JP3571592B2 - Buried pipe drawing device and drawing method - Google Patents

Buried pipe drawing device and drawing method Download PDF

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Publication number
JP3571592B2
JP3571592B2 JP28454999A JP28454999A JP3571592B2 JP 3571592 B2 JP3571592 B2 JP 3571592B2 JP 28454999 A JP28454999 A JP 28454999A JP 28454999 A JP28454999 A JP 28454999A JP 3571592 B2 JP3571592 B2 JP 3571592B2
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unnecessary
buried
pipe
receiving surface
buried pipe
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JP2001108148A (en
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渉 猪股
志伸 佐竹
真澄 小林
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Tokyo Gas Co Ltd
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Tokyo Gas Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、ガス管,水道管として敷設され、使用後に不要となって放置されている埋設管の引抜き撤去あるいは更新工法における既設管の撤去時などに用いられる引抜き装置及び引き抜き方法に関する。
【0002】
【従来の技術】
ガス管,水道管等の埋設配管において、家屋の建て替え等により不要となった埋設管は、これを放置しておくと種々の弊害が発生することから、その放置管を引抜いて撤去すること、また撤去跡の空洞孔内には地盤沈下等の原因とならないようにモルタル等の充填材を注入して孔埋めしておくこと、がそれぞれ定められている。また、埋設不要管を撤去する場合としては、更新工法での新たな管路敷設前の既設管路の撤去がある。
【0003】
この種の引抜き装置としては、上述の特開平3−9188号公報に記載された装置がある。
上記公報のものを含めて一般的にこの種引抜き装置には、引抜き対象の撤去管を把持するクランプ手段と、クランプ手段に把持力を付与する油圧シリンダ手段およびクランプ手段に引抜力を付与する牽引用の油圧シリンダ手段とが装備されている。
【0004】
ここで、不要埋設管の引抜きに用いられる装置および工法について説明すると次の通りである。
図6において、符号11は不要埋設管12の引抜き作業を行うための立坑を示している。
立坑11の内部には、その底面に反力受け台13Aを備えた万力13が設置される。
万力13には、不要埋設管12を引き抜く方向に牽引する駆動部材である油圧ジャッキ構造のレバーロック14が設けられており、レバーロック14に装備されているハンドル14Aを揺動させることで不要埋設管12との間に掛け止めされたチェーン15を巻き取り、不要埋設管2を牽引するようになっている。
牽引されて引き抜かれる不要埋設管12は、立抗11内に露出した一定量の長さ部分が切り落とされ、地中側に位置する不要埋設管12の端部に再度チェーン5を掛け止めして上記の作業を繰り返すことにより埋設区間の全長分が引き抜かれる。
【0005】
ここで、不要埋設管の引抜きに用いられる装置および工法について説明すると次の通りである。図6において、符号11は不要埋設管12の引抜き作業を行うための立坑を示している。立坑11の内部には、その底面に反力受け台13Aを備えた万力13が設置される。万力13には、不要埋設管12を引き抜く方向に牽引する駆動部材である油圧ジャッキ構造のレバーロック14が設けられており、レバーロック14に装備されているハンドル14Aを揺動させることで不要埋設管12との間に掛け止めされたチェーン15を巻き取り、不要埋設管2を牽引するようになっている。牽引されて引き抜かれる不要埋設管12は、立抗11内に露出した一定量の長さ部分が切り落とされ、地中側に位置する不要埋設管12の端部に再度チェーン15を掛け止めして上記の作業を繰り返すことにより埋設区間の全長分が引き抜かれる。
【0006】
【発明が解決しようとする課題】
しかし、上記構成の引抜き装置においては、次のような問題があった。図6に示した装置および工法でいうと、引抜き対象である不要埋設管12の埋設位置に対応してレバーロック14が設置される関係上、道路部や民地内に立抗1を掘削することになる。しかし、立抗11は、その底部を含めた空間内に反力受け台13およびレバーロック14のハンドル操作領域を確保するためにかなり大きな坑となる。このため、掘削作業に要する設備や時間が長大化し、作業コストの上昇を招く。また、掘削面積が大きくなると、掘削箇所の近隣に他の埋設物が位置しているような場合には、必要な掘削面積を確保できなくなる。これにより埋設管引抜き装置の据え付けが行えなくなるという虞もある。しかも、反力受け台3およびレバーロック14が比較的大型であるので、立坑1内への搬入・搬出が容易ではなく、作業者の労力負担が大きくなる。
【0007】
特に、不要埋設管を引き抜く工程と、引き抜かれた不要埋設管を所定の長さ毎に切断する工程と、切断した後に再度不要埋設管の端部を引き抜くための準備、つまり、チェーン15を掛け止めする工程とを不要埋設管の管長に亘って繰り返すことが必要となり、作業者への労力負担が大きくなるとともに、作業工数および作業時間の増大化は免れず、作業コストの上昇を招きやすい。
【0008】
本発明の目的は、上記従来の不要埋設管撤去装置における問題に鑑み、引抜き作業の際の労力負担および作業工数の低減を可能にして引抜き作業のコスト低減が行える構成を備えた埋設管引抜き装置を提供することにある。
【0009】
【課題を解決するための手段】
この目的を達成するために、請求項1記載の発明は、地中に埋設された不要管を引抜いて撤去する埋設管引抜き装置であって、上記引抜き装置は、上記埋設不要管を露出させるための立抗内壁に設置される反力板に装備され、上記埋設不要管を挟持しながら引抜き方向に移動させる挟持手段を備え、該挟持手段には、その挟持部分より引き抜き方向側に剪断刃が設けられていることを特徴とする
【0010】
請求項2記載の発明は、上記反力板には上記埋設不要管の引抜き方向に沿って往復動可能なシリンダ部材が設けられ、上記シリンダ部材には、上記埋設不要管の径方向に移動可能な上記挟持手段が設けられていることを特徴としている。
【0011】
請求項3記載の発明は、上記挟持手段は、上記埋設不要管の周面の一部を載置可能な受け面と、この受け面に対向して上記埋設不要管を押しつぶす方向に移動可能な摺動部材とを備え、
上記受け面は段差部で構成され、その段差部の壁部とこれに対向する上記摺動部材の一部とが剪断刃を構成していることを特徴としている。
【0012】
請求項5記載の発明は、上記受け面およびこれに対面する上記摺動部材は平行する勾配面で構成されていることを特徴としている。
【0013】
請求項4記載の発明は、上記受け面には、上記埋設不要管の滑り止めが設けられていることを特徴としている。
【0014】
請求項6記載の発明は、上記摺動部材は油圧シリンダにより上記埋設不要管を押しつぶす方向に駆動されることを特徴としている。また、請求項7記載の発明は、地中に埋設された不要管を引抜いて撤去する埋設管引抜き方法であって、上記埋設不要管を露出させるための立抗内壁に反力板を設置し、該反力板に装備された引抜き装置によって、上記埋設不要管を挟持しながら引抜き方向に移動させるに際して、上記立坑内に引き出された埋設不要管を挟持する過程で、その挟持に伴う剪断力によって、その挟持部分より引抜き方向側で該埋設不要管を裁断する工程と、該工程で上記埋設不要管を挟持したまま、該埋設不要管を新たに上記立坑内に向けて引き抜く工程とを有することを特徴としている。
【0015】
【作用】
請求項1又は請求項7に記載の発明では、立抗内に引き出された埋設不要管を挟持した段階で、その挟持部分より引抜き方向側が、挟持手段に設けられた切断刃によって切断されることになる。すなわち、立坑内に引き出された埋設不要管を挟持する過程で、その挟持に伴う剪断力によって、その挟持部分より引抜き方向側で埋設不要管を裁断することが可能になり、その後、その埋設不要管を挟持したまま、新たに立坑内に向けて引き抜くことが可能なる。これにより、引抜きと埋設不要管の裁断とが同時に行え、引き出された埋設不要管の切断作業を改めて行うことを必要としない。
【0016】
請求項2および3記載の発明では、挟持手段の一部およびこれに対向する摺動部とが段差部および剪断刃として構成されているので、段差部に載置された埋設不要管を段差部の壁部と剪断刃とで押し切りすることができ、挟持過程で舞い悦不要管を裁断することができる。しかも、裁断面以外は受け面に残されるので、次の引抜きをそのまま続行することができる。
【0017】
請求項4記載の発明では、受け面に滑り止めが設けられているので、挟持されて裁断される際の埋設不要管の位置ずれを防止して剪断力を有効に作用させることができる。
【0018】
請求項5記載の発明では、受け面および摺動部材の対向面が勾配面とされているので、摺動部材側に位置する剪断刃に切断逃げ角を設けたと同じことになり、剪断刃に切断力を効率よく集中させて容易に埋設不要管を裁断することができる。
【0019】
請求項6記載の発明では、摺動部材の往復運動という簡単な操作により埋設不要管の裁断作業を行うことができる。
【0020】
【実施例】
以下、図示実施例により本発明の詳細を説明する。
図1は、本発明実施例による埋設管引抜き装置の要部を説明するための平面視的な模式図であり、同図において埋設管引抜き装置1は、引抜き対象の埋設不要管を引き抜く箇所に形成された立坑3内に設置される。
立坑3内には、その壁面に平板状の反力受け板4が固定され、この反力受け板4にはジャッキ装置5が一体的に取り付けられている。
【0021】
反力受け板4は、埋設不要管2を挟んで一対で配置され、それら一対の反力受け板4にジャッキ装置5をなす油圧シリンダの基部が固定されている。
ジャッキ装置5のロッド5A先端には、これらロッド間を跨いだ状態で挟持手段6が取り付けられている。
【0022】
挟持手段6は、図2に示すように、ジャッキ装置5をなす油圧シリンダのロッド5Aの先端に一体化されて埋設不要管2を載置可能な受け面部6Aと、受け面部6Aに対して埋設不要管2を押しつぶす方向に移動可能な摺動部材6Bとを備えている。
受け面部6Aは、埋設不要管2の載置を行う受け面6A1が段差部で形成されており、この段差部に対して摺動部材6Bが入り込めるようになっている。
摺動部材6Bは、受け面部6Aの上面に直立させたガイドロッド7に挿嵌され、ガイドロッド7の上端に固定されている支持部材8に取り付けられている油圧シリンダ9によって受け面6A1に向け移動できるようになっている。
【0023】
図3は、受け面部6Aと受け面部6Bとの対向状態を示す図であり、同図(A)において、受け面部6Aにおける受け面6A1の段差を形成する縦壁部6A2と、摺動部材6Bの対向面とは剪断刃、つまり、埋設不要管2を押し切りできる刃として構成されている。このため、摺動部材6Bが受け面6A1に向け移動し、受け面部6Aの段差内に落ち込むと、図3(B)に示すように、受け面6A1の底部とこれに対向する摺動部材6Bの下面とで埋設不要管2を押しつぶしながら挟持する一方、押しつぶす過程で受け面6A1の段差を形成する縦壁部6A2とこれに対向する摺動部材6Bの面が摺接しながら移動できることにより、埋設不要管2が押し切られる。
【0024】
本実施例は以上のような構成であるから、埋設不要管2を引き向く際には、あらかじめ埋設不要管2の端部が露呈する位置に立坑3を形成し、その立坑3の壁部に反力受け板4を介してジャッキ装置4を設置する。
ジャッキ装置4には、そのロッド4Aの先端に挟持手段6の受け部6Aが取り付けられ、さらに、受け部6Aにはガイドロッド7を介して摺動部材6Bが摺動可能に設けられるとともに支持部材8を介して摺動部材6Bが油圧シリンダ9に連結される。
【0025】
摺動部材6の受け部6Aにおける受け面6A1から摺動部材6Bが離れている状態(図3(A)参照)では、埋設不要管2を受け面部6Aと摺動部材6Bとの間に位置させることができ、この状態で、油圧シリンダ9が作動されて摺動部材6が受け面部6Aに向けて移動させられる。
受け面部6Aに向けて摺動部材6Bが移動すると、埋設不要管2が押しつぶされ、これと同時に受け面6A1の縦壁部6A2とこれに対向する摺動部材6Bの面とで埋設管路2が剪断されて押し切られる(図3(B)参照)。上記受け面6A1における段差の深さは、埋設不要管2の一部を裁断できる深さ、換言すれば、埋設不要管2の裁断箇所が押し切られた際に他の箇所から分割できる深さに設定されている。
【0026】
一方、埋設不要管2が完全に押しつぶされると、受け面6Aには、次に引き抜かれる埋設不要管2の端部が載置された状態で摺動部材6Bからの圧力により挟持されているので、ジャッキ装置4を移動させることにより、新たな埋設不要管の引き向き対象部を引き向くことができる。
【0027】
以上のような実施例によれば、摺動部材6Bを受け面部6Aの受け面6A1に向けて移動させて埋設不要管2の一部を裁断するために挟持するだけで埋設不要管2を新たに引き向くための態位が設定されているので、埋設不要管2の端部を掴み変えるような作業が不要となる。
【0028】
次に上記実施例の変形例を図4において説明する。
図4に示す実施例は、受け面部6Aにおける受け面6A1とこれに対向する摺動部材6Bの構造に特徴がある。
すなわち、受け面部6Aにおける受け面6A1とこれに対向する摺動部材6Bの面とは、互いに平行して受け面6A1縦壁部6A2側が下側に位置するような勾配面で形成されている。
摺動部材6B側にも勾配を設けることにより、摺動部材6B側に位置する剪断刃に切断逃げ角を設けたと同じことになり、剪断刃に切断力を効率よく集中させて容易に埋設不要管2を裁断することが可能となる。
【0029】
本実施例は以上のような構成であるから、埋設不要管2の一部が挟持手段6の受け面部6Aおよび摺動部材6Bに対向した状態で受け面6A1に載置されると、摺動部材6Bが受け面6A1に向けて移動することができる(図4(A)参照)。
図4(B)に示すように、摺動部材6Bが移動し、受け面6A1の段差内に入り込むと上述した実施例と同様に、埋設不要管2の一部が勾配面に向けて押しつぶされ、さらに押しつぶされながら挟持される過程で受け面6A1の縦壁部6A2と摺動部材6Bの対向面とで構成される剪断刃により押し切られる。押し切りに際しては、剪断刃の一方をなす摺動部材6B側が勾配面で構成され、いわゆる、鋭角状の刃形状とされているので、押し切り位置に剪断力を集中させることができ、容易に裁断することができる。
一部が押し切られて裁断された埋設不要管2は、勾配面において挟持され、その勾配面が埋設不要管2の裁断位置を下側にする状態であるので、次いで実行される埋設不要管2の引抜き動作時に埋設不要管2が抜けにくい状態を維持されることになる。
【0030】
このような実施例では、勾配面を利用して、裁断された端部側を引抜き方向と直角な方向に近い状態で挟持できるので、引抜き持に端部が滑りやすくなるのを抑制することができる。
なお、上記実施例では、埋設不要管2の引抜き持での抜け止め構造として、勾配面を利用したが、本発明は上記構成に限らず、例えば、図4に示すように、受け面部6Aにおける受け面6A1に三角刃状あるいは鋸刃状の滑り止め部を形成することも可能である。このような滑り止め部は、図4に示した勾配面とされている受け面だけでなく、図3に示した水平面状に形成されている受け面6A1に対して設けてよいこともちろんである。
【0031】
また、挟持手段6の構成として、受け面部6A1およびこれに対向する摺動部材6Bに勾配面を設けた形状を用いる場合、図5に示すように、摺動部材の先端を断面形状が楔状となるように形成することも可能である。この構成の場合には段差の代わりに楔の突起により段差を同じ機能が持たせてある。
【0032】
【発明の効果】
請求項1及び請求項7に記載の発明によれば引抜きと埋設不要管の裁断とが同時に行え、引き出された埋設不要管の切断作業を改めて行うことを必要としない。この結果、引抜き作業の際の労力負担および作業工数の低減を可能にして引抜き作業のコスト低減が可能となる。
【0033】
請求項2および3記載の発明によれば、挟持手段に有する挟持面の一部に剪断刃が設けられているので、特別な切断工具などを要することなく埋設不要管を挟持する動作を利用して埋設不要管の剪断により裁断が可能となる。しかも、挟持した状態が維持されることで新たな引抜き作業が続行できるので、埋設不要管の切断後に改めて管の掴み換えを行う手順を不要とすることができ、作業手順の簡素化によるコスト低減が可能となる。
【0034】
請求項4記載の発明によれば、受け面および摺動部材の対向面が勾配面とされているので、摺動部材側に位置する剪断刃に切断逃げ角を設けたと同じことになり、剪断刃に切断力を効率よく集中させて容易に埋設不要管を裁断することができる。
【0035】
請求項5記載の発明によれば、受け面に滑り止めが設けられているので、挟持されて裁断される際の埋設不要管の位置ずれを防止して剪断力を有効に作用させることができる。
【0036】
請求項6記載の発明によれば、摺動部材の往復運動という簡単な操作により埋設不要管の裁断作業を行うことができる。
【図面の簡単な説明】
【図1】本発明実施例による埋設管引き向き装置が用いられる作業現場を示す模式図である。
【図2】図1に示した引抜き装置の要部構成を説明するための斜視図である。
【図3】図2に示した引抜き装置における要部の局部的断面図であり、(A)は挟持前の状態を、(B)は挟持状態をそれぞれ示している。
【図4】図2に示した引抜き装置における要部の変形例を説明するための局部的断面図であり、(A)は挟持前の状態を、(B)は挟持状態をそれぞれ示している。
【図5】図2に示した引抜き装置における要部の他の変形例を説明するための部分的な断面図である。
【図6】従来の埋設管引抜き工法の一例を説明するための模式図である。
【符号の説明】
1 引抜き装置
2 埋設不要管
3 立坑
4 反力板
5 ジャッキ装置をなす油圧シリンダ
6 挟持手段
6A 受け面部
6A1 受け面
6A2 受け面部の段差部に有する壁部
6B 摺動部材
9 油圧シリンダ
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a drawing apparatus and a drawing method used for pulling and removing a buried pipe that is laid as a gas pipe or a water pipe and that is unnecessary and left unused after use, or for removing an existing pipe in a renewal method.
[0002]
[Prior art]
With regard to buried pipes such as gas pipes and water pipes, buried pipes that are no longer needed due to rebuilding of houses, etc., will cause various adverse effects if left unattended. In addition, it is specified that a filling material such as mortar is injected and filled into the hollow hole of the removal site so as not to cause land subsidence or the like. When removing unnecessary pipes, existing pipes must be removed before new pipes are laid by the renewal method.
[0003]
As this kind of drawing device, there is a device described in the above-mentioned JP-A-3-9188.
Generally, this kind of drawing apparatus including the one disclosed in the above publication includes a clamping means for gripping a removal pipe to be withdrawn, a hydraulic cylinder means for applying a gripping force to the clamping means, and a traction means for applying a pulling force to the clamping means. Hydraulic cylinder means.
[0004]
Here, a device and a method used for extracting the unnecessary buried pipe will be described as follows.
In FIG. 6, reference numeral 11 denotes a shaft for pulling out the unnecessary buried pipe 12.
Inside the shaft 11, a vise 13 having a reaction force receiving base 13A on its bottom surface is installed.
The vice 13 is provided with a lever lock 14 of a hydraulic jack structure, which is a driving member for pulling the unnecessary buried pipe 12 in the pulling direction, and is unnecessary by swinging a handle 14A provided on the lever lock 14. The chain 15 hooked between the buried pipe 12 is wound up, and the unnecessary buried pipe 2 is pulled.
The unneeded buried pipe 12 that is pulled and pulled out has a predetermined length exposed in the pier 11 cut off, and the chain 5 is again hooked on the end of the unneeded buried pipe 12 located underground. By repeating the above operation, the entire length of the buried section is extracted.
[0005]
Here, a device and a method used for extracting the unnecessary buried pipe will be described as follows. In FIG. 6, reference numeral 11 denotes a shaft for pulling out the unnecessary buried pipe 12. Inside the shaft 11, a vise 13 having a reaction force receiving base 13A on its bottom surface is installed. The vice 13 is provided with a lever lock 14 of a hydraulic jack structure, which is a driving member for pulling the unnecessary buried pipe 12 in the pulling direction, and is unnecessary by swinging a handle 14A provided on the lever lock 14. The chain 15 hooked between the buried pipe 12 is wound up, and the unnecessary buried pipe 2 is pulled. The unnecessary buried pipe 12 that is towed and pulled out has a predetermined length exposed in the pier 11 cut off, and the chain 15 is again hooked to the end of the unnecessary buried pipe 12 located underground. By repeating the above operation, the entire length of the buried section is extracted.
[0006]
[Problems to be solved by the invention]
However, the drawer having the above configuration has the following problems. According to the apparatus and the construction method shown in FIG. 6, since the lever lock 14 is installed corresponding to the buried position of the unnecessary buried pipe 12 to be pulled out, the pier 1 is excavated in a road section or a private area. become. However, the pier 11 becomes a considerably large pit in order to secure a handle operation area for the reaction force receiving base 13 and the lever lock 14 in the space including the bottom thereof. For this reason, the equipment and time required for the excavation work are lengthened, and the work cost is increased. In addition, when the excavated area is large, it is not possible to secure a necessary excavated area when another buried object is located near the excavated place. As a result, there is a possibility that the installation of the buried pipe extraction device cannot be performed. Moreover, since the reaction force receiving base 3 and the lever lock 14 are relatively large, it is not easy to carry them in and out of the shaft 1, and the labor burden on the worker increases.
[0007]
In particular, the step of pulling out the unnecessary buried pipe, the step of cutting the drawn unnecessary buried pipe at predetermined lengths, and the preparation for pulling out the end of the unnecessary buried pipe again after cutting, that is, hooking the chain 15 It is necessary to repeat the stopping step over the length of the unnecessary buried pipe, which increases the labor burden on the operator, increases the number of work steps and work time, and tends to increase the work cost.
[0008]
SUMMARY OF THE INVENTION An object of the present invention is to provide a buried pipe pulling device having a configuration capable of reducing the labor burden and the number of man-hours in the pulling operation and reducing the cost of the pulling operation in view of the problems in the conventional unnecessary buried pipe removing device. Is to provide.
[0009]
[Means for Solving the Problems]
In order to achieve this object, the invention according to claim 1 is a buried pipe extracting device for extracting and removing unnecessary pipes buried underground, wherein the extracting apparatus exposes the unnecessary pipes. A holding plate mounted on a reaction force plate installed on the inner wall of the standing member, for moving the tube in the drawing direction while holding the buried unnecessary tube, and the holding unit has a shearing blade in a drawing direction side from a holding portion thereof. Characterized in that it is provided.
According to a second aspect of the present invention, the reaction force plate is provided with a cylinder member that can reciprocate along a pulling direction of the buried unnecessary pipe, and the cylinder member is movable in a radial direction of the buried unnecessary pipe. The above-mentioned holding means is provided .
[0011]
According to a third aspect of the present invention, the holding means is capable of mounting a part of the peripheral surface of the burial unnecessary tube on the receiving surface, and movable in a direction of crushing the burial unnecessary tube facing the receiving surface. And a sliding member,
The receiving surface is constituted by a stepped portion, and a wall of the stepped portion and a part of the sliding member facing the stepped portion constitute a shearing blade.
[0012]
The invention according to claim 5 is characterized in that the receiving surface and the sliding member facing the receiving surface are constituted by parallel inclined surfaces.
[0013]
The invention according to claim 4 is characterized in that the receiving surface is provided with a non-slip for the buried unnecessary pipe.
[0014]
The invention according to claim 6 is characterized in that the sliding member is driven by a hydraulic cylinder in a direction of crushing the buried unnecessary pipe. The invention according to claim 7 is a method for extracting a buried pipe by extracting an unnecessary pipe buried underground and removing the unnecessary pipe, wherein a reaction force plate is provided on a vertical inner wall for exposing the unnecessary pipe. In the process of pinching the buried unnecessary pipe drawn into the shaft, when the buried unnecessary pipe is moved in the drawing direction while pinching the buried unnecessary pipe by the pulling device provided on the reaction force plate, A step of cutting the unnecessary burial pipe on the drawing direction side of the holding portion, and a step of newly pulling the unnecessary burial pipe into the shaft while holding the unnecessary burial pipe in the step. It is characterized by:
[0015]
[Action]
According to the first or seventh aspect of the present invention, at the stage where the buried unnecessary pipe drawn into the stand is clamped, the side in the drawing direction from the clamped portion is cut by the cutting blade provided on the clamping means. become. In other words, in the process of pinching the buried unnecessary pipe drawn into the shaft, the shearing force accompanying the pinching makes it possible to cut the buried unnecessary pipe in the drawing direction side from the pinched portion, and thereafter, the unnecessary buried unnecessary pipe is cut. It is possible to newly pull out the shaft while holding the tube. Thereby, the drawing and the cutting of the buried unnecessary pipe can be performed at the same time, and it is not necessary to perform the cutting work of the drawn buried unnecessary pipe again.
[0016]
According to the second and third aspects of the present invention, since a part of the holding means and the sliding portion facing the holding means are configured as a step portion and a shearing blade, the burying unnecessary pipe placed on the step portion is removed by the step portion. The wall can be pushed and cut off by the wall and the shearing blade, and the unnecessary pipe can be cut in the clamping process. In addition, since other than the cut surface is left on the receiving surface, the next drawing can be continued as it is.
[0017]
According to the fourth aspect of the present invention, since the receiving surface is provided with the non-slip, it is possible to prevent the unnecessary displacement of the burying unnecessary pipe when being pinched and cut, and to effectively apply the shearing force.
[0018]
According to the fifth aspect of the invention, since the receiving surface and the facing surface of the sliding member are inclined surfaces, the shearing blade located on the sliding member side has the same cutting clearance angle as that of the shearing blade. The cutting force can be efficiently concentrated to easily cut the buried unnecessary pipe.
[0019]
According to the sixth aspect of the present invention, it is possible to perform the cutting operation of the burial unnecessary pipe by a simple operation of reciprocating movement of the sliding member.
[0020]
【Example】
Hereinafter, the present invention will be described in detail with reference to illustrated embodiments.
FIG. 1 is a schematic plan view illustrating a main part of an apparatus for extracting a buried pipe according to an embodiment of the present invention. In FIG. It is installed in the formed shaft 3.
A flat reaction force receiving plate 4 is fixed to the wall of the shaft 3, and a jack device 5 is integrally attached to the reaction force receiving plate 4.
[0021]
The reaction force receiving plates 4 are arranged in a pair with the embedding unnecessary tube 2 interposed therebetween, and the base of a hydraulic cylinder forming the jack device 5 is fixed to the pair of reaction force receiving plates 4.
A pinching means 6 is attached to the tip of the rod 5A of the jack device 5 so as to straddle these rods.
[0022]
As shown in FIG. 2, the holding means 6 is integrated with a tip of a rod 5A of a hydraulic cylinder constituting the jack device 5, and has a receiving surface portion 6A on which the embedding unnecessary tube 2 can be placed, and a receiving surface portion 6A embedded in the receiving surface portion 6A. A sliding member 6B movable in a direction to crush the unnecessary pipe 2;
The receiving surface portion 6A has a receiving surface 6A1 on which the burying unnecessary tube 2 is placed formed by a step portion, and the sliding member 6B can enter the step portion.
The sliding member 6B is inserted into a guide rod 7 standing upright on the upper surface of the receiving surface portion 6A, and is directed toward the receiving surface 6A1 by a hydraulic cylinder 9 attached to a support member 8 fixed to the upper end of the guide rod 7. You can move.
[0023]
FIG. 3 is a view showing a facing state of the receiving surface portion 6A and the receiving surface portion 6B. In FIG. 3A, a vertical wall portion 6A2 forming a step of the receiving surface 6A1 in the receiving surface portion 6A, and a sliding member 6B are shown. Is formed as a shearing blade, that is, a blade that can push off the buried unnecessary pipe 2. For this reason, when the sliding member 6B moves toward the receiving surface 6A1 and falls into the step of the receiving surface portion 6A, as shown in FIG. 3B, the bottom of the receiving surface 6A1 and the sliding member 6B opposed thereto come to close. While the burying unnecessary pipe 2 is squeezed and pinched by the lower surface of the vertical wall 6A2, the vertical wall 6A2 forming the step of the receiving surface 6A1 and the surface of the sliding member 6B opposed thereto can move while slidably contacting. The unnecessary pipe 2 is pushed off.
[0024]
Since the present embodiment is configured as described above, when the buried unnecessary pipe 2 is drawn, the shaft 3 is formed in advance at a position where the end of the buried unnecessary pipe 2 is exposed, and the shaft 3 is formed on the wall of the shaft 3. The jack device 4 is installed via the reaction force receiving plate 4.
A receiving portion 6A of the holding means 6 is attached to the tip of the rod 4A of the jack device 4, and a sliding member 6B is slidably provided on the receiving portion 6A via a guide rod 7 and a supporting member. The sliding member 6 </ b> B is connected to the hydraulic cylinder 9 via 8.
[0025]
In a state where the sliding member 6B is separated from the receiving surface 6A1 of the receiving portion 6A of the sliding member 6 (see FIG. 3A), the position of the buried unnecessary pipe 2 is between the receiving surface portion 6A and the sliding member 6B. In this state, the hydraulic cylinder 9 is operated and the sliding member 6 is moved toward the receiving surface 6A.
When the sliding member 6B moves toward the receiving surface portion 6A, the unnecessary-buried pipe 2 is crushed, and at the same time, the vertical wall portion 6A2 of the receiving surface 6A1 and the surface of the sliding member 6B opposed to the receiving surface 6A1 are buried. Is sheared and pushed off (see FIG. 3B). The depth of the step in the receiving surface 6A1 is set to a depth at which a part of the burial unnecessary tube 2 can be cut, in other words, a depth at which a cut portion of the burial unnecessary tube 2 can be divided from another portion when the cut portion is pushed off. Is set.
[0026]
On the other hand, when the burying unnecessary pipe 2 is completely crushed, the receiving surface 6A is sandwiched by the pressure from the sliding member 6B while the end of the burying unnecessary pipe 2 to be subsequently pulled out is placed. By moving the jack device 4, it is possible to turn the target portion of the new buried unnecessary pipe.
[0027]
According to the embodiment as described above, the sliding member 6B is moved toward the receiving surface 6A1 of the receiving surface portion 6A, and the sliding member 6B is sandwiched only to cut a part of the unnecessary-buried tube 2 so that the new unnecessary-buried tube 2 is newly formed. Since the posture for turning to the buried pipe 2 is set, the work of grasping and changing the end of the buried unnecessary pipe 2 is not required.
[0028]
Next, a modification of the above embodiment will be described with reference to FIG.
The embodiment shown in FIG. 4 is characterized by the structure of the receiving surface 6A1 in the receiving surface portion 6A and the sliding member 6B opposed thereto.
That is, the receiving surface 6A1 of the receiving surface portion 6A and the surface of the sliding member 6B facing the receiving surface portion 6A are formed in such a slope that the receiving surface 6A1 and the vertical wall portion 6A2 side are located on the lower side in parallel with each other.
By providing a gradient also on the sliding member 6B side, it is the same as providing a cutting clearance angle on the shearing blade located on the sliding member 6B side, and the cutting force is efficiently concentrated on the shearing blade, so that it is not necessary to easily bury the blade. The tube 2 can be cut.
[0029]
Since the present embodiment is configured as described above, when a part of the burial unnecessary tube 2 is placed on the receiving surface 6A1 in a state where the tube 2 faces the receiving surface portion 6A and the sliding member 6B of the holding means 6, sliding occurs. The member 6B can move toward the receiving surface 6A1 (see FIG. 4A).
As shown in FIG. 4B, when the sliding member 6B moves and enters the step of the receiving surface 6A1, a part of the buried unnecessary pipe 2 is crushed toward the inclined surface, as in the above-described embodiment. In the process of being pinched while being further crushed, it is pushed off by a shearing blade constituted by the vertical wall portion 6A2 of the receiving surface 6A1 and the opposing surface of the sliding member 6B. At the time of push-cutting, the sliding member 6B, which forms one of the shearing blades, is formed of a sloped surface and has a so-called acute-angled blade shape. be able to.
The buried unnecessary pipe 2 which has been partially cut off and cut is sandwiched on a slope, and the cut surface of the buried unnecessary pipe 2 is set to the lower side. The state in which the burying unnecessary pipe 2 is hard to be pulled out during the pulling operation is maintained.
[0030]
In such an embodiment, the cut end portion side can be clamped in a state close to a direction perpendicular to the drawing direction by using the slope surface, so that it is possible to suppress the end portion from becoming slippery in the pulling and holding. it can.
In the above-described embodiment, the slope surface is used as the retaining structure for pulling out and holding the buried unnecessary pipe 2. However, the present invention is not limited to the above-described configuration. For example, as shown in FIG. It is also possible to form a triangular blade or saw blade-shaped non-slip portion on the receiving surface 6A1. Such a non-slip portion may be provided not only on the receiving surface having the inclined surface shown in FIG. 4 but also on the receiving surface 6A1 formed in a horizontal plane shown in FIG. .
[0031]
When the holding means 6 has a configuration in which the receiving surface portion 6A1 and the sliding member 6B opposed thereto are provided with a sloped surface, as shown in FIG. 5, the tip of the sliding member has a wedge-shaped cross section. It is also possible to form so that it becomes. In the case of this configuration, the step has the same function by the projection of the wedge instead of the step.
[0032]
【The invention's effect】
According to the first and seventh aspects of the present invention , the extraction and the cutting of the buried unnecessary pipe can be performed at the same time, and it is not necessary to perform the cutting work of the drawn buried unnecessary pipe again. As a result, it is possible to reduce the labor burden and the number of man-hours at the time of the pulling-out work, and to reduce the cost of the pulling-out work.
[0033]
According to the second and third aspects of the present invention, since the shearing blade is provided on a part of the holding surface of the holding means, the operation of holding the buried unnecessary pipe without using a special cutting tool or the like is used. It is possible to cut by burial unnecessary pipe shearing. In addition, since the new state of the clamped state can be maintained, a new drawing operation can be continued, eliminating the need for the procedure of re-gripping the pipe after cutting the unnecessary buried pipe, and reducing the cost by simplifying the work procedure. Becomes possible.
[0034]
According to the fourth aspect of the present invention, since the receiving surface and the facing surface of the sliding member are inclined surfaces, the shearing blade located on the sliding member side has the same cutting clearance angle as the shearing blade. The cutting force can be efficiently concentrated on the blade, and the unnecessary pipe can be easily cut.
[0035]
According to the fifth aspect of the present invention, since the non-slip is provided on the receiving surface, it is possible to prevent the unnecessary displacement of the buried unnecessary pipe when it is pinched and cut, and to effectively apply the shearing force. .
[0036]
According to the sixth aspect of the present invention, it is possible to perform the cutting operation of the burial unnecessary pipe by a simple operation of reciprocating movement of the sliding member.
[Brief description of the drawings]
FIG. 1 is a schematic diagram showing a work site where a buried pipe pulling device according to an embodiment of the present invention is used.
FIG. 2 is a perspective view illustrating a configuration of a main part of the drawing device illustrated in FIG. 1;
3A and 3B are local cross-sectional views of main parts of the drawing device shown in FIG. 2, wherein FIG. 3A shows a state before clamping and FIG. 3B shows a clamping state.
4A and 4B are local cross-sectional views for explaining a modification of a main part in the drawing device shown in FIG. 2, in which FIG. 4A shows a state before clamping and FIG. .
FIG. 5 is a partial cross-sectional view for explaining another modification of the main part of the drawing device shown in FIG. 2;
FIG. 6 is a schematic diagram for explaining an example of a conventional buried pipe drawing method.
[Explanation of symbols]
REFERENCE SIGNS LIST 1 drawing device 2 burial unnecessary pipe 3 shaft 4 reaction plate 5 hydraulic cylinder 6 forming jack device 6 holding means 6A receiving surface 6A1 receiving surface 6A2 wall 6B at step of receiving surface 6 sliding member 9 hydraulic cylinder

Claims (7)

地中に埋設された不要管を引抜いて撤去する埋設管引抜き装置であって、上記引抜き装置は、上記埋設不要管を露出させるための立抗内壁に設置される反力板に装備され、上記埋設不要管を挟持しながら引抜き方向に移動させる挟持手段を備え、該挟持手段には、その挟持部分より引き抜き方向側に剪断刃が設けられていることを特徴とする埋設管引抜き装置。A buried pipe withdrawal device for extracting and removing unnecessary pipes buried underground, wherein the withdrawal device is mounted on a reaction force plate installed on a vertical wall for exposing the buried unnecessary pipes, A buried pipe extracting device, comprising: a clamping means for moving a buried unnecessary pipe in a drawing direction while clamping the buried pipe, wherein the clamping means is provided with a shearing blade on a side of the drawing direction from a clamping portion thereof . 上記反力板には上記埋設不要管の引抜き方向に沿って往復動可能なシリンダ部材が設けられ、上記シリンダ部材には、上記埋設不要管の径方向に移動可能な上記挟持手段が設けられていることを特徴とする請求項1記載の埋設管引抜き装置。The reaction force plate is provided with a cylinder member that can reciprocate in a direction in which the burial unnecessary tube is pulled out, and the cylinder member is provided with the holding means that is movable in a radial direction of the burial unnecessary tube. buried pipe withdrawal device according to claim 1, characterized in that there. 上記挟持手段は、上記埋設不要管の周面の一部を載置可能な受け面と、この受け面に対向して上記埋設不要管を押しつぶす方向に移動可能な摺動部材とを備え、上記受け面は段差部で構成され、その段差部の壁部とこれに対向する上記摺動部材の一部とが剪断刃を構成していることを特徴とする請求項1または2記載の埋設管引抜き装置。The holding means includes a receiving surface on which a part of the peripheral surface of the burial unnecessary tube can be placed, and a sliding member movable in a direction of crushing the burial unnecessary tube facing the receiving surface. The buried pipe according to claim 1 or 2, wherein the receiving surface is formed by a step, and a wall of the step and a part of the sliding member facing the step form a shearing blade. Drawing device. 上記受け面およびこれに対面する上記摺動部材は平行する勾配面で構成されていることを特徴とする請求項3記載の埋設管引抜き装置。4. The apparatus according to claim 3, wherein the receiving surface and the sliding member facing the receiving surface are formed by parallel inclined surfaces. 上記受け面には、上記埋設不要管の滑り止めが設けられていることを特徴とする請求項3記載の埋設管引抜き装置。4. The buried pipe drawing device according to claim 3, wherein the receiving surface is provided with a non-slip for the buried unnecessary pipe. 上記摺動部材は油圧シリンダにより上記埋設不要管を押しつぶす方向に駆動されることを特徴とする請求項1乃至5の一つに記載の埋設管引抜き装置。6. The apparatus according to claim 1, wherein the sliding member is driven by a hydraulic cylinder in a direction in which the unnecessary pipe is crushed. 地中に埋設された不要管を引抜いて撤去する埋設管引抜き方法であって、上記埋設不要管を露出させるための立抗内壁に反力板を設置し、該反力板に装備された引抜き装置によって、上記埋設不要管を挟持しながら引抜き方向に移動させるに際して、上記立坑内に引き出された埋設不要管を挟持する過程で、その挟持に伴う剪断力によって、その挟持部分より引抜き方向側で該埋設不要管を裁断する工程と、該工程で上記埋設不要管を挟持したまま、該埋設不要管を新たに上記立坑内に向けて引き抜く工程とを有することを特徴とする埋設管引抜き方法。A buried pipe pulling method for pulling out and removing unnecessary pipes buried in the ground, comprising installing a reaction plate on a vertical inner wall for exposing the unnecessary pipes, and pulling out the reaction plate. By means of the device, when the buried unnecessary pipe is moved in the drawing direction while being pinched, in the process of pinching the buried unnecessary pipe drawn into the shaft, due to the shearing force accompanying the pinching, on the drawing direction side from the pinched portion. A method for extracting a buried pipe, comprising: cutting the unnecessary buried pipe; and newly extracting the unnecessary buried pipe into the shaft while holding the unnecessary buried pipe in the step.
JP28454999A 1999-10-05 1999-10-05 Buried pipe drawing device and drawing method Expired - Lifetime JP3571592B2 (en)

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