JP2004308360A - Method for carrying long hollow pipe into adit tunnel and method for laying pipe in adit tunnel by use of this method - Google Patents

Method for carrying long hollow pipe into adit tunnel and method for laying pipe in adit tunnel by use of this method Download PDF

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JP2004308360A
JP2004308360A JP2003106434A JP2003106434A JP2004308360A JP 2004308360 A JP2004308360 A JP 2004308360A JP 2003106434 A JP2003106434 A JP 2003106434A JP 2003106434 A JP2003106434 A JP 2003106434A JP 2004308360 A JP2004308360 A JP 2004308360A
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tunnel
pipe
shaft
long hollow
horizontal
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JP4136762B2 (en
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Naoyuki Hamada
直行 濱田
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NAKATANI SEKIYU KK
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NAKATANI SEKIYU KK
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a method for carrying a long hollow pipe into an adit tunnel and a method for laying a pipe in the adit tunnel by a crane increasing safety while reducing work man-hour and achieving efficiency more than conventional methods. <P>SOLUTION: In this method for carrying the long hollow pipe into the adit tunnel, a guide wire 2 is stretched in the vertical direction on a wall face on an advance rigid pit A side opposing to an opening part of the adit tunnel B, a pulling-in carrier 4 movable into the adit tunnel B from the vicinity of a lower end of the guide wire 2 is arranged, the long hollow pipe 5 is vertically lowered into an advance rigid pit A while a suspension wire CR1 is connected with the long hollow pipe 5 fixing a lower part pipe suspension device 51 temporarily on one end side and fixing an upper part pipe suspension device 52 temporarily on the other end side, and then the pulling-in carrier 4 is moved into the adit tunnel B while the lower part pipe suspension device 51 is connected with the pulling-in carrier 4 to lay the long hollow pipe 5 horizontally. <P>COPYRIGHT: (C)2005,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、竪坑下部に連続する横坑トンネル内に気体や液体物を搬送するためのパイプラインや電線ケーブルの保護管等(以下「中空管」という。)を配管敷設するための工法に関するもので、とくに竪坑の長さが深く横坑トンネルが長大である場合に、長尺中空管を横坑トンネル内へ安全に搬入する方法と、該搬入方法を用いた効率がよく低コストなトンネル内配管敷設方法に関するものである。
【0002】
【従来の技術】
従来、例えば共同溝のように、略垂直な竪坑の下部(底部付近)から略水平方向に連続する横坑トンネル内に中空管を配管敷設する場合には、竪坑の直径より短い中空管を竪坑底部に水平に降下させ、次いで各中空管を横坑トンネル内所定位置にまで搬送し、順次溶接連結していく方法が一般的であった。ところが、このように敷設した完成配管の最先端へ常に新しい中空管を搬送し逐次溶接連結して延長していく方法では、溶接作業現場も横坑トンネル奥部へと順次移動しなければならないので、横坑トンネルが長大になった場合には配管敷設作業の効率が低下するという問題があった。
【0003】
そこで、特許第2754281号(特許文献1)では、発進竪坑から続く横坑トンネルの一部に長尺管製作スペースを設けて、該長尺管製作スペース内に設置した芯出し仮組み装置や溶接装置、検査装置、排煙設備を用いることにより、発進竪坑から降下搬入された中空管を複数本溶接連結して長尺の中空管(未完成配管)とした後、搬送装置により横坑トンネル内を移動させ、先行配管した長尺管(完成配管)に接続することを反復して行うトンネル内配管工法が提案されている。
【0004】
【特許文献1】
特許第2754281号公報(第1−2頁、第1−2図)
【0005】
【発明が解決しようとする課題】
前記トンネル内配管工法によれば、発進竪坑に接続された横坑トンネルの基端部分を長尺管の製作を行う作業スペースとし、発進竪坑から降下搬入される中空管を順次長尺化して配管敷設するので、長尺管製作スペース部分に集約して溶接ヒュームの排除を効率よく行うことができ、作業環境を悪化させることがなく高能率に溶接配管作業を行うことができる利点があるが、竪坑から搬入される中空管は従来と同様に竪坑の最大直径(水平断面最大長さ)以下の長さのものであり、これを水平状態で降下搬入していたので、必然的に溶接作業回数を減らすことはできなかった。
【0006】
溶接作業回数を削減するためには、可能なかぎり長尺な中空管を用いればよいということになるが、竪坑の最大直径を大きくすることはかえって工事全体のコスト高を招来してしまう欠点があったし、長尺な中空管を竪坑内に落とし込むように垂直状態で降下搬入させるとすれば、竪坑底部において中空管を水平状態にして横坑トンネル内に送入するために再度玉掛け作業が必要となり、煩雑である。
【0007】
また、前記トンネル内配管工法では、溶接連結された中空管(完成配管)は、発進竪坑側に位置する後端部をバッテリー駆動による搬送装置で押すか、又は到達竪坑側に位置する前端部を牽引することが提案されているが、後端部側には順次新たな中空管が降下搬入されてくるので作業スペースが不足しがちであるし、前端部側を牽引するとなると搬送装置と中空管搬入作業や溶接連結作業など他の作業との連携が困難となり、ひいては作業の安全性を損なう欠点がある。
【0008】
本発明は、こうした従来の中空管搬入作業や配管敷設作業の困難性に鑑み、より一層の作業工数の削減と効率化を図りながら、安全性を高めた長尺中空管の横坑トンネル内搬入方法や横坑トンネル内における配管敷設方法の提供を課題とするものである。
【0009】
【課題を解決するための手段】
前記所期の課題解決を図るため、本発明に係る長尺中空管の横坑トンネル内搬入方法では、横坑トンネル開口部と対向する発進竪坑側壁面にガイドワイヤを垂直方向に張設する一方、該ガイドワイヤ下端付近から横坑トンネル内へ移動可能な引込台車を配設しておき、長尺中空管の両端に上部配管吊具と下部配管吊具をそれぞれ仮固定し、これら配管吊具に吊下ワイヤを連結した状態で長尺中空管を発進竪坑内へと垂直降下させ、上部配管吊具をガイドワイヤに連結した後さらに長尺中空管を降下させて、下部配管吊具を前記引込台車に連結した状態で横坑トンネル内へと移動させることにより長尺中空管を水平に載置することとした。発進竪坑内へ垂直に立てらせた状態で吊下搬入することで、発進竪坑の最大直径に拘束されない、より長尺な中空管の採用を可能としつつ、ガイドワイヤに沿って降下させた後に引込台車によって水平方向への方向転換の容易化を実現したのである。
【0010】
引込台車は、竪坑底部から横坑トンネル内に至るよう敷設した仮設軌道上に配設するのが望ましく、該仮設軌道上を手動または電動等により移動させるよう構成される。長尺中空管を安定した状態で降下させて落下事故の防止を図るために、長尺中空管にはその両端に上部配管吊具と下部配管吊具をそれぞれ仮固定しておき、吊り下げワイヤを長尺中空管の外側に沿わせるか、あるいは長尺中空管の内側に挿通させるようにして、上部配管吊具と下部配管吊具に連結する。一方、ガイドワイヤと上部配管吊具との連結は、スナップフック等により遊嵌させるとよい。
【0011】
以上のようにして横坑トンネル入口付近に降下搬入された長尺中空管を横坑トンネル内に順次効率的に配管敷設するために、本発明に係る横坑トンネル内配管敷設方法では、横坑トンネル内において所定間隔で複数箇所に設けた架構にガイドローラを仮設し、横坑トンネル内の途中に設置した仮設配管送出固定架台を折り返し点として発進竪坑寄りに設けた仮設ウインチよりウインチワイヤを張設しておき、発進竪坑より搬入された長尺中空管を複数本溶接連結した後に溶接作業場より到達竪坑側に移動させて仮置きする第1工程と、仮置きされた未完成配管を架構の所定位置にあるガイドローラ上に設置して既に溶接連結作業が完了している完成配管の最後端に当接させ溶接連結した後、前記ウインチワイヤを用いて完成配管を到達竪坑に向けて送出する第2工程とを並行して行うこととした。
【0012】
横坑トンネル内に設けられる架構は、複数本の配管を振り分けて棚状に保持するものであり、敷設配管に撓み等が生じないように、所定間隔で複数箇所に配設される。この架構における各中空管配設位置にガイドローラを仮設しておくことで、既に溶接連結作業が完了している完成配管や該完成配管の最後端に溶接連結される新たな未完成配管を到達竪坑方向へ送出する作業が容易となる。送出される各完成配管の最先端部には、次に到達する架構のガイドローラ上に対して円滑に載置されるように、円錐形等の先鋭なキャップを仮被着しておくとよい。
【0013】
前記ウインチワイヤは、横坑トンネル内の途中に配設された仮設配管送出固定架台を折り返し点として、狭い横坑トンネル内を避けて幾分スペース的余裕のある発進竪坑寄りに配設された仮設ウインチにより巻き取り操作が行われる。仮設配管送出固定架台の配設位置は、横坑トンネル入口より到達竪坑に向かって順に設けられた、複数本の長尺中空管を予め連結する溶接作業場と、溶接連結された未完成配管の仮置き場と、完成配管の最後尾に新たな未完成配管を溶接する連結作業場を越えて、さらに横坑トンネル内を到達竪坑方向に奥に入った完成配管部分に設定される。例えば、仮置き場から移送された未完成配管の前端に対してウインチワイヤを連結し、当該未完成配管の最前端を既に架構の所定位置に配設された完成配管の最後尾に対して当接させ、完成配管のより前方側(到達竪坑寄り)に配設した仮設配管送出固定架台を折り返し点として発進竪坑底部に設けた仮設ウインチまで張設したウインチワイヤを巻き取ることにより、次に溶接連結作業を行う未完成配管とともに完成配管を順次送出していくことができる。
【0014】
【発明の実施の形態】
以下、図面に基づいて本発明を詳細に説明する。図1は竪坑から横坑トンネルに至る部分の概略断面図であり、竪坑内に長尺中空管を降下搬入している状態を示している。図2及び図3は、図1における竪坑底部に配設された引込台車付近を拡大した概略斜視図である。これらの図は、地表面から垂直に掘削形成された発進竪坑Aの下部に対して横坑トンネルBが水平方向に接続された海底トンネル工事を概観するものであり、発進竪坑Aは深さ約35mで直径約12m程度であり、長さ数百mの横坑トンネルBを抜けると発進竪坑と同様な到達竪坑(図示されていない)が構築されている例を想定したものである。本発明に係る長尺中空管の横坑トンネル内搬入方法は、こうした例に代表される横坑トンネルB内に複数ラインの配管敷設工事を行うに際して、横坑トンネルB内にできるだけ長尺な中空管5を安全に搬入することを可能とするものであって、2本の竪坑の双方から同時並行的に敷設工事を行う場合には、両方の竪坑が発進竪坑となるわけである。
【0015】
図1に示されるように、発進竪坑Aの地表面開口部A2には上部仮設ステージ1が延設されている一方、横坑トンネルBの開口部より一段低く構築された発進竪坑Aの底部A1には下部仮設ステージ3が設置されており、これら上下仮設ステージ間1,3において、横坑トンネルBの開口部と対向する発進竪坑側壁面A3に沿うように、一定間隔で離隔した状態で垂直方向平行にガイドワイヤ2が張設されている。なお、上部仮設ステージ1は、発進竪坑Aの中心寄りの位置に地表面より高い柵が形成され、転落防止柵として機能するよう工夫されており、この上部仮設ステージ1が設けられない発進竪坑A開口部A2の周囲には別途転落防止柵A22が配設されている。
【0016】
前記ガイドワイヤ2の下端付近には、横坑トンネルB内へと移動可能な引込台車4が配設されている。本例の引込台車4は、図2及び図3に示されるように、ガイドワイヤ2の下端付近から横坑トンネルB内へと敷設された2本の平行な仮設軌道41に沿って手動でスライド移動するものであるが、バッテリー等の動力源を備えた駆動台車としてもよい。引込台車の上面には2本の支持柱42, 42が立設されており、これら支持柱42, 42間に掛け渡された回動軸43に対して連結部材44が軸支されている。
【0017】
図1に戻って、発進竪坑A内へは、クレーンCRによって長尺中空管5を吊り下げ降下させることになる。吊り下げ降下に際しては、長尺中空管5の一端側に下部配管吊具51が被着される一方、同長尺中空管5の他端側に上部配管吊具52が被着される。これら下部配管吊具51と上部配管吊具52は、固定ボルト521等を用いて長尺中空管5に仮固定されるのであるが、本例ではクレーンCRからの吊下ワイヤCR1が上部配管吊具52に穿設された透孔522から長尺中空管5内に挿通され、かつ、当該吊下ワイヤCR1の先端が下部配管吊具51に連結固定されているので、クレーンCRにより吊り下げた際にも長尺中空管5は垂直状態を維持することになる。吊下ワイヤCR1の先端と下部配管吊具51との連結固定は、後の取り外しの便宜等のため、吊下ワイヤCR1先端の環状部に対してピンを挿通する方法が好適である。
【0018】
さらに長尺中空管5の吊り下げ降下作業を安定的に行うため、上部配管吊具52とガイドワイヤ2は、スナップフック523等を用いて連結される。スナップフック523がガイドワイヤ2に遊嵌されているために、上部配管吊具52、つまり長尺中空管5の上端部がガイドワイヤ2から離隔することなく、ガイドワイヤ2に沿って長尺中空管5が安定的に垂直降下することになるわけである。
【0019】
クレーンCRによって1本づつ吊り下げ降下された長尺中空管5が発進竪坑Aの底部A1(本例では下部仮設ステージ3)に到達すると、下部配管吊具51より延設された連結部511を引込台車4における連結部材44と連結する(図2参照)。両者の連結後は引き続き長尺中空管5を降下させ、必要により作業員が補助しながら、引込台車4を横坑トンネルB方向へと移動させる。
【0020】
図3は、図2に示される下部配管吊具51と引込台車4を連結した状態から、引込台車4を横坑トンネルB方向へと移動させていく状態を示したもので、図中破線で示したように、引込台車4が移動するにつれて長尺中空管5が5a−5b−5cと次第に倒れていく。この間も上部配管吊具52がガイドワイヤ2と連結されているので、長尺中空管5は、最終的に引込台車4の仮設軌道41, 41と平行に、すなわち水平状態に載置されることになる。引込台車4と下部配管吊具51との連結を解除し、下部配管吊具51と上部配管吊具52の双方を長尺中空管5から取り外し、長尺中空管5内から吊下ワイヤCR1を抜き去ると、長尺中空管5の降下搬入作業は完了する。
【0021】
以上の作業によって水平状態に載置された長尺中空管5は、引込台車4の仮設軌道41, 41の両脇に平行に配置されたローラコンベア(図示されていない)や、横坑トンネルB内上面に配設されたハンガートロリによって横坑トンネルB内へと移送されることになる。ローラコンベアへ載置する転動作業やハンガートロリによる吊下作業等の便宜を図るため、長尺中空管5が水平載置される前に、図3に示されるように、引込台車4が通過した後、仮設軌道41, 41を跨ぐように適宜本数の配管受台45を掛け渡しておくとよい。この配管受台45の上面が先のローラコンベアの上面部分と同じ高さになるよう設定することで、配管受台45上に載置された長尺中空管5を極めて容易にローラコンベア上に移動させることが可能となる。
【0022】
以上のようにして横坑トンネルB内へと搬入された長尺中空管5は、横坑トンネルBの入口付近に設けられた溶接作業場において予め複数本毎に溶接連結される。図4は、横坑トンネルBの入口から溶接作業場を経て未完成配管の仮置き場に至る部分の縦断面図であり、左端の引込台車4が見られる方向が発進竪坑A側である。横坑トンネルB内には所定間隔で複数箇所に架構L1〜L9が断面方向に設けられている。図5は、各架構L1〜L9の一例を横坑トンネルB長さ方向に見た状態を示した正面図であり、円形をした横坑トンネルB断面において中央部分の通路B1を介して左右両側に多段棚状に立設されており、各棚部分に配管が敷設されることになる。
【0023】
なお、図5では各配管と棚部分との間にガイドローラGが仮設されている状態が示されている。ガイドローラGは、ローラ部分に配管の幅に合わせて左右2枚の鍔が立設された糸巻き状のものが好適に用いられ、略C字形をしたクリップによって架構L1〜L9の各棚部に締結固定する等して用いられる。
【0024】
さて、図4に戻って、本例の横坑トンネルBでは、各作業場所確保のために発進竪坑A側を起点として第1架構L1から第5架構L5までの5つの架構は一時的にその一部を取り外した状態になっており、第3架構L3から第5架構L5までの横坑トンネルB内天井面にハンガートロリHが仮設されている。ハンガートロリHの下方は適宜位置にターニングローラTRが配設された効率的な溶接作業場として確保されており、この溶接作業場において、発進竪坑Aから降下搬入された長尺中空管5が2本ずつ溶接連結されている状態が示されている。このように予め溶接連結される長尺中空管5の本数は、本例のように2本に限定されるものではなく、溶接作業場として確保できる長さや作業員数等によって決定すればよい。
【0025】
2本ずつ溶接連結された長尺中空管5は、未完成配管50としてハンガートロリHによって吊り下げられ、第6架構L6より到達竪坑側に位置する架構L9までを仮置き場として、各々の未完成配管50の配管敷設が予定されている棚位置に仮置きされる。このとき、各棚位置に仮置きされる未完成配管50の送出を容易にするために、各棚には先の図5に示されるようにガイドローラが仮設されることになる。
【0026】
仮置きされた未完成配管50は、順次到達竪坑方向へと送出され、溶接連結されることにより完成配管500となる。図6も横坑トンネルBの縦断面図であり、先の図5に続いて第9架構L9より後の連結作業場付近までを図示している。図6中左側の到達竪坑側には完成配管500が上下方向三段に配管敷設されており、これら完成配管500が載置された第15架構L15と第16架構L16との間に仮設配管送出固定架台7が設置されている。この仮設配管送出固定架台7を折り返し点として、発進竪坑Aにおけるガイドワイヤ2の下端付近に設けられた仮設ウインチ6(図1参照)までの間にウインチワイヤ61が張設されており、ウインチワイヤ61の先端側は前記仮設配管送出固定架台7における複数個の滑車K2, K4等を介して再び発進竪坑A側に折り返して、完成配管500の最後端付近(溶接連結直前まで未完成配管50であり、新たに完成配管500となった部分)と連結される。ウインチワイヤ61の先端と完成配管500の連結点を図6中にY点として示す。なお、図6中のX点は、完成配管500の最後端と未完成配管50との溶接箇所である(ただし、この溶接連結により未完成配管50は完成配管500の一部となっている)。
【0027】
図7は、仮設ウインチ6から仮設配管送出固定架台7を経て未完成配管50に連結されるウインチワイヤ61の配設状態を示した概略斜視図である。図示された例では、仮設ウインチ6と仮設配管送出固定架台7間のウインチワイヤ61に荷重計62が設けられているほか、計4個の滑車K1〜K4を介してウインチワイヤ61の先端が未完成配管50に対してY点で連結されている状態が示されている。未完成配管50と完成配管500はいずれも架構L14, L15, L16の棚上に仮設されたガイドローラG上に載置されており、未完成配管50の先端は完成配管500の最後端に当接した状態でX点において溶接連結されることになる。溶接連結後、仮設ウインチ6によりウインチワイヤ61を巻き取ると、未完成配管50とともに完成配管500が到達竪坑側に送出されることになる。
【0028】
以上説明した、発進竪坑Aより搬入された長尺中空管5を複数本溶接連結した未完成配管50を溶接作業場より到達竪坑側に移動させて仮置きする第1工程と、仮置きされた未完成配管50を架構Lの所定位置にあるガイドローラG上に設置して完成配管500の最後端と当接させて溶接連結した後にウインチワイヤ61を用いて到達竪坑に向けて送出する第2工程とは、並行して行うことが可能であるから、これら第1工程と第2工程の並行処理を1日の作業とすれば、作業箇所を横坑トンネル内の発進竪坑A寄りに限定して効率的に作業を進行させることができるのである。
【0029】
【発明の効果】
本発明に係る長尺中空管の横坑トンネル内搬入方法では、発進竪坑内を垂直状態に立てらせて吊り下げ降下することによって、竪坑の最大直径に拘束されることなく長尺な中空管を搬入することが可能になるため、後に横坑トンネル内で行われる溶接連結作業工数の削減ひいては工事費用の軽減を図ることができる。また、長尺中空管は、ガイドワイヤに沿って降下されるので、発進竪坑等の構造物に接触することがないし、引込台車を用いることによって吊下降下作業から連続して水平状態に方向転換することができるので、垂直状態にある長尺中空管に再度玉掛けする作業が不要となり、極めて効率的かつ安全に横坑トンネル内に移送することができる。
【0030】
そして、本発明に係る横坑トンネル内配管敷設方法では、横坑トンネル内の入口付近に溶接作業場、仮置き場、連結作業場を集中配置したので、作業能率の向上と、ユーティリティ・安全・環境設備の簡素化を図ることができる。また、溶接作業場に仮設したウインチから伸びるウインチワイヤの引っ張り方向を横坑トンネル内途中に設けた仮設配管送出固定架台で方向変換したうえで未完成配管等に連結したので、ウインチ操作による完成配管の送出作業の連絡・調整を確実かつ迅速に行うことができ、安全作業に寄与することができるほか、ウインチワイヤの全長を短く抑えることができるので、経済的である。
【0031】
さらに、架構の棚上に対してガイドローラを配設したので、完成配管等の送出時における摩擦係数が低減し、ウインチの小型化、ウインチワイヤの小径化、配管の座屈防止が図られる。
【図面の簡単な説明】
【図1】竪坑から横坑トンネルに至る部分の概略断面図である。
【図2】図1における竪坑底部に配設された引込台車付近を拡大した概略斜視図である。
【図3】図2において引込台車を横坑トンネル方向に移動させている状態を示す概略斜視図である。
【図4】横坑トンネルの入口から溶接作業場を経て未完成配管の仮置き場に至る部分の縦断面図である。
【図5】各架構の一例を横坑トンネルの長さ方向に見た状態を示した正面図である。
【図6】図5に続く第9架構より後の連結作業場付近までを図示した横坑トンネルBの縦断面図である。
【図7】仮設ウインチから仮設配管送出固定架台を経て新たに完成配管となった部分に連結されるウインチワイヤの配設状態を示した概略斜視図である。
【符号の説明】
A 発進竪坑
B 横坑トンネル
CR1 吊下ワイヤ
1 上部仮設ステージ
2 ガイドワイヤ
3 下部仮設ステージ
4 引込台車
5 長尺中空管
6 仮設ウインチ
7 仮設配管送出固定架台
51 下部配管吊具
52 上部配管吊具
[0001]
TECHNICAL FIELD OF THE INVENTION
TECHNICAL FIELD The present invention relates to a method for laying a pipeline for transporting a gas or a liquid substance or a protection pipe for an electric cable (hereinafter, referred to as a “hollow pipe”) in a horizontal shaft tunnel continuous with a lower part of a shaft. In particular, when the shaft is deep and the horizontal tunnel is long, a method for safely loading a long hollow tube into the horizontal tunnel, and an efficient and low-cost method using the loading method. The present invention relates to a method for laying pipes in a tunnel.
[0002]
[Prior art]
2. Description of the Related Art Conventionally, when a hollow pipe is laid in a horizontal shaft tunnel substantially horizontally continuous from a lower part (near a bottom) of a substantially vertical shaft such as a common trench, a hollow tube shorter than the diameter of the shaft is used. Is generally horizontally lowered to the bottom of a shaft, and then each hollow tube is transported to a predetermined position in a horizontal shaft tunnel, and is sequentially connected by welding. However, in the method in which a new hollow pipe is always transported to the forefront of the completed pipe laid in this way, and is sequentially connected by welding and extended, the welding work site must also move sequentially to the back of the horizontal shaft tunnel. Therefore, when the horizontal tunnel becomes long, there is a problem in that the efficiency of the pipe laying operation is reduced.
[0003]
Therefore, in Japanese Patent No. 2754281 (Patent Document 1), a long tube manufacturing space is provided in a part of a horizontal shaft tunnel following a starting shaft, and a centering temporary assembling device and a welding machine installed in the long tube manufacturing space are provided. By using equipment, inspection equipment, and smoke exhaust equipment, a plurality of hollow pipes brought down from the starting shaft were welded and connected to form a long hollow pipe (unfinished pipe), and then the horizontal shaft was transferred by the transfer device. There has been proposed a piping method in a tunnel in which the inside of a tunnel is repeatedly moved and connected to a long pipe (completed pipe) that has been previously piped.
[0004]
[Patent Document 1]
Japanese Patent No. 2754281 (page 1-2, FIG. 1-2)
[0005]
[Problems to be solved by the invention]
According to the piping method in the tunnel, the base end portion of the horizontal shaft tunnel connected to the starting shaft is used as a work space for manufacturing a long tube, and the hollow tubes descending from the starting shaft are sequentially elongated. Since pipes are laid, there is the advantage that welding fumes can be removed efficiently by consolidating in the long pipe production space area, and welding pipe work can be performed efficiently without deteriorating the work environment. The hollow pipe carried in from the pit has a length less than the maximum diameter of the pit (maximum horizontal cross section length) as before, and it was carried down in a horizontal state. The number of work could not be reduced.
[0006]
In order to reduce the number of welding operations, it is necessary to use a hollow pipe as long as possible.However, increasing the maximum diameter of the pit rather increases the cost of the entire construction. However, if the long hollow tube is to be dropped and carried vertically so as to be dropped into the shaft, if the hollow tube is horizontal at the bottom of the shaft and sent into the horizontal shaft tunnel again, Slinging work is required, which is complicated.
[0007]
Also, in the above-mentioned tunnel piping method, the welded hollow pipe (completed pipe) pushes the rear end located on the starting shaft side with a battery-driven transport device, or the front end located on the reaching shaft side. It is proposed to tow, but the work space tends to be insufficient because new hollow pipes are successively dropped in at the rear end side, and when towing the front end side, it is necessary to Cooperation with other operations such as a hollow tube loading operation and a welding connection operation becomes difficult, and there is a disadvantage that the safety of the operation is impaired.
[0008]
The present invention has been made in consideration of the difficulties of the conventional hollow pipe loading work and pipe laying work, and is intended to further reduce the number of man-hours and increase efficiency while improving the safety of a long hollow pipe horizontal tunnel. It is an object of the present invention to provide an internal loading method and a pipe laying method in a horizontal tunnel.
[0009]
[Means for Solving the Problems]
In order to solve the above-mentioned problem, in the method for carrying a long hollow tube into a horizontal shaft tunnel according to the present invention, a guide wire is stretched in a vertical direction on a side wall surface of a starting shaft facing a horizontal tunnel opening. On the other hand, a draw-in truck that can move from the vicinity of the lower end of the guide wire into the horizontal tunnel is provided, and upper and lower pipe suspenders are temporarily fixed to both ends of the long hollow pipe, respectively. With the hanging wire connected to the hanging tool, the long hollow tube is vertically lowered into the launch shaft, the upper pipe hanging tool is connected to the guide wire, and then the long hollow tube is further lowered to lower piping. The long hollow tube was placed horizontally by moving the hanging tool into the horizontal tunnel while being connected to the pulling cart. It was lowered along the guide wire while allowing it to adopt a longer hollow tube that was not constrained by the maximum diameter of the launch shaft by being suspended vertically into the launch shaft. Later, the pulling-in trolley made it easy to change direction in the horizontal direction.
[0010]
It is desirable that the drop-in truck is disposed on a temporary track laid from the bottom of the shaft to the inside of the horizontal tunnel, and is configured to be moved manually or electrically on the temporary track. In order to prevent falling accidents by lowering the long hollow tube in a stable state, temporarily suspend the upper and lower piping hanging members at both ends of the long hollow tube, and suspend them. The down wire is connected to the upper pipe hanger and the lower pipe hanger such that the down wire extends along the outside of the long hollow tube or is inserted through the inside of the long hollow tube. On the other hand, the connection between the guide wire and the upper pipe hanging tool may be loosely fitted with a snap hook or the like.
[0011]
In order to efficiently and sequentially lay the long hollow pipes carried down near the entrance of the horizontal tunnel in the horizontal tunnel as described above, the horizontal pipe tunnel laying method according to the present invention employs a horizontal horizontal pipe. A guide roller is temporarily provided on a frame provided at a plurality of locations at predetermined intervals in the tunnel, and a winch wire is provided from a temporary winch provided near the starting shaft as a turning point of the temporary pipe delivery fixed mount provided in the middle of the horizontal tunnel. A first step of connecting a plurality of long hollow pipes brought in from the starting pit, welding them, and then moving them to the pit side from the welding work place and temporarily placing them, and temporarily placing the unfinished pipes After being installed on the guide roller at a predetermined position of the frame and abutting against the last end of the completed pipe that has already been welded and connected and welded and connected, the completed pipe is connected to the reaching shaft using the winch wire. Only the second step of delivered was be performed in parallel.
[0012]
The frame provided in the horizontal tunnel is for distributing a plurality of pipes and holding them in a shelf shape, and is disposed at a plurality of locations at predetermined intervals so that the laid pipes do not bend. By temporarily arranging guide rollers at the positions where the hollow pipes are provided in this frame, completed pipes that have already been welded and connected or new unfinished pipes that are welded and connected to the last end of the completed pipes can be obtained. The work of sending in the direction of the reaching pit becomes easy. A sharp cap such as a conical shape may be temporarily attached to the foremost portion of each completed pipe to be sent out so as to be smoothly placed on the guide roller of the frame that reaches the next. .
[0013]
The winch wire is a temporary pipe disposed near the starting shaft with some space available by avoiding the narrow horizontal tunnel, with the temporary pipe delivery fixed mount provided in the middle of the horizontal tunnel as a turning point. A winding operation is performed by the winch. The location of the temporary pipe delivery fixed frame is located in the order from the entrance of the horizontal shaft tunnel to the reaching shaft, the welding work place for connecting a plurality of long hollow pipes in advance, and the welding connection of unfinished pipes. After the temporary storage site and the connection work site where a new unfinished pipe is welded to the end of the completed pipe, it is set in the completed pipe part that goes further in the shaft direction to the inside of the horizontal tunnel. For example, a winch wire is connected to the front end of the unfinished pipe transferred from the temporary storage site, and the front end of the unfinished pipe abuts on the tail end of the completed pipe already arranged at a predetermined position in the frame. By winding the winch wire stretched to the temporary winch provided at the bottom of the starting shaft at the turning point of the temporary piping delivery fixed base provided on the front side of the completed piping (close to the reaching shaft), and then welded. The completed pipes can be sequentially sent out together with the unfinished pipes for performing the work.
[0014]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, the present invention will be described in detail with reference to the drawings. FIG. 1 is a schematic cross-sectional view of a portion from a shaft to a shaft tunnel, and shows a state in which a long hollow tube is being carried down into the shaft. FIG. 2 and FIG. 3 are schematic perspective views in which the vicinity of a drop truck provided at the bottom of the shaft in FIG. 1 is enlarged. These figures provide an overview of the undersea tunnel construction in which the horizontal tunnel B is connected horizontally to the lower part of the start shaft A excavated vertically from the ground surface, and the start shaft A has a depth of approximately It is assumed that an arrival shaft (not shown) similar to the starting shaft is constructed after passing through a horizontal shaft tunnel B having a diameter of about 12 m and a length of several hundreds of meters and having a length of 35 m. The method for carrying a long hollow pipe into a horizontal shaft tunnel according to the present invention is as long as possible in the horizontal shaft tunnel B when laying pipes of a plurality of lines in the horizontal shaft tunnel B represented by such an example. When it is possible to carry the hollow pipe 5 safely, and when laying work is to be carried out simultaneously from both of the two shafts, both shafts will be the starting shafts.
[0015]
As shown in FIG. 1, an upper temporary stage 1 is extended at the ground surface opening A2 of the starting shaft A, while the bottom A1 of the starting shaft A constructed one step lower than the opening of the horizontal shaft tunnel B is provided. A lower temporary stage 3 is installed in the upper and lower temporary stages 1 and 3. The lower temporary stage 3 is vertically spaced apart from the upper and lower temporary stages at regular intervals along the starting shaft wall A3 facing the opening of the horizontal shaft tunnel B. A guide wire 2 is stretched parallel to the direction. The upper temporary stage 1 is provided with a fence higher than the ground surface at a position near the center of the starting shaft A, and is devised to function as a fall prevention fence. The starting shaft A where the upper temporary stage 1 is not provided is provided. A fall prevention fence A22 is separately provided around the opening A2.
[0016]
In the vicinity of the lower end of the guide wire 2, there is provided a pull-in truck 4 which can be moved into the horizontal tunnel T. As shown in FIGS. 2 and 3, the drop truck 4 of this embodiment slides manually along two parallel temporary tracks 41 laid from near the lower end of the guidewire 2 into the horizontal tunnel T. Although it moves, a drive truck equipped with a power source such as a battery may be used. Two support columns 42, 42 are erected on the upper surface of the draw-in trolley, and a connecting member 44 is supported by a rotation shaft 43 spanned between the support columns 42, 42.
[0017]
Returning to FIG. 1, the long hollow pipe 5 is suspended and lowered into the starting shaft A by the crane CR. At the time of hanging down, the lower pipe hanging tool 51 is attached to one end of the long hollow pipe 5, and the upper pipe hanging tool 52 is attached to the other end of the long hollow pipe 5. . The lower pipe hanger 51 and the upper pipe hanger 52 are temporarily fixed to the long hollow pipe 5 using fixing bolts 521 or the like. In this example, the hanging wire CR1 from the crane CR is connected to the upper pipe hanger. Since the tip of the suspension wire CR1 is inserted through the through-hole 522 formed in the suspension tool 52 and is fixedly connected to the lower pipe suspension tool 51, it is suspended by the crane CR. Even when lowered, the long hollow tube 5 maintains the vertical state. For the connection and fixing of the tip of the hanging wire CR1 and the lower pipe hanging tool 51, a method of inserting a pin into the annular portion of the tip of the hanging wire CR1 is preferable for convenience of removal later.
[0018]
Further, in order to stably drop the long hollow tube 5, the upper pipe hanging tool 52 and the guide wire 2 are connected using a snap hook 523 or the like. Since the snap hook 523 is loosely fitted on the guide wire 2, the upper pipe hanging member 52, that is, the upper end of the long hollow tube 5 is elongated along the guide wire 2 without being separated from the guide wire 2. That is, the hollow tube 5 stably descends vertically.
[0019]
When the long hollow tubes 5 suspended and lowered one by one by the crane CR reach the bottom portion A1 (the lower temporary stage 3 in this example) of the starting shaft A, the connecting portion 511 extended from the lower pipe hanging tool 51. Is connected to the connecting member 44 of the pull-in truck 4 (see FIG. 2). After the connection of the two, the long hollow tube 5 is continuously lowered, and the pulling trolley 4 is moved in the direction of the horizontal tunnel B with the assistance of an operator if necessary.
[0020]
FIG. 3 shows a state in which the drop truck 4 is moved in the direction of the horizontal tunnel T from the state in which the lower pipe hanging tool 51 and the drop truck 4 shown in FIG. 2 are connected. As shown, the long hollow tube 5 gradually falls down to 5a-5b-5c as the pulling cart 4 moves. Also during this time, since the upper pipe hanging tool 52 is connected to the guide wire 2, the long hollow tube 5 is finally placed in parallel with the temporary tracks 41, 41 of the pull-in truck 4, that is, placed horizontally. Will be. The connection between the pulling trolley 4 and the lower pipe hanging tool 51 is released, and both the lower pipe hanging tool 51 and the upper pipe hanging tool 52 are removed from the long hollow pipe 5, and the hanging wire is inserted from inside the long hollow pipe 5. When the CR1 is pulled out, the work of dropping in the long hollow tube 5 is completed.
[0021]
The long hollow tube 5 placed in a horizontal state by the above-described operation is a roller conveyor (not shown) arranged in parallel on both sides of the temporary tracks 41, 41 of the draw-in cart 4, a horizontal tunnel. It will be transferred into the horizontal tunnel T by the hanger trolley arranged on the upper surface in B. Before the long hollow tube 5 is placed horizontally, as shown in FIG. 3, the draw-in cart 4 is used for the convenience of the rolling operation to be placed on the roller conveyor and the hanging operation by the hanger trolley. After passing, it is preferable that a suitable number of pipe receiving stands 45 be stretched so as to straddle the temporary tracks 41, 41. By setting the upper surface of the pipe receiving stand 45 to be the same height as the upper surface portion of the roller conveyor, the long hollow tube 5 placed on the pipe receiving stand 45 can be extremely easily placed on the roller conveyor. Can be moved.
[0022]
The long hollow pipes 5 carried into the horizontal tunnel T as described above are welded and connected in advance at a welding work place provided near the entrance of the horizontal tunnel B. FIG. 4 is a vertical cross-sectional view of a portion extending from the entrance of the horizontal tunnel T to the temporary storage site of the unfinished pipe via the welding work site, and the direction in which the left-side dropping truck 4 can be seen is the starting shaft A side. In the horizontal shaft tunnel B, frames L1 to L9 are provided at a plurality of locations at predetermined intervals in a cross-sectional direction. FIG. 5 is a front view showing an example of each of the frames L1 to L9 as viewed in the length direction of the horizontal shaft tunnel B. In the cross section of the horizontal horizontal shaft tunnel B, the left and right sides thereof are connected via the central portion passage B1. Are erected in multi-stage shelves, and piping is laid on each shelf.
[0023]
FIG. 5 shows a state in which guide rollers G are temporarily provided between each pipe and the shelf. As the guide roller G, a thread-wound shape in which two right and left flanges are erected in accordance with the width of the pipe at the roller portion is preferably used, and a substantially C-shaped clip is used to attach to each shelf of the frame L1 to L9. It is used by fastening and fixing.
[0024]
Now, returning to FIG. 4, in the horizontal tunnel T of this example, five frames from the first frame L1 to the fifth frame L5 starting from the starting shaft A side for securing each work place are temporarily provided. A part is removed, and a hanger trolley H is temporarily installed on the ceiling surface in the horizontal tunnel T from the third frame L3 to the fifth frame L5. The lower part of the hanger trolley H is secured as an efficient welding work place in which a turning roller TR is disposed at an appropriate position. In this welding work place, two long hollow pipes 5 which are brought down from the starting shaft A are introduced. The state in which they are welded and connected is shown. The number of long hollow tubes 5 to be welded and connected in advance in this way is not limited to two as in this example, and may be determined according to the length, the number of workers, and the like that can be secured as a welding work place.
[0025]
The long hollow pipes 5 welded and connected two by two are suspended by a hanger trolley H as unfinished pipes 50, and a temporary storage space is provided from the sixth frame L6 to the frame L9 located on the reaching shaft side, and each unfinished pipe is used as a temporary storage space. The completed piping 50 is temporarily placed at a shelf position where the piping is to be laid. At this time, a guide roller is temporarily provided on each shelf as shown in FIG. 5 in order to facilitate the delivery of the unfinished pipe 50 temporarily placed at each shelf position.
[0026]
The temporarily placed unfinished pipe 50 is sequentially sent out toward the pit, and is welded and connected to become a completed pipe 500. FIG. 6 is also a longitudinal sectional view of the horizontal shaft tunnel B, and shows the vicinity of the connection work place after the ninth frame L9, following FIG. Completed pipes 500 are laid in three stages in the vertical direction on the reaching shaft side on the left side in FIG. 6, and a temporary pipe is sent between the fifteenth frame L15 and the sixteenth frame L16 on which these completed pipes 500 are mounted. A fixed base 7 is provided. A winch wire 61 is stretched between the temporary pipe delivery fixed base 7 and a temporary winch 6 (see FIG. 1) provided near the lower end of the guide wire 2 in the starting shaft A at the turning point. The front end side of 61 is turned back to the start shaft A side again through the plurality of pulleys K2, K4 and the like in the temporary pipe delivery fixed base 7, and near the rear end of the completed pipe 500 (in the unfinished pipe 50 until immediately before welding connection). And a portion that is newly completed pipe 500). A connection point between the end of the winch wire 61 and the completed pipe 500 is shown as a point Y in FIG. In addition, the point X in FIG. 6 is a welding portion between the last end of the completed pipe 500 and the unfinished pipe 50 (however, the unfinished pipe 50 is a part of the completed pipe 500 due to this welding connection). .
[0027]
FIG. 7 is a schematic perspective view showing an arrangement state of a winch wire 61 connected from the temporary winch 6 to the unfinished pipe 50 via the temporary pipe delivery / fixing base 7. In the illustrated example, the load meter 62 is provided on the winch wire 61 between the temporary winch 6 and the temporary pipe sending / fixing pedestal 7, and the tip of the winch wire 61 is not connected via the four pulleys K1 to K4. The state where it is connected to the completed pipe 50 at the Y point is shown. Both the unfinished pipe 50 and the completed pipe 500 are mounted on guide rollers G temporarily provided on shelves of the frames L14, L15, L16. In the contact state, welding connection is performed at the point X. When the winch wire 61 is wound up by the temporary winch 6 after the welding connection, the completed pipe 500 and the unfinished pipe 50 are sent to the reaching shaft side.
[0028]
The above-described first step of temporarily moving the unfinished pipe 50 in which a plurality of the long hollow pipes 5 carried in from the start shaft A were welded and connected to the arrival shaft side from the welding work site, and temporarily placed. The unfinished pipe 50 is placed on a guide roller G at a predetermined position of the frame L, is brought into contact with the last end of the completed pipe 500, is welded and connected, and is then sent out to the reaching shaft using the winch wire 61. Since the process can be performed in parallel, if the parallel processing of the first process and the second process is a one-day operation, the work location is limited to the starting shaft A in the horizontal shaft tunnel. Work can proceed efficiently.
[0029]
【The invention's effect】
In the method for carrying a long hollow pipe into the horizontal shaft tunnel according to the present invention, the starting shaft is vertically suspended by hanging upright in the vertical shaft, so that the hollow shaft is not restricted by the maximum diameter of the shaft, and is not restricted by the maximum diameter of the shaft. Since it becomes possible to carry empty pipes, it is possible to reduce the man-hours for welding connection work to be performed later in the horizontal tunnel, thereby reducing the construction cost. In addition, since the long hollow tube is lowered along the guide wire, it does not come into contact with a structure such as a starting shaft, and by using a pulling bogie, the horizontal direction is continuously changed from the hanging down operation to the horizontal state. Since the conversion can be performed, the operation of sling the long hollow tube in the vertical state again is unnecessary, and the transfer can be performed extremely efficiently and safely into the horizontal tunnel.
[0030]
In the method for laying pipes in the horizontal shaft tunnel according to the present invention, the welding work place, the temporary storage place, and the connection work place are centrally located near the entrance in the horizontal shaft tunnel, so that the work efficiency is improved and utility, safety and environmental facilities are improved. Simplification can be achieved. In addition, the direction of pulling of the winch wire extending from the winch temporarily installed at the welding work site was changed by a temporary piping delivery fixed stand provided in the middle of the horizontal tunnel, and then connected to unfinished piping, etc. Communication and adjustment of the delivery operation can be performed reliably and quickly, which contributes to the safety operation, and the overall length of the winch wire can be kept short, which is economical.
[0031]
Further, since the guide rollers are provided on the shelf of the frame, the coefficient of friction at the time of sending out the completed piping or the like is reduced, and the winch is reduced in size, the winch wire is reduced in diameter, and the piping is prevented from buckling.
[Brief description of the drawings]
FIG. 1 is a schematic sectional view of a portion from a shaft to a horizontal shaft tunnel.
FIG. 2 is a schematic perspective view in which the vicinity of a drop truck provided at the bottom of the shaft in FIG. 1 is enlarged.
FIG. 3 is a schematic perspective view showing a state in which a drop truck is moved in a horizontal tunnel direction in FIG.
FIG. 4 is a longitudinal sectional view of a portion from an entrance of a horizontal shaft tunnel to a temporary storage site of unfinished piping via a welding work site.
FIG. 5 is a front view showing an example of each frame as viewed in the length direction of the horizontal shaft tunnel.
FIG. 6 is a longitudinal sectional view of the horizontal shaft tunnel B showing up to the vicinity of the connection work place after the ninth frame following FIG. 5;
FIG. 7 is a schematic perspective view showing an arrangement state of a winch wire connected from a temporary winch to a newly completed pipe via a temporary pipe delivery / fixing base.
[Explanation of symbols]
A Starting shaft B Horizontal shaft tunnel CR1 Suspension wire 1 Upper temporary stage 2 Guide wire 3 Lower temporary stage 4 Drop-in trolley 5 Long hollow tube 6 Temporary winch 7 Temporary piping delivery fixed frame 51 Lower piping hanging device 52 Upper piping hanging device

Claims (2)

発進竪坑下部に接続された横坑トンネル内に長尺中空管を降下搬入する方法であって、横坑トンネル開口部と対向する発進竪坑側壁面にガイドワイヤを垂直方向に張設する一方、該ガイドワイヤ下端付近から横坑トンネル内へ移動可能な引込台車を配設しておき、長尺中空管の両端に上部配管吊具と下部配管吊具をそれぞれ仮固定し、これら配管吊具に吊下ワイヤを連結した状態で長尺中空管を発進竪坑内へと垂直降下させ、上部配管吊具をガイドワイヤに連結した後さらに長尺中空管を降下させて、下部配管吊具を前記引込台車に連結した状態で横坑トンネル内へと移動させることにより長尺中空管を水平に載置することを特徴とする長尺中空管の横坑トンネル内搬入方法。A method of descending and carrying in a long hollow pipe into a horizontal shaft tunnel connected to a lower shaft of a start shaft, while vertically extending a guide wire on a side wall surface of a horizontal shaft of the start shaft facing the opening of the horizontal shaft, A draw-in truck that can be moved from the vicinity of the lower end of the guide wire into the horizontal tunnel is provided, and upper and lower pipe suspenders are temporarily fixed to both ends of the long hollow pipe, respectively. The long hollow tube is vertically lowered into the starting shaft while the hanging wire is connected to the starting pipe, and the upper piping hanging device is connected to the guide wire, and then the long hollow tube is further lowered to the lower piping hanging device. Moving the long hollow tube horizontally into the horizontal shaft tunnel by moving the horizontal hollow tube into the horizontal shaft tunnel while being connected to the pulling cart. 横坑トンネル内において所定間隔で複数箇所に設けた架構にガイドローラを仮設し、横坑トンネル内の途中に設置した仮設配管送出固定架台を折り返し点として発進竪坑寄りに設けた仮設ウインチよりウインチワイヤを張設しておき、発進竪坑より搬入された長尺中空管を複数本溶接連結した後に溶接作業場より到達竪坑側に移動させて仮置きする第1工程と、仮置きされた未完成配管を架構の所定位置にあるガイドローラ上に設置して完成配管の最後端と当接させて溶接連結した後、前記ウインチワイヤを用いて完成配管を到達竪坑に向けて送出する第2工程とを並行して行うことを特徴とする請求項1記載の長尺中空管の横坑トンネル内搬入方法を用いた横坑トンネル内配管敷設方法。A guide roller is temporarily provided on a frame provided at a plurality of locations at predetermined intervals in the horizontal shaft tunnel, and a winch wire is provided from a temporary winch provided near the starting shaft as a turning point of the temporary pipe delivery fixed mount provided in the middle of the horizontal shaft tunnel. A first step in which a plurality of long hollow pipes carried in from the starting shaft are welded and connected, and then moved to the reaching shaft side from the welding work site and temporarily placed, and the temporarily placed unfinished pipes Is installed on a guide roller at a predetermined position of the frame, is brought into contact with the rear end of the completed pipe and welded and connected, and then the second step of sending the completed pipe toward the reaching shaft using the winch wire. The method for laying pipes in a horizontal shaft tunnel using the method for carrying long hollow tubes into a horizontal shaft tunnel according to claim 1, wherein the method is carried out in parallel.
JP2003106434A 2003-04-10 2003-04-10 Method for transporting long hollow pipe into side tunnel and method for laying piping in side tunnel using the method Expired - Lifetime JP4136762B2 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105984730A (en) * 2015-02-16 2016-10-05 中国二十冶集团有限公司 Pipe transporting method in pipe ditch unloading port
CN109854273A (en) * 2019-02-19 2019-06-07 中铁第一勘察设计院集团有限公司 The shield duct piece method for dismounting and its equipment of service channel in tunnel

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105984730A (en) * 2015-02-16 2016-10-05 中国二十冶集团有限公司 Pipe transporting method in pipe ditch unloading port
CN109854273A (en) * 2019-02-19 2019-06-07 中铁第一勘察设计院集团有限公司 The shield duct piece method for dismounting and its equipment of service channel in tunnel

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