 is formed to have a curved surface along the outer periphery of the manhole tube 10. Further, the seal rubber plate 30 is sized to cover the entire surface of the wellhead and the peripheral portion thereof, and a small hole 31 for passing the propulsion destination conduit is provided at the center, and the leading conduit can be passed through the small hole 31 opened. it can. Further, the one seal rubber plate 30 is provided with a ring-shaped groove 33 that is concentric with the small hole 31 and slightly smaller in diameter than the pipe as a portion that can penetrate the pipe. The pipe to be propelled is passed after the propelling pipe.
[0053]
Further, the single seal rubber plate formed with one piece has a cut groove 33 having a diameter slightly smaller than the outer diameter of the propulsion pipe as a pipe penetrable portion. It is also possible to provide constricted concentric holes so that holes can be formed by cutting with a kerf or constriction of a corresponding size even when the diameter of the propulsion pipe is different.
[0054]
The pipe penetrable portion may be formed in the continuous kerf 33 as described above, but the kerf 33 may be formed intermittently. Alternatively, as shown in FIG. 5B, it may be formed by a perforated slit 31a that can be cut off.
[0055]
Thus, the provision of the plurality of kerfs 33 and the plurality of ring-shaped constrictions is not limited to the one composed of one seal rubber plate 30, and also in the case of the two seal rubber plates 30 a and 30 b described above. Applicable.
[0056]
In the above embodiment, the shape of the wellhead water stop A is formed in a circular shape that matches the round tube that is normally used, but if necessary, the shape is adapted to the other pipe shape such as a square tube. It doesn't matter.
[0057]
In the present invention, a small hole for the propulsion destination conduit is formed in advance in the seal rubber plate, but it is also possible to have a structure in which a cut groove that can be cut off at any time is provided without opening the small hole from the beginning. .
[0058]
As mentioned above, the invention made by the present inventor has been specifically described based on the embodiments of the invention. However, the present invention is not limited to the above-described embodiments, and various modifications can be made without departing from the scope of the invention. Needless to say, there is.
[0059]
【The invention's effect】
Of the inventions disclosed in the present application, effects obtained by typical ones will be briefly described as follows.
[0060]
(1). In the wellhead water stop of the present invention, the outer and inner flanges and the seal rubber plate protrude from the outer periphery of the manhole tube, but the protruding thickness is small, so there is no friction with the surrounding ground. Manhole pipes can be laid without interfering with the device for excavating earth and sand, and piping can be laid from the side of the set manhole pipe by propulsion while preventing inflow of earth and sand into the manhole pipe .
[0061]
(2). In the present invention, since the wellhead water stop can be buried as it is, it is possible to reduce the man-hours associated with the removal of the conventional wellhead water stop and to ensure the inflow of earth and sand into the shaft. Can be prevented.
[0062]
(3) Since the holding cylinder is provided on the inner side of the inner flange, the water stopper can be easily temporarily fixed at the wellhole of the manhole pipe. In addition, since the inner end of the holding cylinder is closed with a ceiling plate, even if the seal rubber plate is initially perforated, the ceiling plate of the holding cylinder is closed on the inside, so earth and sand and water can enter the manhole pipe. Never enter.
[0063]
(4). Since the inversion prevention part is provided on the inner flange of the waterstopper, it is possible to prevent the sealing rubber plate configured to have a curved surface along the outer peripheral surface of the manhole tube from being inverted inward by external pressure, The seal rubber plate can be brought into contact with the outer periphery of the propulsion destination conduit or the propulsion pipe with a good sealing property.
[0064]
(5) The inversion prevention part is extended radially inward of the inner flange, but since the inversion prevention part is provided with a slit, the propulsion pipe is propelled and the water stop of the arrival side manhole pipe Even when the center of the anti-reversal part is reached, the metal plate piece between the slits of the inversion preventing part is bent and passes through the pipe, so that the wellhead water stop is not damaged.
[Brief description of the drawings]
FIG. 1 is a perspective view of a wellhead water stop according to the present invention separated from a manhole tube.
FIG. 2 is a perspective view of the wellhead water stop as seen from the back.
FIG. 3 is a cross-sectional view of a state in which a wellhead water stop is attached to a wellhole of a manhole pipe.
FIG. 4 is a rear view (a) of the wellhead water stop and a cross-sectional view taken along the line AA of FIG.
FIG. 5 is a perspective view (a) showing a wellhead water stop according to another embodiment of the present invention, and a configuration of a pipe penetrable portion provided on a seal rubber plate in the water stop according to still another embodiment. It is a front view (b).
FIG. 6 is an explanatory diagram of a sinking method to which a wellhead water stop is applied.
FIG. 7 is a front view (a) and a cross-sectional view (b) showing a conventional wellhead water stop.
[Explanation of symbols]
10 Manhole tube
20 wellhead
30a Outer seal rubber plate
30b inner seal rubber plate
31 small hole
32 holes
40a Outer flange
40b Inner flange
45 Inversion prevention part

Claims (5)

沈設したマンホール管側面から推進先導管および推進配管を推進施工するためにマンホール管側面に形成された貫通配管施工用坑口に装着するようにした止水器であって、
前記マンホール管の外周曲面に対応した曲面を有し、前記坑口の周縁部の外面に取付けられるリング形の剛体製の内フランジと、
前記内フランジの外面に配置され、前記坑口を貫通する前記推進先導管および前記推進配管をシールするシール部材と、
前記シール部材の外周部に配置され、前記内フランジとの間で前記シール部材を挟み付ける外フランジと、
前記内フランジに設けられ、前記坑口内に挿入されるとともに内側端部が天井板により閉じられた保持筒と、
前記マンホール管の坑口の内径よりも半径方向内側にまで延長して前記内フランジに設けられた剛体製の反転防止部とを有し、
前記反転防止部により前記シール部材が前記マンホール管内に反転しないようにしたことを特徴とするマンホール管側面坑口用の坑口止水器。
A water stop that is attached to a through-hole construction borehole formed on the side of the manhole pipe in order to propel and construct the propulsion destination conduit and the propulsion pipe from the side of the manhole pipe that has been set up,
A ring-shaped rigid inner flange that has a curved surface corresponding to the outer circumferential curved surface of the manhole tube and is attached to the outer surface of the peripheral edge of the wellhead;
A seal member disposed on an outer surface of the inner flange and sealing the propulsion destination conduit penetrating the wellhead and the propulsion pipe;
An outer flange disposed on the outer periphery of the seal member, and sandwiching the seal member with the inner flange;
A holding cylinder provided on the inner flange, inserted into the wellhead and whose inner end is closed by a ceiling plate;
A rigid anti-inversion portion provided on the inner flange extending radially inward from the inner diameter of the wellhole of the manhole tube,
A wellhead water stop for a manhole pipe side wellhead, wherein the reversal prevention portion prevents the seal member from reversing into the manhole pipe.
内フランジの内周縁から半径方向内側に延長して形成された反転防止部に、放射状のスリットが設けられて、前記推進配管が芯ずれして前記反転防止部に当たるとスリット間の金属板片が曲げられることを特徴とする請求項1に記載のマンホール管側面坑口用の坑口止水器。A radial slit is provided in the inversion prevention part formed to extend radially inward from the inner peripheral edge of the inner flange, and when the propulsion pipe is misaligned and hits the inversion prevention part, the metal plate piece between the slits The wellhead water stop for a manhole pipe side wellhead according to claim 1, which is bent. シール部材は、推進先導管用の小孔と、推進配管用の配管貫通可能部分とが設けられたシールゴム板であることを特徴とする請求項1又は2に記載のマンホール管側面坑口用の坑口止水器。3. The wellhead for a manhole pipe side wellhead according to claim 1 or 2, wherein the seal member is a seal rubber plate provided with a small hole for a propulsion destination conduit and a pipe penetrable portion for the propulsion pipe. Water container. シール部材は外側に配置されて推進先導管用の小孔が設けられる外シールゴム板と、内側に配置されて推進配管用の配管貫通可能部分とが設けられる内シールゴム板とで構成されていることを特徴とする請求項1又は2に記載のマンホール管側面坑口用の坑口止水器。The seal member is composed of an outer seal rubber plate disposed on the outer side and provided with a small hole for the propulsion destination conduit, and an inner seal rubber plate disposed on the inner side and provided with a pipe penetrable portion for the propulsion pipe. The wellhead water stop for a manhole pipe side wellhead according to claim 1 or 2, characterized by the above-mentioned. 推進配管用の配管貫通可能部分は、孔又は孔状に切り取り可能に構成されていることを特徴とする請求項3又は4に記載のマンホール管側面坑口用の坑口止水器。5. The wellhead water stop for a manhole pipe side wellhead according to claim 3 or 4, wherein the pipe penetrable portion for the propulsion pipe is configured to be cut into a hole or a hole shape.
JP02367097A 1997-02-06 1997-02-06 Wellhead water stop for manhole pipe side wellhead Expired - Fee Related JP3762017B2 (en)

Priority Applications (1)

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KR100603514B1 (en) 2005-02-02 2006-07-25 청호산업 주식회사 Connctor for branch pipe with manhole
JP2009243079A (en) * 2008-03-29 2009-10-22 Shinmei Sangyo:Kk Water stop machine of manhole
KR101201049B1 (en) * 2010-03-12 2012-11-14 주식회사 가야 power transmission manhole
CN110820903A (en) * 2019-10-25 2020-02-21 九牧厨卫股份有限公司 Floor drain with low head loss
JP6997472B2 (en) * 2020-03-24 2022-02-04 株式会社第一基礎 Fitting device
RU203325U1 (en) * 2021-02-05 2021-03-31 Дмитрий Игоревич Власов INSPECTION PORT

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