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JP3437134B2 - Propulsion method - Google Patents
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JP3437134B2 - Propulsion method - Google Patents

Propulsion method

Info

Publication number
JP3437134B2
JP3437134B2 JP36917699A JP36917699A JP3437134B2 JP 3437134 B2 JP3437134 B2 JP 3437134B2 JP 36917699 A JP36917699 A JP 36917699A JP 36917699 A JP36917699 A JP 36917699A JP 3437134 B2 JP3437134 B2 JP 3437134B2
Authority
JP
Japan
Prior art keywords
outlet
excavation
lubricant
excavated
propulsion method
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.)
Expired - Fee Related
Application number
JP36917699A
Other languages
Japanese (ja)
Other versions
JP2001182478A (en
Inventor
勇夫 鶴木
Original Assignee
株式会社福田組
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 株式会社福田組 filed Critical 株式会社福田組
Priority to JP36917699A priority Critical patent/JP3437134B2/en
Publication of JP2001182478A publication Critical patent/JP2001182478A/en
Application granted granted Critical
Publication of JP3437134B2 publication Critical patent/JP3437134B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、下水管等を配設す
る際に採用される推進工法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a propulsion method adopted when disposing a sewer pipe or the like.

【0002】[0002]

【従来の技術及び発明が解決しようとする課題】立坑を
穿設し、この立坑の周壁から先端に掘削部を設けた掘削
体を適宜な手段により押動せしめ、この掘削体の後方に
順次管材を追加押動せしめながら該管材を通して被掘削
物を排出せしめる推進工法として、出願人の先願に係る
特許第2601401号が発明されている(以下、従来
例という。)。
2. Description of the Related Art A vertical shaft is bored, an excavation body provided with an excavation portion at the tip from a peripheral wall of the vertical shaft is pushed by an appropriate means, and a pipe material is successively arranged behind the excavation body. As a propulsion method for ejecting an excavation object through the pipe material while additionally pushing, the Japanese Patent No. 2601401 of the applicant's earlier application has been invented (hereinafter referred to as a conventional example).

【0003】この従来例は、掘削体として外周面に滑材
を導出する複数の滑材導出口が環状に配設された掘削体
が採用され、この掘削体の任意の滑材導出口から任意の
量の滑材を導出することにより、掘削体の全外周に均一
にして良好に滑材を充填するものである(尚、充填され
た滑材は、地山と掘削体及び管材との摩擦抵抗を低減
し、掘削体及び管材の押動を容易にせしめる効果を発揮
する。)。
In this conventional example, an excavation body is used as an excavation body in which a plurality of lubrication material outlets for delivering the lubrication material to the outer peripheral surface are annularly arranged. By deriving the amount of the lubricant, the entire circumference of the excavated body is uniformly filled with the lubricant satisfactorily (the filled lubricant is the friction between the ground and the excavated body and the pipe material). It has the effect of reducing resistance and facilitating the pushing of excavated bodies and pipes.

【0004】ところで、この従来例では、例えば、掘削
体の上面に設けられた滑材導出口から導出された滑材
は、自然流下により、掘削体の外周面に沿って左右に流
下してしまう。従って、この従来技術は、所望の位置に
所望の量の滑材を充填するという点に関して効果が不十
分であり、結局、掘削体の全外周に均一にして良好に滑
材を充填するという効果も不十分となる。
By the way, in this conventional example, for example, the lubricant drawn out from the lubricant outlet provided on the upper surface of the excavated body flows down to the left and right along the outer peripheral surface of the excavated body due to natural flow. . Therefore, this conventional technique is insufficient in terms of filling a desired position with a desired amount of the lubricant, and in the end, the effect of uniformly filling the entire outer circumference of the excavated body with the lubricant is satisfactory. Will be insufficient.

【0005】本発明は、上記問題点を解決するもので、
滑材の自然流下を防ぎ、掘削体の外周の所望の位置に所
望の量の滑材を確実に充填することができる秀れた推進
工法を提供するものである。
The present invention solves the above problems,
It is an object of the present invention to provide an excellent propulsion method capable of preventing natural flow of a lubricant and reliably filling a desired position on the outer periphery of an excavated body with a desired amount of the lubricant.

【0006】[0006]

【課題を解決するための手段】添付図面を参照して本発
明の要旨を説明する。
The gist of the present invention will be described with reference to the accompanying drawings.

【0007】立坑1を穿設し、この立坑1の周壁から先
端に掘削部2を設けた掘削体3を適宜な手段により押動
せしめ、この掘削体3の後方に順次管材4を追加押動せ
しめながら該管材4を通して被掘削物を排出せしめる推
進工法であって、前記掘削体3として下記構成の掘削体
3を採用したことを特徴とする推進工法に係るものであ
る。 記 基筒体5の先端に掘削部2が連設され、この基筒体5の
外周面には滑材6を導出せしめる複数の導出口8が環状
に設けられ、この導出口8の近傍にして基筒体5には覆
い体9が設けられ、この覆い体9と基筒体5との間に形
成される空間部には該空間部を少なくとも一つの導出口
8を含む状態で周方向に仕切る仕切体10が並設され、導
出口8から導出される滑材6の量は各導出口8毎に任意
の量が導 出されるように構成され、前記仕切体10で仕切
られた空間部には前記滑材6を排出する排出口11が設け
られている掘削体3。
A shaft 1 is bored, an excavation body 3 provided with an excavation portion 2 at the tip from the peripheral wall of the shaft 1 is pushed by an appropriate means, and a pipe material 4 is additionally pushed behind the excavation body 3 in sequence. The present invention relates to a propulsion method for discharging an object to be excavated through the pipe material 4 while squeezing, wherein the excavation body 3 having the following configuration is used as the excavation body 3. Excavation 2 at the tip of Kimoto cylindrical body 5 is continuously provided, a plurality of outlet 8 on the outer peripheral surface allowed to derive the skids 6 of the base cylinder member 5 is provided annularly, and in the vicinity of the electrically outlet 8 The base cylinder 5 is provided with a cover 9, and the space formed between the cover 9 and the base cylinder 5 includes the space including at least one outlet 8 in the circumferential direction. Partition body 10 is installed side by side ,
The amount of the lubricant 6 led out from the outlet 8 is arbitrary for each outlet 8.
Amount is configured to be out guide, wherein the specification in the space partitioned by Setsutai 10 the skids 6 excavating member outlet 11 is provided for discharging 3.

【0008】また、請求項1記載の推進工法において、
排出口11が仕切体10で仕切られた空間部の後方に設けら
れていることを特徴とする推進工法に係るものである。
Further, in the propulsion method according to claim 1,
The present invention relates to a propulsion method, wherein an outlet 11 is provided behind a space section partitioned by a partition body 10.

【0009】[0009]

【発明の作用及び効果】導出口8から導出された滑材6
は、自然流下しようとしても該導出口8の左右に存在す
る仕切体10によって流下が阻止され、所望の位置に該滑
材6を充填でき、よって、該滑材6の分布の偏りを可及
的に抑制することができる。
[Operation and effect of the invention] lubricant was issued or outlet 8 Rashirube 6
Even if an attempt is made to naturally flow, the flow is blocked by the partition bodies 10 on the left and right of the outlet 8, and the lubricant 6 can be filled at a desired position. Therefore, the distribution of the lubricant 6 can be unevenly distributed. Can be suppressed.

【0010】本発明は上述のように構成したから、滑
自然流下が防がれ、掘削体の外周の所望の位置に所望
の量の滑材を充填することができる秀れた推進工法とな
る。
[0010] Since the present invention is configured as described above, skids
Natural flow is prevented, the desired desired quantity of lubricating material Xiu propulsion method that can be filled with the position of the outer periphery of the drilling body.

【0011】[0011]

【発明の実施の形態】図面は本発明の一実施例を図示し
たものであり、以下に説明する。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The drawings illustrate one embodiment of the present invention and will be described below.

【0012】本実施例は、立坑1を穿設し、この立坑1
の周壁から先端に掘削部2を設けた掘削体3を適宜な手
段により押動せしめ、この掘削体3の後方に順次管材4
を追加押動せしめながら該管材4を通して被掘削物を排
出せしめる推進工法に係るものである。
In this embodiment, a vertical shaft 1 is bored and the vertical shaft 1
The excavated body 3 provided with the excavated portion 2 at the tip from the peripheral wall is pushed by an appropriate means, and the pipe material 4 is sequentially provided behind the excavated body 3.
It is related to a propulsion method in which the object to be excavated is discharged through the pipe material 4 while additionally pushing.

【0013】掘削体3としては、基筒体5の先端に掘削
部2が連設され、この基筒体5の外周面には滑材6(ベ
ントナイト等)を導出せしめる複数の導出口8が環状に
設けられ、この導出口8の近傍にして基筒体5には覆い
体9が設けられ、この覆い体9と基筒体5との間に形成
される空間部には該空間部を少なくとも一つの導出口8
を含む状態で周方向に仕切る仕切体10が並設され、この
仕切体10で仕切られた空間部には前記滑材6を排出する
排出口11が設けられている掘削体3が採用されている。
As the excavated body 3, the excavated portion 2 is continuously provided at the tip of the base cylindrical body 5, and a plurality of outlets 8 through which the lubricant 6 (bentonite or the like) is led out are provided on the outer peripheral surface of the base tubular body 5. A cover 9 is provided in a ring shape, and a cover 9 is provided in the vicinity of the outlet 8 on the base cylinder 5. The space formed in the space between the cover 9 and the base cylinder 5 has the space. At least one outlet 8
The excavation body 3 in which the partition bodies 10 for partitioning in the circumferential direction are arranged in parallel with each other and the space portion partitioned by the partition bodies 10 is provided with the discharge port 11 for discharging the lubricant 6 is adopted. There is.

【0014】尚、掘削部2と基筒体5とが別体の構造で
あっても良い。また、基筒体5の外周面に外筒を覆い体
9として被嵌する構成を採用しても良い。
The excavation portion 2 and the base cylinder 5 may be separate structures. Further, a configuration may be adopted in which the outer cylinder is fitted to the outer peripheral surface of the base cylinder body 5 as the cover body 9.

【0015】また、排出口11は仕切体10で仕切られた空
間部の後方に設けられている。具体的には、覆い体9と
基筒体5との間に形成される空間部は、前方及び側方が
閉塞され後方が開放された構成にされており、この後方
の開放が排出口11に設定されている。尚、後方とは、掘
削体3の掘進方向に対する後方のことである。
Further, the discharge port 11 is provided behind the space section partitioned by the partition body 10. Specifically, the space formed between the cover body 9 and the base cylinder body 5 is configured such that the front and side portions are closed and the rear side is opened, and this rear opening is the discharge port 11. Is set to. The rear side means the rear side with respect to the excavation direction of the excavated body 3.

【0016】また、導出口8から導出される滑材6の量
は各導出口8毎に任意の量が導出されるように構成され
ている。
Further, the amount of the lubricant 6 led out from the outlet 8 is constructed so that an arbitrary amount is led out for each outlet 8.

【0017】また、基筒体5の外周面にして排出口11の
後方には、前記覆い体9より外方に突出可能な突出軸12
が設けられている。この突出軸12は、地山に食い込んで
該地山の掘削面をスリット状に削ったり、この突出軸12
により削られた地山の土砂と滑材6とを混合したりする
ものである。
On the outer peripheral surface of the base cylinder 5 and behind the discharge port 11, a projecting shaft 12 capable of projecting outward from the cover 9.
Is provided. The protruding shaft 12 bites into the natural ground to grind the excavated surface of the natural ground into a slit shape,
The material 6 is mixed with the sand and sand of the natural ground.

【0018】また、この突出軸12は突没自在に構成され
ている、この突没量は、地山の性質や滑材6の性質等に
より適宜な量に設定される。具体的には、この突出軸12
の突出量は、通常は2〜3cmに設定される。図中符号
13は突出軸12を突没せしめる突没機構である。
Further, the projecting shaft 12 is constructed so as to be capable of projecting and retracting. The projecting and retracting amount is set to an appropriate amount depending on the nature of the ground and the nature of the lubricant 6. Specifically, this protruding shaft 12
The protrusion amount of is usually set to 2-3 cm. Symbols in the figure
Reference numeral 13 is a projecting and retracting mechanism for projecting and retracting the projecting shaft 12.

【0019】また、掘削体3及び該掘削体3の後方に順
次連設される管材4は、立坑1内に配設された推進ジャ
ッキ15の押圧により推進される。
Further, the excavated body 3 and the pipe material 4 successively provided behind the excavated body 3 are propelled by pressing a propulsion jack 15 arranged in the vertical shaft 1.

【0020】具体的には、推進ジャッキ15が掘削体3若
しくは管材4の後端部を押圧することで該掘削体3若し
くは管材4を推進させ、続いて、推進ジャッキ15を収縮
することで該推進ジャッキ15と管材4との間に間隙を設
け、この間隙に新たな管材4を配設し、この新たな管材
4の後端部を前記推進ジャッキ15が押圧伸長することで
掘削体3及び管材4を再び推進するという方法を採用す
る。
Specifically, the propulsion jack 15 pushes the rear end portion of the excavation body 3 or the pipe material 4 to propel the excavation body 3 or the pipe material 4, and then the contraction of the propulsion jack 15 causes the propulsion jack 15 to contract. A gap is provided between the propulsion jack 15 and the pipe member 4, a new pipe member 4 is arranged in this gap, and the rear end portion of the new pipe member 4 is pushed and expanded by the propulsion jack 15 to thereby excavate the excavated body 3 and The method of propelling the pipe material 4 again is adopted.

【0021】尚、図中符号14は、基筒体5の内面に設け
られた補強リブである。
Reference numeral 14 in the drawing denotes a reinforcing rib provided on the inner surface of the base cylinder 5.

【0022】本実施例は上述のようにするから、導出口
8から導出された滑材6は、自然流下しようとしても該
導出口8の左右に存在する仕切体10によって流下が阻止
される為、該滑材6の分布が自然流下によって偏ること
を可及的に防止することができ、よって、所望の位置に
所望の量の滑材6を充填できることになる実用性に秀れ
た推進工法となる。
Since the present embodiment is as described above, the lubricant 6 drawn out from the outlet 8 is prevented from flowing down by the partition bodies 10 on the left and right sides of the outlet 8 even if the lubricant 6 naturally tries to flow down. Further, it is possible to prevent the distribution of the lubricant 6 from being biased by natural flow as much as possible, and thus it is possible to fill a desired amount of the lubricant 6 at a desired position. Becomes

【0023】また、導出口8から導出された滑材6は、
基筒体5の外周面と覆い体9と仕切体10とによって形成
された空間部に一旦に保持され、ある程度該導出口8の
周囲にして基筒体5の外周面に沿った形状に広がった
後、排出口11から排出せしめられることになり、滑材6
はある程度広がった状態からは余り自然流下しない為、
該滑材6の分布が偏ったりせず、このことによっても所
望の位置に所望の量の滑材6を確実に充填できることに
なる実用性に秀れた推進工法となる。
The lubricant 6 led out from the outlet 8 is
It is temporarily held in the space formed by the outer peripheral surface of the base tubular body 5, the cover body 9 and the partition body 10 and spreads to a shape along the outer peripheral surface of the base tubular body 5 around the outlet 8 to some extent. After that, it will be discharged from the discharge port 11, and the lubricant 6
Does not flow naturally from a state where it spread to some extent,
The distribution of the lubricant 6 does not become uneven, and this also makes it possible to reliably fill a desired amount of the lubricant 6 in a desired position, which is a highly practical propulsion method.

【0024】また、導出口8から導出された滑材6は、
基筒体5の外周面と覆い体9と仕切体10とによって形成
された空間部に一旦に保持された後、仕切体10によって
仕切られた空間部の後方に設けられた排出口11から排出
されるが、この排出方向が掘削体3の推進方向と平行す
る方向で且つ該推進方向と反対方向であるから、排出口
11から排出された滑材6に排出抵抗が作用せず、このこ
とによっても所望の位置に所望の量の滑材6を確実に充
填できることになる実用性に秀れた推進工法となる。
The lubricant 6 led out from the outlet 8 is
After being temporarily held in the space formed by the outer peripheral surface of the base cylindrical body 5, the cover 9 and the partition 10, the discharge is performed from the discharge port 11 provided behind the space partitioned by the partition 10. However, since the discharge direction is a direction parallel to the propulsion direction of the excavation body 3 and the opposite direction, the discharge port
The lubricant 6 discharged from 11 does not have a discharge resistance, and this also makes it possible to surely fill a desired amount of the lubricant 6 in a desired position, which is a propulsion method having excellent practicability.

【0025】また、導出口8から導出される滑材6の量
は各導出口8毎に任意の量が導出されるように構成され
ているから、例えば、掘削体3及び管材4の周囲の掘削
面の性質によって上側の導出口8から導出される滑材6
の導出量を多くしたり右側の導出口8から導出される滑
材6の導出量を少なくしたりする等の調整を行うことに
より、所望の位置に所望の量の滑材6をより一層確実に
充填できることになる実用性に秀れた推進工法となる。
Further, the amount of the lubricant 6 led out from the outlet 8 is configured so that an arbitrary amount is led out for each outlet 8, so that, for example, the surroundings of the excavated body 3 and the pipe 4 are Lubricant 6 led out from the upper outlet 8 depending on the nature of the excavated surface
The amount of the sliding material 6 that is drawn out from the right-side outlet 8 is adjusted by increasing the amount of the sliding material 6 that is drawn out, etc. It is a propulsion method with excellent practicability that can be filled into.

【0026】また、導出口8は覆い体9によって覆われ
ている為に該導出口8から導出される滑材6に地山の土
圧が作用したりせず、必然的に、掘削面に排出される滑
材6の導出圧が損失しないことになり、このことによっ
ても所望の位置に所望の量の滑材6を確実に充填できる
ことになる実用性に秀れた推進工法となる。
Further, since the outlet 8 is covered with the cover 9, the earth pressure of the ground does not act on the lubricant 6 led out from the outlet 8, and the excavation surface is inevitably attached to the excavated surface. The discharged pressure of the discharged lubricant 6 is not lost, and this also makes it possible to reliably fill a desired amount of the lubricant 6 in a desired position, which is a highly practical propulsion method.

【0027】また、基筒体5の外周面にして排出口11の
後方には突出軸12が設けられており、この突出軸12が地
山に食い込むことによって掘削面がスリット状に削られ
るから、このスリットによっても滑材6が保持されて自
然流下を防止されることになり、所望の位置に所望の量
の滑材6をより一層確実に充填できることになる実用性
に秀れた推進工法となる。
A projecting shaft 12 is provided on the outer peripheral surface of the base cylinder 5 behind the discharge port 11, and the projecting shaft 12 cuts into the ground to cut the excavated surface into a slit shape. The sliding member 6 is held by this slit to prevent the free flowing, and the desired amount of the sliding member 6 can be more reliably filled in the desired position. Becomes

【0028】以上、本実施例は、導出口8から滑材6を
導出する場合を説明したが、本実施例の構成は、導出口
8から固化材7を導出し、この固化材7を固化(若しく
は固化材7と地山の土砂との混合物を固化)せしめて基
筒体5の周囲に覆工体7を形成し、この覆工体7と基筒
体5との間に滑材6を充填する推進工法(覆工推進工法
と呼ばれている。)にも応用することができる(図5参
照)。
Although the present embodiment has described the case where the lubricant 6 is led out from the outlet 8, the configuration of this embodiment leads the solidified material 7 from the outlet 8 and solidifies the solidified material 7. (Or, a mixture of the solidifying material 7 and the earth and sand is solidified) to form a lining body 7 around the base cylinder body 5, and the sliding material 6 is provided between the lining body 7 and the base cylinder body 5. It can also be applied to a propulsion method for filling (referred to as a lining propulsion method) (see FIG. 5).

【0029】尚、この覆工体7とは、管材4の地山に対
する摺動を良好にする為の滑材6が該地山に浸透するこ
とを防止し、且つ、掘削面の崩壊を防止する為に形成さ
れるものである。
It should be noted that the lining body 7 is used to prevent the lubricant 6 for improving the sliding of the pipe material 4 with respect to the ground from infiltrating into the ground and prevent the collapse of the excavated surface. It is formed to do.

【0030】即ち、この別例によれば、所望の位置に所
望の量の固化材7を充填することができる為、例えば、
地山に固化材7が浸透し易い部分では充填する固化材7
の量を多くする等により、固化材7の無駄無く且つ十分
な強度の覆工体7を形成することができる。
That is, according to this another example, a desired amount of the solidifying material 7 can be filled at a desired position.
The solidified material 7 to be filled in the portion where the solidified material 7 easily penetrates into the ground
By increasing the amount of the solidified material 7, it is possible to form the lining body 7 having sufficient strength without waste of the solidifying material 7.

【0031】また、固化材7を導出する部位と、滑材6
を導出する部位との双方に本実施例を応用しても良い。
Further, the part from which the solidifying material 7 is led out and the lubricant 6
The present embodiment may be applied to both the part for deriving.

【0032】また、その余は本実施例と同様である。The rest is the same as in this embodiment.

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

【図1】本実施例の推進工法を示す説明図である。FIG. 1 is an explanatory view showing a propulsion method of this embodiment.

【図2】本実施例の説明側断面図である。FIG. 2 is an explanatory side sectional view of the present embodiment.

【図3】本実施例の要部の説明縦断面図である。FIG. 3 is an explanatory vertical sectional view of a main part of the present embodiment.

【図4】本実施例の要部の説明斜視図である。FIG. 4 is an explanatory perspective view of a main part of this embodiment.

【図5】本実施例の説明縦断面図である。FIG. 5 is an explanatory vertical sectional view of the present embodiment.

【図6】本実施例の別例の説明縦断面図である。FIG. 6 is an explanatory vertical sectional view of another example of the present embodiment.

【符号の説明】[Explanation of symbols]

1 立坑 2 掘削部 3 掘削体 4 管材 5 基筒体 6 滑材 8 導出口 9 覆い体 10 仕切体 11 排出口 1 shaft 2 excavation section 3 excavated body 4 tubing 5 base cylinder 6 lubricants 8 Outlet 9 Cover 10 partitions 11 Outlet

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 立坑を穿設し、この立坑の周壁から先端
に掘削部を設けた掘削体を適宜な手段により押動せし
め、この掘削体の後方に順次管材を追加押動せしめなが
ら該管材を通して被掘削物を排出せしめる推進工法であ
って、前記掘削体として下記構成の掘削体を採用したこ
とを特徴とする推進工法。 記 基筒体の先端に掘削部が連設され、この基筒体の外周面
には滑材を導出せしめる複数の導出口が環状に設けら
れ、この導出口の近傍にして基筒体には覆い体が設けら
れ、この覆い体と基筒体との間に形成される空間部には
該空間部を少なくとも一つの導出口を含む状態で周方向
に仕切る仕切体が並設され、導出口から導出される滑材
の量は各導出口毎に任意の量が導出されるように構成さ
れ、前記仕切体で仕切られた空間部には前記滑材を排出
する排出口が設けられている掘削体。
1. A vertical shaft is bored, an excavation body provided with an excavation portion at a tip from a peripheral wall of the vertical shaft is pushed by an appropriate means, and the pipe material is sequentially pushed behind the excavation body while further pushing the pipe material. A propulsion method for discharging an object to be excavated through, wherein the excavation body having the following structure is adopted as the excavation body. Digging unit is provided continuously to the tip of Kimoto cylinder, this is the outer peripheral surface of the base cylinder a plurality of outlet ports that allowed to derive the skids are provided annularly, based cylinder in the vicinity of the electrically outlet covering is provided, a partition member for partitioning the space portion in the space formed between the cover member and the cylindrical base body in the circumferential direction in a state that includes at least one outlet is arranged, the outlet port Lubricants derived from
Is configured so that an arbitrary amount is derived for each outlet.
It is, excavated material discharge port for discharging the lubricating material in the space partitioned by the specifications Setsutai is provided.
【請求項2】 請求項1記載の推進工法において、排出
口が仕切体で仕切られた空間部の後方に設けられている
ことを特徴とする推進工法。
2. The propulsion method according to claim 1, wherein the discharge port is provided behind the space section partitioned by the partition body.
JP36917699A 1999-12-27 1999-12-27 Propulsion method Expired - Fee Related JP3437134B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP36917699A JP3437134B2 (en) 1999-12-27 1999-12-27 Propulsion method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP36917699A JP3437134B2 (en) 1999-12-27 1999-12-27 Propulsion method

Publications (2)

Publication Number Publication Date
JP2001182478A JP2001182478A (en) 2001-07-06
JP3437134B2 true JP3437134B2 (en) 2003-08-18

Family

ID=18493763

Family Applications (1)

Application Number Title Priority Date Filing Date
JP36917699A Expired - Fee Related JP3437134B2 (en) 1999-12-27 1999-12-27 Propulsion method

Country Status (1)

Country Link
JP (1) JP3437134B2 (en)

Also Published As

Publication number Publication date
JP2001182478A (en) 2001-07-06

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