JP2982890B2 - Attitude measurement device and attitude control method for ground excavator - Google Patents

Attitude measurement device and attitude control method for ground excavator

Info

Publication number
JP2982890B2
JP2982890B2 JP6263129A JP26312994A JP2982890B2 JP 2982890 B2 JP2982890 B2 JP 2982890B2 JP 6263129 A JP6263129 A JP 6263129A JP 26312994 A JP26312994 A JP 26312994A JP 2982890 B2 JP2982890 B2 JP 2982890B2
Authority
JP
Japan
Prior art keywords
attitude
excavator
ground excavator
ground
rotation angle
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired - Fee Related
Application number
JP6263129A
Other languages
Japanese (ja)
Other versions
JPH08100440A (en
Inventor
俊男 中村
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.)
OOBAYASHIGUMI KK
Original Assignee
OOBAYASHIGUMI KK
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 OOBAYASHIGUMI KK filed Critical OOBAYASHIGUMI KK
Priority to JP6263129A priority Critical patent/JP2982890B2/en
Publication of JPH08100440A publication Critical patent/JPH08100440A/en
Application granted granted Critical
Publication of JP2982890B2 publication Critical patent/JP2982890B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E02F3/20Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with tools that only loosen the material, i.e. mill-type wheels
    • E02F3/205Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels with tools that only loosen the material, i.e. mill-type wheels with a pair of digging wheels, e.g. slotting machines
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F3/00Dredgers; Soil-shifting machines
    • E02F3/04Dredgers; Soil-shifting machines mechanically-driven
    • E02F3/18Dredgers; Soil-shifting machines mechanically-driven with digging wheels turning round an axis, e.g. bucket-type wheels
    • E02F3/22Component parts
    • E02F3/26Safety or control devices

Landscapes

  • Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Gyroscopes (AREA)
  • Length Measuring Devices By Optical Means (AREA)

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、地盤掘削機の姿勢計測
装置および姿勢制御方法に係り、特に、ハイドロフレー
ズ掘削機の姿勢制御装置および姿勢制御方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an attitude measuring apparatus and an attitude control method for a ground excavator, and more particularly to an attitude control apparatus and an attitude control method for a hydrophrase excavator.

【0002】[0002]

【従来の技術】地盤を掘削する掘削機には、ハイドロフ
レーズ掘削機、ケリー掘削機、CIS掘削機等がある
が、これらのうち、ハイドロフレーズ掘削機は、100
m程度の大深度掘削に適した掘削機である。
2. Description of the Related Art Excavators for excavating the ground include a hydrophrase excavator, a Kelly excavator, a CIS excavator and the like.
This excavator is suitable for deep excavation of about m.

【0003】図4は、このようなハイドロフレーズ掘削
機1を吊下げ用ワイヤー2を介してクレーン3で吊り下
げた様子を示した側面図である。同図でわかるように、
ハイドロフレーズ掘削機1は、フレーム4の下端に油圧
式のロータリーカッター5を備えてあり、掘削の際に
は、ハイドロフレーズ掘削機1を掘削溝7内に吊り降ろ
し、その状態でロータリーカッター5を作動させること
により、当該掘削溝7の底部を掘り下げていくようにな
っている。
FIG. 4 is a side view showing a state where such a hydrophrase excavator 1 is suspended by a crane 3 via a suspension wire 2. As you can see in the figure,
The hydrophrase excavator 1 is provided with a hydraulic rotary cutter 5 at the lower end of the frame 4. When excavating, the hydrophrase excavator 1 is suspended in the excavation groove 7 and the rotary cutter 5 is By operating, the bottom of the excavation groove 7 is dug down.

【0004】ここで、掘削精度を管理するためには、ハ
イドロフレーズ掘削機1の姿勢を計測制御することが不
可欠であり、鉛直精度については、フレームに取り付け
た傾斜計を用いて管理し、水平方向のずれおよび鉛直軸
線回りのねじれについては、先に本出願人が開発した実
公平6-24429 号公報記載の変位測定装置を用いて精度管
理していた。
Here, in order to control the excavation accuracy, it is indispensable to measure and control the attitude of the hydrophrase excavator 1. The vertical accuracy is managed by using an inclinometer attached to a frame, and the horizontal accuracy is controlled. The deviation of the direction and the twist around the vertical axis were controlled by using a displacement measuring device described in Japanese Utility Model Publication No. 6-24429 developed by the present applicant.

【0005】かかる変位測定装置を図5に示す。同図に
示す変位測定装置11においては、ハイドロフレーズ掘
削機1の上端と図示しないクレーンの所定位置との間に
張られた一対の計測用ワイヤー14、14の水平方向変
位を支持架台12に取り付けられたリンク機構13で検
出し、かかる検出値を用いて当該掘削機1の水平方向の
ずれおよび鉛直軸線回りのねじれ量を推定できるように
なっている。
FIG. 5 shows such a displacement measuring device. In the displacement measuring device 11 shown in the figure, the horizontal displacement of a pair of measuring wires 14, 14 stretched between the upper end of the hydrophrase excavator 1 and a predetermined position of a crane (not shown) is attached to the support base 12. The excavator 1 can be estimated in the horizontal direction and the amount of twist around the vertical axis by using the detected values.

【0006】[0006]

【発明が解決しようとする課題】ここで、支持架台12
は、掘削溝7を跨ぐようにしてガイドトレンチ6の上に
設置してあり、ハイドロフレーズ掘削機1を水平移動さ
せる際には、支持架台12も設置換えをしなければなら
ないという不便を生じていた。また、計測用ワイヤー1
4を介して掘削機1の変位を計測するため、計測精度に
は限界があった。さらに、かかる支持架台12をはじ
め、計測用ワイヤー14やリンク機構13が邪魔になっ
て作業性が低下するという問題も生じていた。
Here, the support base 12
Is installed on the guide trench 6 so as to straddle the excavation groove 7, and when the hydrophrase excavator 1 is moved horizontally, the support base 12 also needs to be replaced, which causes inconvenience. Was. In addition, measurement wire 1
Since the displacement of the excavator 1 is measured through the measuring device 4, the measurement accuracy is limited. Further, there has been a problem that the workability is reduced because the support wire 12, the measuring wire 14 and the link mechanism 13 are in the way.

【0007】本発明は、上述した事情を考慮してなされ
たもので、計測精度を向上させるとともに掘削中の作業
性を改善することができる地盤掘削機の姿勢計測装置お
よび姿勢制御方法を提供することを目的とする。
The present invention has been made in view of the above circumstances, and provides a posture measuring apparatus and a posture control method for a ground excavator capable of improving measurement accuracy and improving workability during excavation. The purpose is to:

【0008】[0008]

【課題を解決するための手段】上記目的を達成するた
め、本発明の地盤掘削機の姿勢計測装置は請求項1に記
載したように、地盤掘削機の所定位置に取り付けられた
光ジャイロと、当該光ジャイロを用いて検出された前記
地盤掘削機の回転角を前記地盤掘削機の姿勢の変化とし
てリアルタイムに表示可能なコンピュータ手段とを備え
たものである。
In order to achieve the above object, an attitude measuring device for a ground excavator according to the present invention comprises: an optical gyro attached to a predetermined position of the ground excavator; Computer means capable of displaying in real time a rotation angle of the ground excavator detected using the optical gyro as a change in attitude of the ground excavator.

【0009】また、本発明の地盤掘削機の姿勢制御方法
は請求項2に記載したように、地盤掘削機の所定位置に
取り付けられた光ジャイロを用いて前記地盤掘削機の回
転角を検出する工程と、当該回転角を前記地盤掘削機の
姿勢の変化として所定のコンピュータ手段にリアルタイ
ムに表示する工程と、前記姿勢の変化を見ながら前記地
盤掘削機の姿勢を制御する工程とを含むものである。
According to a second aspect of the present invention, there is provided an attitude control method for a ground excavator, wherein a rotation angle of the ground excavator is detected using an optical gyro attached to a predetermined position of the ground excavator. A step of displaying the rotation angle as a change in the attitude of the ground excavator on a predetermined computer means in real time, and a step of controlling the attitude of the ground excavator while watching the change in the attitude.

【0010】[0010]

【作用】本発明の地盤掘削機の姿勢計測装置および姿勢
制御方法においては、まず、地盤掘削機の所定位置に取
り付けられた光ジャイロを用いて前記地盤掘削機の回転
角を検出する。次に、検出された回転角を地盤掘削機の
姿勢の変化としてパソコン等のコンピュータ手段にリア
ルタイムに表示する。次に、パソコンのディスプレイ上
に表示された姿勢の変化を見ながら、地盤掘削機に備え
られた支持パッドを駆動制御し、地盤掘削機の姿勢を制
御する。
In the attitude measuring apparatus and attitude control method for a ground excavator according to the present invention, first, the rotation angle of the ground excavator is detected using an optical gyro attached to a predetermined position of the ground excavator. Next, the detected rotation angle is displayed in real time on computer means such as a personal computer as a change in the attitude of the ground excavator. Next, while watching the change in the attitude displayed on the display of the personal computer, the driving of the support pad provided on the ground excavator is controlled to control the attitude of the ground excavator.

【0011】[0011]

【実施例】以下、本発明の地盤掘削機の姿勢計測装置お
よび姿勢制御方法の実施例について、添付図面を参照し
て説明する。なお、従来技術と実質的に同一の部品等に
ついては同一の符号を付してその説明を省略する。
BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view showing an embodiment of an attitude measuring apparatus and an attitude control method for a ground excavator according to the present invention. It is to be noted that the same reference numerals are given to components and the like that are substantially the same as those in the conventional technology, and description thereof will be omitted.

【0012】図1は、本実施例の地盤掘削機の姿勢計測
装置を示した略図である。同図でわかるように、本実施
例の地盤掘削機の姿勢計測装置は、地盤掘削機21の所
定位置、例えばフレーム4の上部に光ジャイロ22を取
り付けてあり、当該光ジャイロ22を用いて検出された
地盤掘削機21の回転角を当該地盤掘削機21の姿勢の
変化としてパソコン等のコンピュータ手段23にリアル
タイムに表示できるようになっている。
FIG. 1 is a schematic view showing an attitude measuring apparatus for a ground excavator according to the present embodiment. As can be seen from the figure, the posture measuring device for a ground excavator according to the present embodiment has an optical gyro 22 attached to a predetermined position of a ground excavator 21, for example, an upper portion of the frame 4, and detects using the optical gyro 22. The rotation angle of the ground excavator 21 is displayed on the computer means 23 such as a personal computer in real time as a change in the attitude of the ground excavator 21.

【0013】光ジャイロ22は、リングレーザジャイロ
と呼ばれるレーザー回転計を用いるのがよい。リングレ
ーザジャイロは、レーザー管から発する光が正逆両方向
にリング状に一周して同じ点に戻るように反射鏡を配置
してあり、ジャイロの回転によって生じた両方向の発振
周波数の差を電気信号として取り出すことにより、当該
回転速度を計測可能になっているとともに、計測された
回転速度を積分して回転角を計測できるようになってい
る。
As the optical gyro 22, a laser tachometer called a ring laser gyro is preferably used. The ring laser gyro is equipped with a reflecting mirror so that the light emitted from the laser tube goes around the ring in both the forward and reverse directions and returns to the same point, and the difference between the oscillation frequencies in both directions caused by the rotation of the gyro is detected by an electric signal. As a result, the rotation speed can be measured, and the measured rotation speed can be integrated to measure the rotation angle.

【0014】パソコン23は、光ジャイロ22をリセッ
トして回転角の初期値をゼロにする制御部24と、光ジ
ャイロ22で検出された回転角を用いて掘削機21の姿
勢の変化を作画する演算部25と、作画された内容を表
示するCRTディスプレイ等の表示部26とを備える。
パソコン23は、例えば、地上の運転室内に設置してお
くのがよい。
The personal computer 23 plots a change in the attitude of the excavator 21 using the control unit 24 that resets the optical gyro 22 to zero the initial value of the rotation angle and the rotation angle detected by the optical gyro 22. An arithmetic unit 25 and a display unit 26 such as a CRT display for displaying the created contents are provided.
The personal computer 23 is preferably installed, for example, in a cab on the ground.

【0015】次に、図2に示すフローチャートを参照し
て本実施例の地盤掘削機の姿勢計測装置および姿勢制御
方法の作用を説明する。同図でわかるように、本実施例
の地盤掘削機の姿勢計測装置および姿勢制御方法におい
ては、まず、地盤掘削機21の所定位置に取り付けられ
た光ジャイロ22をパソコン23の制御部24を介して
リセットし、回転角の初期値をゼロにする(ステップ1
01)。
Next, referring to a flowchart shown in FIG. 2, the operation of the posture measuring apparatus and the posture control method of the ground excavator of the embodiment will be described. As can be seen from the figure, in the posture measuring device and the posture control method of the ground excavator of the present embodiment, first, the optical gyro 22 attached to a predetermined position of the ground excavator 21 is controlled via the control unit 24 of the personal computer 23. To reset the initial value of the rotation angle to zero (Step 1)
01).

【0016】次に、光ジャイロ22を用いて掘削孔7内
の地盤掘削機21の回転角θx,θy,θz を検出する(ス
テップ102)。ここで、θx は、図3(a) に示すよう
にガイドトレンチに沿った方向すなわちx軸回りの回転
角を、θy はガイドトレンチに直交する方向すなわちy
軸回りの回転角を表し、θz は鉛直軸線(z軸方向)回
りのねじれ成分に相当する回転角を表す。
Next, the rotation angles θx, θy, θz of the ground excavator 21 in the excavation hole 7 are detected using the optical gyro 22 (step 102). Here, θx is a direction along the guide trench as shown in FIG. 3 (a), that is, a rotation angle around the x-axis, and θy is a direction orthogonal to the guide trench, ie, y
Represents a rotation angle around an axis, and θz represents a rotation angle corresponding to a torsional component about a vertical axis (z-axis direction).

【0017】次に、検出された回転角データを地上の運
転室に配置したパソコン23に伝送する(ステップ10
3)。伝送にあたっては、専用のケーブルを介して行う
のがよい。
Next, the detected rotation angle data is transmitted to the personal computer 23 arranged in the cab on the ground (step 10).
3). Transmission is preferably performed via a dedicated cable.

【0018】次に、伝送されてきた回転角データを用い
てパソコン23の演算部25において地盤掘削機21の
姿勢の変化を作画し、さらに作画されたデータを表示部
26にリアルタイムに表示する(ステップ104)。
Next, using the transmitted rotation angle data, the arithmetic unit 25 of the personal computer 23 draws a change in the attitude of the ground excavator 21 and further displays the drawn data on the display unit 26 in real time ( Step 104).

【0019】図3(b)乃至(d)は、それぞれθx,θy,θz
方向の姿勢の変化を表示部26に表示した様子を示した
ものである。
FIGS. 3B to 3D show θx, θy, and θz, respectively.
FIG. 9 shows a state in which a change in orientation in the direction is displayed on the display unit 26.

【0020】最後に、表示部26に表示された姿勢の変
化を見ながら、図1に示すように地盤掘削機21に備え
られた支持パッド27を当該支持パッド27の制御盤2
8に備えた制御部29を介して駆動制御することによ
り、地盤掘削機21の姿勢を制御する(図2、ステップ
105)。支持パッド27は、図1でわかるように、掘
削機21のフレーム4の上下の正面、背面および両側面
に配置してあり、油圧アクチュエータによってパッドの
当接面を掘削孔7の壁面に押し付けることにより、地盤
掘削機21の姿勢を制御できるようになっている。
Finally, while observing the change in the attitude displayed on the display unit 26, the support pad 27 provided on the ground excavator 21 is moved to the control panel 2 of the support pad 27 as shown in FIG.
The drive of the ground excavator 21 is controlled by the drive control via the control unit 29 provided in the controller 8 (FIG. 2, step 105). As can be seen in FIG. 1, the support pads 27 are arranged on the upper, lower, front, rear and both side surfaces of the frame 4 of the excavator 21, and the contact surfaces of the pads are pressed against the wall surfaces of the drill holes 7 by hydraulic actuators. Thereby, the attitude of the ground excavator 21 can be controlled.

【0021】かかる姿勢制御は、地盤掘削機21の姿勢
の変化が所定の誤差の範囲に収まるまで繰り返しあるい
は連続的に行う。
This attitude control is repeatedly or continuously performed until the change in the attitude of the ground excavator 21 falls within a predetermined error range.

【0022】以上説明したように、本実施例の地盤掘削
機の姿勢計測装置および姿勢制御方法によれば、光ジャ
イロを用いて地盤掘削機の回転角を計測するようにした
ので、計測用ワイヤーを用いた従来の技術よりも計測の
精度を向上させ、ひいては掘削の精度を向上させること
ができる。また、掘削精度の向上によって、超音波孔壁
測定の回数も低減させることができる。
As described above, according to the posture measuring apparatus and the posture control method of the ground excavator of the present embodiment, the rotation angle of the ground excavator is measured by using the optical gyro. It is possible to improve the accuracy of the measurement as compared with the conventional technique using, and thus to improve the accuracy of the excavation. In addition, by improving the excavation accuracy, the number of times of ultrasonic hole wall measurement can be reduced.

【0023】また、地盤掘削機21の移動に伴う設置換
えが不要であるとともに、ガイドトレンチ6付近に作業
の支障となるようなワイヤー類や設備類が存在しなくな
るため、従来に比べて掘削作業の作業性が格段に向上す
る。
In addition, it is not necessary to replace the ground excavator 21 with the movement of the ground excavator 21, and since there are no wires or facilities near the guide trench 6 which hinder the work, the excavation work is performed in comparison with the related art. Workability is greatly improved.

【0024】また、機械式ジャイロではなく振動や衝撃
に強い光ジャイロを採用したため、地盤掘削機の姿勢制
御に関する信頼性が向上する。
In addition, since an optical gyro that is resistant to vibration and impact is adopted instead of a mechanical gyro, the reliability of the attitude control of the ground excavator is improved.

【0025】なお、本実施例は、礫層や砂層のように掘
削機が揺れる傾向が強い場合に特に有効な手段となる。
This embodiment is particularly effective when the excavator has a strong tendency to sway, such as a gravel layer or a sand layer.

【0026】本実施例では、3軸回りの回転角をすべて
光ジャイロで検出し、かかる回転角を用いて掘削機の姿
勢を制御管理するように構成したが、例えば鉛直軸線回
りの回転、すなわちねじれ成分の回転角のみを光ジャイ
ロで検出し、他の成分の回転角については通常の傾斜計
を用いて行ってもよい。
In this embodiment, the rotation angles around the three axes are all detected by the optical gyro, and the attitude of the excavator is controlled and managed using the rotation angles. Only the rotation angle of the torsional component may be detected by an optical gyro, and the rotation angles of the other components may be determined using a normal inclinometer.

【0027】また、本実施例では、地盤掘削機の水平方
向のずれに関して特に言及しなかったが、ハイドロフレ
ーズ掘削機等の掘削機が比較的粘性のある泥水中を水平
移動する際は、ほとんどの場合、回転移動を伴う。その
ため、上述した回転角を計測管理しておけば、水平方向
のずれに関してもこれを精度管理することができる。
In this embodiment, the horizontal displacement of the ground excavator is not particularly described. However, when an excavator such as a hydrophrase excavator moves horizontally in relatively viscous muddy water, almost no displacement occurs. In the case of, rotation is involved. Therefore, if the rotation angle described above is measured and managed, it is possible to accurately control the deviation in the horizontal direction.

【0028】また、本実施例では、光ジャイロとしてリ
ングレーザジャイロを用いたが、代わりに光ファイバー
を利用したジャイロを用いてもよい。
In this embodiment, a ring laser gyro is used as the optical gyro, but a gyro using an optical fiber may be used instead.

【0029】[0029]

【発明の効果】以上述べたように、本発明の地盤掘削機
の姿勢計測装置は、地盤掘削機の所定位置に取り付けら
れた光ジャイロと、当該光ジャイロを用いて検出された
前記地盤掘削機の回転角を前記地盤掘削機の姿勢の変化
としてリアルタイムに表示可能なコンピュータ手段とを
備えたので、計測精度を向上させるとともに掘削中の作
業性を改善することができる。
As described above, the posture measuring apparatus for a ground excavator according to the present invention includes an optical gyro attached to a predetermined position of the ground excavator and the ground excavator detected using the optical gyro. Computer means capable of displaying the rotation angle of the ground excavator as a change in the attitude of the ground excavator in real time, so that measurement accuracy can be improved and workability during excavation can be improved.

【0030】また、本発明の地盤掘削機の姿勢制御方法
は、地盤掘削機の所定位置に取り付けられた光ジャイロ
を用いて前記地盤掘削機の回転角を検出する工程と、当
該回転角を前記地盤掘削機の姿勢の変化としてリアルタ
イムに表示する工程と、前記姿勢の変化を見ながら前記
地盤掘削機の姿勢を制御する工程とを含むので、計測精
度を向上させるとともに掘削中の作業性を改善すること
ができる。
The method of controlling the attitude of a ground excavator according to the present invention includes the steps of: detecting a rotation angle of the ground excavator using an optical gyro attached to a predetermined position of the ground excavator; Since the method includes a step of displaying the change in the posture of the ground excavator in real time and a step of controlling the posture of the ground excavator while watching the change in the posture, the measurement accuracy is improved and the workability during excavation is improved. can do.

【0031】[0031]

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

【図1】本実施例に係る地盤掘削機の姿勢計測装置の略
図。
FIG. 1 is a schematic diagram of a posture measuring device of a ground excavator according to an embodiment.

【図2】本実施例に係る地盤掘削機の姿勢制御方法を示
すフローチャート。
FIG. 2 is a flowchart illustrating a posture control method of the ground excavator according to the embodiment.

【図3】地盤掘削機の姿勢の変化を表示部に表示した様
子を示す説明図。
FIG. 3 is an explanatory diagram showing a state in which a change in attitude of a ground excavator is displayed on a display unit.

【図4】地盤掘削機を示す側面図。FIG. 4 is a side view showing a ground excavator.

【図5】従来の地盤掘削機の変位測定装置を示した側面
図。
FIG. 5 is a side view showing a conventional displacement measuring device for a ground excavator.

【符号の説明】[Explanation of symbols]

21 地盤掘削機 22 光ジャイロ 23 パソコン(コンピュータ手段) 24 制御部 25 演算部 26 表示部 Reference Signs List 21 Ground excavator 22 Optical gyro 23 Personal computer (computer means) 24 Control unit 25 Operation unit 26 Display unit

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 地盤掘削機の所定位置に取り付けられた
光ジャイロと、 当該光ジャイロを用いて検出された前記地盤掘削機の回
転角を前記地盤掘削機の姿勢の変化としてリアルタイム
に表示可能なコンピュータ手段とを備えたことを特徴と
する地盤掘削機の姿勢計測装置。
An optical gyro attached to a predetermined position of a ground excavator, and a rotation angle of the ground excavator detected using the optical gyro can be displayed in real time as a change in the attitude of the ground excavator. An attitude measuring device for a ground excavator, comprising: computer means.
【請求項2】 地盤掘削機の所定位置に取り付けられた
光ジャイロを用いて前記地盤掘削機の回転角を検出する
工程と、 当該回転角を前記地盤掘削機の姿勢の変化としてリアル
タイムに表示する工程と、 前記姿勢の変化を見ながら前記地盤掘削機の姿勢を制御
する工程とを含むことを特徴とする地盤掘削機の姿勢制
御方法。
2. A step of detecting a rotation angle of the ground excavator using an optical gyro attached to a predetermined position of the ground excavator, and displaying the rotation angle in real time as a change in the attitude of the ground excavator. And controlling the attitude of the ground excavator while observing the change in the attitude.
JP6263129A 1994-10-03 1994-10-03 Attitude measurement device and attitude control method for ground excavator Expired - Fee Related JP2982890B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6263129A JP2982890B2 (en) 1994-10-03 1994-10-03 Attitude measurement device and attitude control method for ground excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6263129A JP2982890B2 (en) 1994-10-03 1994-10-03 Attitude measurement device and attitude control method for ground excavator

Publications (2)

Publication Number Publication Date
JPH08100440A JPH08100440A (en) 1996-04-16
JP2982890B2 true JP2982890B2 (en) 1999-11-29

Family

ID=17385225

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6263129A Expired - Fee Related JP2982890B2 (en) 1994-10-03 1994-10-03 Attitude measurement device and attitude control method for ground excavator

Country Status (1)

Country Link
JP (1) JP2982890B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201700112156A1 (en) * 2017-10-06 2019-04-06 Soilmec Spa EXCAVATION TOOL FOR DIAPHRAGM AND RELATIVE EXCAVATION EQUIPMENT

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2752857B1 (en) * 1996-08-28 1998-12-04 Sol Comp Du APPARATUS FOR EXCAVATING LARGE DEEP TRENCHES IN THE SOIL
FR2825393B1 (en) * 2001-06-01 2003-11-07 Cie Du Sol DRILL BUCKET WITH IMPROVED VERTICALITY CONTROL SYSTEM
DE502005006435D1 (en) * 2005-11-24 2009-02-26 Bauer Maschinen Gmbh Trench wall device and method for creating a slot in the ground
IT1394900B1 (en) * 2009-06-09 2012-07-20 Soilmec Spa EXCAVATION DEVICE AND ANALYSIS OF THE EXCAVATION PROFILE OF THE SAME AND ASSOCIATED METHOD.
CN103669447B (en) * 2013-12-18 2015-10-14 上海中联重科桩工机械有限公司 Automatic bucket lifting control method, system and device for continuous wall trenching machine

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT201700112156A1 (en) * 2017-10-06 2019-04-06 Soilmec Spa EXCAVATION TOOL FOR DIAPHRAGM AND RELATIVE EXCAVATION EQUIPMENT
EP3467209A1 (en) * 2017-10-06 2019-04-10 Soilmec S.p.A. Excavation tool for making diaphragms and related excavation equipment

Also Published As

Publication number Publication date
JPH08100440A (en) 1996-04-16

Similar Documents

Publication Publication Date Title
CN110300827B (en) Construction machine
JP2982890B2 (en) Attitude measurement device and attitude control method for ground excavator
JP2024045752A (en) How to control a swing work vehicle
JP3742936B2 (en) Method and apparatus for measuring excavation accuracy of underground excavator
JP3666568B2 (en) Excavator position measurement system
JPH06108456A (en) Position measurement apparatus for excavator for underground continuous wall
JP7441733B2 (en) Actual machine status monitoring system and actual machine status monitoring method
JPH0989563A (en) Underground excavator position detecting method and device
WO2021049535A1 (en) Work vehicle and method for controlling work vehicle
JPH11350519A (en) Opening and closing type ground excavator
JP2878489B2 (en) Drilling hole measurement method and drilling hole measurement device using the same
JPH08199575A (en) Excavation controller of opening and closing type ground excavator
JP3062027B2 (en) Rolling measuring device
JP3062046B2 (en) Rolling measurement device and method for vertical excavator
KR200397423Y1 (en) Working display apparatus of excavator
JP2021060212A (en) Hole wall measurement system
JPH10221070A (en) Apparatus for measuring verticality of excavator
JP3259162B2 (en) Underground excavator position measuring device
JPH1060943A (en) Work execution management system for grab dredger
KR20220143374A (en) 3-axis Leveling Equipment Excavator Using The Acceleration Sensor
JP2874859B2 (en) Drilling support method for pneumatic caisson excavator
JP2978751B2 (en) Excavator position / posture and excavation wall shape measurement device, excavator position / posture and excavation wall shape measurement method, and excavation control and excavation management method using the method
JPH11200403A (en) Method for controlling inclination of boring shaft of boring machine for constructing soil cement wall and method for correcting position of boring shaft
JPH0829167A (en) Method and device for detection position of underground boring machine
JPH07166550A (en) Displacement measuring device for excavating shaft of excavator

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19990826

LAPS Cancellation because of no payment of annual fees