JP2000064340A - Method and device for measuring excavated or leveled face of underwater back hoe - Google Patents

Method and device for measuring excavated or leveled face of underwater back hoe

Info

Publication number
JP2000064340A
JP2000064340A JP10240389A JP24038998A JP2000064340A JP 2000064340 A JP2000064340 A JP 2000064340A JP 10240389 A JP10240389 A JP 10240389A JP 24038998 A JP24038998 A JP 24038998A JP 2000064340 A JP2000064340 A JP 2000064340A
Authority
JP
Japan
Prior art keywords
underwater
sonar
display
backhoe
back hoe
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
JP10240389A
Other languages
Japanese (ja)
Inventor
Ken Kato
謙 加藤
Shozo Fuchiyama
省三 淵山
Yuuji Douya
祐司 銅冶
Mitsumasa Omura
光正 大村
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.)
Toa Corp
Original Assignee
Toa 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 Toa Corp filed Critical Toa Corp
Priority to JP10240389A priority Critical patent/JP2000064340A/en
Publication of JP2000064340A publication Critical patent/JP2000064340A/en
Pending legal-status Critical Current

Links

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  • Underground Or Underwater Handling Of Building Materials (AREA)
  • Length Measuring Devices Characterised By Use Of Acoustic Means (AREA)
  • Measurement Of Velocity Or Position Using Acoustic Or Ultrasonic Waves (AREA)

Abstract

PROBLEM TO BE SOLVED: To improve the measuring function by providing a specified survey sonar above an underwater back hoe to measure an excavated face or the like and indicating measured data on a display. SOLUTION: A narrow multibeam survey sonar 3 with a tilting device is fixed at an appropriate level of an underwater back hoe through a fixing support member 8 or the like to three-dimensionally measure an excavated section 6 before and behind and laterally. The measured data is transmitted to a personal computer installed on a support boat or on land through radio or the like and immediately processed. When remotely controlling the back hoe 1 from the water surface, the processed data is indicated on a display installed on a support boat or on land, and when controlling by a diver, it is indicated on a display installed on a driver's seat. Instead of this condition, the survey sonar 3 is fitted so that the height of the sonar can be changed against the back hoe 1. In this way, since the measured data is three-dimensionally shown on a personal computer or a display in a real time base, the excavated face and the like can be grasped as an image and the excavation work can be accurately and efficiently carried out.

Description

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

【0001】[0001]

【発明の属する技術分野】本発明は、水中バックホウで
掘削した水中掘削面または捨石均し面の計測データをリ
アルタイムに、かつ正確に管理できる水中バックホウの
掘削または均し面計測方法および装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an underwater backhoe excavation or leveling surface measuring method and apparatus capable of accurately managing in real time the measurement data of an underwater excavation surface or a rubble leveling surface excavated by an underwater backhoe.

【0002】[0002]

【従来技術】従来、水中バックホウを用いて掘削作業や
捨石均しを行う場合には、水中ビデオカメラ等で掘削現
況を視認する方法がとられていた。
2. Description of the Related Art Conventionally, when excavation work or rubble leveling is performed using an underwater backhoe, a method of visually observing the present state of excavation with an underwater video camera has been used.

【0003】しかしながら、この方法によれば、バック
ホウによる掘削や均し作業時及び作業後しばらくの間は
水中に濁りが発生し、ビデオカメラにより視認するのが
非常に困難な状況が多々見られ、精度の高い計測が不可
能になるという問題があった。
However, according to this method, turbidity occurs in the water during excavation by the backhoe, leveling work, and for a while after the work, and it is very difficult to visually recognize it with a video camera. There is a problem that high measurement becomes impossible.

【0004】[0004]

【発明が解決しようとする課題】本発明は、水中ビデオ
カメラが水中の濁り等で掘削または均し面の視認ができ
ない場合でも、その掘削または均し面の計測が可能であ
り、掘削または均し状況を定量的に捉えることのできる
水中バックホウの掘削または均し面計測方法および装置
を提供する。
DISCLOSURE OF THE INVENTION The present invention is capable of measuring an excavation or even surface even if the underwater video camera cannot visually recognize the excavation or even surface due to muddy water or the like. (EN) A method and an apparatus for measuring an underwater backhoe for digging or leveling surface, which can quantitatively grasp the situation.

【0005】[0005]

【課題を解決するための手段】本発明の水中バックホウ
の掘削または均し面計測方法は、水中バックホウの上方
に取り付けたチルト装置付きナローマルチビーム探査ソ
ナーにより、水中バックホウの掘削または均し面の測定
を行ない、その測定データを支援船上又は陸上等の適宜
な位置に設置したディスプレイに表示することからな
る。
The method of excavating or leveling a submerged backhoe according to the present invention uses a narrow multi-beam exploration sonar equipped with a tilting device mounted above the submersible backhoe to excavate or level an underwater backhoe. It consists of performing measurement and displaying the measurement data on a display installed at an appropriate position on the support ship or on land.

【0006】また、上記の方法を適用する本発明の水中
バックホウの掘削または均し面計測装置は、水中バック
ホウの上方の適宜な高さ位置に、チルト装置付きナロー
マルチビーム探査ソナーを固定すると共に、ナローマル
チビーム探査ソナーで計測した計測データをリアルタイ
ムで即時処理するパソコンを支援船上又は陸上等の適宜
な位置に設け、データを表示するディスプレイを支援船
又は陸上ないしは水中バックホウの操縦席に設けること
からなり、さらに本発明の装置は、上記のチルト装置付
きナローマルチビーム探査ソナーを水中バックホウに対
してシリンダーの伸縮等適宜な手段により高さ位置変更
可能に取り付けることからなる。
Further, the underwater backhoe excavating or leveling surface measuring apparatus according to the present invention to which the above method is applied, fixes a narrow multi-beam exploration sonar with a tilting device at an appropriate height position above the underwater backhoe. A personal computer that processes the measurement data measured by the narrow multi-beam exploration sonar in real time is installed at an appropriate position on the support ship or on land, and a display for displaying the data is installed on the support ship or on the pilot seat of the land or underwater backhoe. Further, the apparatus of the present invention comprises the narrow multi-beam exploration sonar with a tilting device attached to the underwater backhoe so that the height position can be changed by an appropriate means such as expansion and contraction of a cylinder.

【0007】[0007]

【発明の実施の形態】以下図面を参照して本発明のバッ
クホウの掘削または均し面計測方法およびそれを適用す
る計測装置の各実施形態を説明するが、図1はその計測
装置を取付けた水中バックホウの一実施形態の側面図で
あり、この水中バックホウ1では固定支持材8等を介し
てその適宜な高さ位置に、図2の拡大斜視図に示すよう
なチルト装置2付のナローマルチビーム探査ソナー3を
固定している。
BEST MODE FOR CARRYING OUT THE INVENTION Embodiments of a backhoe excavating or leveling surface measuring method and a measuring apparatus to which the method is applied will be described below with reference to the drawings. FIG. 3 is a side view of an embodiment of an underwater backhoe, in which the underwater backhoe 1 is provided with a tilt support 2 as shown in an enlarged perspective view of FIG. The beam exploration sonar 3 is fixed.

【0008】このチルト装置2は、パルスモータとウォ
ームギアとからなる駆動装置4及び首振り角度制御用の
ロータリーエンコーダ5で構成され、このチルト装置2
にナローマルチビーム探査ソナー3を取り付けることに
より、ナローマルチビーム探査ソナー3の首振り操作に
よって、前後左右方向の掘削断面6を3次元に計測する
ことが可能になっている。
The tilting device 2 comprises a driving device 4 consisting of a pulse motor and a worm gear, and a rotary encoder 5 for controlling the swinging angle.
By attaching the narrow multi-beam exploration sonar 3 to the, it is possible to three-dimensionally measure the excavated cross section 6 in the front-rear, left-right directions by swinging the narrow multi-beam exploration sonar 3.

【0009】すなわち、ナローマルチビーム探査ソナー
3から掘削断面6の地盤Gまでの距離を例えば3mとす
ると、6m×6mの範囲の掘削断面6を瞬時に計測する
ことができる。
That is, assuming that the distance from the narrow multi-beam exploration sonar 3 to the ground G of the excavation section 6 is, for example, 3 m, the excavation section 6 in a range of 6 m × 6 m can be instantaneously measured.

【0010】また、上記ナローマルチビーム探査ソナー
3で計測した計測データは、このナローマルチビーム探
査ソナー3と組み合わせた、無線伝送により、図示され
ていない支援船上又は陸上等の適宜な位置に設置した図
3の斜視図に示すようなパソコンに伝送され、即時に制
御処理され、水面上から水中バックホウを遠隔操作する
場合は支援船上又は陸上等に、潜水士が操縦する場合は
操縦席に設けたディスプレイに表示されるようになって
いる。
The measurement data measured by the narrow multi-beam exploration sonar 3 is combined with the narrow multi-beam exploration sonar 3 and installed by radio transmission at an appropriate position on a support ship (not shown) or on land. It is transmitted to a personal computer as shown in the perspective view of FIG. 3 and is immediately subjected to control processing. When remotely controlling the underwater backhoe from the surface of the water, it is installed on the support ship or on land, and when a diver operates it, it is installed in the cockpit. It is supposed to be displayed on the display.

【0011】次に、図4は本発明の他の実施形態におけ
る水中バックホウ1の側面図であり、図1においては、
チルト装置2付きのナローマルチビーム探査ソナー3が
水中バックホウ1の適宜な高さ位置に固定支持材8で固
定されているのに対し、図4においては、ナローマルチ
ビーム探査ソナー3を水中バックホウ1に対して、図示
せる昇降支持材9または、シリンダーの伸縮手段等によ
り適宜に高さ位置変更可能に取り付けられている。
Next, FIG. 4 is a side view of an underwater backhoe 1 according to another embodiment of the present invention. In FIG.
While the narrow multi-beam exploration sonar 3 with the tilting device 2 is fixed to the underwater backhoe 1 at an appropriate height position by the fixing support member 8, in FIG. On the other hand, it is attached so that the height position can be changed appropriately by an elevating / lowering support member 9 shown in the figure, or a cylinder expansion / contraction means.

【0012】以上図1及び図4の各実施形態に示したご
とく、水中バックホウ1の本体から前面に張り出してナ
ローマルチビーム探査ソナー3を取り付けていることか
ら、水中バックホウ1による掘削断面6の箇所の真上か
ら計測ができ、高精度で高密度な計測が可能になり、掘
削状況を定量的に捉えることができる。即ち、バックホ
ウ1本体にナローマルチビーム探査ソナー3を取り付け
た場合、計測する地盤Gの不陸が大きい時には、凸部の
背面に計測できない部分が発生する可能性があるが、本
発明では、掘削断面6の真上から計測ができるので、そ
のような不具合がなくなる。
As shown in each of the embodiments of FIGS. 1 and 4, the narrow multi-beam exploration sonar 3 is attached to the front of the body of the underwater backhoe 1 so that the excavation cross section 6 by the underwater backhoe 1 is attached. It is possible to measure directly from above, and it is possible to measure with high accuracy and high density, and it is possible to quantitatively grasp the excavation situation. That is, when the narrow multi-beam exploration sonar 3 is attached to the main body of the backhoe 1, when the ground G to be measured has a large unsteadiness, there is a possibility that an unmeasurable portion may occur on the back surface of the convex portion. Since the measurement can be performed right above the cross section 6, such a problem is eliminated.

【0013】なお、水中バックホウの掘削または均し面
の絶対座標を求める必要がある時は、ケーソン等の固定
物や支援船の位置をGPS測位システムで求め、そこか
ら超音波による水中位置検出装置によって水中バックホ
ウ本体の座標を求め、水中バックホウ本体の向きは、水
中バックホウ本体にジャイロコンパスを備えることで求
める。
When it is necessary to excavate an underwater backhoe or obtain the absolute coordinates of the leveling surface, the positions of fixed objects such as caisson and support vessels are obtained by a GPS positioning system, and an underwater position detecting device using ultrasonic waves is obtained from the position. The coordinates of the underwater backhoe main body are obtained by, and the orientation of the underwater backhoe main body is obtained by equipping the underwater backhoe main body with a gyro compass.

【0014】[0014]

【発明の効果】以上に説明した本発明の水中バックホウ
の掘削または均し面計測方法および装置によれば、水中
ビデオカメラが水中の濁り等で視認できない場合でも計
測が可能になり、また計測したデータはバックホウ支援
船または陸上に設置されたパソコン及びディスプレイに
リアルタイムで3次元表示されるので、掘削または均し
面をイメージで把握でき、正確で能率的な作業を実現で
きる。
According to the method and apparatus for excavating or leveling an underwater backhoe according to the present invention described above, even if the underwater video camera cannot be visually recognized due to turbidity in the water, the measurement can be performed, and the measurement can be performed. The data is displayed in real time in 3D on a backhoe support ship or a personal computer and display installed on land, so it is possible to grasp the image of the excavation or leveling surface in an image, and realize accurate and efficient work.

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

【図1】本発明の装置を取り付けた水中バックホウの一
実施形態の側面図である。
FIG. 1 is a side view of an embodiment of an underwater backhoe equipped with the device of the present invention.

【図2】図1のナローマルチビーム探査ソナーに付けら
れたチルト装置の拡大斜視図である。
FIG. 2 is an enlarged perspective view of a tilt device attached to the narrow multi-beam exploration sonar of FIG.

【図3】図1のナローマルチビーム探査ソナーからの計
測データを処理し、ディスプレイするパソコン及びディ
スプレイの斜視図である。
3 is a perspective view of a personal computer and a display for processing and displaying measurement data from the narrow multi-beam exploration sonar of FIG.

【図4】図1と異なる他の実施形態における水中バック
ホウの側面図である。
FIG. 4 is a side view of an underwater backhoe according to another embodiment different from FIG.

【符号の説明】[Explanation of symbols]

1 水中バックホウ 2 チルト装置 3 ナローマルチビーム探査ソナー 6 掘削断面 7 パソコン及びディスプレイ 1 Underwater backhoe 2 Tilt device 3 Narrow multi-beam exploration sonar 6 Excavation section 7 PC and display

───────────────────────────────────────────────────── フロントページの続き (72)発明者 銅冶 祐司 神奈川県横浜市鶴見区安善町1−3 東亜 建設工業株式会社内 (72)発明者 大村 光正 神奈川県横浜市鶴見区安善町1−3 東亜 建設工業株式会社内 Fターム(参考) 2D045 AA04 BA01 CA31 CA36 2F068 AA06 CC11 FF12 JJ03 KK04 KK12 RR02 RR13 TT03 TT21 5J083 AA02 AB08 AD06 AE06 AF04 BD11 CA01 CA39 EA01 EA18 EB05    ─────────────────────────────────────────────────── ─── Continued front page    (72) Inventor Yuji Douji             Toa, 1-3 Azen-cho, Tsurumi-ku, Yokohama-shi, Kanagawa             Construction Industry Co., Ltd. (72) Inventor Mitsumasa Omura             Toa, 1-3 Azen-cho, Tsurumi-ku, Yokohama-shi, Kanagawa             Construction Industry Co., Ltd. F term (reference) 2D045 AA04 BA01 CA31 CA36                 2F068 AA06 CC11 FF12 JJ03 KK04                       KK12 RR02 RR13 TT03 TT21                 5J083 AA02 AB08 AD06 AE06 AF04                       BD11 CA01 CA39 EA01 EA18                       EB05

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 水中バックホウの上方に取り付けたチル
ト装置付きナローマルチビーム探査ソナーにより、水中
バックホウの掘削または均し面の測定を行ない、その測
定データを適宜な位置に設置したディスプレイに表示す
る水中バックホウの掘削または均し面計測方法。
1. A narrow multibeam exploration sonar equipped with a tilting device mounted above an underwater backhoe is used to excavate the underwater backhoe or measure the leveling surface, and display the measured data on a display installed at an appropriate position. Backhoe excavation or leveling method.
【請求項2】 水中バックホウの上方の適宜な高さ位置
に、チルト装置付きナローマルチビーム探査ソナーを固
定すると共に、ナローマルチビーム探査ソナーで計測し
た計測データをリアルタイムで取得処理して表示するパ
ソコン及びディスプレイを適宜な位置に設けた水中バッ
クホウの掘削または均し面計測装置。
2. A personal computer that fixes a narrow multi-beam exploration sonar with a tilt device at an appropriate height position above an underwater backhoe, and acquires and processes measurement data measured by the narrow multi-beam exploration sonar in real time. And an underwater backhoe excavating or leveling surface measuring device provided with a display at an appropriate position.
【請求項3】 チルト装置付きナローマルチビーム探査
ソナーを水中バックホウに対して高さ位置変更可能に取
り付けた請求項2記載の水中バックホウの掘削または均
し面計測装置。
3. An underwater backhoe excavating or leveling surface measuring device according to claim 2, wherein a narrow multi-beam exploration sonar with a tilting device is attached to the underwater backhoe so that the height position thereof can be changed.
JP10240389A 1998-08-26 1998-08-26 Method and device for measuring excavated or leveled face of underwater back hoe Pending JP2000064340A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10240389A JP2000064340A (en) 1998-08-26 1998-08-26 Method and device for measuring excavated or leveled face of underwater back hoe

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10240389A JP2000064340A (en) 1998-08-26 1998-08-26 Method and device for measuring excavated or leveled face of underwater back hoe

Publications (1)

Publication Number Publication Date
JP2000064340A true JP2000064340A (en) 2000-02-29

Family

ID=17058763

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10240389A Pending JP2000064340A (en) 1998-08-26 1998-08-26 Method and device for measuring excavated or leveled face of underwater back hoe

Country Status (1)

Country Link
JP (1) JP2000064340A (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004232434A (en) * 2003-02-03 2004-08-19 Toa Harbor Works Co Ltd Control method for height of placing or scattering out sediment
JP2012144970A (en) * 2010-12-22 2012-08-02 Taisei Corp Dam sediment accumulating device and method
JP2013023892A (en) * 2011-07-20 2013-02-04 Kumagai Gumi Co Ltd Method of excavating slope of ground under water

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2004232434A (en) * 2003-02-03 2004-08-19 Toa Harbor Works Co Ltd Control method for height of placing or scattering out sediment
JP2012144970A (en) * 2010-12-22 2012-08-02 Taisei Corp Dam sediment accumulating device and method
JP2013023892A (en) * 2011-07-20 2013-02-04 Kumagai Gumi Co Ltd Method of excavating slope of ground under water

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