JPS61229090A - Projection apparatus for underground hole forming machine - Google Patents

Projection apparatus for underground hole forming machine

Info

Publication number
JPS61229090A
JPS61229090A JP6829985A JP6829985A JPS61229090A JP S61229090 A JPS61229090 A JP S61229090A JP 6829985 A JP6829985 A JP 6829985A JP 6829985 A JP6829985 A JP 6829985A JP S61229090 A JPS61229090 A JP S61229090A
Authority
JP
Japan
Prior art keywords
underground
machine
penetrating
penetrating machine
turning table
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
JP6829985A
Other languages
Japanese (ja)
Other versions
JPH0344613B2 (en
Inventor
大塚 忠夫
堀江 博元
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.)
Kyokuto Kaihatsu Kogyo Co Ltd
Original Assignee
Kyokuto Kaihatsu Kogyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Kyokuto Kaihatsu Kogyo Co Ltd filed Critical Kyokuto Kaihatsu Kogyo Co Ltd
Priority to JP6829985A priority Critical patent/JPS61229090A/en
Publication of JPS61229090A publication Critical patent/JPS61229090A/en
Publication of JPH0344613B2 publication Critical patent/JPH0344613B2/ja
Granted legal-status Critical Current

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  • Earth Drilling (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】 〔産業上の利用分野〕 本発明は地中貫孔搬用発射装置に関し、詳しくは、旋回
および俯仰自在としかつ複数の移動可能な締付手段を有
する貫孔機受台を備えた発射装置に関する。これは、例
えば地下埋設管工事などに対応できる小口径推進工法の
分野で利用されるものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a launcher for transporting underground boreholes, and more particularly, to a launcher for transporting underground boreholes. The invention relates to a launcher equipped with a launcher. This is used in the field of small-diameter propulsion methods that can be used, for example, in underground pipe work.

〔従来技術〕[Prior art]

近年、ケーブル類の地中化促進や上下水道整備事業など
の地下埋設管工事に対応することができ、かつ、安全で
経済的な小口径推進工法として、地中貫孔機が注目を浴
びるようになってきている。
In recent years, underground penetrating machines have been attracting attention as a safe and economical small-diameter propulsion method that can be used to promote the undergrounding of cables and underground pipe work such as water supply and sewerage construction projects. It has become to.

地中貫孔機は圧搾空気によりピストンが作動し、ボデー
に連続的な衝撃を与え、その力で地盤を貫孔するもので
ある。その地中貫孔機としては、例えば特公昭54−2
5721号公報に記載されたものなどがよく知られてい
る。その外形は先端が矢尻状に尖った例えば円筒状のも
ので、貫孔方向に池中貫孔機を設置し、ボデー内のピス
トン室にホースを介して圧搾空気を供給すると、ピスト
ンがボデーの頭部内面に衝突する衝撃でボデーが前進し
、ボデー外径大の孔を形成することができる。その孔に
は爾後的に埋設管が挿入されるなどして、所望の配管工
事が行なわれる。
An underground drilling machine operates a piston using compressed air, which applies continuous impact to the body, and uses this force to penetrate the ground. For example, the underground penetrating machine is
The one described in Japanese Patent No. 5721 is well known. The external shape is, for example, a cylindrical one with a pointed tip like an arrowhead.When a pond perforator is installed in the through-hole direction and compressed air is supplied to the piston chamber in the body via a hose, the piston moves to the top of the body. The body moves forward due to the impact that collides with the inner surface of the part, making it possible to form a hole with a large outer diameter. Desired piping work is then carried out by inserting a buried pipe into the hole.

ところで、地中貫孔機は通常直進運動のみであるが、そ
の直進性はかなり高い。現場の工事においてはその貫孔
方向が水平である場合に限らず、地中貫孔機の初期盲孔
姿勢を傾けて、地盤内を傾斜した方向に推進させたい場
合がある。そのようなことを可能にした発射装置として
、実開昭59−102689号公報に記載されたものが
ある。これは、発射台上に載せられた地中貫孔機を発射
台の案内面に押し付けるローラを有すると共に、支持台
に対して発射台を垂直面内で傾動させる俯仰角調節用の
伸縮手段を備えている。このような発射装置によれば、
支持台を水平な場所に設置することができない場合でも
、発射台の俯仰角度を支持台に対して変更することがで
きる。その結果、発射装置を設置するための準備作業が
簡単となり、しかも、所望の俯仰角度を持たせて地中貫
孔機を支持することができる利点がある。
By the way, underground penetrating machines usually only move in a straight line, but their straight line performance is quite high. In on-site construction work, it is not limited to cases in which the direction of hole penetration is horizontal; there are cases in which it is desired to tilt the initial blind hole position of the underground penetrating machine and propel the machine in an inclined direction within the ground. A launcher that makes such a thing possible is described in Japanese Utility Model Application Publication No. 59-102689. This has rollers that press the underground penetrating machine placed on the launch pad against the guide surface of the launch pad, as well as expansion and contraction means for tilting the launch pad in a vertical plane with respect to the support base for adjusting the elevation angle. ing. According to such a launcher,
Even if the support base cannot be installed in a horizontal location, the elevation angle of the launch pad can be changed with respect to the support base. As a result, the preparation work for installing the launcher is simplified, and there is an advantage that the underground penetrating machine can be supported with a desired elevation angle.

しかし、地中貫孔作業は建物や既埋設物などの障害物を
避けて行なわなければならず、道路など周囲の状況にも
合わせて適宜作業の可能な発射方向を選定しなければな
らないことが多い。上述のような俯仰角の調節機能を有
しているだけでは、地中貫孔機を所望する任意の傾斜し
た方向に発射することができなくなる。そのために、支
持台自体を傾斜して設置するなど俯仰角以外の方向につ
いての調整のために、発射場所における設置地盤で正確
に傾斜した面出し作業が要求され、手間と時間を要する
問題がある。
However, underground drilling work must be carried out while avoiding obstacles such as buildings and existing buried objects, and it is often necessary to select a firing direction that allows work to be carried out appropriately according to the surrounding conditions such as roads. . Just having the above-mentioned function of adjusting the elevation angle makes it impossible to launch the underground penetrating machine in any desired inclined direction. Therefore, in order to make adjustments in directions other than the angle of elevation, such as installing the support stand at an angle, it is necessary to accurately level the installation ground at the launch site, which is a problem that requires time and effort. .

一方、貫孔作業においては、発射台上の地中貫孔機が発
射台から逐次地中に貫入し始めると、発射台に載ってい
る部分が少なくなる。そのとき、発射台に取り付けられ
たローラを、前進した地中貫孔機に追随して移動させる
ことができず、貫孔機の姿勢を保持するための発射台の
案内面への押し付けが不十分となったり不可能になった
りする。
On the other hand, in penetrating work, as the underground penetrating machine on the launch pad begins to penetrate the ground one after another from the launch pad, the portion resting on the launch pad decreases. At that time, the rollers attached to the launch pad could not be moved to follow the advancing underground penetrating machine, and the pushing against the guide surface of the launch pad was insufficient to maintain the posture of the penetrating machine. or become impossible.

その結果、発射台の方向を正確に決めても初期貫孔にお
いて貫入方向に狂いが生じ易く、地中貫孔機における本
質的な性能低下を招く問題がある。
As a result, even if the direction of the launch pad is determined accurately, the initial penetration direction is likely to be misaligned, which poses a problem that essentially degrades the performance of the underground penetrating machine.

〔発明の目的〕[Purpose of the invention]

本発明は上述の問題に鑑みなされたもので、その目的は
、地中貫孔機の発射位置の設定に制約がある場合でも、
発射方向を所望の方向となるように任意に調整すること
ができ、しかも、地中貫孔機が地中に貫入し始めた初期
貫孔段階において、発射装置上の地中貫孔機の貫孔姿勢
を確実に保持できる地中貫孔搬用発射装置を提供するこ
とである。
The present invention was made in view of the above-mentioned problems, and the purpose is to
The firing direction can be arbitrarily adjusted to the desired direction, and the penetrating posture of the underground penetrating machine on the launcher can be adjusted at the initial drilling stage when the underground penetrating machine begins to penetrate into the ground. It is an object of the present invention to provide a launcher for transporting through underground holes, which can reliably hold.

〔発明の構成〕[Structure of the invention]

本発明の地中貫孔搬用発射装置の特徴を、第1図を参照
して説明すると、以下の通りである。地盤に固定される
基台1に対して旋回可能な旋回盤2が設けられると共に
、その旋回角を変更する旋回角調整手段5が付設されて
いる。その旋回盤2に対して俯仰する貫孔樋受台11が
、その俯仰角を変更する俯仰角調整手段12を伴って、
旋回盤2上に設けられる。その貫孔機受台11上の地中
貫孔機の推進反力を受ける複数の締付手段24が、貫孔
樋受台11に対して移動可能に装着されている。
The features of the underground penetration delivery launcher of the present invention will be explained with reference to FIG. 1 as follows. A turning table 2 is provided which can turn with respect to a base 1 fixed to the ground, and a turning angle adjusting means 5 for changing the turning angle thereof is attached. The through-hole gutter holder 11 that is elevated relative to the turning table 2 is accompanied by an elevation angle adjustment means 12 that changes the elevation angle thereof,
It is provided on the turning table 2. A plurality of fastening means 24, which receive the propulsive reaction force of the underground penetrating machine on the penetrating machine pedestal 11, are movably attached to the penetrating gutter pedestal 11.

〔作  用〕[For production]

地盤に基台1を設置し、アンカーなどを用いて基台を地
盤に固定する。貫孔樋受台11を地中貫孔機13の貫孔
方向となるように方向を定めて、旋回盤2を旋回させた
り貫孔樋受台11を俯仰させ、その設定角度をそれぞれ
の調整手段5.12によって維持する。貫孔機受台11
上の地中貫孔機13を複数の締付手段24により貫孔樋
受台に押し付け、推進反力をとる。地中貫孔機13に圧
搾空気が供給されると、地中貫孔機が締付手段24によ
る押し付は力を反力にして前進する。先端が地中に貫入
すると、締付手段24のうち後部のものによる地中貫孔
機13の押し付けが外れる。
A base 1 is installed on the ground, and the base is fixed to the ground using anchors or the like. The direction of the through-hole gutter cradle 11 is determined so as to correspond to the penetrating direction of the underground penetrating machine 13, and the turning table 2 is rotated or the through-hole gutter cradle 11 is raised and lowered, and the set angle is adjusted by each adjusting means. Maintained by 5.12. Penetrating machine cradle 11
The upper underground penetrating machine 13 is pressed against the penetrating gutter holder by a plurality of tightening means 24, and a propulsion reaction force is taken. When compressed air is supplied to the underground piercing machine 13, the underground piercing machine moves forward by using the force exerted by the tightening means 24 as a reaction force. When the tip penetrates into the ground, the rear part of the tightening means 24 releases the pressure on the underground penetrator 13.

圧搾空気の供給を一時停止して外れた締付手段を貫孔樋
受台11の前部に移し、再度地中貫孔機13を押し付け
る。地中貫孔機が貫孔樋受台上に残っている限り、可能
な数の締付手段24により押し付けを図れば、地中貫孔
機13の方向を安定させることができる。
The supply of compressed air is temporarily stopped, the removed tightening means is moved to the front part of the through-hole gutter holder 11, and the underground piercing machine 13 is pressed again. As long as the underground penetrating machine remains on the through-hole gutter holder, the direction of the underground penetrating machine 13 can be stabilized by pressing it with as many tightening means 24 as possible.

〔実施例〕〔Example〕

以下、本発明をその実施例に基づいて詳細に説明する。 Hereinafter, the present invention will be explained in detail based on examples thereof.

第2図は本発明の地中貫孔搬用発射装置の平面図で、は
ぼ平板状の基台1と、その上で旋回可能な旋回盤2が設
けられている。基台1にはその四つの角部に傾斜した差
込孔3があり、それぞれにアンカーが打ち込まれて、基
台が地盤に固定されるようになっている。
FIG. 2 is a plan view of the underground penetration delivery launcher of the present invention, which is provided with a substantially flat base 1 and a turning table 2 that can be rotated on the base 1. The base 1 has inclined insertion holes 3 at its four corners, and anchors are driven into each of them to fix the base to the ground.

旋回盤2は基台に重なるように配置され、本例では菱形
をした平板体で、基台1の後部においてピン体4によっ
て締結されると共に、それを中心に旋回することができ
る。その旋回盤2を旋回させるための旋回角調整手段5
が、ピン体4より前方位置における基台1と旋回盤2と
の間に付設されている。これは、基台1および旋回盤2
にそれぞれ固定されたブラケット6.7と長いねじ欅8
とからなり、そのねじ棒の頭部はブラケット6に支承さ
れ、脚部はブラケット7に形成された雌ねじ部9に螺合
されている。なお、ブラケット6は平面的に見て円弧状
となっており、それにねじ棒8を貫通させる孔10が旋
回盤2の面に平行な長孔となっている。したがって、ね
じ棒8を回転させて旋回盤2を旋回させた場合に、ブラ
ケット7が前述したピン体4を中心に円弧運動しても、
基台1に固定されてし入るブラケット6に対してねじ棒
8の角度が変わり、円滑な旋回が行なわれるようになっ
ている。
The turning table 2 is arranged so as to overlap the base, and in this example is a diamond-shaped flat plate, fastened by a pin body 4 at the rear of the base 1, and can be turned around the pin body 4. Turning angle adjusting means 5 for turning the turning table 2
is attached between the base 1 and the turning table 2 at a position forward of the pin body 4. This consists of base 1 and turning table 2.
Brackets 6 and 7 and long screws 8 are respectively fixed to
The head of the threaded rod is supported by a bracket 6, and the leg is screwed into a female thread 9 formed on the bracket 7. The bracket 6 has an arcuate shape when viewed from above, and the hole 10 through which the threaded rod 8 passes is a long hole parallel to the surface of the turning table 2. Therefore, when the threaded rod 8 is rotated to turn the turning table 2, even if the bracket 7 moves in an arc around the aforementioned pin body 4,
The angle of the threaded rod 8 changes with respect to the bracket 6 which is fixed to the base 1 and inserted, so that smooth turning can be performed.

このような旋回盤2には、それに対して俯仰する第1図
に示す貫孔機受台11が、その俯仰角を変更する俯仰角
調整手段12を伴って設けられている。貫孔機受台11
は、本例においては地中貫孔機13の断面形状が丸いた
めにV字状とされ〔第3図参照〕、その後部において旋
回盤2に固定されたブラケット14のピン体15を中心
にして、上下方向に揺動自在に取り付けられている。一
方、貫孔機受台11のほぼ中央部に位置する俯仰調整手
段12は、旋回盤2の上面で反力をとりながら回転され
るねじ棒16と、貫孔機受台11に取り付けられた昇降
部材17とからなっている。その昇降部材は第3図に示
すように貫孔機受台11に対して左右に延びており、両
端にねじ棒16が螺合する雌ねじ部18が形成され、中
央には貫孔機受台11の下面に向かうブラケット19が
固定されている。そのブラケットは貫孔機受台!■の下
面に固定された1対のブラケット20に挟まれるように
配置され、ピン体21により両ブラケットが屈曲自在と
なっている。その結果、ねじ棒16が回転されると昇降
部材17が上下動し、ピン体21を介してブラケット2
0を押し上げ、貫孔機受台11のピン体15を中心にし
た俯仰が可能となる。その際、ブラケット20が貫孔機
受台11と共に傾動するが、ピン体21を介してブラケ
ット19に対して屈曲するので、俯仰が阻害されること
はない。なお、ねじ棒16の下端部が旋回盤2上でずれ
たりしないように、旋回盤2に固定された枠部材22内
に挿入され、かつそれから抜は出ないように止め輪23
が取り付けられている。
Such a turning table 2 is provided with a piercing machine cradle 11 shown in FIG. 1 that is tilted up and down relative to it, and is provided with an elevation angle adjustment means 12 that changes the elevation angle thereof. Penetrating machine cradle 11
In this example, since the cross-sectional shape of the underground penetrating machine 13 is round, it is V-shaped (see Fig. 3), and is centered around the pin body 15 of the bracket 14 fixed to the turning table 2 at the rear thereof. , is attached so that it can swing vertically. On the other hand, the elevation adjustment means 12 located approximately in the center of the through-hole machine holder 11 is connected to a threaded rod 16 that is rotated while taking a reaction force on the upper surface of the turning table 2 and which is attached to the through-hole machine holder 11. It consists of a lifting member 17. As shown in FIG. 3, the elevating member extends left and right with respect to the perforator holder 11, and has a female threaded portion 18 at both ends into which a threaded rod 16 is screwed, and the perforator holder in the center. A bracket 19 facing the lower surface of 11 is fixed. That bracket is a through-hole machine cradle! (2) It is arranged so as to be sandwiched between a pair of brackets 20 fixed to the lower surface, and both brackets are bendable by a pin body 21. As a result, when the threaded rod 16 is rotated, the elevating member 17 moves up and down, and the bracket 2
0 is pushed up, and the penetrating machine holder 11 can be elevated around the pin body 15. At this time, the bracket 20 tilts together with the perforator holder 11, but since it is bent relative to the bracket 19 via the pin body 21, elevation is not hindered. In order to prevent the lower end of the threaded rod 16 from shifting on the turning table 2, it is inserted into the frame member 22 fixed to the turning table 2, and a retaining ring 23 is installed to prevent it from coming out.
is installed.

上述した貫孔機受台11には、その上に載せられた地中
貫孔機13を言孔機受台の案内面11aに押し付け、地
中貫孔機13の推進反力を受けるようにした締付手段2
4が、取外し自在に装着されている。この締付手段は少
なくとも2つ以上段けられ、本例では3つ採用されてい
る。その構成は、貫孔機受台11を下から受けるように
して取り付けられる保持部材25と、地中貫孔機13を
上から押し付ける押板26と、両者を左右位置で締結す
る2本のねじ棒27とからなる。なお、保持部材25に
は補強用のリブ28が固定され、貫孔機受台11の横方
向に延びる張出部25aにはナツト29が固着されてい
る。
The above-mentioned hole-piercing machine pedestal 11 has a clamp that presses the ground-piercing machine 13 placed thereon against the guide surface 11a of the hole-piercing machine pedestal and receives the propulsive reaction force of the ground-piercing machine 13. Attachment means 2
4 is removably attached. This tightening means is arranged in at least two stages, and in this example, three are employed. Its structure consists of a holding member 25 that is attached to receive the penetrating machine holder 11 from below, a push plate 26 that presses the underground penetrating machine 13 from above, and two threaded rods that fasten both at left and right positions. It consists of 27. Note that a reinforcing rib 28 is fixed to the holding member 25, and a nut 29 is fixed to a laterally extending projecting portion 25a of the piercing machine holder 11.

このような例の発射装置によれば、以下のようにして地
中貫孔機13を所望の方向に設置することができると共
に、初期貫孔において地中貫孔機の姿勢を保持するため
の安定した押し付けを図ることができる。第4図に示す
ように貫孔すべき道路30下の地盤31の側方に、地中
貫孔機13を設置するための凹み空間32と到達側の空
間33を形成する。貫孔する地盤31の基点とすべき位
置に基台1を設置し、アンカー34などを用いて基台を
設置地盤32aに固定する。貫孔機受台11を地中貫孔
機13の貫入方向となるように方向を定めて、旋回角調
整手段5により旋回盤2を旋回させたり、俯仰角調整手
段12により貫孔樋受台11を俯仰させ、その設定角度
をそれぞれの調整手段によって固定する。最後に、貫孔
機受台11上の地中貫孔機13を複数の締付手段24に
より言孔機受台11に押し付け、推進反力をとる。
According to the launching device of this example, the underground penetrating machine 13 can be installed in a desired direction as described below, and a stable position can be established to maintain the attitude of the underground penetrating machine during the initial drilling. You can try to push it. As shown in FIG. 4, a recessed space 32 for installing the underground drilling machine 13 and a space 33 on the reaching side are formed on the side of the ground 31 under the road 30 to be penetrated. The base 1 is installed at a position that should be the base point of the ground 31 to be penetrated, and the base is fixed to the installation ground 32a using an anchor 34 or the like. The direction of the penetrating machine cradle 11 is determined so as to correspond to the penetrating direction of the underground penetrating machine 13, and the turning angle adjusting means 5 rotates the turning table 2, and the elevation angle adjusting means 12 allows the penetrating gutter cradle 11 to be rotated. The set angle is fixed by each adjusting means. Finally, the underground perforator 13 on the perforator holder 11 is pressed against the perforator holder 11 by the plurality of tightening means 24 to take a propulsive reaction force.

なお、例示の調整手段や締付手段では、各ねじ棒を回転
することにより所望の作動が達成され、簡単な構造で操
作も簡便となり、しかも、微量調整も容易にできる利点
がある。
It should be noted that the illustrated adjusting means and tightening means have the advantage that the desired operation is achieved by rotating each threaded rod, that the structure is simple, the operation is simple, and that minute adjustments can be made easily.

ホース35を介して地中貫孔機13内に圧搾空気が供給
されると、地中貫孔機は締付手段24による押し付は力
で反力をとりながら前進する。先端が地中に貫入すると
、第5図に示すように締付手段24のうち後部のものに
よる地中貫孔機13の押し付けが外れる。圧搾空気の供
給を一時停止し、外れた締付手段を二点鎖線で示す位置
から破線で示す貫孔樋受台11の前部に移し、再度地中
貫孔機13を押し付ける。地中貫孔機13が貫孔機受台
11上で案内されている限り、可能な数の締付手段24
による押し付けが図られ、池中貫孔機13の貫孔方向が
維持される。なお、地中貫孔機が完全に地中に貫入する
と、地中貫孔機の外面が地盤に保持され、その前進方向
の維持と推進反力が摩擦力により受は持たれる。
When compressed air is supplied into the underground piercing machine 13 through the hose 35, the underground piercing machine moves forward while taking a reaction force against the pressing by the tightening means 24. When the tip penetrates into the ground, as shown in FIG. 5, the rear part of the clamping means 24 releases the pressure on the underground penetrator 13. The supply of compressed air is temporarily stopped, the removed tightening means is moved from the position shown by the two-dot chain line to the front part of the through-hole gutter holder 11 shown by the broken line, and the underground penetrator 13 is pressed again. As long as the underground perforator 13 is guided on the perforator pedestal 11, as many tightening means 24 as possible
The penetrating direction of the pond perforator 13 is maintained. Note that when the underground penetrating machine completely penetrates into the ground, the outer surface of the underground penetrating machine is held in the ground, and the forward direction of the machine is maintained and the propulsion reaction force is maintained by the frictional force.

〔発明の効果〕〔Effect of the invention〕

本発明は以上の実施例の説明から判るように、地盤に固
定される基台に対して旋回可能な旋回盤を設け、その旋
回盤に対して俯仰自在に貫孔樋受台を取り付け、貫孔樋
受台上の地中貫孔機の推進反力をとる複数の締付手段を
、貫孔樋受台に取外し自在に装着したので、地中貫孔機
の発射位置の選定に制約があっても、発射方向を所望の
方向となるように任意に調整することができる。しかも
、地中貫孔機が貫入を始めた初期貫孔段階において、貫
孔樋受台上の地中貫孔機を所望の貫孔方向に確実に保持
することができる効果がある。
As can be seen from the description of the embodiments above, the present invention provides a turning table that can rotate with respect to a base fixed to the ground, and a through-hole gutter holder is attached to the turning table so as to be able to move up and down. Since the plurality of tightening means that take up the propulsion reaction force of the underground penetrator on the gutter cradle are removably attached to the gutter pedestal, there are no restrictions on the selection of the firing position of the underground penetrator. Also, the firing direction can be arbitrarily adjusted to a desired direction. Moreover, there is an effect that the underground penetrating machine on the through-hole gutter holder can be reliably held in the desired penetrating direction at the initial stage of penetrating when the underground penetrating machine starts penetrating.

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

第1図は本発明の地中貫孔機尾発射装置の正面図、第2
図はその平面図、第3図は第1図の■−■線矢視図、第
4図は貫孔作業の全体概略図、第5図は初期貫孔状態に
おける締付手段による地中貫孔機の押し付は状態説明図
である。 1−基台、2−旋回盤、5−旋回角調整手段、11−・
−言孔機受台、12・−俯仰角調整手段、13−・−地
中貫孔機、24−締付手段、32 a−地盤。
Figure 1 is a front view of the underground penetrating aircraft tail launcher of the present invention, Figure 2
The figure is a plan view, Figure 3 is a view taken along the line ■-■ in Figure 1, Figure 4 is an overall schematic diagram of the piercing work, and Figure 5 is an underground penetration hole using a tightening means in the initial piercing state. The pressing of the machine is an explanatory diagram of the state. 1- base, 2- turning table, 5- turning angle adjustment means, 11-.
- Piercing machine pedestal, 12. - Elevation/elevation angle adjustment means, 13 - - Underground penetrating machine, 24 - Tightening means, 32 a - Ground.

Claims (1)

【特許請求の範囲】[Claims] (1)地盤に固定される基台に対して旋回可能な旋回盤
が設けられると共に、その旋回角を変更する旋回角調整
手段が付設され、 上記旋回盤に対して俯仰する貫孔機受台が、その俯仰角
を変更する俯仰角調整手段を伴って、前記旋回盤上に設
けられ、 その貫孔機受台上の地中貫孔機の推進反力を受ける複数
の締付手段が、前記貫孔機受台に対して移動可能に装着
されていることを特徴とする地中貫孔機用発射装置。
(1) A turning table is provided that can rotate with respect to a base fixed to the ground, and a turning angle adjustment means for changing the turning angle of the turning table is provided, and a penetrating machine cradle that looks upwards with respect to the turning table is provided. is provided on the turning table with an elevation angle adjusting means for changing the elevation angle thereof, and a plurality of tightening means receiving the propulsive reaction force of the underground penetrating machine on the penetrating machine pedestal, A launcher for an underground penetrating machine, characterized in that it is movably mounted on a penetrating machine cradle.
JP6829985A 1985-03-30 1985-03-30 Projection apparatus for underground hole forming machine Granted JPS61229090A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6829985A JPS61229090A (en) 1985-03-30 1985-03-30 Projection apparatus for underground hole forming machine

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6829985A JPS61229090A (en) 1985-03-30 1985-03-30 Projection apparatus for underground hole forming machine

Publications (2)

Publication Number Publication Date
JPS61229090A true JPS61229090A (en) 1986-10-13
JPH0344613B2 JPH0344613B2 (en) 1991-07-08

Family

ID=13369762

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6829985A Granted JPS61229090A (en) 1985-03-30 1985-03-30 Projection apparatus for underground hole forming machine

Country Status (1)

Country Link
JP (1) JPS61229090A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6321278B1 (en) * 2017-11-27 2018-05-09 株式会社みらい技術研究所 Screw point removal jig from rod and screw point removal method from rod

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5418486A (en) * 1977-07-08 1979-02-10 Huels Chemische Werke Ag Manufacture of storageestable fine dispersed silicon oil aqueous emulsion
JPS5611039A (en) * 1979-06-30 1981-02-04 Philips Nv Method and device for obtaining contour of body by using radiation scattered by body

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5418486A (en) * 1977-07-08 1979-02-10 Huels Chemische Werke Ag Manufacture of storageestable fine dispersed silicon oil aqueous emulsion
JPS5611039A (en) * 1979-06-30 1981-02-04 Philips Nv Method and device for obtaining contour of body by using radiation scattered by body

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6321278B1 (en) * 2017-11-27 2018-05-09 株式会社みらい技術研究所 Screw point removal jig from rod and screw point removal method from rod
JP2019094714A (en) * 2017-11-27 2019-06-20 株式会社みらい技術研究所 Jig and method for removing screw point from rod

Also Published As

Publication number Publication date
JPH0344613B2 (en) 1991-07-08

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