JPH06146334A - Excavation method - Google Patents

Excavation method

Info

Publication number
JPH06146334A
JPH06146334A JP4329874A JP32987492A JPH06146334A JP H06146334 A JPH06146334 A JP H06146334A JP 4329874 A JP4329874 A JP 4329874A JP 32987492 A JP32987492 A JP 32987492A JP H06146334 A JPH06146334 A JP H06146334A
Authority
JP
Japan
Prior art keywords
laser
excavation
communication device
scanning device
receiver
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.)
Pending
Application number
JP4329874A
Other languages
Japanese (ja)
Inventor
Tadashi Kanzaki
正 神崎
Koichi Nakano
孝一 仲野
Hiroshi Toida
博 戸井田
Shuichi Nishizawa
修一 西沢
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.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP4329874A priority Critical patent/JPH06146334A/en
Publication of JPH06146334A publication Critical patent/JPH06146334A/en
Pending 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
    • E02F3/28Dredgers; Soil-shifting machines mechanically-driven with digging tools mounted on a dipper- or bucket-arm, i.e. there is either one arm or a pair of arms, e.g. dippers, buckets
    • E02F3/36Component parts
    • E02F3/42Drives for dippers, buckets, dipper-arms or bucket-arms
    • E02F3/43Control of dipper or bucket position; Control of sequence of drive operations
    • E02F3/435Control of dipper or bucket position; Control of sequence of drive operations for dipper-arms, backhoes or the like
    • E02F3/437Control of dipper or bucket position; Control of sequence of drive operations for dipper-arms, backhoes or the like providing automatic sequences of movements, e.g. linear excavation, keeping dipper angle constant
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F9/00Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/26Indicating devices
    • E02F9/264Sensors and their calibration for indicating the position of the work tool
    • E02F9/265Sensors and their calibration for indicating the position of the work tool with follow-up actions (e.g. control signals sent to actuate the work tool)

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Component Parts Of Construction Machinery (AREA)
  • Operation Control Of Excavators (AREA)

Abstract

PURPOSE:To provide an excavation method wherein excavation is executable in a plurality of spots at the same site and an accurate position can be excavated to discharge excavated soil. CONSTITUTION:In an excavation method wherein discharge or excavation of a ground is carried out, a laser scanning device 20 is installed in the direction of an excavation scheduled range. A laser beam is emitted from the laser scanning device in such a way as to scan a specified range to form an excavation scheduled reference surface. A laser receiver 12 and a communication device 13 are installed to a discharge plate or a shovel or an arm to support the discharge plate or the shovel. By using an earth-moving machine having a communication device 14 installed in the vicinity of the operator's seat, discharge or excavation is effected until a laser reference surface 21 and the laser receiver 12 are adjusted to the same level as the presence of receipt of the laser receiver 12 is confirmed through the communication device 13.

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、レーザスキャニング装
置を利用して行う掘削方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a drilling method using a laser scanning device.

【0002】[0002]

【従来の技術】従来のレーザ回転レベル装置を利用して
行う掘削方法が知られている。図5に示す様に、レーザ
回転レベル装置Aは、レーザ発光部が一定方向に回転し
てレーザ光線を360度の全方向に発光する装置であ
る。このレーザ回転レベル装置Aから発光したレーザ光
線Bを土工機械Cの本体に設置したレーザ受光器Dによ
り受光する。そして、レーザ光線Bの受光の有無を確認
しながら排土及び掘削を行い、掘削面を発光したレーザ
光線に沿って形成して行われていた。
2. Description of the Related Art An excavation method using a conventional laser rotation level device is known. As shown in FIG. 5, the laser rotation level device A is a device in which a laser emitting section rotates in a fixed direction to emit a laser beam in all directions of 360 degrees. A laser beam B emitted from the laser rotation level device A is received by a laser receiver D installed in the main body of the earthworking machine C. Then, soil removal and excavation are performed while confirming whether or not the laser beam B is received, and the excavation surface is formed along the emitted laser beam.

【0003】[0003]

【発明が解決しようとする問題点】前記した従来の掘削
方法にあっては、次のような問題点がある。 <イ> レーザ回転レベル装置は、360度の全方向に
レーザ光線を発光するので、同一現場で複数のレーザ回
転レベル装置を用いて掘削しようとすると、土工機械に
設置したレーザ受光器が他の掘削場所で発光したレーザ
光線を受光して、誤動作する場合がある。
Problems to be Solved by the Invention The conventional excavation method described above has the following problems. <a> Since the laser rotation level device emits a laser beam in all directions of 360 degrees, when excavating using multiple laser rotation level devices at the same site, the laser receiver installed on the earthworking machine will not The laser beam emitted from the excavation site may be received and malfunction may occur.

【0004】<ロ> レーザ受光器が土工機械の本体に
設置されているので、実際に排土及び掘削した地盤面を
正確な深度で掘削することができない。
<B> Since the laser receiver is installed in the main body of the earthworking machine, it is impossible to excavate the ground surface excavated and excavated at an accurate depth.

【0005】[0005]

【本発明の目的】本発明は以上の問題を解決するために
成されたもので、その目的とするところは、同一現場で
複数の箇所で実施でき、正確な位置を掘削及び排土でき
る掘削方法を提供することにある。
SUMMARY OF THE INVENTION The present invention has been made to solve the above problems. The object of the present invention is to perform excavation at a plurality of locations at the same site, and excavation and earth removal at accurate positions. To provide a method.

【0006】[0006]

【問題点を解決するための手段】本発明は、地盤の排土
又は掘削を行う掘削方法において、掘削予定範囲に向け
てレーザスキャニング装置を設置し、該レーザスキャニ
ング装置からレーザ光線を一定の範囲を走査するように
発光させて掘削予定基準面を形成し、排土板若しくはシ
ョベル又はそれらを支持するアームにレーザ受光器及び
通信機を設置し、操縦席付近に通信機を設置した土工機
械を用い、前記通信機を介して、レーザ受光器の受光の
有無を確認しながら、前記レーザ基準面と前記レーザ受
光器が同じ高さになるまで排土又は掘削することを特徴
とする掘削方法である。
The present invention is a method of excavating or excavating the ground, in which a laser scanning device is installed toward a planned excavation range and a laser beam is emitted from the laser scanning device within a certain range. To form a reference plane for excavation by scanning so that a laser receiver and a communication device are installed on the soil discharge plate or shovel or an arm supporting them, and an earthworking machine with a communication device installed near the cockpit is installed. Using the excavating method, which comprises excavating or excavating earth until the laser reference surface and the laser receiver are at the same height while confirming whether or not the laser receiver receives light through the communication device. is there.

【0007】[0007]

【実施例1】以下図面を参照しながら掘削方法について
説明する。本実施例は、ショベル16を具備した掘削機
10により地面に一定深度で掘削溝40を設ける掘削作
業に適用した場合である。 <イ>レーザスキャニング装置の設置(図1) 発光方向を掘削予定地に向けてレーザスキャニング装置
20を配置する。掘削予定地の両側にレーザスキャニン
グ装置20の方向に反射板を向けてターゲット30a、
30bを配置する。このレーザスキャニング装置20及
びターゲット30a、30bは掘削予定の掘削溝40に
対し平行な同一平面上に位置する様に、正確に計測して
配置する。レーザスキャニング装置20は、2個1組の
ガルバノメータスキャナのX軸及びY軸を回転させて反
射板の角度を変化させ、この反射板に向けてレーザ光線
を発光することによりレーザ光線の発光方向を制御する
装置である。ターゲット30a及び30bは、レーザ光
線を反射する反射板を脚部で支持して構成されている。
Embodiment 1 An excavation method will be described below with reference to the drawings. This embodiment is a case where the excavator 10 equipped with the shovel 16 is applied to excavation work in which the excavation groove 40 is provided at a constant depth on the ground. <A> Installation of Laser Scanning Device (FIG. 1) The laser scanning device 20 is arranged with the light emission direction facing the planned excavation site. Targets 30a with reflecting plates facing the laser scanning device 20 on both sides of the planned excavation site,
30b is arranged. The laser scanning device 20 and the targets 30a and 30b are accurately measured and arranged so as to be located on the same plane parallel to the excavation groove 40 to be excavated. The laser scanning device 20 rotates the X-axis and the Y-axis of a set of two galvanometer scanners to change the angle of the reflection plate, and emits the laser beam toward the reflection plate to change the emission direction of the laser beam. It is a device that controls. The targets 30a and 30b are configured by supporting a reflection plate that reflects a laser beam with legs.

【0008】<ロ>レーザ基準面の設定(図1) レーザ基準面21の設定について説明する。レーザスキ
ャニング装置20からターゲット30a及び30bに向
けてレーザ光線を発光する。すなわち、レーザスキャニ
ング装置20から発光するレーザ光線をターゲット30
a及び30bに合致させて、ターゲット30a及び30
bの方向を夫々レーザスキャニング装置20に記憶させ
て、このターゲット30a及び30b間にレーザ光線を
往復させてレーザ基準面21を設定する。
<B> Setting of Laser Reference Plane (FIG. 1) The setting of the laser reference plane 21 will be described. A laser beam is emitted from the laser scanning device 20 toward the targets 30a and 30b. That is, the laser beam emitted from the laser scanning device 20 is applied to the target 30.
a and 30b to match targets 30a and 30
The directions of b are stored in the laser scanning device 20, and the laser beam is reciprocated between the targets 30a and 30b to set the laser reference plane 21.

【0009】<ハ>レーザ受光器の設置(図2) 掘削機10のアーム11にレーザ受光器12を設置す
る。レーザ受光器12の設置位置は、掘削機10のショ
ベル16が掘削溝40の底面を掘削する時、レーザ受光
器21がアーム11と交差するレーザ基準面21のやや
上の位置に来るように計算して決定する。このレーザ受
光器12は、レーザ光線を受光するとビーブ音を発し、
ディスプレイ上に受光マークを表示する。レーザ受光器
12には通信機13を接続する。また、掘削機10の本
体には通信機14を設置する。この通信機13と通信機
14は無線または有線により通信できるように構成す
る。
<C> Installation of Laser Receiver (FIG. 2) The laser receiver 12 is installed on the arm 11 of the excavator 10. The installation position of the laser receiver 12 is calculated so that when the shovel 16 of the excavator 10 excavates the bottom surface of the excavation groove 40, the laser receiver 21 is located slightly above the laser reference plane 21 intersecting the arm 11. And decide. The laser receiver 12 emits a beep sound when receiving a laser beam,
Display the light-receiving mark on the display. A communication device 13 is connected to the laser receiver 12. Further, a communication device 14 is installed in the main body of the excavator 10. The communication device 13 and the communication device 14 are configured to be capable of wireless or wired communication.

【0010】<ニ>掘削(図1、図2、図3) 掘削機10を操縦して掘削を行う。すなわち、ショベル
16で地面を掘り下げて行き、レーザ受光器12がレー
ザ基準面21を横切り、レーザ受光器12がレーザ光線
を受光したら、その掘削位置から横方向へレーザ基準面
21と平行に掘削していく。レーザ光線の受光について
は、レーザ受光器12の受光信号が通信機13に入力さ
れ、無線または有線により通信機13から通信機14に
受光信号が入力され、通信機14が音又は光を発するこ
とにより、操縦者はレーザ光線の受光を認識することが
できる。図3の様に、レーザスキャニング装置20は、
レーザ基準面21の中央位置だけにレーザ光線を発光す
る機能も有する。この機能を使用すれば、掘削溝40の
形成位置を正確に把握することができる。
<D> Excavation (FIGS. 1, 2, and 3) The excavator 10 is operated to excavate. That is, the ground is dug down by the shovel 16, the laser light receiver 12 crosses the laser reference plane 21, and when the laser light receiver 12 receives the laser beam, it is excavated laterally from the excavation position in parallel with the laser reference plane 21. To go. Regarding the reception of the laser beam, the light reception signal of the laser light receiver 12 is input to the communication device 13, and the light reception signal is input to the communication device 14 from the communication device 13 wirelessly or by wire, and the communication device 14 emits sound or light. Thus, the operator can recognize the reception of the laser beam. As shown in FIG. 3, the laser scanning device 20 is
It also has a function of emitting a laser beam only at the central position of the laser reference plane 21. By using this function, the formation position of the excavation groove 40 can be accurately grasped.

【0011】[0011]

【実施例2】本実施例は、掘削場所がある程度の角度を
有する掘削面41である場合である。 ターゲット30
cを掘削面41の上方に配置し、レーザスキャニング装
置20を掘削面41の下方に配置する。そして、レーザ
スキャニング装置20からターゲット30cに向け、掘
削予定の掘削面41に所定間隔を隔ててレーザ基準面2
1を発光する。レーザ基準面21の発光範囲は事前にレ
ーザスキャニング装置20に入力して設定しておく。こ
のレーザ基準面21と平行に掘削機10で掘削してい
く。以上の様に、本発明は掘削面41がある程度の角度
を有する斜面にも適用可能である。
[Embodiment 2] In this embodiment, the excavation site is an excavation surface 41 having a certain angle. Target 30
c is arranged above the excavation surface 41, and the laser scanning device 20 is arranged below the excavation surface 41. Then, from the laser scanning device 20 toward the target 30c, the laser reference plane 2 is separated from the excavation surface 41 to be excavated at a predetermined interval.
Emits 1. The emission range of the laser reference plane 21 is input and set in advance in the laser scanning device 20. The excavator 10 excavates in parallel with the laser reference plane 21. As described above, the present invention can be applied to a slope where the excavation surface 41 has a certain angle.

【0012】[0012]

【発明の効果】本発明は以上説明したようになるから次
のような効果を得ることができる。 <イ> レーザスキャニング装置で発光するレーザ光線
の発光範囲を掘削場所内に限定して設定できる。このた
め、同一現場内の他の掘削場所にレーザ光線を発光しな
い。したがって、同一現場内で複数のレーザスキャニン
グ装置を用いて掘削を行うことができる。
Since the present invention is as described above, the following effects can be obtained. <A> The emission range of the laser beam emitted by the laser scanning device can be set within the excavation site. Therefore, the laser beam is not emitted to another excavation site in the same site. Therefore, excavation can be performed in the same site using a plurality of laser scanning devices.

【0013】<ロ> 土工機械の排土板やアームなどに
レーザ受光器を取り付けて、掘削を行う。したがって、
掘削場所を正確な深度で掘削することができる。
<B> Excavation is carried out by attaching a laser receiver to the earth discharging plate or arm of the earthworking machine. Therefore,
The excavation site can be excavated at an accurate depth.

【0014】<ハ> 掘削機のレーザ受光器の側と操縦
席の側に通信機を設置している。このため、レーザ受光
器が受光したら通信機を介して操縦者に知らせることが
できる。したがって、掘削時に騒音や振動があっても適
確にレーザの受光を操縦者は認識することができる。
<C> A communication device is installed on the side of the laser receiver of the excavator and on the side of the cockpit. Therefore, when the laser light receiver receives the light, the operator can be notified via the communication device. Therefore, even if there is noise or vibration during excavation, the operator can accurately recognize the light reception of the laser.

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

【図1】 掘削方法の説明図FIG. 1 is an explanatory diagram of an excavation method.

【図2】 掘削時の説明図[Fig. 2] Explanatory diagram during excavation

【図3】 掘削時の説明図[Fig. 3] Explanatory diagram during excavation

【図4】 斜面掘削時の説明図[Fig. 4] Illustration of slope excavation

【図5】 従来の掘削方法の説明図FIG. 5 is an explanatory diagram of a conventional excavation method.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 西沢 修一 東京都新宿区西新宿一丁目25番1号 大成 建設株式会社内 ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Shuichi Nishizawa 1-25-1, Nishishinjuku, Shinjuku-ku, Tokyo Taisei Corporation

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地盤の排土又は掘削を行う掘削方法にお
いて、 掘削予定範囲に向けてレーザスキャニング装置を設置
し、 該レーザスキャニング装置からレーザ光線を一定の範囲
を走査するように発光させて掘削予定基準面を形成し、 排土板若しくはショベル又はそれらを支持するアームに
レーザ受光器及び通信機を設置し、操縦席付近に通信機
を設置した土工機械を用い、 前記通信機を介して、レーザ受光器の受光の有無を確認
しながら、前記レーザ基準面と前記レーザ受光器が同じ
高さになるまで排土又は掘削することを特徴とする、 掘削方法。
1. A method for excavating or excavating the ground, wherein a laser scanning device is installed toward a planned excavation range, and the laser scanning device emits a laser beam so as to scan a certain range for excavation. Using the earthworking machine that forms the planned reference surface, installs the laser receiver and the communication device on the soil discharge plate or the shovel or the arm that supports them, and installs the communication device near the cockpit, through the communication device, A method of excavating, characterized in that while observing whether or not the laser receiver receives light, the earth is excavated or excavated until the laser reference plane and the laser receiver are at the same height.
JP4329874A 1992-11-17 1992-11-17 Excavation method Pending JPH06146334A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4329874A JPH06146334A (en) 1992-11-17 1992-11-17 Excavation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4329874A JPH06146334A (en) 1992-11-17 1992-11-17 Excavation method

Publications (1)

Publication Number Publication Date
JPH06146334A true JPH06146334A (en) 1994-05-27

Family

ID=18226213

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4329874A Pending JPH06146334A (en) 1992-11-17 1992-11-17 Excavation method

Country Status (1)

Country Link
JP (1) JPH06146334A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998010147A1 (en) * 1996-09-04 1998-03-12 Shin Caterpillar Mitsubishi Ltd. Construction machine with laser measuring instrument
EP0902131A4 (en) * 1997-02-13 2000-06-07 Hitachi Construction Machinery Slope excavation controller of hydraulic shovel, target slope setting device and slope excavation forming method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1998010147A1 (en) * 1996-09-04 1998-03-12 Shin Caterpillar Mitsubishi Ltd. Construction machine with laser measuring instrument
AU703679B2 (en) * 1996-09-04 1999-04-01 Shin Caterpillar Mitsubishi Ltd Construction machine with laser measuring instrument
US6209232B1 (en) 1996-09-04 2001-04-03 Shin Caterpillar Mitsubishi Ltd. Construction machine with function of measuring finishing accuracy of floor face smoothed thereby
EP0902131A4 (en) * 1997-02-13 2000-06-07 Hitachi Construction Machinery Slope excavation controller of hydraulic shovel, target slope setting device and slope excavation forming method

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