JPH05280665A - Direction correcting method when propelling welded steel pipe into ground - Google Patents

Direction correcting method when propelling welded steel pipe into ground

Info

Publication number
JPH05280665A
JPH05280665A JP4082202A JP8220292A JPH05280665A JP H05280665 A JPH05280665 A JP H05280665A JP 4082202 A JP4082202 A JP 4082202A JP 8220292 A JP8220292 A JP 8220292A JP H05280665 A JPH05280665 A JP H05280665A
Authority
JP
Japan
Prior art keywords
steel pipe
dummy
pipe
welded
pit
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP4082202A
Other languages
Japanese (ja)
Inventor
Mitsutoshi Hayashi
光俊 林
Akitaka Fujita
明孝 藤田
Shingo Nagashima
伸吾 長島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tokyo Gas Co Ltd
Original Assignee
Tokyo Gas Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Tokyo Gas Co Ltd filed Critical Tokyo Gas Co Ltd
Priority to JP4082202A priority Critical patent/JPH05280665A/en
Publication of JPH05280665A publication Critical patent/JPH05280665A/en
Pending legal-status Critical Current

Links

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To correct a direction without bending a welded steel pipe by connecting dummy pipes between an excavating machine and the welded steel pipe in the point end by forming a connecting part bendable. CONSTITUTION:Dummy pipes D-1, D-2 are interposed between an excavating machine 13 and the first steel pipe A-1. These dummy pipes D-1, D-2 are bendably constituted by giving flexibility to a connecting part therebetween. That is, the first dummy pipe D-1 is mounted to the excavating machine 13, lowered down to a starting pit (a) and advanced by a fixed distance into the ground by a jack 11. Next, the second dummy pipe D-2 is connected and advanced by a fixed distance by the jack 11. Then, the first steel pipe A-1 is connected and advanced by a fixed distance. Further, the second steel pipe is welded and similarly advanced. Thereafter, similar operation is repeated. Even when a line change is generated in this work, the dummy pipes D-1, D-2 are bent therebetween to change a direction and then to only generate bending a little between the dummy pipe D-2 and the steel pipe A-1, and thereafter large bending can be suppressed.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、溶接した鋼管を土中に
推進させる際、この鋼管が計画路線から外れた場合にこ
れを方向修正する方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of propelling a welded steel pipe into the soil and correcting the direction of the steel pipe if it deviates from a planned route.

【0002】[0002]

【従来の技術】図2に示すような先端に掘削機1を取り
付けた配管材2を発進坑a内において接合しながら到達
坑bまでジャッキ3により推進して行く所謂推進工法に
おいて、土質の不均一さ等が原因して、計画路線から推
進方向がズレることがある。この方向修正方法として、
従来は掘削機1を首振り型機構となし、この首振りの作
用を利用して計画路線に修正する方法が採用されてい
る。
2. Description of the Related Art In a so-called propulsion method in which a pipe material 2 having an excavator 1 attached to its tip as shown in FIG. Due to the uniformity, the direction of propulsion may deviate from the planned route. As a method of correcting this direction,
Conventionally, the excavator 1 is configured as a swing type mechanism, and a method of correcting the planned route by utilizing the action of this swing is adopted.

【0003】[0003]

【発明が解決しようとする課題】しかし、上記従来の修
正方法の場合、ヒューム管のような場合には、この接合
部分において屈曲する余裕があるため、図2に示すよう
に屈曲しながら計画路線方向に修正することは可能であ
る。ところが、鋼管を溶接しながら推進させて行く場合
には、溶接部に屈曲する柔軟性がないために、掘削機で
方向修正しようとしても、図3に示すように、鋼管4の
剛性が掘削機1の修正力よりも優れて方向修正が困難に
なる。
However, in the case of the conventional correction method described above, in the case of a fume pipe, there is a margin to bend at this joint portion, and therefore the planned route while bending as shown in FIG. It is possible to correct in the direction. However, when the steel pipe is propelled while welding, since the welded portion has no flexibility to bend, the rigidity of the steel pipe 4 does not change as shown in FIG. It is better than the correction power of 1 and it becomes difficult to correct the direction.

【0004】本発明の目的は、溶接鋼管において計画路
線に方向修正するための方法を提供することである。
It is an object of the present invention to provide a method for redirecting planned lines in welded steel pipe.

【0005】[0005]

【課題を解決するための手段】本発明に係る溶接した鋼
管を土中に推進させる際の方向修正方法は次のとおりで
ある。
The method of correcting the direction when propelling the welded steel pipe according to the present invention into the soil is as follows.

【0006】配管区間に発進坑と到達坑を掘削し、発進
坑内に降ろした鋼管を溶接しながら後方より推進力を与
えて到達坑まで推進させることにより配管を行う方法に
おいて、掘削機と先頭の溶接鋼管との間に接合部に屈曲
性を持たせたダミー管を継ぎ、このダミー管の接合部の
屈曲作用を利用して溶接した鋼管を計画路線に方向修正
する方法。
In a method of excavating a starting pit and a reaching pit in a pipe section, welding a steel pipe dropped in the starting pit, and applying a propulsive force from the rear to propel it to the reaching pit, the excavator and the leading pit are connected. A method in which a dummy pipe whose joint has flexibility is joined to the welded steel pipe and the direction of the welded steel pipe is corrected to the planned route by utilizing the bending action of the joint of this dummy pipe.

【0007】[0007]

【実施例】図1に本発明に係る溶接鋼管を土中に推進さ
せる際の方向修正方法を示す。
FIG. 1 shows a method for correcting the direction when propelling a welded steel pipe according to the present invention into the soil.

【0008】aは発進坑、bは到達坑、10は発進台、
11はジャッキ、12は押し輪、13は掘削機、D−
1、D−2はダミー管、A−1、A−2は鋼管にして、
次の手順で施工される。
A is a starting shaft, b is a reaching shaft, 10 is a starting base,
11 is a jack, 12 is a push wheel, 13 is an excavator, D-
1, D-2 are dummy pipes, A-1 and A-2 are steel pipes,
It will be constructed in the following procedure.

【0009】先ず、発進坑a及び到達坑bを掘削し、発
進坑a内には推進台10及びジャッキ11を設置する。
次に、先端に掘削機13を取り付けた1本目のダミー管
(ヒューム管)D−1を発進坑a内に降ろし、ジャッキ
11を利用してこれを先ず土中に一定量推進させ、次に
2本目のダミー管(ヒューム管)D−2を発進坑a内に
降ろし、1本目のダミー管D−1の後方に継ぎ、2本目
のダミー管D−2の後方にジャッキ11を利用して推進
圧をかけて一定量推進させ、次に発進坑a内に1本目の
鋼管A−1を降ろし、2本目のダミー管D−2の後方に
継ぎ、この1本目の鋼管A−1の後方にジャッキ11を
利用して推進圧をかけて一定量推進させ、次に発進坑a
内に2本目の鋼管A−2を降ろし、1本目の鋼管A−1
の後端に2本目の鋼管A−2の先端を溶接し、この2本
目の鋼管A−2の後方にジャッキ11を利用して推進圧
をかける。同様にして3本目以降の鋼管を溶接しながら
推進させて行く。そして、掘削機13及び1本目と2本
目のダミー管D−1、D−2並びに1本目の鋼管A−1
が到達坑に現れたところで掘削機11と1本目と2本目
のダミー管D−1、D−2は取り外して回収し、再使用
する。
First, the starting pit a and the reaching pit b are excavated, and the propulsion table 10 and the jack 11 are installed in the starting pit a.
Next, the first dummy pipe (fume pipe) D-1 with the excavator 13 attached to the tip is lowered into the starting pit a, and the jack 11 is used to first propel it into the soil by a certain amount, and then Use the jack 11 behind the second dummy tube D-2 and connect the second dummy tube (Hume tube) D-2 into the starting pit a and connect it behind the first dummy tube D-1. Propulsion pressure is applied to propel a certain amount, then the first steel pipe A-1 is lowered into the start pit a, and it is connected to the rear of the second dummy pipe D-2, and the rear of the first steel pipe A-1. The jack 11 is used to apply propulsion pressure to propel a certain amount, and then the start pit a
The second steel pipe A-2 is lowered into the inside, and the first steel pipe A-1
The front end of the second steel pipe A-2 is welded to the rear end of the second steel pipe A-2, and the jack 11 is used to apply propulsion pressure to the rear of the second steel pipe A-2. Similarly, the third and subsequent steel pipes are welded and propelled. Then, the excavator 13 and the first and second dummy pipes D-1 and D-2 and the first steel pipe A-1.
The excavator 11 and the first and second dummy pipes D-1 and D-2 are removed and collected and reused at the point where the appears in the reaching pit.

【0010】この推進工程において、掘削機13が計画
路線から外れ始めた際、発進坑a内から掘削機13を操
作して(首振り操作を行って)方向を修正する。この方
向修正が行われると、1本目と2本目のダミー管D−
1、D−2の継ぎ部分において屈曲が起こり、1本目の
ダミー管D−1、D−2が修正方向を向く。更に推進が
進むことにより、2本目のダミー管D−2と1本目の鋼
管A−1との間においても屈曲が起こり、この2ケ所の
屈曲作用で大体の場合方向修正は完了する。勿論、実施
に際して屈曲部は1ケ所或いは2ケ所以上設けるように
してもよい。なお、掘削機13は工場又は地上において
1本目のダミー管D−1に取り付けてもよい。
In this propulsion process, when the excavator 13 starts to deviate from the planned route, the excavator 13 is operated from inside the starting pit a (by swinging) to correct the direction. When this direction correction is performed, the first and second dummy tubes D-
Bending occurs in the joint portion of 1 and D-2, and the first dummy tubes D-1 and D-2 face the correction direction. As the propulsion further proceeds, bending also occurs between the second dummy pipe D-2 and the first steel pipe A-1, and the bending action at these two positions completes the direction correction in most cases. Of course, at the time of implementation, the bent portion may be provided at one place or at two or more places. The excavator 13 may be attached to the first dummy pipe D-1 at the factory or on the ground.

【0011】[0011]

【発明の効果】本発明は以上のように、溶接で鋼管を継
ぎながら推進させる場合に、この先頭側において掘削機
との間にダミー管を接続しておくことにより、このダミ
ー管の接合部分において掘削機の首振りに追従して屈曲
が起こり、ここで方向修正が行われる。よって、溶接鋼
管の場合でも、計画路線を外れないで配管が可能にな
る。
As described above, according to the present invention, when a steel pipe is spliced by welding and propelled, a dummy pipe is connected to the excavator on the leading side of the steel pipe so that the joint portion of the dummy pipe is connected. At, the bending follows the swing of the excavator, and the direction is corrected here. Therefore, even in the case of welded steel pipe, piping can be performed without deviating from the planned route.

【図面の簡単な説明】[Brief description of drawings]

【図1】本発明の実施例の説明図。FIG. 1 is an explanatory diagram of an embodiment of the present invention.

【図2】従来のヒューム管の場合の方向修正例の説明
図。
FIG. 2 is an explanatory diagram of a direction correction example in the case of a conventional Hume tube.

【図3】従来における溶接鋼管の場合の方向修正の説明
図。
FIG. 3 is an explanatory diagram of direction correction in the case of a conventional welded steel pipe.

【符号の説明】 a 発進坑 b 到達坑 10 発進台 11 ジャッキ 12 押し輪 13 掘削機 D−1 1本目ダミー管 D−2 2本目ダミー管 A−1 1本目鋼管 A−2 2本目鋼管[Explanation of Codes] a Start pit b Reach pit 10 Start pedestal 11 Jack 12 Push ring 13 Excavator D-1 1st dummy pipe D-2 2nd dummy pipe A-1 1st steel pipe A-2 2nd steel pipe

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 配管区間に発進坑と到達坑を掘削し、発
進坑内に降ろした鋼管を溶接しながら後方より推進力を
与えて到達坑まで推進させることにより配管を行う方法
において、掘削機と先頭の溶接鋼管との間に接合部に屈
曲性を持たせたダミー管を継ぎ、このダミー管の接合部
の屈曲作用を利用して溶接した鋼管を計画路線に方向修
正する方法。
1. A method of performing piping by excavating a starting pit and a reaching pit in a piping section, and applying a propulsive force from the rear side while propelling the steel pipe lowered in the starting pit to the reaching pit and excavating the excavator. A method in which a dummy pipe whose joint has flexibility is joined to the leading welded steel pipe, and the welded steel pipe is reoriented to the planned route by utilizing the bending action of the joint of this dummy pipe.
JP4082202A 1992-04-03 1992-04-03 Direction correcting method when propelling welded steel pipe into ground Pending JPH05280665A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4082202A JPH05280665A (en) 1992-04-03 1992-04-03 Direction correcting method when propelling welded steel pipe into ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4082202A JPH05280665A (en) 1992-04-03 1992-04-03 Direction correcting method when propelling welded steel pipe into ground

Publications (1)

Publication Number Publication Date
JPH05280665A true JPH05280665A (en) 1993-10-26

Family

ID=13767846

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4082202A Pending JPH05280665A (en) 1992-04-03 1992-04-03 Direction correcting method when propelling welded steel pipe into ground

Country Status (1)

Country Link
JP (1) JPH05280665A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012036597A (en) * 2010-08-05 2012-02-23 Nishimatsu Constr Co Ltd Jacking pipe direction variable structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012036597A (en) * 2010-08-05 2012-02-23 Nishimatsu Constr Co Ltd Jacking pipe direction variable structure

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