JPH0633691A - Direct pushshield drilling method - Google Patents

Direct pushshield drilling method

Info

Publication number
JPH0633691A
JPH0633691A JP19075392A JP19075392A JPH0633691A JP H0633691 A JPH0633691 A JP H0633691A JP 19075392 A JP19075392 A JP 19075392A JP 19075392 A JP19075392 A JP 19075392A JP H0633691 A JPH0633691 A JP H0633691A
Authority
JP
Japan
Prior art keywords
steel pipe
sheet
wall
leading
propelled
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.)
Withdrawn
Application number
JP19075392A
Other languages
Japanese (ja)
Inventor
Tadashi Teramoto
正 寺本
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP19075392A priority Critical patent/JPH0633691A/en
Publication of JPH0633691A publication Critical patent/JPH0633691A/en
Withdrawn legal-status Critical Current

Links

Landscapes

  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

PURPOSE:To protect a steel pipe itself with its coating and prevent the steel pipe from corrosion by sending out a sheet from a sheet outlet installed to a preceding steel and covering the rear end of the preceding steel pipe and the outer wall of the steel pipe accompanied by shielding. CONSTITUTION:Three sheet outlets 1a extending in a circumferential direction are installed to a preceding steel pipe in a lateral direction with an offset. Three sheets 2 wound around each reel 4 are sent out from each of the sheet outlets 1a. Each end 2a of the sheets is fixed with the rear end of the preceding steel pipe in the shielding direction which is the side wall of a shaft 5. Then, each sheet 2 is sent out from the sheet outlets 1a one by one, thereby covering the rear end of the preceding steel pipe 1 ad the outer wall of the steel pipe 3 accompanied by the shield of the preceding steel pipe 1. This construction makes it possible to prevent the outer wall of the steel pipe 3 from the earth and protect the steel pipe itself and its coating or the like from damages.

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、地中に鋼管を推進させ
る直押し推進工法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a direct thrusting method for propelling a steel pipe into the ground.

【0002】[0002]

【従来の技術】水道管やガス管などの鋼管を地中に敷設
する際、敷設される地点を地上から所定の深さまで開削
して敷設する開削工法が採用される場合がある。しか
し、鋼管が敷設される地点に道路や構造物などがあるこ
とにより開削工法を採用できない場合もある。この場
合、鋼管が敷設される地点の両端に立坑を掘り、一方の
立坑の側面に他の立坑に向かって先導鋼管が横坑を掘
り、この先導鋼管の後端に長手方向に連結された鋼管を
推進させる推進工法が採用されることがある。この推進
工法では、通常、鋼管が地中を土に接しながら推進され
るため、地中の石や岩石などにより鋼管の外壁を覆う防
蝕のための塗覆装や管本体までも損傷を受けて鋼管が腐
食することがある。これを防止するため、鋼管より径の
大きい鞘管と呼ばれる管をあらかじめ先導鋼管の後端に
推進し、この推進された鞘管の内部に鋼管をあらためて
推進する鞘管推進工法が用いられることが多い。また、
鋼管の外壁を覆う塗覆装を硬質化したり塗覆装を厚肉化
する等して損傷が防止された鋼管に、上記鞘管推進工法
を用いることなく、推進力を作用させて地中を推進させ
る直押し推進工法が用いられることもある。
2. Description of the Related Art When laying a steel pipe such as a water pipe or a gas pipe in the ground, there is a case where an excavation method is employed in which the spot to be laid is excavated from the ground to a predetermined depth. However, there are cases where the open-cut method cannot be used because there are roads and structures at the points where the steel pipes are laid. In this case, a vertical shaft is dug at both ends of the point where the steel pipe is laid, a leading steel pipe is dug on the side of one vertical shaft toward the other vertical shaft, and a steel pipe connected longitudinally to the rear end of this leading steel pipe. A propulsion method that promotes is sometimes adopted. In this propulsion method, the steel pipe is normally propelled while contacting the soil with the ground, so the stones and rocks in the ground also damage the coating for corrosion protection covering the outer wall of the steel pipe and the pipe body. Steel pipes may corrode. In order to prevent this, a sheath pipe propulsion method is used in which a pipe called a sheath pipe having a diameter larger than that of the steel pipe is previously propelled to the rear end of the leading steel pipe, and the steel pipe is newly propelled inside this propelled sheath pipe. Many. Also,
Steel pipes that have been prevented from damage by hardening the coating covering the outer wall of the steel pipe or thickening the coating, etc. A direct push propulsion method for propelling may be used.

【0003】[0003]

【発明が解決しようとする課題】上記従来の技術の鞘管
推進工法には、鞘管を推進させた後にあらためて鋼管を
推進させなければならないため、工数が増加して工期が
長期化するという問題がある。また直押し推進工法に用
いられる鋼管は、その外壁を覆う塗覆装を硬質化したり
厚肉化する等しなければならないため、標準の塗覆装が
施された鋼管より価格が高くなるという問題がある。
In the conventional sheath tube propulsion method described above, the steel tube must be propelled again after the sheath tube has been propelled, which increases the number of steps and prolongs the construction period. There is. In addition, the steel pipe used in the direct thrusting method has to be harder or thicker for the coating that covers the outer wall of the steel pipe, so the price is higher than for steel pipes with standard coating. There is.

【0004】本発明は、上記事情に鑑み、工期を短縮で
きるとともに標準の塗覆装が施された鋼管を使用できる
直押し推進工法を提供することを目的とする。
In view of the above circumstances, it is an object of the present invention to provide a direct thrusting construction method which can shorten the construction period and can use a steel pipe coated with standard coating.

【0005】[0005]

【課題を解決するための手段】上記目的を達成するため
の本発明の直押し推進工法は、先導鋼管の後端に連結さ
れた鋼管に推進力を作用させて該鋼管を地中に推進させ
る直押し推進工法において、鋼管が推進される横坑の外
側に一端が固定され、鋼管の推進方向前端側に広がって
先導鋼管に設けた孔を通り先導鋼管内もしくは鋼管内へ
延びるシートにより鋼管の外壁を覆いながら鋼管を推進
することを特徴とするものである。
According to the direct thrusting method of the present invention for achieving the above object, a propulsive force is applied to a steel pipe connected to a rear end of a leading steel pipe to propel the steel pipe into the ground. In the direct push propulsion method, one end is fixed to the outside of the horizontal shaft where the steel pipe is propelled, and the steel pipe is expanded by a sheet that extends into the front end side of the steel pipe in the propulsion direction and extends through the holes in the leading steel pipe or into the steel pipe. It is characterized by propelling a steel pipe while covering the outer wall.

【0006】[0006]

【作用】本発明の直押し推進工法は、シートの一端が、
鋼管が推進される横坑の外側に固定されるとともにシー
トの他端が、鋼管の推進方向前端側に広がって先導鋼管
に設けた孔を通り先導鋼管内もしくは鋼管内へ延び、こ
のシートにより鋼管の外壁を覆いながら鋼管が推進され
るため、鋼管は、その外壁が土に接触することなく地中
を推進される。これにより標準の塗覆装が施された鋼管
であっても、その塗覆装や鋼管本体に損傷を受けること
なく地中を推進することができる。
In the direct pushing propulsion method of the present invention, one end of the seat is
The steel pipe is fixed to the outside of the horizontal shaft that is propelled, and the other end of the sheet spreads toward the front end side of the steel pipe in the propulsion direction and extends through the hole formed in the leading steel pipe into or into the leading steel pipe. Since the steel pipe is propelled while covering the outer wall of the steel pipe, the steel pipe is propelled in the ground without the outer wall contacting the soil. As a result, even if the steel pipe is coated with a standard coating material, it can be propelled in the ground without being damaged by the coating material or the steel pipe body.

【0007】[0007]

【実施例】以下、本発明の実施例について説明する。図
1は、本発明の一例における、先導鋼管および鋼管の外
壁の一部を模式的に示す側面図である。先導鋼管1に
は、図1における横方向に段違いに、その円周方向に延
びる3つのシート出口1aが設けられ、この3つのシー
ト出口1aから3つのシート2が一部分重なりつつ、先
導鋼管1の後端部の外壁を覆うとともに、この先導鋼管
1の後端に連結された鋼管3の外壁も覆いながら、先導
鋼管1および鋼管3が地中を矢印で示す方向に推進され
る。
EXAMPLES Examples of the present invention will be described below. FIG. 1 is a side view schematically showing a leading steel pipe and a part of an outer wall of the steel pipe in an example of the present invention. The leading steel pipe 1 is provided with three sheet outlets 1a extending in the circumferential direction at different levels in the lateral direction in FIG. 1, and the three sheets 2 partially overlap with each other from the three sheet outlets 1a. The leading steel pipe 1 and the steel pipe 3 are propelled in the ground in a direction indicated by an arrow while covering the outer wall of the rear end portion and also covering the outer wall of the steel pipe 3 connected to the rear end of the leading steel pipe 1.

【0008】図2は、本発明の一例における、先導鋼管
および鋼管を断面し一部を省略して示す側面図である。
先導鋼管1の内壁にリール4が回動自在に軸着され、こ
のリール4にはシート2が巻回され、このシート2の一
端2aが、先導鋼管1に設けられたシート出口1aを通
って立坑5の側壁、即ち先導鋼管1の推進方向後端側に
固定されている。また先導鋼管1と鋼管3との間には止
水壁6が設けられている。推進にあたっては、シート2
が先導鋼管1の後端部および鋼管3の外壁を覆いなが
ら、先導鋼管1および鋼管3が地中を矢印で示される方
向に推進される。
FIG. 2 is a side view showing the leading steel pipe and the steel pipe in a cross section with a part omitted in an example of the present invention.
A reel 4 is rotatably attached to the inner wall of the leading steel pipe 1, a sheet 2 is wound around the reel 4, and one end 2a of the sheet 2 passes through a sheet outlet 1a provided in the leading steel pipe 1. It is fixed to the side wall of the vertical shaft 5, that is, to the rear end side of the leading steel pipe 1 in the propulsion direction. A water blocking wall 6 is provided between the leading steel pipe 1 and the steel pipe 3. Sheet 2 for promotion
While covering the rear end portion of the leading steel pipe 1 and the outer wall of the steel pipe 3, the leading steel pipe 1 and the steel pipe 3 are propelled in the ground in the direction indicated by the arrow.

【0009】シート2の一端2aは、先導鋼管1が推進
される前に立坑5の側壁に固定される。このため、先導
鋼管1および鋼管3が推進されると、リール4に巻回さ
れたシート2はリール4から巻き戻されてシート出口1
aから出ていき、先導鋼管1の後端部および鋼管3の外
壁を覆う。これにより、鋼管3の外壁は土と接触するこ
とがなく、鋼管3の塗覆装や鋼管3が損傷を受けること
が防止される。また、先導鋼管1と鋼管3との接続部に
は止水壁6が設けられているため、シート出口1aから
水なとが先導鋼管1の内部へ浸入しても、鋼管3の内部
へは浸入することが防止される。
One end 2a of the seat 2 is fixed to the side wall of the vertical shaft 5 before the leading steel pipe 1 is propelled. Therefore, when the leading steel pipe 1 and the steel pipe 3 are propelled, the sheet 2 wound around the reel 4 is unwound from the reel 4 and the sheet outlet 1
It goes out from a and covers the rear end part of the leading steel pipe 1 and the outer wall of the steel pipe 3. As a result, the outer wall of the steel pipe 3 does not come into contact with the soil, and the coating of the steel pipe 3 and the steel pipe 3 are prevented from being damaged. Further, since the water blocking wall 6 is provided at the connecting portion between the leading steel pipe 1 and the steel pipe 3, even if a water nozzle penetrates into the inside of the leading steel pipe 1 through the seat outlet 1a, it does not reach the inside of the steel pipe 3. Intrusion is prevented.

【0010】図3は、本発明の他の例における、先導鋼
管および鋼管を断面し一部を省略して示す側面図であ
る。前述した例(図1,図2参照)と同一の構成の要素
には、同一の番号を付して示す。鋼管3の内壁にリール
4が回動自在に軸着され、このリール4にはシート2が
巻回され、このシート2の一端2aが、先導鋼管1に設
けられたシート出口1aを通って立坑5の側壁に固定さ
れ、シート2が先導鋼管1の後端部および鋼管3の外壁
を覆いながら、先導鋼管1および鋼管3が地中を矢印で
示される方向に推進される。
FIG. 3 is a side view showing a leading steel pipe and a steel pipe in a sectional view with a part omitted in another example of the present invention. Elements having the same configurations as those of the above-described example (see FIGS. 1 and 2) are designated by the same reference numerals. A reel 4 is rotatably attached to the inner wall of the steel pipe 3, and a sheet 2 is wound around the reel 4. One end 2a of the sheet 2 passes through a sheet outlet 1a provided in the leading steel pipe 1 to form a vertical shaft. The sheet 2 is fixed to the side wall of the steel pipe 5, and the sheet 2 covers the rear end of the steel pipe 1 and the outer wall of the steel pipe 3, while the steel pipe 1 and the steel pipe 3 are propelled in the ground in the direction indicated by the arrow.

【0011】前述した例と同様、先導鋼管1が推進され
る前に、シート2の一端2aが立坑5の側壁に固定され
るため、先導鋼管1および鋼管3が推進されると、リー
ル4に巻回されたシート2は巻き戻されてシート出口1
aから出でいき、先導鋼管1の後端部および鋼管3の外
壁を覆う。これにより、鋼管3の外壁は土と接触するこ
とがなく、鋼管3の塗覆装や鋼管3が損傷を受けること
が防止される。
As in the above-mentioned example, since the one end 2a of the sheet 2 is fixed to the side wall of the vertical shaft 5 before the leading steel pipe 1 is propelled, when the leading steel pipe 1 and the steel pipe 3 are propelled, the reel 4 is moved to the reel 4. The wound sheet 2 is rewound to the sheet exit 1
It goes out from a and covers the rear end part of the leading steel pipe 1 and the outer wall of the steel pipe 3. As a result, the outer wall of the steel pipe 3 does not come into contact with the soil, and the coating of the steel pipe 3 and the steel pipe 3 are prevented from being damaged.

【0012】ここで、本発明に用いられる鋼管3は、標
準の塗覆装された例えばポリエチレンライニング鋼管で
もよく、また塗覆装を覆うコンクリートなどを備えた鋼
管でもよい。さらに、鋼管3とシート2の間に、鋼管3
とシート2との摩擦を低減するための潤滑剤などを備え
るとより効果的である。
Here, the steel pipe 3 used in the present invention may be a standard coated pipe, for example, a polyethylene lined steel pipe, or a steel pipe provided with concrete for covering the coated pipe. Further, between the steel pipe 3 and the sheet 2, the steel pipe 3
It is more effective to provide a lubricant or the like for reducing friction between the sheet 2 and the sheet 2.

【0013】[0013]

【発明の効果】以上説明したように、本発明の直押し推
進工法は、シートが鋼管の外壁を覆いながら鋼管が推進
されるため、鋼管の外壁が土と接触することなく鋼管が
推進される。これにより、鋼管の塗覆装や鋼管自体の損
傷を避けることができ鋼管の腐食が防止されるため、標
準の塗覆装が施された鋼管を使用できる。また鋼管を直
接推進するため、工期を短縮できる。
As described above, in the direct pushing propulsion method of the present invention, the steel pipe is propelled while the sheet covers the outer wall of the steel pipe, and therefore the steel pipe is propelled without the outer wall of the steel pipe coming into contact with the soil. . As a result, the coating of the steel pipe and damage to the steel pipe itself can be avoided, and corrosion of the steel pipe is prevented, so that a standard coated steel pipe can be used. Moreover, since the steel pipe is directly propelled, the construction period can be shortened.

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

【図1】本発明の一例における、先導鋼管および鋼管の
外壁の一部を示す側面図である。
FIG. 1 is a side view showing a leading steel pipe and a part of an outer wall of the steel pipe in an example of the present invention.

【図2】本発明の一例における、先導鋼管および鋼管を
断面し一部を省略して示す側面図である。
FIG. 2 is a side view showing a leading steel pipe and a steel pipe in a cross section with a part omitted in an example of the present invention.

【図3】本発明の他の例における、先導鋼管および鋼管
を断面し一部を省略して示す側面図である。
FIG. 3 is a side view showing a leading steel pipe and a steel pipe in a sectional view with a part omitted in another example of the present invention.

【符号の説明】[Explanation of symbols]

1 先導鋼管 2 シート 3 鋼管 4 リール 5 立坑 6 止水壁 1 Leading steel pipe 2 Sheet 3 Steel pipe 4 Reel 5 Vertical shaft 6 Water stop wall

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 先導鋼管の後端に連結された鋼管に推進
力を作用させて該鋼管を地中に推進させる直押し推進工
法において、 前記鋼管の推進方向後端側に一端が固定され、該鋼管の
推進方向前端側に広がって前記先導鋼管に設けた孔を通
り該先導鋼管内もしくは前記鋼管内へ延びるシートによ
り該鋼管の外壁を覆いながら該鋼管を推進することを特
徴とする直押し推進工法。
1. A direct push propulsion method in which a propulsive force is applied to a steel pipe connected to the rear end of a leading steel pipe to propel the steel pipe into the ground, one end of which is fixed to the rear end side in the propulsion direction of the steel pipe. Direct pressing, characterized in that the steel pipe is propelled while covering the outer wall of the steel pipe by a sheet that extends to the front end side in the propulsion direction of the steel pipe and extends through the holes provided in the leading steel pipe into the steel pipe or into the steel pipe. Propulsion method.
JP19075392A 1992-07-17 1992-07-17 Direct pushshield drilling method Withdrawn JPH0633691A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP19075392A JPH0633691A (en) 1992-07-17 1992-07-17 Direct pushshield drilling method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP19075392A JPH0633691A (en) 1992-07-17 1992-07-17 Direct pushshield drilling method

Publications (1)

Publication Number Publication Date
JPH0633691A true JPH0633691A (en) 1994-02-08

Family

ID=16263167

Family Applications (1)

Application Number Title Priority Date Filing Date
JP19075392A Withdrawn JPH0633691A (en) 1992-07-17 1992-07-17 Direct pushshield drilling method

Country Status (1)

Country Link
JP (1) JPH0633691A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064997A (en) * 2001-08-23 2003-03-05 Nishimatsu Constr Co Ltd Pipe jacking method
KR100538398B1 (en) * 2002-11-29 2005-12-22 건양씨엔이 (주) The method of construction (KY-5 Pipejacking and propulsion method) and apparatus for propulsion based on soft and weak layer soil
KR101479266B1 (en) * 2012-07-11 2015-01-12 최희숙 Construction method for non open cut tunnel by using of roll type roof plate

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2003064997A (en) * 2001-08-23 2003-03-05 Nishimatsu Constr Co Ltd Pipe jacking method
KR100538398B1 (en) * 2002-11-29 2005-12-22 건양씨엔이 (주) The method of construction (KY-5 Pipejacking and propulsion method) and apparatus for propulsion based on soft and weak layer soil
KR101479266B1 (en) * 2012-07-11 2015-01-12 최희숙 Construction method for non open cut tunnel by using of roll type roof plate

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Legal Events

Date Code Title Description
A300 Withdrawal of application because of no request for examination

Free format text: JAPANESE INTERMEDIATE CODE: A300

Effective date: 19991005