JP4122242B2 - Pipe pressing device for propulsion method - Google Patents

Pipe pressing device for propulsion method Download PDF

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Publication number
JP4122242B2
JP4122242B2 JP2003027460A JP2003027460A JP4122242B2 JP 4122242 B2 JP4122242 B2 JP 4122242B2 JP 2003027460 A JP2003027460 A JP 2003027460A JP 2003027460 A JP2003027460 A JP 2003027460A JP 4122242 B2 JP4122242 B2 JP 4122242B2
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Japan
Prior art keywords
pipe
cradle
claw
hole
movement
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JP2004238851A (en
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哲二 下保
吉彦 山本
義徳 吉田
直岐 冨田
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Kurimoto Ltd
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Kurimoto Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、管を接続しつつ地下に埋設するための推進工法及びそれに使用する管押圧装置、管芯出し装置に関するものである。
【0002】
【従来の技術】
ダクタイル鋳鉄管等の流体輸送用配管を埋設する工法として、発進坑と到達坑だけを地面に開削し、その発進坑から管を接続しつつ到達坑に向かって推進して地下に埋設する推進工法があり、この推進工法は管を埋設する全長に亘る開削を必要としないため広く採用されている。その推進工法には、既設の古い流体輸送用配管内に新たなダクタイル鋳鉄管等の流体輸送用配管を挿入するパイプインパイプ工法と、ヒューム管や鋼管等のさや管を推進埋設した後にそのさや管内にダクタイル鋳鉄管等の流体輸送用配管を挿入するさや管推進工法などがある。
【0003】
この推進工法は、図15に示すように、発進坑Sと到達坑Rとの間に埋設されている既設管又はさや管P’内にこれよりも径の小さな新管Pを挿入する。発進坑Sには挿入用架台D上に油圧ジャッキJが設置されており、この油圧ジャッキJの後部は反力受けFに当接し、前部はストラットBを介して新管Pを押圧するようになっている。新管Pは、図16aに示すように、クレーン等で吊って発進坑S内に降ろして、その先端部の挿し口1を先行きの新管Pの後端部の受口2に挿入し、その後行き管Pを油圧ジャッキJで押すことによって、図16b、図16cのように既設管(さや管)P’内に新管Pを押し込んで行く。なお、先頭の新管Pの先端部には先導ソリKが取り付けられる(特許文献1参照)。
【0004】
【特許文献1】
特開2002−276284号公報 段落0003 図18
【0005】
【発明が解決しようとする課題】
この推進工法において、油圧ジャッキJの伸長ストローク(図16c参照)だけでは、新管Pの全長を挿入することは不可能である。このため、油圧ジャッキJのストローク一杯まで新管Pを挿入した後に、油圧ジャッキJを収縮させて元の位置まで戻し、図16b、図16cに示すように、油圧ジャッキJと新管Pとの間に適宜数のストラットBを入れて、再び油圧ジャッキJの伸長作用を行う、という作業を繰り返して新管Pの全長を挿入する。
【0006】
このストラットBの運搬・挿入・取外しは、ストラットBが重いこともあって、煩雑な手間及び時間を要している。
【0007】
また、新管Pは挿入用架台D上に単に載置されるだけであるため、新管Pの挿入時、新管Pと架台D及びストラットBと架台Dはそれぞれ接触した状態で移動することとなる。このため、新管P及びストラットBの移動抵抗が大きく、大出力の油圧ジャッキJを必要とするとともに、円滑な挿入作用を得がたい。
【0008】
さらに、新管Pを、その挿し口1を持ち上げて先行きの管Pと芯出しを行う際、図16aに示すように、クレーン等で吊った状態で芯出しを行っており、これは、クレーン等を占有することとなって、地上における作業が遅れる可能性がある。すなわち、作業性が悪い。
【0009】
この発明は、ストラットBの出し入れをなくすことを第1の課題、挿入される新管を円滑に移動し得るとともに芯出しを容易にし得るようにすることを第2の課題とする。
【0010】
【課題を解決するための手段】
上記第1の課題を達成するため、この発明は、上記油圧ジャッキなどの管押圧装置を尺取虫状に動くようにしたのである。尺取虫状に動くことは、伸長した状態から収縮する際、先端部側に収縮し、伸長する際には、その収縮状態の後端部側を起点にして伸長し、その動作を繰り返すことにより前進するため、油圧ジャッキと新管の間にストラットBを介在する必要がない(図1a〜図1e参照)。
【0011】
この管押出装置の具体的態様としては、前後に分割された受台と、その前後の受台間に設けられて両受台を接離する伸縮機と、上記管の軸方向の前記両受台の移動用レールとから成り、前記両受台は前記レールに一方向クラッチを介して移動可能になっており、前記伸縮機の伸縮により、前記両受台を上記尺取虫状に前記レール上を動かす構成等を採用できる。
【0012】
この構成の管押出装置において、後方向への力に対して作用する(後行きを止める)一方向クラッチとすれば、伸縮機の伸長時には、後側の受台に後向きの力が働いて停止状態となり、前側の受台には前向きの力が働いて前進状態となる。このため、前側の受台の前進で新管は前方に移動される。一方、収縮時には、前側の受台に後向きの力が働いて停止状態となり、後側の受台には前向きの力が働いて前進状態となる。このため、後側の受台が前進して前側の受台に近づく。このように、前後の受台が尺取虫状に動く。
【0013】
その一方向クラッチとしては、各受台に上下動自在に設けた爪と、上記レールにその長さ方向等間隔に形成した前記爪が嵌る孔とから成り、前記爪と孔の嵌合状態は、前記受台の一方向の動きには前記爪が上動するように押されて孔から外れて受台の移動を可能にし、他方向の動きには前記爪が孔に嵌まって受台の移動を阻止するようになっている構成等を採用できる。
【0014】
第2の課題を達成するため、この発明は、後行き管の下面をローラにより受けて案内するとともに、そのローラを昇降可能として管の芯出しを行うようにしたり、上記先行きの管に後行きの管を接続する際には、先行きの管をその下面を支えて芯出しを行うようにしたのである。
【0015】
それらの芯出し装置としては、リンク機構の連結点に前記ローラを設け、伸縮機により、そのリンク機構を起伏させて管案内ローラを昇降する構成などを採用する。
【0016】
【実施の形態】
この実施形態は、特許文献1等に記載のごとく、S形継手構造でもって、さや管P’内に新管Pを接続しつつ挿入するさや管推進工法に係る。そのS形継手構造は、図3(c)に示すように、挿し口1の先端に突起3、受口2の内面にロックリング5がそれぞれ設けられ、ゴム輪6及びバックアップリング6aを介在して挿し口1を受口2に挿し込んだ後、押し輪9を割輪9aを介してゴム輪6に当てがい、植込みボルト12を押し輪9を通して受口2にねじ込んで締結することにより、ゴム輪6を押し込んでシールする。
【0017】
受口2の外側の挿し口1外周には案内ローラ付きの環状フランジ(サドルバンド)10が嵌め込まれ、このフランジ10と植込みボルト12(受口2端面)の間に保護リング13を介在して推進力伝達材14が設けられている。この推進力伝達材14は周方向に2分割されたリング状のものである。
【0018】
このS形継手は、まず、図3(a)に示すように、受口2に挿し口1を規定胴付寸法Lの位置まで挿し込み、その受口2と挿し口1を接合した後、保護リング13をボルト12頭部に当たる位置にずらし、2つ割の推進力伝達材14をリング状にして取付け(同図(b))、さらにフランジ10を嵌め推進力伝達材14に当接させて締結する(同図(c))。この状態で、油圧ジャッキJで推進力を加えて、発進坑Sから到達坑Rに向かって推進する。
【0019】
その推進作業は、図15と同様に、図1aに示すように、新管Pをクレーンなどにより発進坑S内の管押出装置20及び新管芯出し装置40に降ろす。この両装置は脚H上に設けられており、脚HとしてはH鋼や角材といったものが使用できる。この脚H及び管押出装置20のレール21により発進台が構成される。
【0020】
管押出装置20は、推進方向(管軸方向)の上記レール21と、そのレール21上を動く伸縮機30とから成り、レール21は、図4に示すように両側に一定ピッチで係止孔22が形成されている。そのピッチは後述の伸縮機30の伸長量を考慮してその伸縮機30が尺取虫状に円滑に動き得るように適宜に選定する。レール21は、新管Pの長さや発進坑Sの大きさに応じて、数種類の長さのものから適当なものを組み合わせて使用する。その際、各レール21はボルト締めなどにより接続可能な構造となっている。
【0021】
伸縮機30は、図2各図及び図5に示すように、前後の受台31a、31b、油圧ジャッキ32及び係止爪33とから成り、受台31a、31bの両側にそれぞれ2個の係止孔34が形成されている。外側の係止孔34は下面に貫通し、この係止孔34に係止爪33を入れると、係止爪33が貫通してレール21の係止孔22に抜き差し自在に対応する。内側の係止孔34は貫通していない。係止爪33は、下面が前方から下向き後方の傾斜面33aとなっており(図5参照)、受台31a、31bの外側係止孔34に入れられた状態で(差し込まれた嵌合状態で)、その受台31a、31bが前方(図5右方向)に動くと、係止爪33は、レール21の係止孔22に嵌合していても、その傾斜面33aでもって上動して係止孔22との嵌合を解除し、受台31a、31bの移動を許容する。一方、受台31a、31bが後方に動こうとすると、係止爪33は、レール21の係止孔22に嵌合し、その垂直な後面33bが係止孔22の後面に当接して受台31a、31bの移動を阻止する。
【0022】
前後の受台31a、31b間には油圧ジャッキ32が設けられており、この油圧ジャッキ32の伸縮によって両受台31a、31bが接離する。このため、図2aに示す状態から、油圧ジャッキ32が伸長すると、後側の受台31bは停止し、図2bに示すように前側の受台31aが前方に動き、油圧ジャッキ32が伸びきった所で、前側の受台31aの係止爪33がレール21の係止孔22に嵌合する。この状態から、油圧ジャッキ32が収縮すると、前側の受台31aは停止し、図2cに示すように、後側の受台31bが前方に動き、油圧ジャッキ32が収縮しきった所で、図2dに示すように後側の受台31bの係止爪33がレール21の係止孔22に嵌まる。この作用が繰り返されて、伸縮機30が尺取虫状に前進する。図中、36は転動ローラ、37は管載置台である。なお、油圧ジャッキ32への油圧切換えは、図示しないレバーの操作で瞬時に行う。
【0023】
新管芯出し装置40は、図1各図及び図4に示すようにレール21の前部上面溝部内に設置されており、図7、図8に示すように、基台41上の油圧ジャッキ42とリンク機構43から成り、このリンク機構43の連結点に受けローラ44が設けられている。その油圧ジャッキ42が図7の収縮状態から図8のごとく伸長すると、リンク機構43が立ち上がり、ローラ44が上昇する。このため、ローラ44で新管Pの前部下面を受け、その上昇度を調整すれば、新管Pの芯出しを行うことができる。
【0024】
新管芯出し装置40としては、図9に示すように、油圧ジャッキ42をリンク機構43の一リンクとしたものとし得る。このものは、油圧ジャッキ42の収縮により、同図(a)から(b)又は(b)から(a)の作用でもって、新管Pを受けて上下動させる。この装置40は図7のものに比べれば短くコンパクトとなる。なお、ローラ44には新管Pを傷つけない素材、例えば樹脂、ゴムなどを使用する。
【0025】
先行き管支持装置50は、図10に示すように、脚H上に油圧ジャッキ51が設置され、この油圧ジャッキ51先端に受け台52が設けられている。このため、同図のごとく、油圧ジャッキ51を伸長して受台52で管Pの受口部下面を支えて、所定のレベルに維持する(芯出しする)。受台52は金属製であり、管Pに傷を付けないことを考慮して、受台52の上面(受面)にゴムなどの弾性材を設けるとよい。管Pを傷つけない他の手段としては受台52そのものを樹脂製とする等が考えられる。
【0026】
新管芯出し装置40と先行き管支持装置50の構造は、相互に転用し得る。すなわち後者を図10の油圧ジャッキ51に代えてリンク機構43としたもの、前者を図7、図9のリンク機構43に代えて立設した油圧ジャッキ51としたものとし得る。但し、リンク機構43は、ジャッキ42の横方向の動きを受けローラ44の上下方向の動きに変換して、新管Pを支持するため、先行き管支持装置50のジャッキ51のように上下方向に広いスペースを必要としない。このため、上下方向にスペースのないレール21上に設置する場合に有利である。
【0027】
このように、発進坑S内には管押出装置20などが設けられており、上述のように、図1aから図1bのごとく、発進坑S内に新管Pが降ろされると、図3で示したように、新管Pの挿し口1外周面に推進力伝達材14等が取付られる。この推進力伝達材14等の取付作業は、新管Pの降下前にすることもできる。また、芯出し装置40及び支持装置50により、新管P及び先行き管Pの芯出し及び支持を行う。
【0028】
この推進力伝達材14の設置後、又は設置前に、管押出装置20により、図1cに示すように、新管Pを押して進行させてその挿し口1を先行き管Pの受口2に挿入し、図3(c)に示すS形継手構造とする。
【0029】
S形継手構造となった後は、図1cから図1dのごとく、そのS形継手構造が維持された状態で、管押出装置20をその油圧ジャッキ32を伸縮させて前進させ、その前進に伴う前側の受台31aの前進により、新管Pを押圧推進して、さらに新管Pを押し込む。その新管Pがヒューム管から成るさや管P’内に図1eの状態まで挿し込まれれば、前後の受台31a、31bの係止爪33を外側の係止孔34から抜き内側の係止孔34に入れ直して、係止孔22との係わり合いをなくす。これにより、管押出装置20は、後方への移動が可能となり、人力などの適宜な手段により、図1aの初期位置に復帰させる。このとき、管押出装置20に電動機を設けて、ローラ36などを回すなどにより自走させることもできる。また、係止爪33を逆に係止孔34、22に入れる(傾斜面33aを後向きにする)ことにより、伸縮機30(油圧ジャッキ32)の伸縮で後退させることもできる。
【0030】
以後、上述の作用を繰り返すことにより、到達坑Rに向かって新管Pを順々に挿し通して、管路を構成する。
【0031】
上記実施形態は、当初から、受口2に挿し口1を胴付寸法L分挿し込んだが、図11に示すように、当初は胴付寸法L+α分挿し込み、最後に、さらに挿し口1を挿し込んで胴付寸法Lとする実施形態等においても、同様にしてこの発明は採用し得る。すなわち、図11(a)に示すように、挿し口1のフランジ10を支持する適宜位置に突起1cを溶接し、その挿し口1を胴付寸法Lより少し短め(長さα)に挿し込む。その後、同図(b)から(c)に示すように、受口2のボルト12に保護リング13及び推進力伝達材14を当てがい、同図(d)に示すように、挿し口1をさらに挿し込んで、フランジ10を推進力伝達材14に当接することにより、胴付寸法Lとする。以後、上述の実施形態と同様にして新管Pを推進する。
【0032】
その胴付寸法Lへの挿し込み時、受口2(先行き新管P)が動いてはいけないため、図13に示す、受口反力板60を先行きの管Pとさや管P’の間に介設する。この受口反力板60は、先行き管Pの受口2内側に嵌められる枠体61と、その枠体61の四角にねじ込まれた受け62とから成り、図12a及び同bに示すように、枠体61を先行き新管Pに嵌め、受け62を回して進退させて、その受け62をさや管P’の端面に当接させるとともに受口反力板60を先行き新管Pに固定する(先行き新管Pに対しその受口2の方向に移動不可にする)ことにより、さや管P’に対し先行き新管Pが推進方向に動かないようにする。この状態において、 管押出装置20により新管Pを推進して、図11(d)の胴付寸法Lの接合状態になれば、受口反力板60は外して、上述の推進作用に移行する。レール21の支持構造としては、図14に示すように、レール21の断面コ字状側板21aに挿し通された脚70に二つナット71をその側板21aを介在してねじ込み、その両ナット71のねじ止め位置でレール21を所要高さに位置させる等の種々の手段を採用できる。
【0033】
上記各実施形態は、S形継手のさや管推進工法の場合であったが、NS形継手などの種々の継手態様、及びその種々の継手態様のパイプインパイプ工法は勿論のこと、さや管P’を有しない、管Pを直接に土中に埋設しながら掘削推進する工法、例えば、さや管推進工法におけるヒューム管や鋼管等のさや管などの掘削推進工法においても、この発明は採用し得ることは勿論である。
【0034】
【発明の効果】
この発明は、以上のように尺取虫状に動いて管を押し込むようにしたので、ストラットなどの介在をする必要がないため、作業性が向上する。
【図面の簡単な説明】
【図1a】一実施形態の推進作用図
【図1b】同推進作用図
【図1c】同推進作用図
【図1d】同推進作用図
【図1e】同推進作用図
【図2a】同実施形態の管押出装置の作用図
【図2b】同管押出装置の作用図
【図2c】同管押出装置の作用図
【図2d】同管押出装置の作用図
【図3】同実施形態の管接続作用図
【図4】同実施形態の一部平面図
【図5】同実施形態の管押出装置の要部斜視図
【図6】同実施形態のレールを示し、(a)は平面図、(b)は右側面図、(c)は正面図
【図7】同実施形態の管芯出し装置を示し、(a)は平面図、(b)は正面図
【図8】同管芯出し装置の作用図
【図9】同管芯出し装置の他例を示し、(a)は正面図、(b)は作用図
【図10】同管支持装置を示し、(a)は左側面図、(b)は要部正面図
【図11】他の実施形態の管接続作用図
【図12a】同実施形態の推進作用図
【図12b】図12aの切断左側面図
【図13】同実施形態の受口反力板を示し、(a)は正面図、(b)は右側面図
【図14】他の実施形態を示し、(a)は概略正面図、(b)は左側面図
【図15】さや管推進工法の説明図
【図16a】従来例の作用図
【図16b】従来例の作用図
【図16c】従来例の作用図
【符号の説明】
P 推進管
P’ さや管(既設管)
H 脚
S 発進坑
R 到達坑
1 挿し口
2 受口
3 挿し口突起
5 ロックリング
10 フランジ
14 推進力伝達材
20 管押出装置
21 レール
22 レール側係止孔
30 伸縮機
31a 前側受台
31b 後側受台
32 油圧ジャッキ
33 係止爪
34 伸縮機側係止孔
40 新管芯出し装置
41 基台
42 油圧ジャッキ
43 リンク機構
44 受けローラ
50 先行き管支持装置
51 油圧ジャッキ
52 受台
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a propulsion method for embedding underground while connecting pipes, and a pipe pressing device and a pipe centering device used therefor.
[0002]
[Prior art]
As a method of embedding fluid transport pipes such as ductile cast iron pipes, only the start pit and the access pit are excavated on the ground, and the pipe is connected from the start pit to the access pit and is buried underground. This propulsion method is widely used because it does not require excavation over the entire length of the pipe. The propulsion method includes a pipe-in-pipe method in which a new ductile cast iron pipe or other fluid transport pipe is inserted into an existing old fluid transport pipe, and a sheath such as a fume pipe or a steel pipe is propelled and buried. There is a sheath propulsion method or the like in which a pipe for transporting fluid such as a ductile cast iron pipe is inserted into the pipe.
[0003]
In this propulsion method, as shown in FIG. 15, a new pipe P having a smaller diameter is inserted into an existing pipe or sheath pipe P ′ buried between the start pit S and the arrival pit R. In the starting pit S, a hydraulic jack J is installed on an insertion base D. The rear portion of the hydraulic jack J abuts against the reaction force receiver F, and the front portion presses the new pipe P via the strut B. It has become. As shown in FIG. 16a, the new pipe P is hung with a crane or the like and lowered into the start pit S, and the insertion port 1 at the tip is inserted into the receiving port 2 at the rear end of the new pipe P, Thereafter, by pushing the outgoing pipe P with the hydraulic jack J, the new pipe P is pushed into the existing pipe (sheath pipe) P ′ as shown in FIGS. 16b and 16c. A leading sled K is attached to the tip of the leading new pipe P (see Patent Document 1).
[0004]
[Patent Document 1]
Japanese Patent Laid-Open No. 2002-276284 Paragraph 0003 FIG.
[0005]
[Problems to be solved by the invention]
In this propulsion method, it is impossible to insert the entire length of the new pipe P only by the extension stroke of the hydraulic jack J (see FIG. 16c). For this reason, after inserting the new pipe P to the full stroke of the hydraulic jack J, the hydraulic jack J is contracted and returned to the original position, and as shown in FIGS. 16b and 16c, the hydraulic jack J and the new pipe P The entire length of the new pipe P is inserted by repeating the operation of inserting an appropriate number of struts B in between and performing the extension action of the hydraulic jack J again.
[0006]
The transportation, insertion, and removal of the strut B require complicated labor and time because the strut B is heavy.
[0007]
Further, since the new pipe P is simply placed on the insertion base D, when the new pipe P is inserted, the new pipe P and the base D and the strut B and the base D are moved in contact with each other. It becomes. For this reason, the movement resistance of the new pipe P and the strut B is large, and a high output hydraulic jack J is required, and it is difficult to obtain a smooth insertion action.
[0008]
Further, when centering the new pipe P with the future pipe P by lifting its insertion slot 1, as shown in FIG. 16a, the new pipe P is centered while being suspended by a crane or the like. Occupying the ground, etc., and work on the ground may be delayed. That is, workability is poor.
[0009]
This invention makes it the 1st subject to eliminate the insertion / extraction of the strut B, and makes it easy to perform centering while being able to move the new tube inserted smoothly.
[0010]
[Means for Solving the Problems]
In order to achieve the first object, the present invention is configured to move a tube pressing device such as the hydraulic jack in the shape of a worm. When moving from a stretched state, it moves to the tip side when it contracts from the stretched state, and when it stretches, it stretches starting from the rear end side of the contracted state, and advances by repeating the operation. Therefore, it is not necessary to interpose the strut B between the hydraulic jack and the new pipe (see FIGS. 1a to 1e).
[0011]
Specific embodiments of the tube extrusion device include a receiving base divided into front and rear, an extender provided between the front and rear receiving bases to contact and separate the both receiving bases, and the both ends in the axial direction of the pipe. The two cradles can be moved to the rails via a one-way clutch, and the telescopic parts of the cradles can be moved on the rails in the shape of the scale insect. A moving configuration can be adopted.
[0012]
In this configuration, if a one-way clutch that acts against the force in the backward direction (stops the backward movement) is used, when the expansion / contraction machine extends, a backward force acts on the rear cradle and stops. A forward force is applied to the front cradle and the vehicle is moved forward. For this reason, a new pipe is moved ahead by advance of a reception stand on the front side. On the other hand, at the time of contraction, a backward force is applied to the front cradle and the vehicle is stopped, and a forward force is applied to the rear cradle to move forward. For this reason, the rear cradle moves forward and approaches the front cradle. In this way, the front and rear cradle move like a scale insect.
[0013]
The one-way clutch is composed of a claw provided on each pedestal so as to be movable up and down, and a hole into which the claw is formed in the rail at equal intervals in the length direction. The claw is pushed so as to move upward in one direction of movement of the cradle and can be moved out of the hole, and the claw is fitted in the hole in movement in the other direction. It is possible to adopt a configuration or the like that prevents the movement.
[0014]
In order to achieve the second object, the present invention receives and guides the lower surface of the backward tube with a roller, and the roller can be moved up and down so that the tube can be centered, or the forward tube is moved backward. When connecting these tubes, the future tube was centered with its lower surface supported.
[0015]
As these centering devices, a configuration is adopted in which the roller is provided at the connection point of the link mechanism, and the link mechanism is raised and lowered by an extender to raise and lower the tube guide roller.
[0016]
Embodiment
This embodiment relates to a sheath tube propulsion method in which a new tube P is inserted into a sheath tube P ′ with an S-shaped joint structure as described in Patent Document 1 and the like. In the S-shaped joint structure, as shown in FIG. 3C, a protrusion 3 is provided at the tip of the insertion slot 1, and a lock ring 5 is provided on the inner surface of the receiving slot 2, and a rubber ring 6 and a backup ring 6a are interposed. After the insertion port 1 is inserted into the receiving port 2, the push ring 9 is applied to the rubber ring 6 through the split ring 9a, and the stud bolt 12 is screwed into the receiving port 2 through the push ring 9 and fastened. The rubber ring 6 is pushed in and sealed.
[0017]
An annular flange (saddle band) 10 with a guide roller is fitted on the outer periphery of the insertion port 1 outside the receiving port 2, and a protective ring 13 is interposed between the flange 10 and the stud bolt 12 (end surface of the receiving port 2). A propulsive force transmission material 14 is provided. This propulsive force transmission member 14 is a ring-shaped member divided into two in the circumferential direction.
[0018]
First, as shown in FIG. 3 (a), the S-shaped joint is inserted into the receiving port 2 with the insertion port 1 up to the position of the specified body dimension L, and the receiving port 2 and the insertion port 1 are joined. Shift the protective ring 13 to the position where it hits the head of the bolt 12 and attach the two-part propulsive force transmission material 14 in the form of a ring (FIG. 2 (b)). And fasten (Fig. 3C). In this state, a propulsive force is applied by the hydraulic jack J to propel the vehicle from the start pit S toward the arrival pit R.
[0019]
As shown in FIG. 1A, the propulsion work is performed by lowering the new pipe P to the pipe pushing device 20 and the new pipe centering device 40 in the start shaft S by a crane or the like as shown in FIG. 1a. Both devices are provided on a leg H, and as the leg H, H steel or square bar can be used. The leg H and the rail 21 of the tube extrusion device 20 constitute a starting base.
[0020]
The tube extrusion device 20 includes the rail 21 in the propulsion direction (tube axis direction) and an extender 30 that moves on the rail 21, and the rail 21 has locking holes at a constant pitch on both sides as shown in FIG. 22 is formed. The pitch is appropriately selected in consideration of the extension amount of the expansion / contraction machine 30 described later so that the expansion / contraction apparatus 30 can move smoothly in the shape of a worm. Depending on the length of the new pipe P and the size of the start pit S, the rail 21 is used in combination of several types of appropriate lengths. At that time, each rail 21 is structured to be connectable by bolting or the like.
[0021]
As shown in FIGS. 2 and 5, the extender 30 includes front and rear receiving bases 31 a and 31 b, a hydraulic jack 32, and a locking claw 33, and two engagements are provided on both sides of the receiving bases 31 a and 31 b. A stop hole 34 is formed. The outer locking hole 34 penetrates the lower surface, and when the locking claw 33 is inserted into the locking hole 34, the locking claw 33 penetrates and corresponds to the locking hole 22 of the rail 21 so as to be freely inserted and removed . The inner locking hole 34 does not penetrate. The locking claw 33 has an inclined surface 33a that faces downward from the front to the back (see FIG. 5), and is inserted into the outer locking holes 34 of the receiving bases 31a and 31b (inserted fitted state). When the cradle 31a, 31b moves forward (rightward in FIG. 5), the locking claw 33 moves up with the inclined surface 33a even if it is fitted in the locking hole 22 of the rail 21. Then, the fitting with the locking hole 22 is released, and the movement of the receiving bases 31a and 31b is allowed. On the other hand, when the cradle 31a, 31b moves backward, the locking claw 33 is fitted into the locking hole 22 of the rail 21, and the vertical rear surface 33b abuts on the rear surface of the locking hole 22 to receive the locking claw 33. The movement of the bases 31a and 31b is prevented.
[0022]
A hydraulic jack 32 is provided between the front and rear receiving bases 31 a and 31 b, and the receiving bases 31 a and 31 b are brought into contact with and separated from each other by the expansion and contraction of the hydraulic jack 32. For this reason, when the hydraulic jack 32 is extended from the state shown in FIG. 2a, the rear receiving base 31b is stopped, the front receiving base 31a is moved forward as shown in FIG. 2b, and the hydraulic jack 32 is fully extended. At this point, the locking claw 33 of the front receiving base 31 a is fitted into the locking hole 22 of the rail 21. From this state, when the hydraulic jack 32 contracts, the front receiving base 31a stops, and as shown in FIG. 2c, the rear receiving base 31b moves forward, and the hydraulic jack 32 has fully contracted. As shown in FIG. 4, the locking claw 33 of the rear receiving base 31 b fits into the locking hole 22 of the rail 21. This action is repeated, and the extender 30 advances in the shape of a scale insect. In the figure, 36 is a rolling roller, and 37 is a tube mounting table. Note that the hydraulic pressure is switched to the hydraulic jack 32 instantaneously by operating a lever (not shown).
[0023]
The new tube centering device 40 is installed in the front upper surface groove portion of the rail 21 as shown in FIGS. 1 and 4, and as shown in FIGS. 7 and 8, the hydraulic jack on the base 41 is installed. 42 and a link mechanism 43, and a receiving roller 44 is provided at a connection point of the link mechanism 43. When the hydraulic jack 42 extends from the contracted state of FIG. 7 as shown in FIG. 8, the link mechanism 43 rises and the roller 44 rises. For this reason, if the roller 44 receives the lower surface of the front portion of the new pipe P and adjusts the degree of elevation, the new pipe P can be centered.
[0024]
As the new pipe centering device 40, the hydraulic jack 42 may be a link of the link mechanism 43 as shown in FIG. 9. This is moved up and down by receiving the new pipe P by the action of (a) to (b) or (b) to (a) by contraction of the hydraulic jack 42. This device 40 is shorter and more compact than that of FIG. The roller 44 is made of a material that does not damage the new tube P, such as resin or rubber.
[0025]
As shown in FIG. 10, the forward pipe support device 50 is provided with a hydraulic jack 51 on a leg H, and a pedestal 52 is provided at the tip of the hydraulic jack 51. For this reason, as shown in the figure, the hydraulic jack 51 is extended and the lower surface of the receiving portion of the pipe P is supported by the pedestal 52 and maintained at a predetermined level (centered). The cradle 52 is made of metal, and considering that the pipe P is not damaged, an elastic material such as rubber may be provided on the upper surface (the cradle surface) of the cradle 52. As another means for not damaging the tube P, it is conceivable to make the cradle 52 itself made of resin.
[0026]
The structures of the new tube centering device 40 and the future tube support device 50 can be mutually converted. That is, the latter can be replaced with the hydraulic jack 51 shown in FIG. 10 as the link mechanism 43, and the former can be replaced with the hydraulic jack 51 standing up instead of the link mechanism 43 shown in FIGS. However, the link mechanism 43 converts the movement of the jack 42 in the horizontal direction into the vertical movement of the roller 44 and supports the new pipe P, so that the link mechanism 43 is moved up and down like the jack 51 of the forward pipe support device 50. Does not require a large space. For this reason, it is advantageous when installing on the rail 21 with no space in the vertical direction.
[0027]
As described above, the pipe pushing device 20 and the like are provided in the start pit S. As described above, when the new pipe P is lowered in the start pit S as shown in FIGS. As shown, the propulsive force transmission member 14 and the like are attached to the outer peripheral surface of the insertion port 1 of the new pipe P. The attaching operation of the propulsive force transmission member 14 and the like can be performed before the new pipe P is lowered. Further, the centering device 40 and the support device 50 center and support the new pipe P and the forward pipe P.
[0028]
After or before the installation of the propulsion force transmission member 14, the tube pusher 20 pushes and advances the new tube P and inserts the insertion port 1 into the receiving port 2 of the future tube P as shown in FIG. The S-type joint structure shown in FIG.
[0029]
After the S-shaped joint structure is obtained, as shown in FIGS. 1c to 1d, the pipe pushing device 20 is advanced by expanding and contracting the hydraulic jack 32 while the S-shaped joint structure is maintained. The new pipe P is pushed and pushed by the advance of the front receiving base 31a, and the new pipe P is further pushed. When the new pipe P is inserted into the sheath pipe P ′ made of a fume pipe up to the state shown in FIG. 1e, the locking claws 33 of the front and rear receiving bases 31a and 31b are removed from the outer locking holes 34 and the inner locking is performed. Reinserting into the hole 34 eliminates the engagement with the locking hole 22. Thereby, the pipe | tube extrusion apparatus 20 can be moved back, and is returned to the initial position of FIG. 1a by appropriate means, such as human power. At this time, an electric motor can be provided in the tube extrusion device 20 so that the roller 36 or the like can be rotated for self-running. Further, by inserting the locking claw 33 into the locking holes 34 and 22 in reverse (the inclined surface 33a is directed backward), the expansion / contraction machine 30 (hydraulic jack 32) can be retracted.
[0030]
Thereafter, by repeating the above-described action, the new pipes P are sequentially inserted toward the reaching pit R to form a pipe line.
[0031]
In the above embodiment, the insertion port 1 is inserted into the receiving port 2 by the amount L of the body from the beginning. However, as shown in FIG. 11, the insertion of the body size L + α is initially performed, and finally, the insertion port 1 is further inserted. The present invention can be similarly adopted in the embodiment in which the body size L is inserted. That is, as shown in FIG. 11A, the protrusion 1c is welded to an appropriate position for supporting the flange 10 of the insertion slot 1, and the insertion slot 1 is inserted slightly shorter (length α) than the body size L. . Thereafter, as shown in FIGS. 2B to 2C, the protective ring 13 and the propulsive force transmission material 14 are applied to the bolt 12 of the receiving port 2, and the insertion port 1 is inserted as shown in FIG. Further, by inserting the flange 10 into contact with the propulsive force transmission member 14, the body size L is obtained. Thereafter, the new pipe P is promoted in the same manner as the above-described embodiment.
[0032]
Since the receiving port 2 (forward new tube P) should not move when inserting into the body size L, the receiving reaction plate 60 shown in FIG. 13 is placed between the forward tube P and the sheath tube P ′. To intervene. The receiving reaction plate 60 includes a frame body 61 fitted inside the receiving opening 2 of the forward pipe P, and a receiver 62 screwed into a square of the frame body 61, as shown in FIGS. 12a and 12b. Then, the frame body 61 is fitted into the future new pipe P, and the receiver 62 is rotated to advance and retreat, so that the receiver 62 comes into contact with the end surface of the sheath pipe P ′ and the receiving reaction force plate 60 is fixed to the future new pipe P. (The forward new pipe P is not allowed to move in the direction of the receiving port 2), so that the forward new pipe P is prevented from moving in the propulsion direction with respect to the sheath pipe P ′. In this state, when the new tube P is propelled by the tube extruding device 20 and becomes the joined state of the body size L in FIG. 11 (d), the receiving reaction force plate 60 is removed and the above-described propulsion action is performed. To do. As shown in FIG. 14, the rail 21 has a support structure in which two nuts 71 are screwed into a leg 70 inserted through the U-shaped side plate 21a of the rail 21 through the side plate 21a. Various means such as positioning the rail 21 at a required height at the screwing position can be employed.
[0033]
Each of the above embodiments was the case of the S-type joint sheath pipe propulsion method, but various joint modes such as NS type joints and pipe-in-pipe methods of the various joint modes, as well as the sheath pipe P The present invention can also be applied to a method for excavating and propelling pipes P without being embedded in the soil, for example, excavating and propelling methods for sheath pipes such as fume pipes and steel pipes in the sheath pipe propulsion method. Of course.
[0034]
【The invention's effect】
According to the present invention, since the tube is pushed in by moving in the shape of a worm as described above, workability is improved because there is no need to interpose a strut or the like.
[Brief description of the drawings]
FIG. 1a is a diagram showing a propulsion action of the embodiment. FIG. 1b is a diagram showing the propulsion action. FIG. 1c is a diagram showing the propulsion action. FIG. 1e is a diagram showing the propulsion action. Fig. 2b Fig. 2c Fig. 2c Fig. 2d Fig. 2d Fig. 2d Fig. 2d Fig. 2d Fig. 2d Fig. 2d Fig. 2d FIG. 4 is a partial plan view of the embodiment. FIG. 5 is a perspective view of a main part of the tube extrusion device of the embodiment. FIG. 6 shows the rail of the embodiment. b) right side view, (c) front view. FIG. 7 shows the tube centering device of the embodiment, (a) is a plan view, and (b) is a front view. [FIG. 8] tube centering device. Fig. 9 shows another example of the tube centering device, (a) is a front view, (b) is an operation diagram, Fig. 10 shows the tube support device, (a) is a left side view, (B) is the main part front FIG. 11 is a diagram of the pipe connection action of another embodiment. FIG. 12a is a driving action diagram of the embodiment. FIG. 12b is a cutaway left side view of FIG. 12a. , (A) is a front view, (b) is a right side view [FIG. 14] shows another embodiment, (a) is a schematic front view, (b) is a left side view [FIG. 15] Explanatory drawing [FIG. 16a] Operation diagram of conventional example [FIG. 16b] Operation diagram of conventional example [FIG. 16c] Operation diagram of conventional example [Explanation of symbols]
P propulsion pipe P 'sheath pipe (existing pipe)
H leg S start pit R arrival mine 1 insertion port 2 receiving port 3 insertion port projection 5 lock ring 10 flange 14 propulsion force transmission material 20 pipe extrusion device 21 rail 22 rail side locking hole 30 telescopic device 31a front side receiving base 31b rear side Receiving base 32 Hydraulic jack 33 Locking claw 34 Telescopic machine side locking hole 40 New pipe centering device 41 Base 42 Hydraulic jack 43 Link mechanism 44 Receiving roller 50 Forward pipe support device 51 Hydraulic jack 52 Receiving base

Claims (3)

先行きの管(P)に後行きの管(P)を接続しつつ前記後行きの管(P)を押圧推進させて地下に埋設する推進工法に使用する、前記後行きの管(P)の押圧装置(20)であって、
前後に分割された受台(31a、31b)と、その前後の受台(31a、31b)の間に設けられて両受台(31a、31b)を接離する伸縮機(32)と、上記管(P)の軸方向の前記両受台の移動用レール(21)とから成り、前記両受台(31a、31b)は前記レール(21)に一方向クラッチを介して移動可能になって、前記伸縮機(32)の伸縮により、前記両受台(31a、31b)を尺取虫状に前記レール(21)上を動かして、その前側の受台(31a)の前進により、上記後行きの管(P)を押圧推進させるとともに、その一の後行きの管(P)を押圧推進した後にはその押圧推進の初期位置に後退するものであり、
かつ、上記一方向クラッチが、各受台(31a、31b)に上下動自在に設けた爪(33)と、上記レール(21)にその長さ方向等間隔に形成した前記爪(33)が抜き差し自在に嵌る孔(22)とから成り、前記爪(33)が孔(22)に差し込まれた嵌合状態は、前記受台(31a、31b)の上記推進させる方向である一方向の動きには前記爪(33)が上動するように押されて孔(22)から外れて受台(31a、31b)の移動を可能にし、他方向の動きには前記爪(33)が孔(22)に嵌まって受台(31a、31b)の移動を阻止するようになり、前記爪(33)が孔(22)から抜かれた状態は、前記受台(31a、31b)の一方向及び他方向の移動が可能になって、その他方向の移動により上記初期位置に後退することを特徴とする推進工法用管押圧装置。
The following pipe (P) is used for a propulsion method in which the subsequent pipe (P) is connected to the future pipe (P) while being pushed and propelled and buried underground. A pressing device (20) comprising:
The stretcher (32) provided between the cradle (31a, 31b) divided into the front and rear, the cradle (31a, 31b) at the front and back, and contacting and separating the cradle (31a, 31b); It consists of a rail (21) for moving the two pedestals in the axial direction of the pipe (P), and the two pedestals (31a, 31b) are movable to the rail (21) via a one-way clutch. , by expansion and contraction of the telescopic device (32), wherein both bearers (31a, 31b) to move the rail (21) on the inchworm shape and the advancement of the front cradle (31a), the rear flights The pipe (P) is pushed and propelled, and after pushing and propelling the one subsequent pipe (P), the pipe is moved back to the initial position of the push propulsion ,
And the said one-way clutch has the nail | claw (33) provided in each cradle (31a, 31b) so that vertical movement was possible, and the said nail | claw (33) formed in the said rail (21) at equal intervals in the length direction. It is composed of a hole (22) that can be freely inserted and removed, and the fitting state in which the claw (33) is inserted into the hole (22) is a one-way movement that is the propulsion direction of the cradle (31a, 31b). The claw (33) is pushed so as to move upward and is removed from the hole (22) to allow the cradle (31a, 31b) to move. 22), the movement of the cradle (31a, 31b) is prevented, and the state in which the claw (33) is removed from the hole (22) is the direction of the cradle (31a, 31b) and What Do allow other movement is, it retreats to the initial position by the movement of the other direction Preparative jacking method pipe pressing device according to claim.
上記爪(33)は、下面が上記一方向に向かって下向き後方に傾斜する傾斜面(33a)となって、上記受台(31a、31b)の前記一方向の動きには上動し押されて孔(22)から外れてその受台(31a、31b)の移動を可能にするものであることを特徴とする請求項1に記載の推進工法用管押圧装置。  The claw (33) has an inclined surface (33a) whose lower surface is inclined downward and rearward in the one direction, and is moved upward and pushed by the movement in the one direction of the cradle (31a, 31b). 2. The tube pressing device for propulsion method according to claim 1, wherein the tube pressing device is capable of moving the receiving base (31a, 31b) out of the hole (22). 上記爪(33)が、上記傾斜面(33a)が上記他方向に向かって下向き後方に傾斜するように孔(22)に差し込まれた嵌合状態は、前記受台(31a、31b)の他方向の動きには前記爪(33)が上動するように押されて孔(22)から外れて受台(31a、31b)の移動を可能にすることを特徴とする請求項2に記載の推進工法用管押圧装置。  The fitting state in which the claw (33) is inserted into the hole (22) so that the inclined surface (33a) is inclined downward and rearward in the other direction is in addition to the cradle (31a, 31b). 3. The pedestal (31a, 31b) according to claim 2, characterized in that the claw (33) is pushed so as to move upward in the direction of movement to disengage from the hole (22) and allow the cradle (31a, 31b) to move. Pipe pressing device for propulsion method.
JP2003027460A 2003-02-04 2003-02-04 Pipe pressing device for propulsion method Expired - Lifetime JP4122242B2 (en)

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Cited By (2)

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KR102367030B1 (en) * 2020-11-17 2022-02-24 삼성엔지니어링 주식회사 Unit for transporting large-scale duct, and device and method for installing large-scale duct

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