JPH07238768A - Drilling direction control mechanism-equipped drilling device - Google Patents

Drilling direction control mechanism-equipped drilling device

Info

Publication number
JPH07238768A
JPH07238768A JP5303994A JP5303994A JPH07238768A JP H07238768 A JPH07238768 A JP H07238768A JP 5303994 A JP5303994 A JP 5303994A JP 5303994 A JP5303994 A JP 5303994A JP H07238768 A JPH07238768 A JP H07238768A
Authority
JP
Japan
Prior art keywords
rod
bit
drilling
switching valve
tip
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
JP5303994A
Other languages
Japanese (ja)
Other versions
JP2682798B2 (en
Inventor
Yoshio Asakawa
良男 浅川
Shoji Narita
昭二 成田
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.)
SUMIKOU KAIHATSU KOJI KK
Sumitomo Metal Mining Co Ltd
Original Assignee
SUMIKOU KAIHATSU KOJI KK
Sumitomo Metal Mining 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 SUMIKOU KAIHATSU KOJI KK, Sumitomo Metal Mining Co Ltd filed Critical SUMIKOU KAIHATSU KOJI KK
Priority to JP5303994A priority Critical patent/JP2682798B2/en
Publication of JPH07238768A publication Critical patent/JPH07238768A/en
Application granted granted Critical
Publication of JP2682798B2 publication Critical patent/JP2682798B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

PURPOSE:To make it possible to control its drilling direction without selecting a soil quality by driving a drilling device equipped with a direction control mechanism with a hydraulic pressure and moving the device back and forth while rotating rod with a pit whose tip surface is inclined. CONSTITUTION:This drilling device is supported and fixed rotatively with a chuck 9 of a device main body 8 which loads a rod mounted to a bit forming an inclined surface 6 at the tip opening on a rack 12. While the device main body 8 is being moved back and forth with a propelling hydraulic cylinder 13 by controlling a hydraulic control valve 18 and a solenoid valve 19 based on a signal transmitted from a rotary position detector 20, the rod 2 and the bit 1 are rotated so that drilling operation may be carried out, The rod 2 is arranged to stop its rotary motion and an propelling motion while the inclined surface 6 of the rod 2 is directed at the opposite side against its desired bending side. A tip 7 is pushed against the wall of a hole. When the device moves back one time and moves forth at a longer distance for one rotary motion of the rod 2 under this condition, only a portion of the hole wall to which the tip 7 of the rod 2 is pressed, is drilled. When this operation is repeated, it is possible to change the direction of excavation as required.

Description

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

【0001】[0001]

【産業上の利用分野】本発明は、主として、地中に存在
する鉱物を探査するために地中見本(コア)を採取した
り、温泉や地熱を探査したり、地中に観測機器を設置す
るために地中に孔を形成したり、通信、水道用等の管埋
設用の孔を形成するための比較的小径の孔を地中に形成
する際に、その穿孔方向を制御し得る穿孔装置に関す
る。
BACKGROUND OF THE INVENTION The present invention is mainly for collecting underground samples (cores) for exploring minerals existing in the ground, exploring hot springs and geothermal heat, and installing observation equipment in the ground. In order to form a hole in the ground or to form a hole with a relatively small diameter in the ground for forming a hole for burying a pipe for communication, water supply, etc., the direction of the hole can be controlled. Regarding the device.

【0002】[0002]

【従来の技術】地中に比較的小径の孔を形成するビット
としては、円筒状ビットの先端面が、ビットの中心線に
直角なものがある。このビットに、中心線を中心とする
回転を与えつつ、推進力を与えて地中を穿孔すると、地
質の異方性や、穿孔方向が水平、上向き、下向きの傾
斜、上向き、下向きの垂直等の違いにより、ビットやロ
ッドに加わる重力の影響がそれぞれ異なり、孔底の掘削
屑の溜まり具合などから、それぞれ穿孔された孔が異な
った曲がり方をする。
2. Description of the Related Art As a bit for forming a hole having a relatively small diameter in the ground, there is one in which the tip surface of a cylindrical bit is perpendicular to the center line of the bit. When this bit is rotated around the center line and a propulsive force is applied to drill a hole in the ground, the geological anisotropy and the drilling direction are horizontal, upward, downward slope, upward, downward vertical, etc. The influence of gravity applied to the bit and the rod is different depending on the difference between the two, and the drilled holes are bent differently depending on the accumulation of excavated debris at the hole bottom.

【0003】このビットの進行方向の曲がりを修正する
方法として、図8に示すように、一旦ビット1及びロッ
ド2を孔5から全部抜き出し、孔底側面にテーパー状の
楔4を固着し、ビット1及びロッド2をこれに添わせて
進行方向を修正する方法がある。この方法は岩盤での施
工を対象としており、あまり軟弱地盤であると楔4の固
定が困難で、方向の修正は期待出来ない。又、楔4は対
象岩盤よりも耐摩耗性が優れていなければ、楔4が切削
されてしまったり、共回りする場合があり、目的を達し
得ない。
As a method of correcting the bending of the bit in the advancing direction, as shown in FIG. 8, the bit 1 and the rod 2 are once extracted from the hole 5, and a tapered wedge 4 is fixed to the bottom surface of the hole to fix the bit. There is a method in which the traveling direction is corrected by attaching 1 and the rod 2 to this. This method is intended for construction on rock, and if the ground is too soft, it is difficult to fix the wedge 4, and the direction cannot be expected to be corrected. If the wedge 4 does not have better wear resistance than the target rock mass, the wedge 4 may be cut or co-rotate, and the purpose cannot be achieved.

【0004】図9に示すように、楔4を外管3の内面に
固着し、ビット1及びロッド2を外管3の中に挿入し、
楔4に添わせてロッド2を進行させることにより、方向
を修正する方法もある。この方法は軟質岩盤のボーリン
グ孔の修正に使用されているが、ビット1及びロッド2
を孔5から一旦全部引き抜き、楔4を固定した外管3を
挿入してビット1及びロッド2を挿入し、修正後もビッ
ト1やロッド2及び外管3を引き抜き、再び楔4を取り
外した外管3やビット1、ロッド2を挿入しなければな
らず、修正に時間がかかる。
As shown in FIG. 9, the wedge 4 is fixed to the inner surface of the outer tube 3, the bit 1 and the rod 2 are inserted into the outer tube 3,
There is also a method of correcting the direction by advancing the rod 2 along with the wedge 4. This method has been used to repair boring holes in soft rock, but it uses bit 1 and rod 2
, And then the outer tube 3 to which the wedge 4 is fixed is inserted, the bit 1 and the rod 2 are inserted, and even after the correction, the bit 1, the rod 2 and the outer tube 3 are pulled out, and the wedge 4 is removed again. The outer tube 3, the bit 1 and the rod 2 must be inserted, and it takes time to correct.

【0005】先端全面が閉じ中心軸に対して傾斜した傾
斜面に形成された楔を回転しつつ地中に押し込んで地中
に孔を形成し、方向を修正する場合には、回転を停止し
て曲げようとする方向に対して傾斜面を反対側に向けて
押し込み、傾斜面が受ける圧力を利用して傾斜面の反対
側に穿孔方向を修正する穿孔方法が特公昭60−556
79号公報により提案されている。
When the wedge formed on the inclined surface whose entire tip is closed and inclined with respect to the central axis is rotated and pushed into the ground to form a hole in the ground and the direction is corrected, the rotation is stopped. There is a punching method in which the inclined surface is pushed toward the opposite side with respect to the direction in which the inclined surface is about to be bent, and the pressure received by the inclined surface is used to correct the drilling direction to the opposite side of the inclined surface.
No. 79 is proposed.

【0006】この方法は地中の土を楔の周囲に圧密して
孔を形成するので、ローム質や粘土質、砂まじり土等の
土質の場所にしか適用できない。砂礫質とか、石質層で
は堅くて楔を進行させることができない。図7に示すよ
うに、円筒状のビット1の前面を傾斜させると共に開口
させ、円筒状のロッド2に接続し、ビット1に回転と推
進を与えれば、砂礫層や石質層にも適用できるが、この
場合も、穿孔方向を修正するには図8、図9に示した修
正方法を採用するしかない。
Since this method compacts the soil in the ground around the wedge to form a hole, it can be applied only to a loamy soil, a clay soil, a sandy soil, and other soil soils. In the gravel and stone layers, it is hard to advance the wedge. As shown in FIG. 7, if the front surface of the cylindrical bit 1 is inclined and opened, it is connected to the cylindrical rod 2, and the bit 1 is rotated and propelled, it can be applied to a gravel layer or a stone layer. However, also in this case, the correction method shown in FIGS. 8 and 9 can only be adopted to correct the drilling direction.

【0007】掘削ロッドの先端のビットの部分が独立に
回転するようになっており、そのビットの向きを修正し
たい方向に曲げて掘削方向を修正するようにした装置も
公知であり、大部分の都市土木用の比較的大型の掘削装
置として用いられている。この装置は一応あらゆる地質
に対応できるものの、掘削孔が小径の場合には適用でき
ず、構造が複雑で高価で故障しやすい。
A device in which the bit portion at the tip of the drilling rod is adapted to rotate independently and the direction of the bit is bent in the direction desired to be corrected to correct the drilling direction is also known, and most of them are known. It is used as a relatively large excavator for urban civil engineering. Although this device can be applied to all geological conditions, it cannot be applied when the diameter of the drilled hole is small, and the structure is complicated, expensive, and prone to failure.

【0008】[0008]

【発明が解決しようとする課題】本発明は、比較的簡単
な装置を用いて、地質を選ばず孔径が数cm〜100c
m程度の孔を形成するに適用でき、穿孔方向を任意に制
御できる穿孔方向の制御機構付き穿孔装置を提供するこ
とを目的とする。
SUMMARY OF THE INVENTION The present invention uses a relatively simple device and has a pore size of several cm to 100 c regardless of the geology.
An object of the present invention is to provide a drilling device with a drilling direction control mechanism, which is applicable to forming holes of about m in diameter and which can arbitrarily control the drilling direction.

【0009】[0009]

【課題を解決するための手段】本発明の穿孔方向制御機
構付き穿孔装置は、ロッドの先端に取り付けられロッド
側に対して反対側が中心線に対して傾斜した傾斜面をな
し且つ開口した円筒状のビットと、ビットにロッドの中
心線を回転中心とする回転運動を与える回転装置と、穿
孔方向修正時にビットが整数回回転する毎に1往復の後
進と該後進距離より長い前進距離の前進とをビットに与
える前後移動装置とを備えたことを特徴とする。
A drilling device with a drilling direction control mechanism according to the present invention has a cylindrical shape which is attached to the tip of a rod and which has an inclined surface on the side opposite to the rod side and is inclined with respect to a center line. , A rotating device that gives the bit a rotational movement about the center line of the rod, and a reciprocation of one reciprocation and an advance of a forward distance longer than the reverse distance for each integral rotation of the bit when correcting the drilling direction. And a back-and-forth moving device for giving to the bit.

【0010】本発明では、図7に示すような、円筒の一
端を斜めに切断した状態の傾斜面6を有する円筒状のビ
ット1を、ロッド2の先端に傾斜面6を、ロッド2側に
対して反対側に位置させ、ロッド2の中心線に対して傾
斜面6を傾斜せしめて取り付けたものを使用するもので
ある。ビット1は耐摩耗性合金で形成し、その孔底に向
かう面を鋸刃状とするか、硬質金属で形成して表面にダ
イヤモンド粒を電着したもの等従来のビット同様のもの
が使用される。このロッド2を用いて一定方向に孔を形
成する場合には、図7に示すように、通常のごとくロッ
ド2にロッド2の中心線を回転中心とする回転運動と推
進力を与えて穿孔を行う。
In the present invention, as shown in FIG. 7, a cylindrical bit 1 having an inclined surface 6 in which one end of the cylinder is obliquely cut is provided, an inclined surface 6 is provided at the tip of a rod 2, and a rod 2 is provided on the rod 2 side. On the other hand, the one that is located on the opposite side and has the inclined surface 6 inclined with respect to the center line of the rod 2 is used. Bit 1 is made of wear-resistant alloy and its surface facing the hole bottom is made into a saw-tooth shape, or is made of hard metal and diamond particles are electrodeposited on the surface. It When using this rod 2 to form a hole in a certain direction, as shown in FIG. 7, the rod 2 is normally provided with a rotational motion about the center line of the rod 2 and a propulsive force to form a hole. To do.

【0011】図8、図9に示すようにビット1の前面の
切削面がロッド2の中心線に対して直角な場合は、全面
で切削が行われる。これに対して図7に示すようなビッ
ト1の切削面がロッド2の中心線に対して傾斜面6を形
成している場合は、主として尖端7の部分で切削が行わ
れる。両者に同一の孔底に向かう圧力を加えた場合は、
単位面積当たりの掘削圧力は、ビット1の前面が傾斜し
ている方が、ロッド2の中心線に対して直角に設けられ
ているよりも大きい。掘削圧力と切削面との両者を勘案
すると、ビット1の傾斜面6の傾斜角は45゜前後が良
い。
When the cutting surface on the front surface of the bit 1 is perpendicular to the center line of the rod 2 as shown in FIGS. 8 and 9, cutting is performed on the entire surface. On the other hand, when the cutting surface of the bit 1 as shown in FIG. 7 forms the inclined surface 6 with respect to the center line of the rod 2, the cutting is performed mainly at the point 7. When applying pressure toward the same hole bottom to both,
The excavation pressure per unit area is larger when the front surface of the bit 1 is inclined than when it is provided at a right angle to the center line of the rod 2. Considering both the excavating pressure and the cutting surface, the inclination angle of the inclined surface 6 of the bit 1 is preferably around 45 °.

【0012】地層見本(コア)を採取したい場合は、ビ
ット1の内側に分離されてロッド2内に侵入してくる地
層をそのままロッド2内に収容し、適当な長さに侵入し
た時点でロッド2を地上に引き上げ、コアを採取する。
孔を形成する場合においては、地層が土質や砂質の場
合、ロッド2を地上に引き抜くと、孔が崩壊する場合が
あるので、鞘管をロッド2の外周に添わせて侵入させ、
鞘管を残してロッド2を地上に引き抜く従来と同様の方
法が行われる。ロッド2内に侵入した土や砂や粘土は泥
水として地上に排出するとか、スクリューコンベヤ等を
用いて地上に排出する。地層が砂礫や岩石の場合は、コ
アとして排出するか、ロッド2内に破砕用のビットを設
けて破砕し水やスクリューコンベヤで地上に排出する。
時々、ロッド2を正逆転して穿孔方向を維持することも
行われる。
When it is desired to collect a sample of the stratum (core), the stratum separated into the inside of the bit 1 and entering the rod 2 is accommodated in the rod 2 as it is, and the rod is inserted at a suitable length. Pull 2 to the ground and collect the core.
In the case of forming a hole, when the stratum is soil or sandy, when the rod 2 is pulled out to the ground, the hole may collapse.
A method similar to the conventional method of pulling out the rod 2 to the ground leaving the sheath tube is performed. The soil, sand or clay that has entered the rod 2 is discharged to the ground as muddy water, or is discharged to the ground using a screw conveyor or the like. When the stratum is gravel or rocks, it is discharged as a core, or a crushing bit is provided in the rod 2 to crush and then discharged to the ground by water or a screw conveyor.
From time to time, it is also possible to rotate the rod 2 forward and backward to maintain the drilling direction.

【0013】このようにして穿孔中に方向を曲げたり、
方向を修正したりする必要が生じた時、本発明装置を用
いて、ロッド2の回転と推進を停止した状態で、ビット
1の傾斜面6を曲げたい側に対して反対側に向け、その
ままビット1の尖端7を孔底に押し付けた後、ロッド2
の中心線を回転中心とする回転運動と、ロッド2の回転
に伴って後進と該後進距離より長い前進距離の前進とを
繰り返しビット1に与え、且つビット1が整数回回転す
る毎に1往復の後進と前進を与え、回転するビット1が
1往復中に最も前進した時にビット1の尖端7が穿孔を
進めたい方向に向くようにするものである。
In this way, the direction is bent during drilling,
When it is necessary to correct the direction, the apparatus of the present invention is used to direct the inclined surface 6 of the bit 1 to the opposite side to the side to be bent with the rotation and propulsion of the rod 2 stopped, After pressing the tip 7 of the bit 1 against the hole bottom, the rod 2
Is repeatedly applied to the bit 1 by the rotation of the center line of the axis of rotation, and the backward movement and the forward movement of a forward distance longer than the backward movement with the rotation of the rod 2, and one reciprocation is made every time the bit 1 rotates an integral number of times. When the rotating bit 1 is most advanced during one reciprocation, the tip 7 of the bit 1 is directed in the direction desired to advance the drilling.

【0014】[0014]

【作用】上記の方法により穿孔方向の修正が行われる理
由を図2ないし図6について説明する。図2ないし図6
において、ビット1の曲げ方向は紙面に沿って左斜め下
である。図はその側面断面図に相当する。図7に示すよ
うにロッド2に回転と推進力を与えて穿孔中に、穿孔方
向を曲げる必要が生じた場合、ロッド2の回転と推進を
停止した状態で、ビット1の傾斜面6を図2に示すよう
に、曲げたい側に対して反対側に向け、その尖端7を孔
底に押し付ける。そしてビット1にロッド2の中心線を
回転中心とする回転運動と、例えばロッド2の1回転毎
に1回後進し且つ後進距離よりも長い距離だけ前進する
前後運動を与える。
The reason why the drilling direction is corrected by the above method will be described with reference to FIGS. 2 to 6
In, the bending direction of the bit 1 is diagonally downward left along the plane of the drawing. The figure corresponds to the side sectional view. As shown in FIG. 7, when it is necessary to bend the drilling direction during drilling by applying rotation and propulsive force to the rod 2, the inclined surface 6 of the bit 1 is shown with the rotation and propulsion of the rod 2 stopped. As shown in 2, the tip 7 is pressed against the bottom of the hole, facing away from the side to be bent. Then, the bit 1 is given a rotational movement about the center line of the rod 2 and, for example, a back-and-forth movement that moves backward once for each rotation of the rod 2 and advances a distance longer than the backward distance.

【0015】そうすると、ビット1の傾斜面6が図2か
ら向う側に90゜回転したときは、ビット1は回転に伴
い後退を伴っているので、図3に示すように孔底から離
れる。更に90゜向う側に回転すると更に孔底から離れ
図4に示すようにビット1の傾斜面6は図2とは逆にな
る。この位置から90゜向う側に回転すると同時に前進
するので、図5に示すようにビット1の尖端7は孔底に
近付くと共にその傾斜面6がこちら側に向く。更に90
゜向う側に回転すると同時に前進するので図2の状態に
戻る。
Then, when the inclined surface 6 of the bit 1 is rotated by 90 ° in the direction opposite to that of FIG. 2, the bit 1 retreats with the rotation, so that it is separated from the hole bottom as shown in FIG. When it is rotated further 90 °, it is further separated from the bottom of the hole, and the inclined surface 6 of the bit 1 becomes opposite to that shown in FIG. 2 as shown in FIG. Since it rotates 90 ° from this position and moves forward at the same time, as shown in FIG. 5, the tip 7 of the bit 1 approaches the bottom of the hole and its inclined surface 6 faces this side. 90 more
Rotate to the opposite side and move forward at the same time, returning to the state of FIG.

【0016】図2の状態に戻るときは、後進距離よりも
前後距離が長くなっているので、図2の前後で掘削が行
われる結果、孔底の全周の内、図2のビット1の尖端7
が孔底に圧接された部分イのみで切削されるようにな
り、切削が進むと孔底は図6のように、図2の時のビッ
ト1をちょうど囲んだ形状に形成され、図6のx−x方
向からy−y方向に穿孔方向が曲げられる。
When returning to the state of FIG. 2, since the front-rear distance is longer than the reverse distance, excavation is performed before and after FIG. 2, and as a result, of the entire circumference of the hole bottom, bit 1 of FIG. Point 7
Will be cut only at the portion (a) pressed against the bottom of the hole, and as the cutting progresses, the bottom of the hole is formed into a shape just surrounding the bit 1 in FIG. 2 as shown in FIG. The drilling direction is bent from the xx direction to the yy direction.

【0017】尚、前後運動はビット1の2回転に1往
復、或は3回転に1往復でも良いが、ビット1が孔底に
接触している時だけ切削が行われるので、このようにす
ると1回転について1往復の場合と比べて切削能率は1
/2、1/3に低下する。
It should be noted that the back-and-forth movement may be one reciprocation every two revolutions of the bit 1, or one reciprocation every three revolutions, but since the cutting is performed only when the bit 1 is in contact with the bottom of the hole, this is done. Cutting efficiency is 1 compared to one reciprocation per revolution
It decreases to / 2 and 1/3.

【0018】このように穿孔方向を修正したのち、図7
のように回転と推進とをロッド2に与えて一定方向に穿
孔を進めるのであるが、孔底が図6のようになっている
ため、そのままではロッド2を回転できないので、ロッ
ド2を一度後退させてから、回転させつつ徐々に前進さ
せ孔底を図7に示す状態に戻し穿孔を継続する。
After correcting the drilling direction as described above, FIG.
As shown in Fig. 6, rotation and propulsion are applied to the rod 2 to advance the drilling in a fixed direction. However, since the bottom of the hole is as shown in Fig. 6, the rod 2 cannot be rotated as it is, so the rod 2 is once retracted. After that, the hole bottom is returned to the state shown in FIG. 7 by rotating and gradually advancing to continue the perforation.

【0019】[0019]

【実施例】実施例1 本発明装置の一具体例である図1に示す穿孔装置を用い
て試験を行った。この穿孔装置では、ビット1を先端に
取り付けたロッド2が装置本体8のチャック9により固
定され、装置本体8に対して回転可能に支持されてい
る。装置本体8には回転油圧モータ10が設けてあり、
チャック9に回転運動を与えることによりロッド2及び
ビット1が回転するようになっている。
EXAMPLES Example 1 A test was carried out using the punching device shown in FIG. 1, which is a specific example of the device of the present invention. In this punching device, a rod 2 having a bit 1 attached to its tip is fixed by a chuck 9 of a device body 8 and is rotatably supported with respect to the device body 8. The device body 8 is provided with a rotary hydraulic motor 10,
By giving the chuck 9 a rotational movement, the rod 2 and the bit 1 are rotated.

【0020】装置本体8は架台12上に乗せられ、支持
輪11によりロッド2の長さ方向に移動可能に架台12
に支持されている。又、装置本体8は架台12内に配置
した推進油圧シリンダー13の外壁に固定され、推進油
圧シリンダー13のピストンロッド15の一端は架台1
2に固定されている。推進油圧シリンダー13のピスト
ンロッド15の固定端側のシリンダー室17aとその反
対側のシリンダー室17bへの給油は電磁切換弁19に
より切り換えられるようになっている。
The apparatus main body 8 is placed on a pedestal 12 and is movably mounted in the longitudinal direction of the rod 2 by a support wheel 11.
Supported by. Further, the device body 8 is fixed to the outer wall of the propulsion hydraulic cylinder 13 arranged in the pedestal 12, and one end of the piston rod 15 of the propulsion hydraulic cylinder 13 has one end.
It is fixed at 2. Oil supply to the cylinder chamber 17a on the fixed end side of the piston rod 15 of the propulsion hydraulic cylinder 13 and the cylinder chamber 17b on the opposite side thereof is switched by an electromagnetic switching valve 19.

【0021】従って、推進油圧シリンダー13のシリン
ダー室17aに給油すると装置本体8はビット1の方向
に前進し、反対側先のシリンダー室17bに給油すると
装置本体8は後退する。又、電磁切換弁19と推進油圧
シリンダー13の間には油量調整弁18が設けてあり、
2つのシリンダー室17a、17bに給油される油の量
を別々に調整できるようになっている。尚、21は油圧
モータ、22は手動切換弁、及び23はリリーフ弁であ
る。
Therefore, when the cylinder chamber 17a of the propulsion hydraulic cylinder 13 is refueled, the device body 8 advances in the direction of the bit 1, and when the cylinder chamber 17b on the opposite side is refueled, the device body 8 retracts. Further, an oil amount adjusting valve 18 is provided between the electromagnetic switching valve 19 and the propulsion hydraulic cylinder 13,
The amount of oil supplied to the two cylinder chambers 17a and 17b can be adjusted separately. Reference numeral 21 is a hydraulic motor, 22 is a manual switching valve, and 23 is a relief valve.

【0022】更に、装置本体8にはビット1の回転位置
を検出する回転位置検出器20が取り付けてあり、その
信号により電磁切換弁19を切り換えるようになってい
る。即ち、所定の位置にビット1の尖端7が到来した時
に回転位置検出器20が作動し、その信号により電磁切
換弁19が切り替わるようにした。尚、必要に応じて回
転位置検出器20と電磁切換弁19を使わず、手動切換
弁22によりビット1の前進と後退を制御することがで
きる。
Further, a rotational position detector 20 for detecting the rotational position of the bit 1 is attached to the main body 8 of the apparatus, and the electromagnetic switching valve 19 is switched by the signal thereof. That is, when the tip 7 of the bit 1 arrives at a predetermined position, the rotary position detector 20 is activated, and the signal is used to switch the electromagnetic switching valve 19. If necessary, the rotary position detector 20 and the electromagnetic switching valve 19 are not used, and the forward / backward movement of the bit 1 can be controlled by the manual switching valve 22.

【0023】図1ではビット1の尖端7を図示するよう
に下側にしてロッド2をチャック9で固定し、ビット1
が後退運動を開始してから半回転(180°)した位置で
回転位置検出器20が信号を発し、電磁切換弁19が切
り換わることで推進油圧シリンダー13により装置本体
8と共にビット1は前進を開始し、更に半回転した位置
で再度回転位置検出器20が信号を発してビット1は後
退する。
In FIG. 1, the tip 2 of the bit 1 is set to the lower side as shown in the drawing, and the rod 2 is fixed by the chuck 9 to fix the bit 1
The rotation position detector 20 outputs a signal at a position half a turn (180 °) after starting the backward movement, and the electromagnetic switching valve 19 is switched, whereby the propulsion hydraulic cylinder 13 causes the bit 1 to move forward together with the device main body 8. The rotation position detector 20 sends a signal again at a position where the rotation is started by a half turn, and the bit 1 moves backward.

【0024】このようにしてビット1は所定の回転位置
で前後運動を繰り返すが、実掘削長は前進刻み距離と後
退刻み距離の差として表される。この刻み距離は土質、
砂質、管径等によって異なるので、それぞれの物理的性
状に応じた刻み距離となるように、前進の刻み距離は油
量調整弁18aにより又後退の刻み距離は油量調整弁1
8bにより適正な刻み距離となるように調節する。
In this way, the bit 1 repeats the back-and-forth motion at a predetermined rotational position, but the actual excavation length is expressed as the difference between the forward step distance and the backward step distance. This step distance is soil quality,
Since it depends on the sand quality, the pipe diameter, etc., the forward step distance is adjusted by the oil amount adjusting valve 18a and the backward step distance is adjusted by the oil amount adjusting valve 1 so that the step distance can be set according to each physical property.
8b to adjust to a proper step distance.

【0025】この穿孔装置に、ビット1として外径16
5mm、内径151mm、傾斜面6の角度45°の鋼管
を円筒状のロッド2に取り付け、粘土質の土質を水平に
16mの掘削を実施した。この時、穿孔方向を意図的に
左に曲げるようにビット1の尖端7を左に向け、この位
置及び半回転した位置で回転位置検出器20が作動する
ように設定し、回転数1.5〜3rpm、前進刻み距離
25cm及び後退刻み距離20cmに設定して掘削し
た。
In this punching device, the bit 1 has an outer diameter of 16
A steel pipe having a diameter of 5 mm, an inner diameter of 151 mm, and an inclined surface 6 having an angle of 45 ° was attached to the cylindrical rod 2, and the clay soil was excavated horizontally for 16 m. At this time, the tip 7 of the bit 1 is directed to the left so that the direction of perforation is intentionally bent to the left, and the rotational position detector 20 is set to operate at this position and at a position where it has been half rotated, and the rotational speed is 1.5. Excavation was performed by setting ˜3 rpm, forward step distance 25 cm, and backward step distance 20 cm.

【0026】掘削試験後、ロッド2の管内を2m毎に測
量した結果、掘削口元から徐々に曲線を描きながら終掘
点で水平方向左側に10cmの変位(6.25%)を生
じ、上下方向の変位は認められなかった。
After the excavation test, the inside of the pipe of the rod 2 was measured every 2 m. As a result, a 10 cm displacement (6.25%) was generated on the left side in the horizontal direction at the final excavation point while drawing a curve gradually from the base of the excavation hole, and the vertical direction. No displacement was observed.

【0027】実施例2 実施例1と同じ穿孔装置に、ビット1として外径406
mm、内径392mm、傾斜面6の角度45°の鋼管を
ロッド2に取り付け、粘土質の土質を水平に15mの掘
削を実施した。この時、穿孔方向を意図的に左に曲げる
ようにビット1の尖端7を左に向け、この位置及び半回
転した位置で回転位置検出器20が作動するように設定
し、回転数1.5rpm、前進刻み距離10cm及び後
退刻み距離8cmに設定した。
Embodiment 2 In the same punching device as in Embodiment 1, the bit 1 has an outer diameter 406.
mm, an inner diameter of 392 mm, a steel pipe having an inclined surface 6 with an angle of 45 ° was attached to the rod 2, and clayey soil was excavated horizontally for 15 m. At this time, the tip 7 of the bit 1 is directed to the left so as to intentionally bend the drilling direction to the left, and the rotational position detector 20 is set to operate at this position and a half-rotated position, and the rotational speed is 1.5 rpm. The forward step distance was 10 cm and the backward step distance was 8 cm.

【0028】掘削試験後、ロッド2の管内を4m毎に測
量した結果、管径が大きくなったため管の曲線化は認め
難かったが、終掘点での水平方向左側への変位は10c
mの変位(6.67%)であって、上下方向の変位は認め
られなかった。
After the excavation test, the inside of the pipe of the rod 2 was measured every 4 m. As a result, the pipe diameter was large and it was difficult to make a curve of the pipe, but the displacement to the left in the horizontal direction at the final excavation point was 10 c.
It was a displacement of m (6.67%), and no displacement in the vertical direction was observed.

【0029】実施例3 実施例1と同じ穿孔装置に、ビット1として外径508
mm、内径490mm、傾斜面6の角度68°の鋼管を
ロッド2に取り付け、玉石混じりの砂礫層からなる土質
を水平に16mの掘削を実施した。この時、穿孔方向を
意図的に下方に曲げるようにビット1の尖端7を下に向
け、この位置及び半回転した位置で回転位置検出器20
が作動するように設定し、回転数1.5rpm、前進刻
み距離12cm及び後退刻み距離8cmに設定した。
Example 3 The same punching device as in Example 1 was used.
A steel pipe having an inner diameter of 490 mm, an inner diameter of 490 mm, and an inclined surface 6 having an angle of 68 ° was attached to the rod 2, and soil having a gravel layer containing boulders was excavated horizontally for 16 m. At this time, the tip 7 of the bit 1 is directed downward so that the drilling direction is intentionally bent downward, and the rotational position detector 20
Was set to operate, and the rotation speed was set to 1.5 rpm, the forward step distance was 12 cm, and the backward step distance was 8 cm.

【0030】掘削試験後、ロッド2の管内を2m毎に測
量した結果、掘削口元から終掘点までの平均勾配は9%
(若干上昇気味で変位量にして14.4cm)であった。
しかし、このような条件の悪い地層においては通常の掘
削では25%程度上方に変位するのが一般的であるが、
本実施例では通常の変位量の1/2〜1/3以下に抑え
ることが可能であり、十分実用に供し得ることが判明し
た。
After the excavation test, the inside of the pipe of the rod 2 was measured every 2 m, and as a result, the average gradient from the excavation mouth to the final excavation point was 9%.
(The displacement was 14.4 cm with a slight increase).
However, in the stratum with such bad conditions, it is general that the excavation is displaced by about 25% upward in normal excavation.
In the present embodiment, it was found that the amount of displacement can be suppressed to 1/2 to 1/3 or less of the normal displacement amount, and it can be sufficiently put to practical use.

【0031】[0031]

【発明の効果】本発明によれば、比較的簡単な装置を用
いて、地質を選ばず孔径が数cm〜100cm程度の孔
を形成する場合に適用でき、穿孔方向を任意に制御でき
る穿孔方向の制御方法及びその穿孔装置を提供すること
ができる。
INDUSTRIAL APPLICABILITY According to the present invention, the present invention can be applied to the case where a hole having a hole diameter of several cm to 100 cm is formed regardless of the geology by using a relatively simple device, and the hole direction can be arbitrarily controlled. It is possible to provide the control method and the punching device thereof.

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

【図1】本発明装置の一具体例を示す概略の側面図であ
る。
FIG. 1 is a schematic side view showing a specific example of the device of the present invention.

【図2】本発明方法の穿孔方向を変更する際のビット1
の最初の状態の説明図である。
FIG. 2 is a bit 1 for changing the drilling direction of the method of the present invention.
It is explanatory drawing of the first state of.

【図3】穿孔方向を変更するときのビット1が最初から
90゜回転すると同時に後退工程の半分を後退した状態
を示す説明図である。
FIG. 3 is an explanatory diagram showing a state in which the bit 1 when changing the drilling direction rotates 90 ° from the beginning and at the same time retracts half of the retracting step.

【図4】穿孔方向を変更するときのビット1が最初から
180゜回転すると同時に後退工程を最後まで後退した
状態を示す説明図である。
FIG. 4 is an explanatory view showing a state in which the bit 1 when changing the drilling direction rotates 180 ° from the beginning and at the same time the retracting process is retracted to the end.

【図5】穿孔方向を変更するときのビット1が最初から
270゜回転すると同時に最後退位置から半分(90°)
前進した状態を示す説明図である。
FIG. 5: When changing the drilling direction, bit 1 rotates 270 ° from the beginning and at the same time, halves (90 °) from the final retracted position.
It is explanatory drawing which shows the state which advanced.

【図6】穿孔方向が変更されつつある時の、孔底の状態
を示した説明図である。
FIG. 6 is an explanatory view showing a state of the hole bottom when the drilling direction is being changed.

【図7】ビット1により一定方向に穿孔中の孔底の状態
を示した説明図である。
FIG. 7 is an explanatory view showing a state of a hole bottom during drilling in a fixed direction by a bit 1.

【図8】先端が中心線に直角に形成されたビット1を用
いて穿孔中に穿孔方向を変更する従来方法の説明図であ
る。
FIG. 8 is an explanatory view of a conventional method of changing a drilling direction during drilling using a bit 1 having a tip formed at right angles to a center line.

【図9】先端が中心線に直角に形成されたビット1を用
いて穿孔中に穿孔方向を変更する図8と別の従来方法の
説明図である。
FIG. 9 is an explanatory view of another conventional method different from FIG. 8 in which the drilling direction is changed during drilling using the bit 1 whose tip is formed at right angles to the center line.

【符号の説明】[Explanation of symbols]

1 ビット 2 ロッド 3 外管 4 楔 5 孔 6 傾斜面 7 尖端 8 装置本体 9 チャック 10 回転油圧モータ 11 支持輪 12 架台 13 推進油圧シリンダー 14 ピストン 15 ピストンロッド 16 固定端 17a、17b シリンダー室 18 油量調整弁 19 電磁切換弁 20 回転位置検出器 21 油圧モータ 22 手動切換弁 23 リリーフ弁 1 bit 2 rod 3 outer tube 4 wedge 5 hole 6 inclined surface 7 tip 8 machine body 9 chuck 10 rotary hydraulic motor 11 support wheel 12 mount 13 propulsion hydraulic cylinder 14 piston 15 piston rod 16 fixed end 17a, 17b cylinder chamber 18 oil quantity Adjustment valve 19 Electromagnetic switching valve 20 Rotational position detector 21 Hydraulic motor 22 Manual switching valve 23 Relief valve

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】 ロッドの先端に取り付けられロッド側に
対して反対側が中心線に対して傾斜した傾斜面をなし且
つ開口した円筒状のビットと、ビットにロッドの中心線
を回転中心とする回転運動を与える回転装置と、穿孔方
向修正時にビットが整数回回転する毎に1往復の後進と
該後進距離より長い前進距離の前進とをビットに与える
前後移動装置とを備えたことを特徴とする穿孔方向制御
機構付き穿孔装置。
1. A cylindrical bit attached to the tip of a rod and having an opening on the opposite side to the rod side that is inclined with respect to the center line, and rotation about the center line of the rod. It is characterized by comprising a rotating device for giving a motion, and a back-and-forth moving device for giving a reciprocation of one reciprocation and an advance of a forward distance longer than the backward distance to the bit every time the bit rotates an integer number of times when the drilling direction is corrected. Drilling device with drilling direction control mechanism.
【請求項2】 ビットが取り付けられたロッドを回転可
能に支持した装置本体と、装置本体をロッドの長さ方向
に移動可能に支持した架台と、装置本体を外壁に固定し
且つピストンロッドの一端を架台に対して固定した推進
油圧シリンダーと、ピストンロッドの固定端側のシリン
ダー室とその反対側のシリンダー室への給油を切り換え
る切換弁と、両方のシリンダー室への給油量を調整する
油量調整弁とを備えたことを特徴とする、請求項1に記
載の穿孔方向制御機構付き穿孔装置。
2. A device main body that rotatably supports a rod to which a bit is attached, a pedestal that supports the device main body movably in the length direction of the rod, and an end of the piston rod that fixes the device main body to an outer wall. Propulsion hydraulic cylinder fixed to the pedestal, switching valve that switches oil supply to the cylinder chamber on the fixed end side of the piston rod and the cylinder chamber on the opposite side, and the oil amount that adjusts the oil supply amount to both cylinder chambers. The drilling device with a drilling direction control mechanism according to claim 1, further comprising a regulating valve.
【請求項3】 前記装置本体に取り付けたビットの回転
位置を検出する回転位置検出器と、給油を切り換える切
換弁として電磁切換弁を備え、回転位置検出器からの信
号により切換弁を切り換えるようにしたことを特徴とす
る、請求項2に記載の穿孔方向制御機構付き穿孔装置。
3. A rotary position detector for detecting a rotary position of a bit attached to the apparatus main body, and an electromagnetic switching valve as a switching valve for switching refueling, and the switching valve is switched by a signal from the rotational position detector. The punching device with a punching direction control mechanism according to claim 2, wherein
【請求項4】 給油を切り換える切換弁として手動切換
弁を備えたことを特徴とする、請求項2に記載の穿孔方
向制御機構付き穿孔装置。
4. A perforation apparatus with a perforation direction control mechanism according to claim 2, further comprising a manual switching valve as a switching valve for switching the oil supply.
JP5303994A 1994-02-25 1994-02-25 Drilling device with drilling direction control mechanism Expired - Lifetime JP2682798B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5303994A JP2682798B2 (en) 1994-02-25 1994-02-25 Drilling device with drilling direction control mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5303994A JP2682798B2 (en) 1994-02-25 1994-02-25 Drilling device with drilling direction control mechanism

Publications (2)

Publication Number Publication Date
JPH07238768A true JPH07238768A (en) 1995-09-12
JP2682798B2 JP2682798B2 (en) 1997-11-26

Family

ID=12931755

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5303994A Expired - Lifetime JP2682798B2 (en) 1994-02-25 1994-02-25 Drilling device with drilling direction control mechanism

Country Status (1)

Country Link
JP (1) JP2682798B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102162336A (en) * 2011-03-01 2011-08-24 中国海洋石油总公司 Locating device for rotary steering drilling tool of motor pump
CN104747079A (en) * 2013-12-31 2015-07-01 中国石油化工集团公司 Rotating guiding tool
JP2019127789A (en) * 2018-01-26 2019-08-01 ケミカルグラウト株式会社 Drilling bit
JP2019132090A (en) * 2018-02-02 2019-08-08 ケミカルグラウト株式会社 Drilling bit

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102162336A (en) * 2011-03-01 2011-08-24 中国海洋石油总公司 Locating device for rotary steering drilling tool of motor pump
CN104747079A (en) * 2013-12-31 2015-07-01 中国石油化工集团公司 Rotating guiding tool
JP2019127789A (en) * 2018-01-26 2019-08-01 ケミカルグラウト株式会社 Drilling bit
JP2019132090A (en) * 2018-02-02 2019-08-08 ケミカルグラウト株式会社 Drilling bit

Also Published As

Publication number Publication date
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