JP2002242574A - Drilling method - Google Patents
Drilling methodInfo
- Publication number
- JP2002242574A JP2002242574A JP2001037889A JP2001037889A JP2002242574A JP 2002242574 A JP2002242574 A JP 2002242574A JP 2001037889 A JP2001037889 A JP 2001037889A JP 2001037889 A JP2001037889 A JP 2001037889A JP 2002242574 A JP2002242574 A JP 2002242574A
- Authority
- JP
- Japan
- Prior art keywords
- drilling
- male
- tip
- gyroscope
- female
- 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
Links
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
- Earth Drilling (AREA)
- Gyroscopes (AREA)
Abstract
(57)【要約】
【課題】 削孔位置を正確に特定することが出来、しか
も、削孔方向を正確に予測して計画線に沿い高精度にて
削孔することが可能な削孔方法を提供する。
【解決手段】 地盤(G)を掘削している削孔ロッド
(3)内にジャイロスコープ(4)を挿入する工程と、
ジャイロスコープ(4)先端の雄型或いは雌型(10
B)が回転して削孔ロッド先端部(2)の雌型(10
A)或いは雄型と係合する工程と、その際に前記雄型
(10B)或いは雌型が回転した角度を検出する工程
と、捻れ検知装置(10)の雄型(10B)と雌型(1
0A)とが係合した地点から地上側の収納位置までジャ
イロスコープ(4)を引き込む工程と、その際にジャイ
ロスコープ(4)からの信号を記録して削孔軌跡を計測
する工程とを有する削孔方法。
(57) [Summary] [Problem] A drilling method capable of accurately specifying a drilling position, accurately predicting a drilling direction, and drilling with high accuracy along a planning line. I will provide a. SOLUTION: A gyroscope (4) is inserted into a drilling rod (3) excavating a ground (G);
Gyroscope (4) Male or female type (10
B) is rotated and the female die (10) of the drill rod tip (2) is rotated.
A) or the step of engaging with the male mold, the step of detecting the angle of rotation of the male mold (10B) or the female mold at that time, and the male mold (10B) and the female mold ( 1
0A) and the step of retracting the gyroscope (4) from the point of engagement with the ground position to the storage position on the ground side, and recording the signal from the gyroscope (4) at that time to measure the drilling locus. Drilling method.
Description
【0001】[0001]
【発明の属する技術分野】本発明は、水平削孔機及び削
孔ロッドを用いて削孔計画線に沿って地盤を削孔する削
孔方法(所謂「曲がりボーリング」)に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drilling method for drilling ground along a drilling planning line using a horizontal drilling machine and a drilling rod (so-called "curved boring").
【0002】[0002]
【従来の技術】曲がりボーリングにおいては、掘削位置
を正確に特定することが要求される。これに対しては、
従来、ビーコン型やステアリング型の位置検出装置が使
用されている。2. Description of the Related Art In curved boring, it is required to accurately specify a digging position. For this,
Conventionally, a beacon type or steering type position detecting device has been used.
【0003】ビーコン型位置検出装置は、先端部の発信
機から双曲状に発信された電波または電磁波をその直上
で受信することで先端位置、削孔方向、深度などが計測
できる。通信の媒体として電波や電磁波を使っているの
で、自然界に存在する迷走電流や磁気により、通信がで
きなかったり、誤差が発生する。また、発信機と受信機
との間に存在する電気的な障害や、鉄筋コンクリート内
の鉄筋などの吸収体によって計測できない場合も多い。
また、躯体直下の位置計測はできない。A beacon-type position detecting device can measure a tip position, a drilling direction, a depth, and the like by receiving a radio wave or an electromagnetic wave transmitted from a transmitter at a tip portion in a hyperbolic shape immediately above the device. Since radio waves or electromagnetic waves are used as a communication medium, communication cannot be performed or an error occurs due to stray current or magnetism existing in the natural world. In many cases, measurement cannot be performed due to an electrical obstacle existing between the transmitter and the receiver or an absorber such as a reinforcing bar in reinforced concrete.
Also, it is not possible to measure the position directly below the skeleton.
【0004】一方、ステアリング型は、先端部の位置検
知センサからロッド内に挿入した通信ケーブルを介して
位置情報を取得し、手元側でコンピューター処理によっ
て削孔軌跡を計測するが、削孔方向は、方位計で地磁気
を計測することで決定するので、前記検出方法と同様の
理由で正確な地磁気を測定できない場合が多い。On the other hand, the steering type acquires position information from a position detection sensor at the distal end via a communication cable inserted into a rod, and measures a drilling locus by computer processing at the hand side. Since the determination is made by measuring the terrestrial magnetism with a compass, it is often impossible to measure the terrestrial magnetism accurately for the same reason as in the above detection method.
【0005】そして、計測はリアルタイムで行われ、計
測位置は計測値から算出された推定値であることや計測
済みの点を固定点として累積計算するので精度が悪い。
さらに、ロッド長と同じ長さのケーブルを1本ずつ接続
して行くので能率も悪い。[0005] The measurement is performed in real time, and the measurement position is an estimated value calculated from the measured value, and the cumulative calculation is performed with the measured point as a fixed point, so that the accuracy is low.
Further, since cables having the same length as the rod length are connected one by one, the efficiency is low.
【0006】なお、削孔位置を検出した際に、その直後
における削孔方向を把握或いは予測出来れば、計画線に
沿って高精度で削孔することが可能である。しかしなが
ら、これらの従来技術では、削孔方向の正確な予測は不
可能であり、計画線に沿った高精度な削孔作業は困難で
あった。[0006] When the drilling position is detected, if the drilling direction immediately thereafter can be grasped or predicted, it is possible to drill with high accuracy along the planning line. However, with these conventional techniques, it is impossible to accurately predict a drilling direction, and it is difficult to perform a drilling operation with high accuracy along a planning line.
【0007】[0007]
【発明が解決しようとする課題】本発明は、上述した様
な従来技術の問題点に鑑みて提案されたものであり、削
孔位置を正確に特定することが出来、しかも、削孔方向
を正確に予測して計画線に沿い高精度にて削孔すること
が可能な削孔方法を提供することを目的としている。SUMMARY OF THE INVENTION The present invention has been proposed in view of the above-mentioned problems of the prior art, and it is possible to accurately specify a drilling position, and furthermore, to change a drilling direction. It is an object of the present invention to provide a drilling method capable of accurately predicting and drilling with high accuracy along a planning line.
【0008】[0008]
【課題を解決するための手段】本発明の削孔方法は、地
盤を掘削している削孔ロッド内にジャイロスコープを挿
入する工程を有し、ジャイロスコープ先端には該ジャイ
ロスコープに対して回転自在に構成された捻れ検知装置
の雄型或いは雌型が設けられており、削孔ロッド先端部
には削孔ロッド先端の削孔方向決定部材に対して固定さ
れている捻れ検知装置の雌型或いは雄型が設けられてお
り、ジャイロスコープ先端の雄型或いは雌型が回転して
削孔ロッド先端部の雌型或いは雄型と係合する工程と、
その際に前記雄型或いは雌型が回転した角度を検出する
工程と、捻れ検知装置の雄型と雌型とが係合した地点か
ら地上側の収納位置までジャイロスコープを引き込む工
程と、その際にジャイロスコープからの信号を記録して
削孔軌跡を計測する工程、とを含むことを特徴とする。A drilling method according to the present invention includes a step of inserting a gyroscope into a drilling rod excavating the ground, and a tip of the gyroscope is rotated with respect to the gyroscope. A male type or a female type of a freely configured torsion detecting device is provided, and a female type of a torsion detecting device fixed to a drilling direction determining member at the drilling rod distal end at a drilling rod distal end portion. Alternatively, a male mold is provided, and the male or female mold at the tip of the gyroscope rotates and engages with the female or male mold at the tip of the drilling rod,
At this time, a step of detecting the angle at which the male mold or the female mold is rotated, and a step of retracting the gyroscope from a point where the male mold and the female mold of the torsion detecting device are engaged to a storage position on the ground side, Recording the signal from the gyroscope to measure the drilling trajectory.
【0009】かかる構成を具備する本発明によれば、捻
れ検知装置の雄型と雌型とが係合した地点から地上側の
収納位置までジャイロスコープを引き込み、その際にジ
ャイロスコープからの信号を記録してジャイロスコープ
引き込みの軌跡、すなわち削孔軌跡を計測するので当該
軌跡から削孔位置を正確に特定することが出来る。According to the present invention having such a configuration, the gyroscope is retracted from the point where the male and female types of the torsion detecting device are engaged to the storage position on the ground, and at that time, the signal from the gyroscope is received. Since the trajectory of the gyroscope retraction, that is, the drilling trajectory is measured by recording, the drilling position can be accurately specified from the trajectory.
【0010】また、本発明は、前記雄型或いは雌型が回
転した角度に基づいて削孔ロッドによる削孔方向を予測
する工程と、予測された削孔方向が削孔予定の計画線か
ら偏位しているか否かを判定する工程とを含んでいる。
そして、予測された削孔方向が削孔予定の計画線から偏
位している場合に、削孔ロッドを回転して削孔ロッド先
端の削孔方向決定部材が指向している方向を変更し削孔
方向を制御する。Further, the present invention provides a step of predicting a drilling direction by a drilling rod based on the angle at which the male or female die has rotated, wherein the predicted drilling direction is deviated from a planned line to be drilled. Judging whether or not they are positioned.
Then, when the predicted drilling direction is deviated from the planned drilling line, the drilling rod is rotated to change the direction in which the drilling direction determining member at the tip of the drilling rod points. Control the drilling direction.
【0011】このように、前記雄型或いは雌型が回転し
た角度は削孔方向決定部材が指向する方向に対応するの
で、掘削ロッドの進行する角度を正確に予測することが
出来る。従って、予測された削孔方向が削孔予定の計画
線から偏位しているか否かの判定も可能である。As described above, since the angle at which the male or female die rotates corresponds to the direction in which the drilling direction determining member is directed, the angle at which the drill rod advances can be accurately predicted. Therefore, it is also possible to determine whether the predicted drilling direction deviates from the planned drilling line.
【0012】また、本発明は、予め地上側から削孔ロッ
ドを所定角度だけ回転する工程と、該所定角度と前記雄
型或いは雌型が回転した角度とを用いて、地上側から削
孔ロッドを回転した角度と削孔ロッド先端における回転
角度との補正係数を演算する工程とを有している。The present invention also provides a step of previously rotating a drilling rod from the ground side by a predetermined angle, and using the predetermined angle and the angle at which the male or female die is rotated from the ground side. Calculating a correction coefficient for the angle of rotation of the hole and the rotation angle at the tip of the drilling rod.
【0013】したがって、削孔が進み、削孔ロッドが長
くなってロッドに残留歪みが生じ、ロッドの回転角度よ
り先端装置の回転角度が小さくなるような場合に、削孔
ロッドを1/2から1回転程度回転させ、そのときのロ
ッド回転角と先端装置の回転角とを比較してその差から
補正係数を算出し、コンピュータ処理の際に自動的に補
正を行って残留歪み発生による誤差を消去することがで
きる。Therefore, when the drilling proceeds, the drilling rod becomes longer and residual distortion occurs in the rod, and when the rotation angle of the tip device becomes smaller than the rotation angle of the rod, the drilling rod is reduced from 1/2. After about one rotation, the rod rotation angle at that time is compared with the rotation angle of the tip device, and a correction coefficient is calculated from the difference. The correction coefficient is automatically corrected at the time of computer processing to reduce the error due to the occurrence of residual distortion. Can be erased.
【0014】[0014]
【発明の実施の形態】以下、図面を参照して本発明の実
施形態を説明する。図1には本削孔方法を実施する削孔
手段の構成が示されている。図において、削孔機1で駆
動される削孔ロッド3が削孔機前下方の地盤G中に延
び、その先端には、公知の曲りボーリング施工用の先端
部2が取り付けられている。そして、削孔機1には、ジ
ャイロスコープ(以下、ジャイロという)4の挿入引き
込みを行うジャイロ挿入引き込み装置7およびジャイロ
4を収納する格納箱6が搭載されている。また、掘削機
1の後方には通信ケーブル8を巻いたリール5が置かれ
ており、そのケーブル8は、削孔ロッド3内に挿入され
たジャイロ4に接続されており、そのジャイロ4は、図
示の状態では先端部2に後記する捩れ検知装置10を介
して係合されている。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows the configuration of a drilling means for performing the present drilling method. In the figure, a drilling rod 3 driven by a drilling machine 1 extends into a ground G in front of and below a drilling machine, and a tip 2 of a well-known curved boring construction is attached to its tip. The drilling machine 1 is equipped with a gyro insertion / retraction device 7 for inserting and retracting a gyroscope (hereinafter referred to as a gyro) 4 and a storage box 6 for accommodating the gyro 4. A reel 5 around which a communication cable 8 is wound is placed behind the excavator 1, and the cable 8 is connected to a gyro 4 inserted into the drilling rod 3, and the gyro 4 is In the illustrated state, the distal end portion 2 is engaged via a torsion detecting device 10 described later.
【0015】図2には、曲りボーリング施工用の先端部
2が示されており、その先端には、掘削用のジェットを
噴出するノズル15aが開口し、曲線状に掘進するため
の削孔方向決定部材12が軸線に対し傾斜して設けられ
ている。そして、その後方にはビーコン型センサ13が
配設されている。図2では、先端部2の後端に捩れ検知
装置10を介してジャイロ4が係合される状態が示めさ
れている。FIG. 2 shows a tip portion 2 for bending boring. A nozzle 15a for jetting a jet for excavation is opened at the tip, and a drilling direction for excavating in a curved shape. The determining member 12 is provided to be inclined with respect to the axis. Beacon-type sensor 13 is provided behind the sensor. FIG. 2 shows a state in which the gyro 4 is engaged with the rear end of the distal end portion 2 via the torsion detecting device 10.
【0016】図3および図4には、捩れ検知装置10が
示されている。図3には、先端部2側の雌型10A、図
4には係合するジャイロ4側の雄型10Bがそれぞれ示
されおり、雄型10BをX方向に雌型10A内に挿入
し、螺旋面sに沿って矢印R方向に回転して係合され、
先端部2の捩れがジャイロ4により検知される。なお、
雌型と雄型との関係は、先端部2側とジャイロ4側との
いずれであっても良い。FIGS. 3 and 4 show the torsion detecting device 10. FIG. 3 shows a female mold 10A on the distal end portion 2 side, and FIG. 4 shows a male mold 10B on the gyro 4 side to be engaged. The male mold 10B is inserted into the female mold 10A in the X direction, and the spiral is inserted. It is engaged by rotating in the direction of arrow R along the surface s,
The gyro 4 detects the twist of the tip 2. In addition,
The relationship between the female mold and the male mold may be on either the tip 2 side or the gyro 4 side.
【0017】次に、削孔方法の態様について説明する。
削孔は、地上の削孔機1により削孔ロッド3を駆動して
先端部2で掘削推進する(従来の技術)。そして、削孔
終了部分の削孔軌跡の計測は、まず、図5に示すように
削孔ロッド3にジャイロ挿入引き込み装置7によってジ
ャイロ4を挿入し、ロッド3の先端部2に到達すると、
捩れ検知装置10がジャイロ4とは独立して回転でき、
先端部2に嵌合して、その向きがジャイロ4で検出され
た鉛直方向を基準にして計測される。Next, an embodiment of the drilling method will be described.
In drilling, the drilling rod 3 is driven by the drilling machine 1 on the ground, and excavation is promoted at the tip 2 (prior art). Then, the measurement of the drilling locus of the drilling end portion is performed by first inserting the gyro 4 into the drilling rod 3 by the gyro insertion / retraction device 7 as shown in FIG.
The torsion detecting device 10 can rotate independently of the gyro 4,
The gyro 4 is fitted on the tip 2 and its direction is measured based on the vertical direction detected by the gyro 4.
【0018】次に、ジャイロ4をジャイロ挿入引き込み
装置7によって引き抜きながら削孔軌跡を計測し、計測
値はケーブルにより地上のコンピュータ(図示なし)に
送られる。ひきぬかれたジャイロ4は格納箱6に収納さ
れる(図6)。ジャイロ4が格納箱6に収納された時点
で、コンピュータはデータ処理を行い、計測された削孔
軌跡を予定された計画線と共にディスプレイする。これ
と共に、計測された先端装置2の向きから次の削孔方向
を予測して表示する。こうして、予測された方向が、予
定の計画線と異なった場合には、ロッド3を回転させて
削孔方向を制御する。この際、ロッド3の回転に伴って
コンピュータディスプレイ上の予定計画線も変化するよ
うに構成する。Next, the drilling trajectory is measured while the gyro 4 is pulled out by the gyro insertion / retraction device 7, and the measured value is sent to a computer (not shown) on the ground via a cable. The gyro 4 is stored in the storage box 6 (FIG. 6). When the gyro 4 is stored in the storage box 6, the computer performs data processing and displays the measured drilling trajectory along with the planned planning line. At the same time, the next drilling direction is predicted and displayed from the measured direction of the tip device 2. When the predicted direction is different from the planned line, the rod 3 is rotated to control the drilling direction. At this time, the schedule line on the computer display is configured to change as the rod 3 rotates.
【0019】図7は、曲り部分の削孔を終え、計測のた
めにジャイロ4を挿入した状態を示し、この状態からジ
ャイロ4を引き抜いて軌跡を計測し、ジャイロ4を収納
した状態でさらにその先の削孔を行う(図8)。このよ
うに、削孔中に削孔終了部分の削孔軌跡を随時計測し、
削孔方向を修正しながら削孔を進める。FIG. 7 shows a state in which the gyro 4 has been inserted for measurement after the drilling of the bent portion has been completed. From this state, the gyro 4 is pulled out to measure the locus. The above drilling is performed (FIG. 8). In this way, during drilling, the drilling locus of the drilling end portion is measured as needed,
Advance the drilling while correcting the drilling direction.
【0020】なお、削孔が進み、削孔ロッド3が長くな
るとロッド3に残留歪みが生じ、ロッド3の回転角度よ
り先端部2の回転角度が小さくなる恐れがある。このよ
うな場合には、地上側から削孔ロッド3を1/2から1
回転程度回転させ、そのときのロッド回転角と先端部の
回転角とを比較し、この差のから補正係数を算出する。
そして、コンピュータ処理の際に自動的に補正を行い残
留歪み発生による誤差を消去する。When drilling progresses and the drilling rod 3 becomes longer, residual distortion occurs in the rod 3, and the rotation angle of the tip 2 may be smaller than the rotation angle of the rod 3. In such a case, the drilling rod 3 is moved from 1/2 to 1 from the ground side.
The rod is rotated about the rotation, the rod rotation angle at that time is compared with the rotation angle of the tip, and a correction coefficient is calculated from the difference.
Then, the correction is automatically performed at the time of computer processing, and errors due to the occurrence of residual distortion are eliminated.
【0021】[0021]
【発明の効果】本発明による作用効果を以下に列挙す
る。 (1) 掘削軌跡を計測して掘削位置を正確に特定でき
る。計測は削孔終了後に行われ推定値の累積ではないの
で計測精度が高い。 (2) 捻れ検知装置の雄型と雌型とが係合した際の回
転角度により、削孔ロッドの進行方向を正確に予測でき
る。そして、削孔予定の計画線に沿って、高精度にて削
孔できる。 (3) 地上側のロッド回転と削孔ロッド先端のロッド
回転との補正係数が容易且つ正確に求められ残留歪み発
生による誤差を消去して高精度に削孔できる。 (4) ジャイロを使用するため、電気的な障害の影響
を受けず、どのような環境でも計測が可能である。 (5) 機械組み込み型の計測器のため、設置・撤去の
手間を省くことができ、削孔時間を多く取ることができ
る。また、計測リールによりジャイロをロッド後端から
挿入、引き込みをすることで能率良く計測することがで
きる。The effects of the present invention are listed below. (1) The excavation position can be accurately specified by measuring the excavation locus. The measurement is performed after the drilling is completed and is not the accumulation of the estimated values, so that the measurement accuracy is high. (2) The traveling direction of the drilling rod can be accurately predicted based on the rotation angle when the male and female types of the torsion detection device are engaged. Then, the drilling can be performed with high precision along the planned drilling line. (3) Correction coefficients for the rotation of the ground side rod and the rotation of the rod at the tip of the drilling rod can be easily and accurately determined, and errors due to the occurrence of residual distortion can be eliminated to perform drilling with high precision. (4) Since a gyro is used, measurement can be performed in any environment without being affected by an electrical disturbance. (5) Since it is a mechanical built-in type measuring instrument, the labor for installation and removal can be saved, and the drilling time can be increased. Further, by inserting and retracting the gyro from the rear end of the rod using the measurement reel, measurement can be performed efficiently.
【図1】本発明の削孔方法を実施する削孔手段の構成を
示す図。FIG. 1 is a diagram showing a configuration of a drilling means for performing a drilling method of the present invention.
【図2】図1の曲りボーリング削孔装置の詳細を示す断
面図。FIG. 2 is a cross-sectional view showing details of the bent boring apparatus shown in FIG. 1;
【図3】捩れ検知装置の雌型を示す斜視図。FIG. 3 is a perspective view showing a female type of the torsion detection device.
【図4】捩れ検知装置の雄型を示す斜視図。FIG. 4 is a perspective view showing a male type of the twist detection device.
【図5】ジャイロを挿入した状態を示す断面図。FIG. 5 is a sectional view showing a state where a gyro is inserted.
【図6】図5からジャイロを引き込んだ状態を示す断面
図。FIG. 6 is a sectional view showing a state in which the gyro is drawn in from FIG. 5;
【図7】ジャイロを挿入して軌跡を計測する状態を示す
断面図。FIG. 7 is a sectional view showing a state in which a gyro is inserted to measure a trajectory.
【図8】図7からジャイロを引き込み削孔を再開する状
態を示す断面図。FIG. 8 is a sectional view showing a state in which the gyro is drawn in from FIG. 7 and drilling is resumed.
1・・・削孔機 2・・・先端部 3・・・削孔ロッド 4・・・ジャイロ 5・・・リール 6・・・ジャイロ格納箱 7・・・ジャイロ挿入引き込み装置 8・・・ケーブル 10・・・捩れ検知装置 10A・・・雌型 10B・・・雄型 12・・・削孔方向決定部材 DESCRIPTION OF SYMBOLS 1 ... Drilling machine 2 ... Tip part 3 ... Drilling rod 4 ... Gyro 5 ... Reel 6 ... Gyro storage box 7 ... Gyro insertion / retraction device 8 ... Cable DESCRIPTION OF SYMBOLS 10 ... Torsion detection apparatus 10A ... Female type 10B ... Male type 12 ... Drilling direction determination member
Claims (4)
イロスコープを挿入する工程を有し、ジャイロスコープ
先端には該ジャイロスコープに対して回転自在に構成さ
れた捻れ検知装置の雄型或いは雌型が設けられており、
削孔ロッド先端部には削孔ロッド先端の削孔方向決定部
材に対して固定されている捻れ検知装置の雌型或いは雄
型が設けられており、ジャイロスコープ先端の雄型或い
は雌型が回転して削孔ロッド先端部の雌型或いは雄型と
係合する工程と、その際に前記雄型或いは雌型が回転し
た角度を検出する工程と、捻れ検知装置の雄型と雌型と
が係合した地点から地上側の収納位置までジャイロスコ
ープを引き込む工程と、その際にジャイロスコープから
の信号を記録して削孔軌跡を計測する工程、とを含むこ
とを特徴とする削孔方法。1. A method of inserting a gyroscope into a drilling rod excavating the ground, wherein a gyroscope tip is provided with a male type or a torsion detecting device rotatably configured with respect to the gyroscope. A female mold is provided,
At the tip of the drilling rod, a female or male type of torsion detector fixed to the drilling direction determining member at the tip of the drilling rod is provided, and the male or female type at the tip of the gyroscope rotates. Engaging the female or male die at the tip of the drilling rod, detecting the angle of rotation of the male or female die, and the male and female die of the torsion detection device A drilling method comprising: a step of retracting a gyroscope from a point of engagement to a storage position on the ground side; and a step of recording a signal from the gyroscope and measuring a drilling locus at that time.
づいて削孔ロッドによる削孔方向を予測する工程と、予
測された削孔方向が削孔予定の計画線から偏位している
か否かを判定する工程、とを含む請求項1の削孔方法。2. A step of predicting a drilling direction by a drilling rod based on the angle at which the male or female die is rotated, and determining whether the predicted drilling direction is deviated from a planned drilling line. Determining the presence or absence of the hole.
から偏位している場合に、削孔ロッドを回転して削孔ロ
ッド先端の削孔方向決定部材が指向している方向を変更
し、以って削孔方向を制御する請求項2の削孔方法。3. The direction in which the drilling rod is rotated and the drilling direction determining member at the tip of the drilling rod is oriented when the predicted drilling direction is deviated from the planned drilling line. The drilling method according to claim 2, wherein the drilling direction is controlled by controlling the drilling direction.
け回転する工程と、該所定角度と前記雄型或いは雌型が
回転した角度とを用いて、地上側から削孔ロッドを回転
した角度と削孔ロッド先端における回転角度との補正係
数を演算する工程、とを有する請求項3の削孔方法。4. A step of previously rotating the drilling rod from the ground side by a predetermined angle, and an angle at which the drilling rod is rotated from the ground side using the predetermined angle and the angle at which the male or female die is rotated. 4. The drilling method according to claim 3, further comprising the step of: calculating a correction coefficient of the rotation angle at the tip of the drilling rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001037889A JP3763399B2 (en) | 2001-02-15 | 2001-02-15 | Drilling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2001037889A JP3763399B2 (en) | 2001-02-15 | 2001-02-15 | Drilling method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2002242574A true JP2002242574A (en) | 2002-08-28 |
| JP3763399B2 JP3763399B2 (en) | 2006-04-05 |
Family
ID=18900959
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|---|---|---|---|
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| Country | Link |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007155377A (en) * | 2005-12-01 | 2007-06-21 | Tamagawa Seiki Co Ltd | Hole measurement method |
| JP2008150919A (en) * | 2006-12-20 | 2008-07-03 | Taisei Corp | Boring drilling device tip position detection system and drilling tube |
| JP2010180581A (en) * | 2009-02-04 | 2010-08-19 | Chemical Grouting Co Ltd | Soil sampling method |
| JP2013209827A (en) * | 2012-03-30 | 2013-10-10 | Osaka Bosui Constr Co Ltd | Drilling direction detection device |
| JP2014196594A (en) * | 2013-03-29 | 2014-10-16 | 東亜建設工業株式会社 | Ground excavator |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5390952B2 (en) * | 2009-06-19 | 2014-01-15 | 株式会社不動テトラ | Rotation angle detection device and rotation angle detection method for tip inclined plate of drilling rod |
| JP5357065B2 (en) * | 2010-01-08 | 2013-12-04 | 前田建設工業株式会社 | Deviation direction detecting device and drilling method of tip bit in drilling machine |
| JP5666823B2 (en) * | 2010-04-15 | 2015-02-12 | 前田建設工業株式会社 | Bent boring method and drilling device used therefor |
| JP5666825B2 (en) * | 2010-04-30 | 2015-02-12 | 前田建設工業株式会社 | Bent boring method and drilling device used therefor |
-
2001
- 2001-02-15 JP JP2001037889A patent/JP3763399B2/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007155377A (en) * | 2005-12-01 | 2007-06-21 | Tamagawa Seiki Co Ltd | Hole measurement method |
| JP2008150919A (en) * | 2006-12-20 | 2008-07-03 | Taisei Corp | Boring drilling device tip position detection system and drilling tube |
| JP2010180581A (en) * | 2009-02-04 | 2010-08-19 | Chemical Grouting Co Ltd | Soil sampling method |
| JP2013209827A (en) * | 2012-03-30 | 2013-10-10 | Osaka Bosui Constr Co Ltd | Drilling direction detection device |
| JP2014196594A (en) * | 2013-03-29 | 2014-10-16 | 東亜建設工業株式会社 | Ground excavator |
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| Publication number | Publication date |
|---|---|
| JP3763399B2 (en) | 2006-04-05 |
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