JPH0715237B2 - Propulsion method - Google Patents
Propulsion methodInfo
- Publication number
- JPH0715237B2 JPH0715237B2 JP7910689A JP7910689A JPH0715237B2 JP H0715237 B2 JPH0715237 B2 JP H0715237B2 JP 7910689 A JP7910689 A JP 7910689A JP 7910689 A JP7910689 A JP 7910689A JP H0715237 B2 JPH0715237 B2 JP H0715237B2
- Authority
- JP
- Japan
- Prior art keywords
- propulsion
- propelled
- soil
- head
- pipe
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Description
【発明の詳細な説明】 〔産業上の利用分野〕 本発明は、推進体の複数個が屈曲自在に連結され、且
つ、それらの推進体の先端のものには推進体長手方向に
対して傾斜した受圧面が形成されている推進装置を、土
中に推進させていく推進工法に関する。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] In the present invention, a plurality of propelling bodies are flexibly connected, and the tip of these propelling bodies is inclined with respect to the longitudinal direction of the propelling body. The present invention relates to a propulsion method of propelling a propulsion device having a pressure receiving surface formed in the ground.
〔従来の技術〕 推進装置を円弧状経路に沿って旋回させながら推進させ
ていく場合は、受圧面の方向を旋回方向に圧力を受ける
ように設定し、そのままの状態で推進体を押し込んでい
き、土圧によって先端の方向を徐々に変えて、土中にお
いて受圧面の向きとは反対の方向に円弧状経路に沿うよ
うにして推進させていくのが一般的である。[Prior Art] When propelling the propulsion device while turning it along an arcuate path, set the direction of the pressure receiving surface to receive pressure in the turning direction, and push in the propelling body as it is. Generally, the tip end direction is gradually changed by earth pressure, and the tip is generally propelled in the soil in a direction opposite to the direction of the pressure receiving surface along an arcuate path.
個々の推進体の長さは短い方が円弧状経路に沿って円滑
に旋回させながら推進させることができるため、従来の
推進装置では、個々の推進体の長さを最小半径の円弧状
経路に合うように多少短めにしてある。The shorter the length of each propulsion unit, the more smoothly it can be swung along the arcuate path and propel it.Therefore, in the conventional propulsion device, the length of each propulsion body is changed to the arcuate path with the minimum radius. It's a little shorter to fit.
しかしながら、土質が軟らかい場合には推進体の保持力
が弱いため、旋回している最中に先端が障害物などに当
たって推進し難くなると、推進体の途中の連結部分で座
屈が起こって、後方からの押し込み力が確実に伝わらな
くなり、所定の円弧状経路から逸脱して推進してしまう
難点がある。However, when the soil is soft, the holding force of the propulsion unit is weak, so if the tip hits an obstacle or the like during turning and it becomes difficult to propel, buckling occurs at the connecting part in the middle of the propulsion unit, However, there is a problem that the pushing force from is not reliably transmitted and the vehicle deviates from a predetermined arcuate path and is propelled.
本発明では、土質が軟らかい場所であっても、所望の円
弧状経路に沿って正確に推進させることが可能な推進工
法を提供することを目的としている。It is an object of the present invention to provide a propulsion method capable of accurately propelling along a desired arcuate path even in a soft soil location.
上記の目的を達成するために本発明に係る推進工法にあ
っては、前記推進体の長さを、土質が硬い場合よりも軟
らかい場合において長くして、前記推進装置を推進させ
ていく点を特徴としている。In the propulsion method according to the present invention in order to achieve the above object, the length of the propulsion body is made longer when the soil is softer than when the soil is hard, and the propulsion device is propelled. It has a feature.
推進装置を円弧状経路に沿って旋回させながら推進させ
ていく際に、土質が軟らかくて推進体の保持力が弱い場
合には、土質が硬い場合よりも推進体を長くして推進装
置を推進させていくのである。こうして推進体が長くな
ると、それぞれの屈曲部間における土との接触面積が増
大するため、後方からの押し込みに伴い、後続の推進体
から先行する推進体の後端部への所定の経路から逸脱す
る方向に力が加わっても、大きな保持力を発揮して座屈
するのを防止することができるのである。When the propulsion device is swung along an arcuate path and propelled, when the soil is soft and the holding force of the propulsion body is weak, the propulsion device is propelled by making the propulsion body longer than when the soil is hard. Let me do it. When the propulsion body becomes longer in this way, the contact area with the soil between each bent portion increases, so that when pushed in from the rear, it deviates from the predetermined path from the succeeding propulsion body to the rear end portion of the preceding propulsion body. Even if a force is applied in the direction of bending, it is possible to prevent the buckling by exerting a large holding force.
本発明により、土質の硬い場所のみならず軟らかい場所
であっても、所望の円弧状経路に沿って推進装置を正確
に推進させることが可能になった。According to the present invention, it is possible to accurately propel a propulsion device along a desired arcuate path not only in a hard soil location but also in a soft location.
以下、本発明の実施例を図面に基づいて説明する。 Embodiments of the present invention will be described below with reference to the drawings.
第2図乃至第6図に示すように、外面が円筒面状の推進
体として推進用ヘッド(1)や複数の推進管(2)を継
手部(J)を介して屈曲自在に連結し、以て2つの継穴
間の土中を屈曲しながら推進していくことが可能推進工
法用の推進装置を構成してある。As shown in FIGS. 2 to 6, a propelling head (1) or a plurality of propelling pipes (2) as a propelling body having an outer surface of a cylindrical surface are flexibly connected via a joint portion (J), As a result, the propulsion device for the propulsion method is constructed so that it can be propelled while bending through the soil between the two joint holes.
第1図に示すように、推進用ヘッド(1)は、環状の推
進用ヘッド本体(1A)、推進用ヘッド本体(1A)に対し
てその長手方向に沿う軸芯(P)周りで回動自在な掘削
部(3)、及び掘削部(3)を回転操作する操作装置
(4)から成る。As shown in FIG. 1, the propulsion head (1) rotates around an annular propulsion head main body (1A) and an axial center (P) along the longitudinal direction with respect to the propulsion head main body (1A). It consists of a free excavation part (3) and an operating device (4) for rotating the excavation part (3).
前記掘削部(3)には、推進管(2)を地中推進させる
に伴って土圧を受けて、その土圧を受けた方向に推進用
ヘッド(1)の推進方向を向けるための受圧面(F)
を、長手方向と交差する傾斜面に形成し、更に、水を噴
射して旋回推進方向側の土質を軟弱化させて旋回推進性
を向上させるための水噴射ノズル(5)を設けてある。
尚、図示はしないが、例えば前記掘削部(3)の内部に
は重錘式のセンサを内蔵してあり、土中においても受圧
面(F)が上下左右いかなる方向に向いているかを検出
できるようになっている。この検出情報は、受圧面
(F)の向きを変更操作に使用される。The excavation part (3) receives earth pressure as the propulsion pipe (2) is propelled underground, and receives pressure for directing the propulsion direction of the propulsion head (1) in the direction in which the earth pressure is received. Face (F)
Is formed on an inclined surface that intersects the longitudinal direction, and a water injection nozzle (5) is provided for injecting water to weaken the soil on the side of the turning propulsion direction and improve the turning propulsion property.
Although not shown, for example, a weight-type sensor is incorporated inside the excavation part (3), and it is possible to detect in which direction the pressure receiving surface (F) faces up, down, left, right. It is like this. This detection information is used to change the direction of the pressure receiving surface (F).
前記操作装置(4)は、推進用ヘッド本体(1A)に内嵌
され、且つ、キー(6)によって回動を規制されて往復
動する筒状の油圧ピストン(7)と、掘削部(3)の後
部に相対回転不能に連結され、且つ、油圧ピストン
(7)が外嵌螺合する螺合溝を備えている回転軸(8)
と、圧油を吸排して油圧ピストン(7)を往復移動させ
る一対の圧油供給部(9A),(9B)とを有している。前
記回転軸(8)の内部には、水噴射ノズル(5)に水を
供給するための配管(10)を通してあり、この配管(1
0)は、圧油供給部(9A),(9B)に接続されている2
本の油圧配管(11A),(11B)と共に前記継手部(J)
を通して後方の推進管(2)へ導いてある。The operating device (4) is fitted in the propulsion head main body (1A), and the cylindrical hydraulic piston (7) reciprocating with its rotation restricted by the key (6) and the excavating part (3). ) A rotary shaft (8) which is connected to the rear part of the hydraulic piston (7) so as not to rotate relative to the hydraulic piston (7) and has a screw groove into which the hydraulic piston (7) is externally fitted
And a pair of pressure oil supply parts (9A) and (9B) for sucking and discharging pressure oil to reciprocate the hydraulic piston (7). A pipe (10) for supplying water to the water injection nozzle (5) is passed through the inside of the rotary shaft (8).
0) is connected to the pressure oil supply section (9A), (9B) 2
Joint part (J) together with two hydraulic pipes (11A) and (11B)
Through the rear propulsion pipe (2).
かかる構造により、一方の圧油供給部(9A又は9B)から
推進用ヘッド本体(1A)へ圧油を供給し、他方の圧油供
給部(9B又は9A)へ推進用ヘッド本体(1A)から圧油を
戻すと、油圧ピストン(7)が往復移動するとともに、
この油圧ピストン(7)に螺合している回転軸(8)が
正逆に回転し、掘削部(3)が軸芯(P)回りに回転駆
動されるようになっている。掘削部(3)は、油圧ピス
トン(7)が一往復する間に少なくとも360度以上回転
するようになっている。With this structure, pressure oil is supplied from one pressure oil supply unit (9A or 9B) to the propulsion head main body (1A), and the other pressure oil supply unit (9B or 9A) is supplied from the propulsion head main body (1A). When the pressure oil is returned, the hydraulic piston (7) moves back and forth,
The rotary shaft (8) screwed to the hydraulic piston (7) rotates in the forward and reverse directions, and the excavation part (3) is rotationally driven around the shaft core (P). The excavation part (3) is adapted to rotate at least 360 degrees or more during one reciprocation of the hydraulic piston (7).
ところで詳しくは説明しないが、掘削部(3)を硬質の
土壌で回転する際に推進用ヘッド本体(1A)が反力によ
り逆方向に回転しようとする。これを防止するために
は、推進用ヘッド本体(1A)の外周面に突条を設けた
り、或いは、推進用ヘッド(1)に繋がる2本の油圧配
管(11A),(11B)を強固なものにすることによって、
推進用ヘッド本体(1A)の回り止めを図るとよい。By the way, although not described in detail, when the excavation part (3) is rotated on hard soil, the propulsion head main body (1A) tries to rotate in the opposite direction due to a reaction force. In order to prevent this, a ridge is provided on the outer peripheral surface of the propulsion head body (1A), or the two hydraulic pipes (11A) and (11B) connected to the propulsion head (1) are made rigid. By doing
It is recommended to prevent the propulsion head body (1A) from rotating.
次に、推進用ヘッド(1)と推進管(2)とを連結する
継手部(J)と、推進用ヘッド(1)と推進管(2)と
の最大屈曲角度を変更調節する角度調節手段(S)の構
造について説明する。尚、他の推進管(2)同士を連結
している継手部(J)やその部分の角度調節手段(S)
も同一構造になっているので、その説明については割愛
する。Next, a joint portion (J) connecting the propulsion head (1) and the propulsion pipe (2), and an angle adjusting means for changing and adjusting the maximum bending angle between the propulsion head (1) and the propulsion pipe (2). The structure of (S) will be described. Incidentally, a joint portion (J) connecting the other propulsion pipes (2) and an angle adjusting means (S) for the joint portion (J).
Since it has the same structure, the explanation is omitted.
前記継手部(J)では、前記推進管(2)の前端部を小
径に形成し、この小径部(2a)に球状部材(12)を外嵌
固定してある。そして球状部材(12)を、推進用ヘッド
(1)に内装された受部(13)に内嵌してあり、前記受
部(13)が球状部材(12)の外周面を摺動することによ
って、推進用ヘッド(1)が、その後端部と推進管
(2)の前端部とが接触しない範囲において、上下左右
いずれの方向へも屈曲でき球継手構造になっている。In the joint portion (J), the front end portion of the propulsion pipe (2) is formed to have a small diameter, and the spherical member (12) is externally fitted and fixed to the small diameter portion (2a). The spherical member (12) is internally fitted to the receiving portion (13) installed in the propulsion head (1), and the receiving portion (13) slides on the outer peripheral surface of the spherical member (12). Thus, the propulsion head (1) has a ball joint structure that can be bent in any of the up, down, left, and right directions within a range in which the rear end portion and the front end portion of the propulsion pipe (2) do not contact each other.
また、前記角度調節手段(S)では、前記推進用ヘッド
(1)の後端部には小径の段部を形成し、この段部にネ
ジ(14)を形成してある。そしてこのネジ(14)に、推
進用ヘッド(1)の2個のロックナット(15A),(15
B)を螺合してあり、2個のロックナット(15A),(15
B)を位置調節することで継手部(J)の最大屈曲角を
設定できる構造になっている。これらのロックナット
(15A),(15B)を前方に移動させて固定すれば、推進
用ヘッド(1)と推進管(2)との隙間が大きくなり、
推進用ヘッド(1)の最大屈曲角が大きく設定される。
逆に後方に移動して固定すれば、推進用ヘッド(1)と
推進管(2)との隙間が小さくなり、推進用ヘッド
(1)の最大屈曲角が小さく(最小角度は0度)設定さ
れるとこになる。Further, in the angle adjusting means (S), a step portion having a small diameter is formed at the rear end portion of the propulsion head (1), and a screw (14) is formed at the step portion. And, to this screw (14), two lock nuts (15A), (15
B) are screwed together and two lock nuts (15A), (15
The structure is such that the maximum bending angle of the joint (J) can be set by adjusting the position of B). If these lock nuts (15A) and (15B) are moved forward and fixed, the gap between the propulsion head (1) and the propulsion pipe (2) becomes large,
The maximum bending angle of the propulsion head (1) is set to be large.
On the contrary, if it is moved backward and fixed, the gap between the propulsion head (1) and the propulsion pipe (2) becomes smaller, and the maximum bending angle of the propulsion head (1) becomes smaller (the minimum angle is 0 degree). When it is done, it becomes.
次に、上述した構造の推進装置を硬い土質の場所で用い
る場合の基本的な推進工法について説明する。Next, a basic propulsion method when the propulsion device having the above-described structure is used in a hard soil site will be described.
前記推進装置を直進させる場合は、各継手部(J)のロ
ックナット(15A),(15B)を最後部に移動して固定す
ることで最大屈曲各を0度に予め設定しておく。つまり
は継手部(J)が曲がらないようにする。そして推進用
ヘッド本体(1A)に対して掘削部(3)を回転させなが
ら推進管(2)を押し込むこんでいく(第2図参照)。When the propulsion device is moved straight, the maximum bends are preset to 0 degrees by moving and fixing the lock nuts (15A) and (15B) of the joint portions (J) to the rearmost portions. That is, the joint portion (J) should not be bent. Then, while pushing the excavation part (3) with respect to the propulsion head main body (1A), the propulsion pipe (2) is pushed in (see FIG. 2).
また、推進装置を所定の半径を有する円弧状経路に沿っ
て旋回させる場合には、各継手部(J)を最大屈曲角で
屈曲させた状態にした際に、前記推進管(2)が所定の
円弧状経路に沿うように各継手部(J)のロックナット
(15A),(15B)を調節して最大屈曲角を予め設定して
おく。そして受圧面(F)の向きを旋回させるべき側へ
土圧を受けるように位置させて推進管(2)を押し込ん
でいく。このようにすると、水噴射ノズル(5)によっ
て旋回方向側の土質が軟弱化され、土から受ける抵抗が
小さくなっていることと、受圧面(F)が旋回方向側へ
の土圧を受けていることとが相まって、推進用ヘッド
(1)は徐々にその向きを変更していき、その後部に連
結された推進管(2)も屈曲しながらそれに追随してい
く。そして各継手部(J)の屈曲角が最大屈曲角に達す
ると、それ以上屈曲できなくなった推進用ヘッド(1)
や推進管(2)はその屈曲状態を維持しながら、予め設
定しておいた所定の円弧状経路に沿って推進していくよ
うになる(第3図参照)。Further, when the propulsion device is turned along an arcuate path having a predetermined radius, the propulsion pipe (2) is moved to a predetermined position when each joint (J) is bent at the maximum bending angle. The maximum bending angle is set in advance by adjusting the lock nuts (15A) and (15B) of each joint (J) so as to follow the arcuate path. Then, the direction of the pressure receiving surface (F) is positioned so as to receive the earth pressure on the side to be swung, and the propulsion pipe (2) is pushed in. By doing this, the soil on the turning direction side is weakened by the water injection nozzle (5), the resistance received from the soil is small, and the pressure receiving surface (F) receives the earth pressure on the turning direction side. The propulsion head (1) gradually changes its orientation in combination with the fact that the propulsion pipe (2) connected to the rear part of the propulsion head (1) bends and follows it. When the bending angle of each joint (J) reaches the maximum bending angle, the propulsion head (1) can no longer bend.
The propelling pipe (2) is propelled along a predetermined arcuate path set in advance while maintaining its bent state (see FIG. 3).
更に、推進装置を始めに直線的に推進させていき、所定
に位置まで達したら旋回させながら推進させていく場合
には、先端側に位置する推進用ヘッド(1)や推進管
(2)を最大屈曲角で屈曲させた状態にした際に、推進
用ヘッド(1)と推進管(2)とが所定の円弧状又は楕
円弧状の経路に相当する円弧に沿うように、先端側に位
置する継手部(J)のロックナット(15A),(15B)を
調節して最大屈曲角を予め設定しておく。また、後端側
に位置する継手部(J)の最大屈曲角を各継手部(J)
のロックナット(15A),(15B)を最後方に移動させて
固定することで最大屈曲角を0度に予め設定しておく。
そして始めは、掘削部(3)を回転させながら推進用ヘ
ッド本体(1A)を先頭に推進管(2)を押し込んでい
き、推進装置を直進的に推進させる。そして所定の位置
まで達したら受圧面(F)の向きを旋回方向に圧力を受
ける方向で固定し、推進管(2)を引き続き押し込んで
いくのである。このようにして押し込んでいくと、所定
の位置から先では、推進用ヘッド(1)は受圧面(F)
が土圧を受けることで徐々に向きを変更し、その後部に
連結された推進管(2)も所定の位置に達することで最
大屈曲角で屈曲しながらそれに追随し、所定の円弧状経
路に沿って推進していく。そして後端側の推進管(2)
では先に形成された直進経路に沿って、座屈することな
く所定の位置に達するまで直進的に推進していくように
なる(第4図参照)。Further, when the propulsion device is first linearly propelled and then propelled while turning when reaching a predetermined position, the propulsion head (1) and the propulsion pipe (2) located on the tip side are moved. When being bent at the maximum bending angle, the propulsion head (1) and the propulsion pipe (2) are located on the tip end side along an arc corresponding to a predetermined arc-shaped or elliptic arc-shaped path. Adjust the lock nuts (15A) and (15B) of the joint (J) to set the maximum bending angle in advance. In addition, the maximum bending angle of the joint portion (J) located on the rear end side is determined by each joint portion (J).
The maximum bending angle is preset to 0 degree by moving the lock nuts (15A) and (15B) of (1) to the rearmost position and fixing them.
Then, first, the propulsion device is propelled in a straight line by pushing the propulsion pipe (2) with the propulsion head main body (1A) at the head while rotating the excavation part (3). When the pressure receiving surface (F) reaches a predetermined position, the direction of the pressure receiving surface (F) is fixed in the turning direction so as to receive pressure, and the propulsion pipe (2) is continuously pushed. When pushed in this way, the propulsion head (1) moves from the predetermined position to the pressure receiving surface (F).
Gradually changes its direction when it receives earth pressure, and the propulsion pipe (2) connected to the rear part also reaches the predetermined position and bends at the maximum bending angle, following it and following the predetermined arc-shaped path. Promote along. And the rear end side propulsion pipe (2)
Then, the vehicle is propelled in a straight line along the straight path formed previously until it reaches a predetermined position without buckling (see FIG. 4).
以上は、前記推進装置を硬い土質の場所で用いた場合の
推進工法であが、軟らかい土質の場所で用いた場合にも
基本的には同じである。しかし、軟らかい土質であって
も経路中で障害物や硬い土質が混在していて、推進用ヘ
ッド(1)がそれにぶつかって推進し難くなるような場
合には、第5図に示すように、後方から押し込み力によ
って途中の屈曲部(J)が屈曲する虞れがある。したが
ってこの場合は、屈曲部(J)の最大屈曲角を1個おき
に0度に設定することで推進管(2)を2本ずつ一体的
に連結し、推進管(2)を2本で1単位とする。このよ
うにして土中での推進管(2)の保持力を高めた上で、
推進装置を推進させいくのである(第6図参照)。The above is the propulsion method when the propulsion device is used in a hard soil location, but it is basically the same when it is used in a soft soil location. However, even if the soil is soft, if obstacles or hard soil are mixed in the route and the propulsion head (1) hits it and it becomes difficult to propel it, as shown in FIG. There is a possibility that the bending portion (J) in the middle may be bent by the pushing force from the rear. Therefore, in this case, the maximum bending angle of the bent portion (J) is set to be 0 degrees for every other one, so that two propulsion pipes (2) are integrally connected and two propulsion pipes (2) are connected. 1 unit. In this way, after increasing the holding power of the propulsion pipe (2) in the soil,
The propulsion device is propelled (see Fig. 6).
本発明を実施するに、推進管(2)を3本以上ずつ一体
的に連結することで、推進管(2)を3本以上で1単位
とした上で、推進装置を推進させていくようにしてもよ
い。In order to carry out the present invention, three or more propulsion pipes (2) are integrally connected so that the propulsion device is propelled after the propulsion pipes (2) are made into one unit with three or more propulsion pipes (2). You may
尚、特許請求の範囲の項の図面との対照を便利にするた
めに符号を記すが、この記入により本発明は添付図面の
構造に限定されるものではない。It should be noted that reference numerals are given for convenience of contrast with the drawings in the claims, but the present invention is not limited to the structures of the accompanying drawings by this entry.
図面は本発明に係る推進工法の実施例を示し、第1図は
推進用ヘッドと推進管の前部の縦断側面図、第2図は推
進装置を直線的に推進させた場合の平面図、第3図は推
進装置を円弧状経路に沿って推進させた場合の平面図、
第4図は推進装置を始めに直線的に推進させ、後に円弧
状経路に沿って推進させた場合の平面図、第5図は推進
装置の屈曲部が座屈した状態を示す平面図、第6図は推
進装置を軟らかい土質において円弧状経路に沿って推進
させた場合の平面図である。 (1),(2)……推進体、(F)……受圧面。The drawings show an embodiment of a propulsion method according to the present invention. Fig. 1 is a vertical sectional side view of a propulsion head and a front portion of a propulsion pipe, and Fig. 2 is a plan view of a case where a propulsion device is linearly propelled. FIG. 3 is a plan view of the propulsion device propelled along an arcuate path,
FIG. 4 is a plan view in which the propulsion device is first linearly propelled and then propelled along an arcuate path, and FIG. 5 is a plan view showing a state in which the bent portion of the propulsion device is buckled. FIG. 6 is a plan view of the propulsion device propelled along an arcuate path in soft soil. (1), (2) ... Propulsion body, (F) ... Pressure receiving surface.
───────────────────────────────────────────────────── フロントページの続き (72)発明者 山田 幸重 兵庫県尼崎市浜1丁目1番1号 久保田鉄 工株式会社技術開発研究所内 (56)参考文献 特開 平2−161094(JP,A) 特開 昭59−161596(JP,A) ─────────────────────────────────────────────────── ─── Continuation of front page (72) Inventor Yukishige Yamada 1-1-1, Hama, Amagasaki City, Hyogo Prefecture, Kubota Iron Works Co., Ltd. (56) Reference JP-A-2-161094 (JP, A) Kaisho 59-161596 (JP, A)
Claims (1)
に連結され、且つ、それらの推進体(1),(2)の先
端のものには推進体長手方向に対して傾斜した受圧面
(F)が形成されている推進装置を、土中に推進させて
いく推進工法であって、前記推進体(1),(2)の長
さを、土質が硬い場合よりも軟らかい場合において長く
して、前記推進装置を推進させていく推進工法。1. A plurality of propelling bodies (1), (2) are flexibly connected, and those at the tips of the propelling bodies (1), (2) are in the longitudinal direction of the propelling body. A propulsion method in which a propulsion device having an inclined pressure receiving surface (F) is propelled into the soil, and the length of the propulsion bodies (1) and (2) is set to be longer than that when the soil quality is hard. A propulsion method in which the propulsion device is propelled by lengthening it when it is soft.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7910689A JPH0715237B2 (en) | 1989-03-29 | 1989-03-29 | Propulsion method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7910689A JPH0715237B2 (en) | 1989-03-29 | 1989-03-29 | Propulsion method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02256795A JPH02256795A (en) | 1990-10-17 |
| JPH0715237B2 true JPH0715237B2 (en) | 1995-02-22 |
Family
ID=13680644
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7910689A Expired - Fee Related JPH0715237B2 (en) | 1989-03-29 | 1989-03-29 | Propulsion method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0715237B2 (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3362964B2 (en) * | 1994-05-27 | 2003-01-07 | 株式会社クボタ | Propulsion body |
| JP4795159B2 (en) * | 2006-08-07 | 2011-10-19 | 長野油機株式会社 | Excavator for small diameter tunnel formation |
-
1989
- 1989-03-29 JP JP7910689A patent/JPH0715237B2/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02256795A (en) | 1990-10-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| EP0812976B1 (en) | Underground apparatus for directional drilling without earth removal | |
| JPH0384193A (en) | Earth excavating method and apparatus | |
| US6749031B2 (en) | Drilling system | |
| JPH0715237B2 (en) | Propulsion method | |
| JPH0768859B2 (en) | Propulsion device for propulsion method | |
| JP2688227B2 (en) | Excavator for propulsion method | |
| JP2619679B2 (en) | Underground drilling device and method of correcting drilling direction using the device | |
| JPH0547832Y2 (en) | ||
| JPH0715238B2 (en) | Propulsion device for propulsion method | |
| JPH02261193A (en) | Propulsion method of construction | |
| JP2866577B2 (en) | Propulsion body for propulsion method | |
| JP2866578B2 (en) | Propulsion body for propulsion method | |
| JP3295757B2 (en) | Flexible tube propulsion embedding method and device | |
| JP3961071B2 (en) | Double propulsion machine for pipe pushing | |
| JPH06193390A (en) | Small aperture pipe excavating propeller | |
| JP2804986B2 (en) | Propulsion body for propulsion method | |
| JPS6340543Y2 (en) | ||
| JP3197460B2 (en) | Propulsion body for propulsion method | |
| JP2866576B2 (en) | Propulsion body for propulsion method | |
| JP2828805B2 (en) | Propulsion body | |
| JP3197461B2 (en) | Propulsion body for propulsion method | |
| JP4569856B2 (en) | Excavation body and excavation method | |
| JP4883427B2 (en) | Excavated body | |
| JP3086041B2 (en) | Propulsion body propulsion control method | |
| JPH03176595A (en) | Connecting structure of propelling tube for jacking method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |