JPS5817997A - Underground propelling drilling apparatus for executing pipe channel - Google Patents

Underground propelling drilling apparatus for executing pipe channel

Info

Publication number
JPS5817997A
JPS5817997A JP11572581A JP11572581A JPS5817997A JP S5817997 A JPS5817997 A JP S5817997A JP 11572581 A JP11572581 A JP 11572581A JP 11572581 A JP11572581 A JP 11572581A JP S5817997 A JPS5817997 A JP S5817997A
Authority
JP
Japan
Prior art keywords
cylinder
head
hydraulic
drilling machine
outer cylinder
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.)
Granted
Application number
JP11572581A
Other languages
Japanese (ja)
Other versions
JPS6153518B2 (en
Inventor
進 伊藤
博 山本
森本 恵二
飯島 賀郎
哲明 青野
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.)
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries Ltd
Original Assignee
Nippon Telegraph and Telephone Corp
Sumitomo Electric Industries 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 Nippon Telegraph and Telephone Corp, Sumitomo Electric Industries Ltd filed Critical Nippon Telegraph and Telephone Corp
Priority to JP11572581A priority Critical patent/JPS5817997A/en
Publication of JPS5817997A publication Critical patent/JPS5817997A/en
Publication of JPS6153518B2 publication Critical patent/JPS6153518B2/ja
Granted legal-status Critical Current

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  • Excavating Of Shafts Or Tunnels (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は管路布設用土中推進穿孔装置に係わる。゛土中
に管路を布設する゛場合、地上より所定深さまで開削し
て管路を埋設するような工法、あるいは地上より開削せ
ず、適当なピッ)l設け、また地形的にピラトラ設ける
必要のないところでは、その一方より所定の方向に掘削
または穿孔して順次管路を布設する工法がとられる。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an underground propulsion drilling device for laying pipes. When laying a pipe underground, it is necessary to use a construction method that involves excavating to a specified depth from the ground and burying the pipe, or without excavating from the ground, installing an appropriate pit, or installing a pit due to the topography. In areas where there are no pipes, the construction method is to excavate or perforate holes in a predetermined direction from one side and sequentially lay the pipes.

車両用トンネル、水路用トンネルなどその口径の大きな
ものの゛掘削については、掘削位置まで掘削装置を搬入
することができ、所定の方向に効率よく管路を布設する
ことができる。これに対して小口径の管路の′布設では
、土中の掘削または穿孔袋・置をはなれた位置より操作
しなければならないので、所定方向に孔を形成して管路
を布設するには困難性を伴うところである。
When excavating large-diameter tunnels such as vehicle tunnels and waterway tunnels, the excavation equipment can be carried to the excavation location, and pipes can be efficiently laid in a predetermined direction. On the other hand, when installing small-diameter pipes, it is necessary to excavate the soil or operate the perforation bag and place from a distance, so it is difficult to form holes in a specific direction and lay the pipes. This is a difficult point.

本発明は電線管路、水道管路、ガス管路など小口径の管
路を土中に布設の際、土砂を掘削、排出するような手段
をとらず、穿孔機本体を土中に押込み推進させながら、
順次管路を布設する工法に用いられる管路布設用土中推
進穿孔装置に係わるものである。
When installing small-diameter pipes such as electric cables, water pipes, and gas pipes in the soil, the present invention allows the drilling machine to be pushed into the soil and propelled without taking any means of excavating or discharging earth and sand. While letting
This invention relates to an underground propulsion drilling device for laying pipelines, which is used in the construction method of sequentially laying pipelines.

このような土中推進穿孔装置による工法の概略を第1図
に示す。ピッ)Pが土中に掘られ、ピットP中には押込
み装置8が押込み装置用反力板4とともに設置、さnる
。1は推進穿孔機本体であり6.11ニ推進穿孔機本体
1の可動外筒であり、油圧により頭部10金有する可動
外筒11のみ矢印方向に圧入推進させることができる。
Figure 1 shows an outline of the construction method using such an underground propulsion drilling device. Pit) P is dug in the soil, and a pushing device 8 is installed in the pit P together with a reaction force plate 4 for the pushing device. Reference numeral 1 denotes a main body of the propulsion drilling machine, and 6.11 d is a movable outer cylinder of the main body 1 of the propulsion drilling machine, and only the movable outer cylinder 11 having a ten-metal head can be press-fitted and propelled in the direction of the arrow by hydraulic pressure.

土中にある部分管路2はすでに穿孔を終った孔に押入さ
れた部分管路を示している。7メ、7′は油圧源5より
操作盤6を介してそれぞ詐、推進穿孔機本体1と押込み
装置3に接続された油圧ホースである。−今、図に示す
状態において、推進穿孔機本体1に操作盤6より油圧金
かけて付勢すれば、外筒11のみ、部分管路2のよ砂と
の摩擦抵抗および押込み装置用反力板4を力点として、
土中を矢印方向に押込み推進させることができる。一定
のストロークによる可動外筒11の押込み推進が終った
あと、油圧を減勢°し、操作盤6により押込み装置8を
付勢す−れば、土中に順次布設された部分管路2は前方
に押され、これら部分管路2の先端に位置する推進穿孔
機本体lid減勢されているので、すでに前方に押込み
推進している頭部IOの方向に前進し、全体として可動
外筒11によって押込み推進したストロークだけ土中を
前進させることができる。このような前進の際、順次部
分管路2t−押込み装置8の位置より継き足して行けば
、管路の布設ができる。またこれに類する工法として、
推進穿孔機本体1自体が上述のような部分推進するよう
な可動機構を具えず、ピッ)Pの位置より、推進穿孔機
本体Iのうしろに部分管路2を置いて、押込み装置8に
より、次々と押込んで管路を延ばして行くような工法も
あるが、この工法によれば、次第に管路が長くなると穿
孔作業点も遠隔になるわけであるから、離れた位置より
″推進穿孔機本体に押込み推進力を与えることになり、
押込み力に損失音生じることになるので、すでに説明し
た工法の方が望まれるのである。
The partial pipe 2 in the ground shows a partial pipe pushed into a hole that has already been drilled. Hydraulic hoses 7 and 7' are connected from a hydraulic power source 5 to the propulsion drilling machine main body 1 and the pushing device 3 via the operation panel 6, respectively. - Now, in the state shown in the figure, if the propulsion drilling machine main body 1 is energized by applying hydraulic pressure from the operation panel 6, only the outer cylinder 11 will be affected by the frictional resistance with the sand in the partial pipe 2 and the reaction force for the pushing device. Focusing on board 4,
It can be pushed through the soil in the direction of the arrow. After the movable outer cylinder 11 is pushed in with a certain stroke, the hydraulic pressure is reduced and the pushing device 8 is energized by the operation panel 6. Since the propulsion drilling machine main body lid located at the tips of these partial conduits 2 is pushed forward and deenergized, it moves forward in the direction of the head IO which has already been pushed forward and is propelled, and the movable outer cylinder 11 as a whole moves forward. It is possible to move forward through the soil by the stroke propelled by pushing. When moving forward in this manner, the pipe can be laid by sequentially adding parts from the position of the partial pipe 2t to the pushing device 8. Also, as a similar construction method,
The propulsion drilling machine main body 1 itself does not have a movable mechanism for partially propelling it as described above, and the partial pipe line 2 is placed behind the propulsion drilling machine main body I from the position of P, and the pushing device 8 There is also a construction method in which the pipe is lengthened by drilling one after another, but with this method, as the pipe gets longer, the drilling work point becomes remote, so a "propulsion drilling machine" is used from a remote location. This will give a pushing force to the main body,
Since the pushing force will result in loss of sound, the method described above is preferable.

ところで、本発明は前述の推進穿孔機本体1における穿
孔具を具えた可動外筒を土中で、部外押込みにより穿孔
するような工法を対象とする装置にあるが、穿孔すべき
場所の土質については部分的に硬質のところ、軟質のと
ころと入り交っているのが普通であって、例えば、直線
上に管路を布設しようとす、る場合、単に推進穿孔機本
体lの頭部10ヲ前方土中に押込み推進させるだけでは
、その管路における直線度を保つことはできない。
By the way, the present invention is directed to a device that is intended for a construction method in which a movable outer cylinder equipped with a drilling tool in the above-mentioned propulsion drilling machine main body 1 is drilled in the soil by external pushing. It is normal for some parts to be hard and some to be soft. For example, when trying to lay a pipeline in a straight line, the head of the propulsion drilling machine is simply It is not possible to maintain the straightness of the pipe simply by pushing it into the ground in front of it.

このような観点から、特公昭50−8128号公報に示
されるように、推進穿孔機本体lの可動外筒の先端を螺
旋刃として、頭部10の押込皐推進の際、自転して直線
方向への押込み全考慮した装置も提案されているが、こ
れだけによってはその直線度を十分保つことにできない
From this point of view, as shown in Japanese Patent Publication No. 50-8128, the tip of the movable outer cylinder of the propulsion drilling machine main body L is made into a spiral blade, and when the head 10 is pushed forward, it rotates on its axis and moves in a straight direction. A device has also been proposed that takes into account the entire indentation, but it is not possible to maintain the straightness sufficiently with this method alone.

また可動外筒を有するものではないが、特公昭54−3
7409号公報に示されるように、推進穿孔機本体1の
頭部の押込み推進方向金地上の操作位置において知り、
これを適当に修正することができるような構成のものも
提案されている。しかし、この装置において、修正の基
準となる推進穿孔機本体、lの押込み推進ごとの位置表
示については、光学的手段によっており、作業者は常に
順次圧入された管路先端の推進穿孔機本体1の背面にあ
る位置標識を監視しながら作業を進める必要がある。
Although it does not have a movable outer cylinder, it is
As shown in Publication No. 7409, the pushing direction of the head of the propulsion drilling machine body 1 is determined at the operation position on the ground;
A configuration that can appropriately correct this has also been proposed. However, in this device, the position of the propulsion perforator main body 1, which serves as a reference for correction, is displayed for each push-in thrust by optical means, and the operator always has to check the position of the propulsion perforator main body 1 at the tip of the pipe that has been press-fitted one after another. It is necessary to proceed with the work while monitoring the position indicator on the back of the machine.

この場合、管路が長くなったり、細い管路全通しての推
進穿孔機本体1の地中位置監視は容易でなく、且つ、推
進穿孔機本体1の背面の標識のみでは、その頭部先端が
土中いずれの方向に向いているか、遠方よりこれを監視
してもこれを十分見定めることは困難である。
In this case, the pipeline becomes long or it is difficult to monitor the underground position of the propulsion drilling machine main body 1 through the entire narrow pipe, and the tip of the head Even if you monitor it from a distance, it is difficult to determine which direction it is facing in the soil.

そこで、本発明においては、推進穿孔機本体lにそれ自
体のピッチ7グ角、ローリング角、水平角の検出器を附
設し、これを地表の操作盤の位置において監視できるよ
うにして、これら諸情報により、推進穿孔機本体1の可
動外筒11の頭部の押込み推進方向を適宜変更できる機
構金偏え几復推進型の管路布設用土中推進穿孔装置を提
供するものである。
Therefore, in the present invention, the propulsion drilling machine main body l is equipped with its own pitch angle, rolling angle, and horizontal angle detectors so that these can be monitored from the position of the operation panel on the ground surface. The purpose of the present invention is to provide an underground propulsion drilling device for laying pipes, which is of a mechanism metal-biased reciprocating propulsion type, which can appropriately change the pushing direction of the head of the movable outer cylinder 11 of the propulsion drilling machine main body 1 based on information.

以下図面に示す実施例について説明する。The embodiments shown in the drawings will be described below.

第2図は本発明の実施例の概略図である。FIG. 2 is a schematic diagram of an embodiment of the invention.

全体的に第1図に示すものと相違するところは、表示器
8に後述の推進穿孔機本体1よりの情報がケーブル9に
より送られることであり、推進穿孔機本体1の可動外筒
11の頭部10Uこれまた後述のように本体の軸線に対
して直角方向より、ある角度をとって、結合できるよう
に構成されている点である。
The overall difference from the one shown in FIG. The head 10U is configured so that it can be connected at a certain angle from the direction perpendicular to the axis of the main body, as will be described later.

第3図は本発明に用いられる推進穿孔機本体の一例をそ
の縦断面をもって示し、第4図、第5図には、頭部IO
と内筒20に支持される方向制御金具22との保合関係
を示す。
FIG. 3 shows an example of the main body of the propulsion drilling machine used in the present invention in its longitudinal section, and FIGS. 4 and 5 show the head IO
The relationship between the direction control fitting 22 and the direction control fitting 22 supported by the inner cylinder 20 is shown.

第8図において、頭部10は硬度の高い金属体、例えば
超硬粉末合金製の成形体よりなる。・本例において、土
中に押込まれる部分仕置板状をなしているが、他の形状
のものでも差支えなく、土質等により適当な形状のもの
が選定される。
In FIG. 8, the head 10 is made of a hard metal body, for example, a molded body made of cemented carbide powder alloy. - In this example, it is shaped like a partially inserted plate that is pushed into the soil, but other shapes may be used, and an appropriate shape is selected depending on the soil quality.

頭部10に形成さ詐た球状部分と可動外筒11の先端に
形成された球状凹部とが係合され、前言己頭部100球
状部分の直径位置に設けた凹部に突起1275”嵌って
いるのヤ、頭部lOの円板面は可動外筒11の軸線に対
して、ある範囲で方向全変更すること力;できるが、前
記軸線の周りには殆んど回転しないように係合されてい
る。
The spherical part formed on the head 10 and the spherical recess formed at the tip of the movable outer cylinder 11 are engaged, and the protrusion 1275'' is fitted into the recess provided at the diameter of the spherical part of the head 100. In other words, the disk surface of the head lO can be completely changed in direction within a certain range with respect to the axis of the movable outer cylinder 11, but it is engaged so that it hardly rotates around the axis. ing.

可動外筒llの内側には内筒20が摺動可能に嵌合され
、その背後に後部外筒18が摺動可能に嵌合され、後部
外筒1Bの端部は可動外筒11の端部上越えて後方に延
びる。
The inner cylinder 20 is slidably fitted inside the movable outer cylinder ll, the rear outer cylinder 18 is slidably fitted behind it, and the end of the rear outer cylinder 1B is the end of the movable outer cylinder 11. Extends backwards beyond the upper part.

可動外筒11と内筒20とは突起21により、軸線方向
に可動できるが、相互の回転は止められる。また可動外
筒11と後部外筒13とは突起14とこれに対応する溝
により軸線方向に可動とされるi=、相互の回転に止め
ら詐ている。また可動外筒11と後部外筒18とのlb
’i&!シール15によって密封される。
The movable outer cylinder 11 and the inner cylinder 20 can be moved in the axial direction by the protrusion 21, but are prevented from rotating relative to each other. Furthermore, the movable outer cylinder 11 and the rear outer cylinder 13 are movable in the axial direction by the projections 14 and corresponding grooves, but are prevented from rotating relative to each other. Also, the lb of movable outer cylinder 11 and rear outer cylinder 18
'i&! It is sealed by a seal 15.

後部外筒18内に油圧゛シリンダ16が固定され、油圧
シリンダ16のピストンロンドは内筒20の一方の底部
に固定さ五る。油圧シリンタ゛16ハ油圧配管I7に接
続され、油圧配管17の他端は油圧ホース7′によって
地上の装置に接続される。】8は円筒20内に固定され
た油圧揺動アクチュエータであり、油圧自己管19に接
続される。図において油圧配管19u 1本しか示され
ていないが、通常2本配置され、油圧揺動アクチュエー
タ18に接続され、油圧配管19の他端は油圧ホース7
″′により地上の装置に接続さ扛る。
A hydraulic cylinder 16 is fixed within the rear outer cylinder 18, and a piston rod of the hydraulic cylinder 16 is fixed to one bottom of the inner cylinder 20. The hydraulic cylinder 16 is connected to a hydraulic pipe I7, and the other end of the hydraulic pipe 17 is connected to equipment on the ground by a hydraulic hose 7'. 8 is a hydraulic swing actuator fixed within the cylinder 20 and connected to the hydraulic self-pipe 19. Although only one hydraulic pipe 19u is shown in the figure, two are usually arranged and connected to the hydraulic swing actuator 18, and the other end of the hydraulic pipe 19 is connected to the hydraulic hose 7.
Connected to equipment on the ground by ``''.

22ホ揺動アクチユエータ18の回転軸に取付けられた
方向制御金具であり、油圧式の揺動アクチュ・エータ1
8に対し、油圧による付勢の際、軸により一体に回転す
る。28は頭部lOの背面の中ruに形成された凹部と
方向制御金具22の前面の中、c?に形成さnた凹部の
間に圧入さn几スフ°1ノングであシ、後述するが、揺
動アクチュエータ18に対する油圧7リンダ16よりの
油圧による付勢あるいは押込み装置8により力が加わて
いない状態では頭部10の背面よりこれに対向する方向
側金具22の前面全長さしだけはなし友状態に維持し、
突出した方向節j御金具22の前面が揺動アクチュエー
タ18の操作により、回転してもさまたげがないように
保持されている。頭部10の背面および方向制御金具2
2の前面の形状はそ詐ぞれ第4図および第5図に示す。
22E is a direction control fitting attached to the rotating shaft of the swing actuator 18, which is a hydraulic swing actuator 1.
8, when it is urged by hydraulic pressure, it rotates integrally by the shaft. 28 is a recess formed in the inside ru of the back of the head lO and the inside of the front of the direction control fitting 22, c? As will be described later, no force is applied to the swinging actuator 18 by the hydraulic pressure from the cylinder 16 or by the pushing device 8. In this state, only the entire length of the front surface of the metal fitting 22 on the side opposite to the back surface of the head 10 is maintained in a state where it is not connected.
The front surface of the protruding direction joint j metal fitting 22 is held by the operation of the swing actuator 18 so as not to be obstructed even when rotated. Back side of head 10 and direction control fitting 2
The shape of the front surface of 2 is shown in FIGS. 4 and 5, respectively.

これと第8図により、24は頭部lO側に設けら′nた
凹部であり、21j:頭部lO側に設けらnた凸部であ
り、凸面の傾斜は対向する方向制御金具22の傾斜部2
9の傾斜角と同一にとられている。26は頭部1014
11に設けられた平部であり、27は方向fi制御金具
221!Iに前記凹部24と対応して設けられた凸部で
あり、28に同じく方向制御金具22側に設けられ九平
部であり、29は傾斜部であり、30は凹部である。
According to this and FIG. 8, 24 is a concave portion provided on the head lO side, 21j is a convex portion provided on the head lO side, and the slope of the convex surface is the same as that of the opposing direction control fitting 22. Inclined part 2
The angle of inclination is taken to be the same as that of 9. 26 is the head 1014
11, and 27 is a direction fi control fitting 221! I is a convex portion provided corresponding to the recess 24, 28 is a nine flat portion similarly provided on the direction control fitting 22 side, 29 is an inclined portion, and 30 is a concave portion.

これら頭部lOと方向制御金具22の係合状態および作
用効果については後述する。
The engagement state and effects of the head lO and the direction control fitting 22 will be described later.

31は揺動アクチュエータ18の背後に取付けられたボ
テ/7ヨメータであり、その回転軸85は方向伶1j、
御金具22の軸と連動して回転する。また82は後部外
筒18内に取付けられ几傾斜角検出器であって常に鉛直
方向にあるように回転軸88によって軸支され、所謂ピ
ッチフグ角が検出される。84ハ傾斜角検出器32の回
転軸8Bに係合され几ポテンショメータであり、所謂ロ
ーリング角戸!検出される。
Reference numeral 31 is a double/seven yometer mounted behind the swing actuator 18, and its rotation axis 85 is in the direction 1j,
It rotates in conjunction with the shaft of the metal fittings 22. Reference numeral 82 denotes a tilt angle detector mounted inside the rear outer cylinder 18, which is supported by a rotating shaft 88 so as to always be in the vertical direction, and detects a so-called pitch puffer angle. 84 is a potentiometer that is engaged with the rotating shaft 8B of the inclination angle detector 32, and is a so-called rolling corner door! Detected.

これに加えて、図示していないが、小型ジャイロ装置が
後部外筒内に設置さr1水平方向より推進穿孔機本体l
がずれた場合に、そのずれ全電気信号に変換する。
In addition, although not shown, a small gyro device is installed inside the rear outer cylinder.
If there is a deviation, the deviation is converted into a total electrical signal.

従って作業者は、前記表示器8に示される推進穿孔機本
体lのピッチング角、ローリング角および水平角を検討
し揺動アクチュエータ18ヲ動作することにより、土中
押込み推進の際の頭部゛10ヲ所定の方向に駿足する。
Therefore, the operator examines the pitching angle, rolling angle, and horizontal angle of the propulsion drilling machine main body l shown on the display 8 and operates the swing actuator 18 to adjust the head part 10 when pushing into the soil. Run quickly in a given direction.

なおすでに述べたように油・圧シリンダI6の減勢の状
態でにスプリング23の力により間隔L?保持している
As already mentioned, when the hydraulic cylinder I6 is deenergized, the force of the spring 23 causes the distance L? keeping.

揺動アクチュエータ18ハ前述のように2本の油圧配管
19により油圧を加減してその軸に取付けた方向制御金
具22ヲ回転させることができ、この回転角idポテン
ションメータ81で表示器8に常に表示され、この角度
から方向制御金具22の凸部27の位置すなわち頭部1
0の設定方向を知ることができる。
As mentioned above, the swing actuator 18 can rotate the direction control fitting 22 attached to its shaft by adjusting the hydraulic pressure through the two hydraulic pipes 19, and the rotation angle ID potentiometer 81 can be used to control the direction control fitting 22. It is always displayed, and from this angle, the position of the convex part 27 of the direction control fitting 22, that is, the head 1
You can know the direction in which 0 is set.

直進と判断される場合は、表示器8でボテ/ショメータ
81からの方向制御金具22の回転位置をみながら、方
向制御金具22ヲ回転させ、方向制御金具22の前面の
凸部27および傾斜部29とを頭部10の背面の凹部2
4と凸部25に一致させ、また方向を変更する必要があ
る場合は同様にして方向制御金具22を回、転させ、凸
部27ヲ所定の位置にする。
If it is determined that the vehicle is traveling straight, the direction control bracket 22 is rotated while checking the rotational position of the direction control bracket 22 from the position meter 81 on the display 8, and the convex portion 27 and the sloped portion on the front surface of the direction control bracket 22 are rotated. 29 and the recess 2 on the back of the head 10
4 and the convex portion 25, and if it is necessary to change the direction, similarly rotate the direction control fitting 22 to bring the convex portion 27 to a predetermined position.

そして押込み装置8により、部分管路2の土砂との摩擦
抵抗および反力板4゛を力点として、この押込み装置3
と推進穿孔機本体1の間にある管路を前方に押入する。
Then, using the pushing device 8, the pushing device 3
and the propulsion drilling machine main body 1 is pushed forward.

次に油圧シリンダ16を操作盤6により付勢すれば、油
圧シリンダ16のピストンロンドは前方に押出されこれ
により内筒20は前進し、直進の場合は凹部24に凸部
27が嵌まり、平部26に平部28が当り、凸部25に
傾斜の一致した傾斜部29が当り、頭部100円板面は
内筒20の軸線に直角状態のtまとなり、また方向を変
更する必要がある場合は凸部27が平部26に接し、そ
して押し、頭部10ハ傾きさらに傾斜部29が平部26
と接する状態となり、頭部10の円板面は推進穿孔機本
体lの軸線に直角な方向から傾斜し、その穿孔方向を有
することになり、頭部lOの傾斜により前面に土圧抵抗
差が生じ推進穿孔機全体の進路が修整される。
Next, when the hydraulic cylinder 16 is energized by the operation panel 6, the piston rod of the hydraulic cylinder 16 is pushed forward, which causes the inner cylinder 20 to move forward. In the case of straight movement, the convex part 27 fits into the concave part 24, and the piston rond of the hydraulic cylinder 16 is pushed forward. The flat part 28 hits the part 26, the inclined part 29 whose inclination matches the convex part 25 hits, and the disk surface of the head 100 becomes perpendicular to the axis of the inner cylinder 20 until t, and the direction needs to be changed. In some cases, the convex portion 27 contacts the flat portion 26 and presses, causing the head 10 to tilt and furthermore, the inclined portion 29 touches the flat portion 26.
The disc surface of the head 10 is inclined from the direction perpendicular to the axis of the propulsion drilling machine main body l, and has the drilling direction, and the inclination of the head lO creates an earth pressure resistance difference on the front surface. The course of the entire propulsion drilling machine is corrected.

油圧シリンダ16のピストンロンドのストロークの伸び
と共に、可動外筒11と一体となって1ストローク長だ
け土中に埋込み推進さ紅る。
As the stroke of the piston rod of the hydraulic cylinder 16 increases, it is embedded in the soil by one stroke length integrally with the movable outer cylinder 11 and is propelled.

油圧シリンダ16の減勢後、方向制御金具22はスプリ
ング23によい間隔りをあける位置に復帰し、次の方向
修整が可能な状態となる。
After the hydraulic cylinder 16 is deenergized, the direction control fitting 22 returns to the position with a good spacing between the spring 23 and becomes ready for the next direction adjustment.

なお第6図に具体的な作業手順を説明する。The specific work procedure will be explained in FIG. 6.

■は初期状態であり、方向制御金具22ヲ所定O位置に
合わせる。
(2) is the initial state, and the direction control fitting 22 is set at the predetermined O position.

■はシリンダ16を伸ばした状態。■ is a state in which the cylinder 16 is extended.

■はシリンダ16ヲ減勢し、間隔りだけ保持された後、
方向制御金具22ヲ所定の位置に合わせた状態。
■ After deenergizing cylinder 16 and holding it for the interval,
The state in which the direction control fitting 22 is aligned with the predetermined position.

■は押込み装置3で押した状態。■ is the state pushed by the pushing device 3.

そして以上■、■、■、■、■、■、■・・・・・・・
・・■。
And more ■、■、■、■、■、■、■・・・・・・・・・
・・■.

■、■と繰返し動作する。■,■ operate repeatedly.

以上説明したように本発明の装置によれば、極めて正確
、且つ迅速に管路を布設することができる。
As explained above, according to the apparatus of the present invention, pipes can be laid extremely accurately and quickly.

本発明においては鋼管、コンクリート管、プラスチック
管いずれの管路の布設にも適用できることはいうtヤも
ない。
It goes without saying that the present invention can be applied to the installation of any of steel pipes, concrete pipes, and plastic pipes.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は土中推進穿孔装置による管路布設工法の説明図
である。 第2図は本発明の管路布設用土中推進穿孔装置の概略を
示す図である。 第8図は本発明において用いられる推進穿孔機本体の一
例の断面図である。 第4図、第5図は第8図A−AおよびB−Bにおける断
面図である。 第6図は本発明装置の動作図である。 1・・・推進穿孔機本体、2・・・部分管路、8・・・
押込み装置、4・・・押込み装置の反力板、5・・・油
圧源、6・・・操作盤、7・・・油圧ホース、8・・・
表示器、9・・・ケーブル、10・・・頭部、11・・
・可動外筒、1B・・・後部外筒、15・・・シール、
16・・・油圧シリンダ、17.19・・・油圧配管、
18・・・油圧揺動アクチュエータ、20・・・内筒、
22・・・方向制御金具、28・・・スプリング、24
・・・頭部10の背面に設けた凹部、25・・・頭部l
Oの背面に設けた凸部、26・・・頭部10の背面に設
けた平部、27・・・方向制御金具22に設けた凸部、
28・・・方向制御金具22に設けた平部、29・・・
同じく傾斜部、80・・・同じく、凹部、81.84 
・・・ポテンショメータ、82・・・傾M角検出器。 手続補正書 /−t′″ 昭和57年10月孕滲日 1、事件の表示 2、発明4索の名称 管路布設用土中推進穿孔装置 8、補正をする者 事件との関係  特許出願人 住所   大阪市東区北浜5丁目15番地名称(21B
)住友電気工業株式会社 代表者 社長 川 上 哲 部 4、代理人            (はが1名)住所
 大阪市淀用区西中島1丁目9番20号新中島ビル7階
(電話大阪804−8808)6、−補正の対象 明細書 発明の詳細な説明の欄 同  特許請求の範囲の欄 7、補正の内容 (11明細書第10頁第1行目、「いる。」の次に、□
 「なお・ブリ・グ23が尿、くとも、方向制御金具2
2を後退させるため、′油圧シリンダ16にスプリング
を内蔵させておけば、方向制御金具22の回転には支障
を生じない。」と挿入する。 (2)   同 第11頁第10行目、「スプリング2
3」の次に、「あるいけ油圧シリンダ内蔵スプリング」
と挿入する。 (3)   同 第13頁第6行目、「によい」を削除
し、「又は油圧シリンダ内蔵スプリングによシ」と挿入
する。    。 (4)  特許請求の範囲を別紙のとおり訂正する。 2特許請求の範囲 +11  すくなくとも、内筒に固定した揺動アクチュ
エータの回転軸に方向制御金具を取付け、前記内筒を摺
動可罷に嵌める可動外筒の先端に方向修正可能に頭部を
係合し、前記頭部の背面を前記方向制御金具と対向させ
、前記可動外筒に摺動可能に嵌め込まれ、前記内筒の後
端と対向して配置される後部外筒に油圧シリンダを固定
し、前記油圧シリンダのピストンロッドを前・記内筒に
固定してなる推進穿孔機本体と押込み装置と油圧源と操
作盤とを備え、前記操作盤よりの操作により、前記方向
制御金具を回転させ、頭部による穿孔方向を修整するこ
とを特徴とする管路布設用土中推進穿孔装置。 (2)推進穿孔機本体中に方向制御用金具の回転角、推
進穿孔機本体のピッチング角、ローリング角、水平角の
検出器を内蔵し、これらの検出器による値が地上の表示
器に表示されることを特徴とする特許請求の範囲第1項
記載の管路布設用土中推進穿孔装置。
FIG. 1 is an explanatory diagram of a pipeline installation method using an underground propulsion drilling device. FIG. 2 is a diagram schematically showing the underground propulsion drilling device for laying pipes according to the present invention. FIG. 8 is a sectional view of an example of the main body of the propulsion drilling machine used in the present invention. 4 and 5 are cross-sectional views taken along line AA and line BB in figure 8. FIG. 6 is an operational diagram of the apparatus of the present invention. 1... Propulsion drilling machine main body, 2... Partial pipe line, 8...
Pushing device, 4... Reaction plate of pushing device, 5... Hydraulic source, 6... Operation panel, 7... Hydraulic hose, 8...
Display, 9... Cable, 10... Head, 11...
・Movable outer cylinder, 1B... Rear outer cylinder, 15... Seal,
16...Hydraulic cylinder, 17.19...Hydraulic piping,
18... Hydraulic swing actuator, 20... Inner cylinder,
22...Direction control fitting, 28...Spring, 24
... recess provided on the back surface of the head 10, 25... head l
A convex portion provided on the back surface of O, 26... A flat portion provided on the back surface of the head 10, 27... A convex portion provided on the direction control fitting 22,
28...Flat portion provided on the direction control fitting 22, 29...
Similarly, inclined part, 80... Similarly, concave part, 81.84
...Potentiometer, 82...Inclination M angle detector. Procedural amendment/-t''' Birth date in October 1980 1, Indication of case 2, Name of invention 4 Cable, underground propulsion drilling device for laying pipes 8, Person making amendment Relationship to the case Address of patent applicant 5-15 Kitahama, Higashi-ku, Osaka City Name (21B)
) Sumitomo Electric Industries, Ltd. Representative President Tetsu Kawakami Department 4, Agent (1 person) Address 7th floor, Shin-Nakajima Building, 1-9-20 Nishinakajima, Yodoyou-ku, Osaka (Telephone: Osaka 804-8808) 6 , - Specification to be amended Detailed Description of the Invention Column Same as Claims Column 7, Contents of Amendment (11 Specification, page 10, line 1, next to "Iru.", □
``In addition, Buri Gu 23 is urine, spider, direction control fitting 2
In order to move the direction control fitting 22 backward, if a spring is built into the hydraulic cylinder 16, rotation of the direction control fitting 22 will not be hindered. ” is inserted. (2) Page 11, line 10, “Spring 2
Next to ``3'' is ``Aiike Hydraulic Cylinder Built-in Spring''.
Insert. (3) On page 13, line 6 of the same page, delete ``niyoi'' and insert ``or use a built-in spring in a hydraulic cylinder.'' . (4) The scope of claims is amended as shown in the attached sheet. 2 Claims +11 At least, a direction control fitting is attached to the rotating shaft of the swing actuator fixed to the inner cylinder, and a head is engaged to the tip of the movable outer cylinder into which the inner cylinder is slidably fitted, so that the direction can be adjusted. a hydraulic cylinder is fixed to a rear outer cylinder that is slidably fitted into the movable outer cylinder and is arranged to face the rear end of the inner cylinder, with the back surface of the head facing the direction control fitting; and includes a propulsion drilling machine main body in which the piston rod of the hydraulic cylinder is fixed to the inner cylinder, a pushing device, a hydraulic pressure source, and an operation panel, and the direction control fitting is rotated by operation from the operation panel. An underground propulsion drilling device for laying pipes, characterized in that the drilling direction is adjusted by the head. (2) Detectors for the rotation angle of the direction control fitting, pitching angle, rolling angle, and horizontal angle of the propulsion drilling machine are built into the main body of the propulsion drilling machine, and the values from these detectors are displayed on the ground display. An underground propulsion drilling device for laying pipes according to claim 1, characterized in that:

Claims (1)

【特許請求の範囲】[Claims] (1)すくなくとも、内筒に固定した揺動アクチュエー
タの回転軸に方向制御金具を取付け、前記内筒を摺動可
能に嵌める可動外筒の先端に方向修整可能に頭部を係合
し、前記頭部の背面を前記方向、制御金具とスプリング
を介して対向させ、前記可動外筒に摺動可能に嵌め込ま
れ、前記内筒の後端と対向して配置される後部外筒に油
圧シリンダを固定し、前記油圧シリンダのピストンロッ
ド全前記°内筒に固定してなる推進穿孔機本体と押込み
装置と油圧源と操作盤を全備え、前記操作盤よりの操作
により、前記方向側(2)推進穿孔機本体中に方向制御
用金具の回転角、推進穿孔機本体のピッチング角、ロー
リング角、水平角の検出器を内蔵し、これらの検出器に
よる値が地上の表示器に表示されることを特徴とする特
許請求の範囲第1項記載の管路布設用土中推進穿孔装置
(1) At least a direction control fitting is attached to the rotating shaft of the swing actuator fixed to the inner cylinder, and the head is engaged with the tip of the movable outer cylinder into which the inner cylinder is slidably fitted so that the direction can be adjusted, A hydraulic cylinder is arranged in a rear outer cylinder which is slidably fitted into the movable outer cylinder and is arranged to face the rear end of the inner cylinder, with the back surface of the head facing in the direction via the control fitting and the spring. The piston rod of the hydraulic cylinder is fixed to the inner cylinder, and is fully equipped with a propulsion drilling machine main body, a pushing device, a hydraulic power source, and an operation panel, and by operation from the operation panel, the piston rod of the hydraulic cylinder is fixed to the inner cylinder. Detectors for the rotation angle of the direction control fitting, pitching angle, rolling angle, and horizontal angle of the propulsion drilling machine are built into the main body of the propulsion drilling machine, and the values from these detectors are displayed on the display on the ground. An underground propulsion drilling device for laying pipes according to claim 1, characterized in that:
JP11572581A 1981-07-22 1981-07-22 Underground propelling drilling apparatus for executing pipe channel Granted JPS5817997A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11572581A JPS5817997A (en) 1981-07-22 1981-07-22 Underground propelling drilling apparatus for executing pipe channel

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11572581A JPS5817997A (en) 1981-07-22 1981-07-22 Underground propelling drilling apparatus for executing pipe channel

Publications (2)

Publication Number Publication Date
JPS5817997A true JPS5817997A (en) 1983-02-02
JPS6153518B2 JPS6153518B2 (en) 1986-11-18

Family

ID=14669564

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11572581A Granted JPS5817997A (en) 1981-07-22 1981-07-22 Underground propelling drilling apparatus for executing pipe channel

Country Status (1)

Country Link
JP (1) JPS5817997A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02129492U (en) * 1989-03-31 1990-10-25
JP2002220986A (en) * 2001-01-25 2002-08-09 Chem Grouting Co Ltd Digging position detecting method and device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH02129492U (en) * 1989-03-31 1990-10-25
JP2002220986A (en) * 2001-01-25 2002-08-09 Chem Grouting Co Ltd Digging position detecting method and device

Also Published As

Publication number Publication date
JPS6153518B2 (en) 1986-11-18

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