JP5565964B2 - Excavation and leveling method by underwater excavation and leveling machine and its construction management device - Google Patents

Excavation and leveling method by underwater excavation and leveling machine and its construction management device Download PDF

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JP5565964B2
JP5565964B2 JP2011004801A JP2011004801A JP5565964B2 JP 5565964 B2 JP5565964 B2 JP 5565964B2 JP 2011004801 A JP2011004801 A JP 2011004801A JP 2011004801 A JP2011004801 A JP 2011004801A JP 5565964 B2 JP5565964 B2 JP 5565964B2
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匠 眞鍋
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Penta Ocean Construction Co Ltd
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本発明は、3次元ソナー(3Dソナーともいう、以下、同じ)による水中掘削・均し作業機による掘削・均しの方法とその方法に使用する施工管理装置に関するものである。   The present invention relates to an underwater excavation and leveling method using a three-dimensional sonar (also referred to as a 3D sonar, hereinafter the same), and a construction management apparatus used for the method.

従来、水中掘削・均し作業機である、例えば、水中バックホウを用いて掘削作業や捨石均し作業を行う場合には、潜水士が水中バックホウに搭乗して操作する方法、若しくは水中カメラ等で水底地盤状況を視認しながら支援台船上から水中バックホウを遠隔操作する方法がとられていた。当該作業の出来形確認は、作業を中断して水中バックホウを移動させた後や、1日の作業の終わりや翌日の作業の最初に深浅測量を行い、測量データを処理して水底形状を確認し、以降の作業へと反映していた。また、マルチビーム等の超音波計測機器による計測方法が知られていて(特許文献1参照)、この方法によると水底地盤形状の定量的なデータが得られる方法である。   Conventionally, it is an underwater excavating and leveling machine, for example, when performing excavation work and rubble leveling work using an underwater backhoe, a method in which a diver boarded and operated an underwater backhoe, or an underwater camera, etc. A method of remotely controlling the underwater backhoe from the support platform while visually checking the bottom of the ground was taken. Confirming the shape of the work can be done after the work is interrupted and the underwater backhoe is moved, or at the end of the work of the day or at the beginning of the work of the next day. This was reflected in the subsequent work. In addition, a measurement method using an ultrasonic measurement device such as a multi-beam is known (see Patent Document 1), and according to this method, quantitative data of the shape of the bottom of the ground is obtained.

特開2000−64340号公報JP 2000-64340 A

しかし、従来の水中掘削・均し作業機等による掘削・均しの方法では、例えば、水中バックホウによる掘削作業や均し作業中および作業後しばらくの間は、水中に濁りが生じるため、水中カメラによる視認が困難であること、カメラ映像だけでは定量的な現況把握ができないため、水中バックホウの操作を適切に行えない等の課題がある。また、マルチビーム等の超音波計測機器を使用した場合では、マルチビームソナーを首振り駆動させて計測を行わなければならないため、首振り計測が一巡するまでの間は、水底地盤形状を把握することができない。   However, in conventional excavation and leveling methods using an underwater excavator / equalizer, for example, underwater cameras become turbid during excavation / equalization with an underwater backhoe and for some time after the operation. There are problems such as that it is difficult to visually recognize the current state, and that it is impossible to grasp the current state quantitatively only with the camera image, so that the underwater backhoe cannot be operated properly. In addition, when using ultrasonic measuring equipment such as multi-beams, it is necessary to perform measurement by driving the multi-beam sonar to swing. I can't.

即ち、マルチビームによって得られたデータは計測時差を含むため、水中バックホウ等における水中掘削・均し作業機のオペレーターが水底地盤形状をリアルタイムに把握し、水中掘削・均し作業機の操作に反映させることが困難である。よって、水中掘削・均し作業の出来形精度や作業効率は、オペレーターの経験や技量に左右されるところが大きいと言う課題がある。本発明に係る水中バックホウによる掘削・均しの方法と装置は、このような課題を解決するために提案されたものである。   In other words, since the data obtained by multi-beams includes measurement time differences, the operator of the underwater excavation and leveling work machine in the underwater backhoe grasps the shape of the bottom of the bottom in real time and reflects it in the operation of the underwater excavation and leveling work machine. It is difficult to do. Therefore, there is a problem that the accuracy and work efficiency of underwater excavation and leveling work are greatly affected by the experience and skill of the operator. The underwater backhoe excavation and leveling method and apparatus according to the present invention have been proposed in order to solve such problems.

本発明に係る水中掘削・均し作業機による掘削・均しの方法の上記課題を解決して目的を達成するための要旨は、水中掘削・均し作業機に備えられて超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、前記水中掘削・均し作業機を遠隔操作する遠隔操作装置を有する支援台船に、ジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターとを備え、前記水中掘削・均し作業機と前記支援台船とに前記水中掘削・均し作業機の位置を測定するSSBL測位システムを備えてなる施工管理装置を構成し、前記3次元ソナーのデータを前記支援台船における3次元解析用パーソナルコンピューターに送信して作業対象の地盤の出来形をリアルタイムで視覚的に確認しながら前記水中掘削・均し作業機を遠隔操作装置で操作して水中掘削・均し作業を行うことである。 The gist for solving the above-described problems of the excavation / equalizing method by the underwater excavation / equalizing work machine according to the present invention is a range provided by the ultrasonic wave provided in the underwater excavation / equalizing work machine. Assistance with 3D sonar that can measure 3D shape of water underwater with a single wave and visualize it as 3D image with position data, and remote control device to remotely control the underwater excavation and leveling machine A gyroscope or inertial navigation device, a global positioning system device, a sound velocity meter device, and each of these devices are connected to each other by wire or wirelessly, and each data is input and recorded in a storage device. and a 3-dimensional analysis personal computer to be displayed three-dimensionally on the monitor, SSBL positioning measuring the position of the underwater excavation and leveling working machine and the water excavation and leveling the working machine and the support barge Configure the construction management device including a stem, while confirming the possible forms of the 3-dimensional sonar three-dimensional analysis for ground of the work object and transmitted to the personal computer in the data the support barge in real time visually The underwater excavation and leveling work machine is operated by a remote control device to perform underwater excavation and leveling work.

本発明に係る水中掘削・均し作業機による掘削・均しの方法の上記課題を解決して目的を達成するための要旨は、超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、ジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターとを支援台船に装備し、前記支援台船と水中掘削・均し作業機とを遠隔操作装置で接続してなる施工管理装置を構成し、前記3次元ソナーのデータを前記支援台船における3次元解析用パーソナルコンピューターに送信して作業対象地盤の出来形と水中掘削・均し作業機の位置をリアルタイムで視覚的に確認しながら前記遠隔操作装置で前記水中掘削・均し作業機を操作して水中掘削・均し作業を行うことである。 The gist of the present invention for solving the above-mentioned problems of the excavation and leveling method by the underwater excavation and leveling machine according to the present invention is to transmit a three-dimensional shape in a certain range of water by a single wave. Three-dimensional sonar that can be measured immediately and visualized as a stereoscopic image with position data , a gyroscope or inertial navigation device, a global positioning system device, a sound velocity meter device, and each of these devices are wired or The support trolley is equipped with a personal computer for 3D analysis that is connected wirelessly, inputs each data, records the data in a storage device, and displays it on a monitor in 3D. The support trolley and the underwater excavation and leveling machine Are connected by a remote control device, and the data of the 3D sonar is transmitted to a personal computer for 3D analysis in the support trolley to By performing the visual check while the remote control device wherein by operating the underwater excavation and leveling work machine leveling water excavation and the work position of the can-shaped underwater excavation and leveling work machine in real time of the ground is there.

更に、予め設計形状をデータ入力して記憶装置に登録しておいて3次元解析用パーソナルコンピューターによってモニタに設計と3次元ソナーによる実測の形状を重ね合わせてリアルタイムに3次元表示させ、作業中において、前記モニタの3次元映像を視覚的に確認しながら作業できるようにしたことを含むものである。   In addition, the design shape is input in advance and registered in the storage device, and the personal computer for 3D analysis superimposes the design and the shape actually measured by the 3D sonar on the monitor to display in 3D in real time. In addition, it is possible to work while visually confirming the three-dimensional image of the monitor.

本発明に係る水中掘削・均し作業機用の施工管理装置の上記課題を解決して目的を達成するための要旨は、水中掘削・均し作業機に備えられて超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、前記水中掘削・均し作業機を支援台船から遠隔操作する遠隔操作装置と、前記支援台船にそれぞれ備えられるジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターと、前記水中掘削・均し作業機と前記支援台船とに設けられ当該支援台船に対する前記水中掘削・均し作業機の位置を測定するSSBL測位システムとを装備してなることである。 The gist of the construction management device for an underwater excavation / equalizing work machine according to the present invention to solve the above problems and achieve the object is to provide the underwater excavation / equalization work machine with a certain range of underwater A three- dimensional sonar that can instantly measure the three-dimensional shape of the water and visualize it as a stereoscopic image with position data, and a remote control device that remotely controls the underwater excavation and leveling machine from a support platform A gyroscope or inertial navigation device, a global positioning system device, a sound velocity meter device, and a device for connecting each of these devices wired or wirelessly and inputting each data. The data is recorded on the monitor and displayed on the monitor in three dimensions. It is to become equipped with the SSBL positioning system to measure the position of the cutting-leveling working machine.

本発明に係る水中掘削・均し作業機用の施工管理装置の上記課題を解決して目的を達成するための要旨は、超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、ジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターとのそれぞれを支援台船に装備し、水中掘削・均し作業機を前記支援台船から遠隔操作する遠隔操作装置とを装備してなることである。 The gist for solving the above-mentioned problems of the construction management device for underwater excavation and leveling work machine according to the present invention is to provide an immediate transmission of a three-dimensional shape in a certain range of water by ultrasonic waves. 3D sonar that can be visualized as 3D images with position data , gyroscope or inertial navigation device, global positioning system device, sound velocity meter device, and each of these devices wired or wirelessly each of the connected personal computer for three-dimensional analysis to be displayed three-dimensionally on the data recording is allowed and a monitor in the storage device by entering the data fitted to a support barge, the support barge underwater excavation and leveling work machine It is equipped with a remote control device that is remotely operated from.

本発明の水中掘削・均し作業機による掘削・均しの方法とその施工管理装置によれば、水中掘削・均し作業機による水底地形の出来形をリアルタイムに把握することができるようになり、効率よく水中掘削・均し作業機の操作を行うことができる。
また、予め水底の設計形状を3次元形状にして登録し、3Dソナーによる実測値とでリアルタイムに断面形状を表示することで、精度の高い水中作業や水中均し作業を行うことができる。こうして、水中掘削・均し作業機による水中作業が、オペレーターによる経験や技量に左右されることなく行われ、掘削作業・均し作業の出来形精度や効率を高めることができる、と言う優れた効果を奏するものである。
According to the excavation and leveling method and the construction management device using the underwater excavation and leveling machine of the present invention, it becomes possible to grasp the shape of the bottom bottom topography by the underwater excavation and leveling machine in real time. It is possible to operate the underwater drilling and leveling machine efficiently.
In addition, it is possible to perform underwater work and underwater leveling work with high accuracy by registering the design shape of the bottom of the water as a three-dimensional shape in advance and displaying the cross-sectional shape in real time with the measured value by 3D sonar. In this way, the underwater work with the underwater drilling and leveling machine can be performed without being affected by the experience and skill of the operator, and it is possible to improve the accuracy and efficiency of the drilling and leveling work. There is an effect.

本発明の第1実施例に係る水中掘削・均し作業機による掘削・均しの方法を示す説明図である。It is explanatory drawing which shows the method of excavation and leveling by the underwater excavation and leveling machine based on 1st Example of this invention. 本発明の第2実施例に係る水中掘削・均し作業機による掘削・均しの方法を示す説明図である。It is explanatory drawing which shows the method of excavation and leveling by the underwater excavation and leveling machine based on 2nd Example of this invention. 本発明の第3実施例に係る掘削・均しの方法を示す説明図である。It is explanatory drawing which shows the excavation and leveling method which concerns on 3rd Example of this invention. 同本発明の第1実施例に係る掘削作業の場合の、水中掘削・均し作業機7による施工管理装置1の構成を示す説明図である。It is explanatory drawing which shows the structure of the construction management apparatus 1 by the underwater excavation and leveling work machine 7 in the case of the excavation work which concerns on 1st Example of this invention. 同施工管理装置1dの構成を示す説明図である。It is explanatory drawing which shows the structure of the construction management apparatus 1d. 本発明の第3実施例に係る水中掘削・均し作業機7による施工管理方法の実施例を示す斜視図(A)と、3次元ソナー2を支援台船9に取り付けて行う計測状態を示す斜視図(B)である。The perspective view (A) which shows the Example of the construction management method by the underwater excavation and leveling work machine 7 concerning 3rd Example of this invention, and the measurement state performed by attaching the three-dimensional sonar 2 to the support trolley 9 are shown. It is a perspective view (B). 同本発明の第3実施例に係る施工管理装置1eの構成を示す説明図(B)である。It is explanatory drawing (B) which shows the structure of the construction management apparatus 1e which concerns on 3rd Example of the same invention. 本発明の第4実施例に係る水中掘削・均し作業機7による掘削・均しの方法を示す説明図である。It is explanatory drawing which shows the method of excavation and leveling by the underwater excavation and leveling work machine 7 which concerns on 4th Example of this invention. 同本発明の第4実施例に係る水中掘削・均し作業機7による施工管理装置1fの構成を示す説明図である。It is explanatory drawing which shows the structure of the construction management apparatus 1f by the underwater excavation and leveling work machine 7 based on 4th Example of this invention. 3次元ソナー2による断面形状を求める手順を示す説明図である。It is explanatory drawing which shows the procedure which calculates | requires the cross-sectional shape by the three-dimensional sonar 2. FIG. 同3次元ソナー2による断面形状を求める手順を示す説明図である。FIG. 11 is an explanatory diagram showing a procedure for obtaining a cross-sectional shape by the three-dimensional sonar 2. 本発明に係る実施例1における設計と実測を重ね合わせること示す説明図である。It is explanatory drawing which shows superimposing the design and actual measurement in Example 1 which concerns on this invention. 本発明に係る実施例1,2における設計と実測を重ね合わせて、水中捨石均し作業の場合に、出来形の許容範囲外の均し箇所や余剰箇所を確認しながら均しを行う様子を示す説明図である。In the case of underwater rubble leveling work by superimposing the design and actual measurement in Examples 1 and 2 according to the present invention, it is shown that leveling is performed while checking the leveling location and the surplus location outside the allowable range of the finished shape. It is explanatory drawing shown. 本発明に係る実施例1,2における水中捨石の設計形状と計測断面を重ね合わせた断面形状を示す説明図である。It is explanatory drawing which shows the cross-sectional shape which accumulated the design shape and measurement cross section of the underwater rubble in Example 1, 2 which concerns on this invention.

本発明に係る水中掘削・均し作業機による水底の掘削若しくは捨石等に対する均しの作業を、図1に示すように、3次元ソナーを使用してリアルタイムに掘削や捨石などの均し作業の出来形を確認しながら行うものである。なお、本発明において、水中掘削・均し作業機7は、水中バックホウ,水中ブルトーザ,水中捨石均しロボットを含むものである。   As shown in FIG. 1, leveling work for underwater excavation and leveling work machine according to the present invention is performed in real time using 3D sonar. This is done while checking the finished shape. In the present invention, the underwater excavation and leveling work machine 7 includes an underwater backhoe, an underwater bull tosa, and an underwater rubble leveling robot.

本発明の第1実施例に係る水中掘削・均し作業機(水中バックホウを代表例として説明する)用の施工管理装置1は、図1−Aと図2−Aとに示すように、水中掘削・均し作業機7の運転室前方等に取り付けられる3次元ソナー2と、ジャイロスコープ又は慣性航法装置(INS:Inertial Navigation System 以下同じ)3(以下、計測部1a)とがある。また、ジャイロスコープ又は慣性航法装置3と、全地球測位システム装置(Global Positioning System:GPS以下同じ)4と、音速度計装置5と、これらの各装置(以下、計測部1a)をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置6aにデータ収録させ及びモニタ6bに3次元表示させる3次元解析用パーソナルコンピューター(以下、パソコン)6(以下、処理・表示部1b)と、前記水中掘削・均し作業機7の位置を測定するSSBL(Super Short Base Line)測位システム8と、遠隔操作装置を支援台船9に備えて構成されている。 As shown in FIGS. 1-A and 2-A, the construction management device 1 for an underwater excavation and leveling work machine (explained as an example of an underwater backhoe) according to the first embodiment of the present invention There are a three-dimensional sonar 2 attached to the front of the cab of the excavating / equalizing work machine 7, and a gyroscope or an inertial navigation system (INS: Internal Navigation System) 3 (hereinafter, measuring unit 1a). Further, a gyroscope or inertial navigation device 3, a global positioning system device (Global Positioning System: GPS hereinafter) 4, a sound velocity meter device 5, and each of these devices (hereinafter, measuring unit 1a) are wired or connected. A personal computer for three-dimensional analysis (hereinafter referred to as a personal computer) 6 (hereinafter referred to as a processing / display unit 1b) that is wirelessly connected to input each data, records the data in the storage device 6a, and displays the data in a three-dimensional manner on the monitor 6b; An SSBL (Super Short Base Line) positioning system 8 that measures the position of the excavating and leveling machine 7 and a remote control device are provided in the support trolley 9.

前記3次元ソナー2は、超音波により、ある範囲を即時的に計測し、位置データを持った立体映像として可視化できる装置である。図2−C(A)に示すように、水中の3次元形状を1送波で計測する。また、図2−C(B)に示すように、3次元ソナー2をパン・チルト構造を有する取付架台で支持させることもできる。稼働範囲はパンが±180゜、チルトが±90゜として、これらを稼働させ計測範囲を拡大させながら計測することができる。そして、一例として、50゜×50゜の範囲を計測してそれぞれ座標を持った立体映像として可視化することができる。   The three-dimensional sonar 2 is a device that can instantly measure a certain range by ultrasonic waves and visualize it as a stereoscopic image having position data. As shown in FIG. 2-C (A), a three-dimensional shape in water is measured by one transmission wave. Further, as shown in FIG. 2-C (B), the three-dimensional sonar 2 can be supported by an attachment frame having a pan / tilt structure. The operating range is ± 180 ° for pan and ± 90 ° for tilt, and it is possible to measure while operating these and expanding the measuring range. As an example, a range of 50 ° × 50 ° can be measured and visualized as a stereoscopic image having coordinates.

前記ジャイロスコープ又は慣性航法装置(INS)3は、計測点としての水中掘削・均し作業機7の位置および支援台船9の現在位置(停止している場合は不要)と、方位,ロール,ピッチ,ヒーブ等を求めるものである。これは、支援台船9の姿勢が波や潮位で変化した場合、それぞれの相対位置座標と角度が変化するため、支援台船9の姿勢(ロール、ピッチ、ヒーブ、方位)を計測し、3次元ソナー2による位置データを補正するものである。前記計測点は、例えば、水中掘削・均し作業機7,支援台船や測量船のほかに岸壁や防波堤,ケーソン,浮体構造物等における計測点を含むものである。   The gyroscope or the inertial navigation device (INS) 3 includes a position of the underwater excavation / equalizing work machine 7 as a measurement point, a current position of the support trolley 9 (not required when stopped), a direction, a roll, It asks for pitch, heave, etc. This is because when the attitude of the support trolley 9 changes due to waves or tides, the relative position coordinates and angles change, so the attitude (roll, pitch, heave, azimuth) of the support trolley 9 is measured. The position data by the dimension sonar 2 is corrected. The measurement points include, for example, measurement points on a quay, a breakwater, a caisson, a floating structure, etc., in addition to the underwater excavation / equalizing work machine 7, the support platform ship and the survey ship.

また、前記GPS4は、支援台船9の位置を正確に求めるものである。前記音速度計5は、水中の音速を計測して、超音波による距離測定の補正をするために計測するものである。具体的には、水中音速度は1500m/s程度であるが、水温、圧力、塩分濃度などにより変化する。よって、音速度の補正をしなければ、正確な計測がなされないため、一般的に音速度計測、および音速度補正を実施する。例えば、海水中の音速(m/s)の式、V=1449.14+△VP+△VS+△VT+△VSTP (P:圧力kg/cm2の補正項、S:塩分0/00の補正項、T:温度℃の補正項、STP:圧力,塩分,温度の補正項)である。   The GPS 4 accurately obtains the position of the support trolley 9. The sound speed meter 5 measures the sound speed in water and corrects the distance measurement using ultrasonic waves. Specifically, the underwater sound speed is about 1500 m / s, but varies depending on the water temperature, pressure, salinity, and the like. Therefore, since accurate measurement is not performed unless the sound speed is corrected, sound speed measurement and sound speed correction are generally performed. For example, the speed of sound in seawater (m / s), V = 1449.14 + ΔVP + ΔVS + ΔVT + ΔVSTP (P: correction term for pressure kg / cm 2, S: correction term for salinity 0/00, T: Correction term for temperature ° C, STP: correction term for pressure, salinity, temperature).

前記パソコン6は、そのCPU(中央演算処理装置)に、3次元表示用のプログラムに、Open GL(Graphics Library)、Open CL(Computing Language)、DirectXなどの公知の3次元グラフィックスAPI(Aplication Program Interface)が組み込まれるものである。更に、前記SSBL測位システム8における信号処理部,方位演算処理部が設けられている。 The personal computer 6 has a CPU (central processing unit), a three-dimensional display program, a known three-dimensional graphics API (Application Program) such as Open GL (Graphics Library), Open CL (Computing Language), and DirectX. Interface) is incorporated. Further, a signal processing unit and an azimuth calculation processing unit in the SSBL positioning system 8 are provided.

図2−Aに示すように、前記パソコン6で所望位置の断面図をデータ処理する。前記パソコン6で、断面図をTIN(Triangulated Irregular Network、以下同じ)法によって作成するには、図3−Aに示すように、予め指定した2点の平面座標P1(X1,Y1)、P2(X2,Y2)から、予め指定した範囲10で、計測した点群データAを記憶装置6aから抽出する。そして、前記点群データAの任意の1点T1を中心とし、予め直径を指定した円11の範囲に含まれる点群Bを抽出する。   As shown in FIG. 2A, the personal computer 6 processes the cross-sectional view at the desired position. In order to create a sectional view by the TIN (Triangulated Irregular Network, hereinafter the same) method on the personal computer 6, as shown in FIG. 3-A, two plane coordinates P1 (X1, Y1), P2 (P2 X2 and Y2), the measured point cloud data A is extracted from the storage device 6a in the range 10 designated in advance. Then, the point group B included in the range of the circle 11 whose diameter is specified in advance with the arbitrary point T1 of the point group data A as the center is extracted.

1)前記点群Bの中からT1に平面距離が近い2点T2,T3を検索し、抽出する。
2)このとき、T1,T2,T3が一直線上にあれば、前記1)のT2,T3の抽出に 戻って、T3の次にT1に平面距離が近いT4を抽出する。
3)こうして抽出されたT1,T2,T3が一直線上にない時は、この3点を結んでで きる三角形の外接円12を作り、その円内に他の点が含まれない場合には、T1, T2,T3で構成される三角形を面として確定する。
この円内に他の点が含まれている場合には、前記1)に戻って点群Bの中から新た なT2,T3を見つけて三角形を確定する。
4)前記T1,T2で2分割される平面のうち、T3を含まないエリア内で直線T1, T2にもっとも距離の近い点Txを検索する。
5)上記3)からの処理を繰り返す。図3−Aに示すように、Aのエリアを複数の三角 形で構成される面に分割する。
(各三角形の1辺の長さは、点群Bの円11の直径を越えることはない)
6)上記5)で作成した各三角面と前記P1,P2を含む面との交線を求める。
以上のようにして、断面図を作成するものである。
1) Two points T2 and T3 having a plane distance close to T1 from the point group B are searched and extracted.
2) At this time, if T1, T2, and T3 are on a straight line, the process returns to the extraction of T2 and T3 in 1), and T4 that is closest to T1 after T3 is extracted.
3) When T1, T2, and T3 extracted in this way are not on a straight line, a circumscribed circle 12 that can connect these three points is formed, and when no other point is included in the circle, A triangle composed of T1, T2, and T3 is determined as a plane.
When other points are included in this circle, the process returns to 1) to find new T2 and T3 from the point group B and determine the triangle.
4) Among the planes divided by T1 and T2, the point Tx closest to the straight lines T1 and T2 is searched in an area not including T3.
5) Repeat the process from 3) above. As shown in FIG. 3A, the area A is divided into a plurality of triangular faces.
(The length of one side of each triangle does not exceed the diameter of the circle 11 of the point group B)
6) A line of intersection between each triangular plane created in 5) and the plane including P1 and P2 is obtained.
A sectional view is created as described above.

また、水中掘削・均し作業機7による掘削工事における出来形確認を行う場合には、上記施工管理装置1を使用して、図1−Aに示すように、本装置を水中掘削・均し作業機7に設置することにより、水底の掘削状況を3次元映像として表示する。これにより水中掘削・均し作業機7のクレーンオペレーターは映像を確認しながら効率よく浚渫することが可能となる。なお、リアルタイム3Dソナーで取得したデータを使用してコンピューター6上に3次元表示するには、例えばOpen GL、Open CL、またはDirectXなどの3DグラフィックスAPIを表示用プログラムに組み込む方法がある。   In addition, when confirming the finished shape in the excavation work by the underwater excavation / equalizing work machine 7, the apparatus is used for underwater excavation / equalization as shown in FIG. By installing on the work machine 7, the bottom excavation status is displayed as a three-dimensional image. As a result, the crane operator of the underwater excavating and leveling machine 7 can efficiently dredge while checking the image. In addition, there is a method of incorporating a 3D graphics API such as Open GL, Open CL, or DirectX into a display program in order to perform three-dimensional display on the computer 6 using data acquired by the real-time 3D sonar.

また、水中掘削・均し作業機7の位置は、SSBL測位システム8におけるトランスポンダ8aからの超音波信号と、支援台船9側の受波部8bで前記超音波信号を受け取り、それを前記コンピュータ6でSSBL(Super Short Base Line)演算処理を行って、それをモニタ6bに表示する。 The position of the underwater excavating / equalizing work machine 7 is received by the ultrasonic signal from the transponder 8a in the SSBL positioning system 8 and the ultrasonic signal by the receiving unit 8b on the support trolley 9 side. 6 performs SSBL (Super Short Base Line) calculation processing and displays it on the monitor 6b.

更に、図1−Aに示すように、作業台船9によって、前記水中掘削・均し作業機7を操作するには、支援台船9の遠隔操作室に水中掘削・均し作業機7用の遠隔操作装置9bがあり、この遠隔操作装置9bと水中掘削・均し作業機7とが遠隔操作用のケーブル9aで接続され、水中掘削・均し作業機7側に、駆動装置が設けられていて、遠隔操作が行われるものである。   Further, as shown in FIG. 1-A, in order to operate the underwater excavation / equalizing work machine 7 by the work table ship 9, the underwater excavation / equalization work machine 7 is used in the remote operation room of the support table 9. Remote control device 9b, and this remote control device 9b is connected to the underwater excavation / equalizing work machine 7 by a remote operation cable 9a, and a drive device is provided on the underwater excavation / equalizing work machine 7 side. Remote control is performed.

また、図4−Aと図4−Bとに示すように、あらかじめ設計形状を3次元座標で登録しておくことにより、設計と3次元ソナーによる実測を重ね合わせてリアルタイムに掘削した水底地形の3次元表示や2次元表示を行う。これにより掘削作業の状況や捨石作業の均し状況を視覚的に、かつ座標値で確認しながら作業を行うことができる。   Also, as shown in Fig. 4-A and Fig. 4-B, by registering the design shape in three-dimensional coordinates in advance, it is possible to superimpose the design and the actual measurement by three-dimensional sonar, Perform 3D display and 2D display. Thereby, it is possible to perform the work while visually confirming the state of the excavation work and the leveling condition of the rubble work with the coordinate values.

捨石等の均し作業においては、同様に、リアルタイムに3Dソナー2の計測値から複数断面の実測値を抽出し、リアルタイムな断面表示ができる。図5に示すように、計測断面に重ねて、設計の天端高、法面、天端幅、および延長などを表示できるため、リアルタイムに断面管理が行え、精度の高い捨石均しができる。   In leveling work such as rubble, similarly, the measured values of a plurality of cross sections can be extracted from the measured values of the 3D sonar 2 in real time, and the real time cross section can be displayed. As shown in FIG. 5, the design top height, slope, top width, extension, etc. can be displayed over the measurement cross section, so that the cross section can be managed in real time and the rubble can be accurately leveled.

本発明の第2実施例に係る水中掘削・均し作業機による掘削・均しの方法は、図1−Bに示すように、3次元ソナー2と、ジャイロスコープ又は慣性航法装置3と、全地球測位システム装置4と、音速度計装置5と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューター6とを支援台船9に装備し、前記支援台船9と水中掘削・均し作業機7とを遠隔操作装置9bで接続して施工管理装置1dを構成する。これは、3Dソナー2によって水中掘削・均し作業機7の位置もリアルタイムに知ることができるので、前記第1実施例におけるSSBL測位システム8を省いた方法である。この施工管理装置の構成を図2−Bに示す。 As shown in FIG. 1B, the underwater excavation / equalizing method according to the second embodiment of the present invention includes a three-dimensional sonar 2, a gyroscope or inertial navigation device 3, The earth positioning system device 4, the sound velocity meter device 5, and each of these devices are connected to each other by wire or wirelessly, input each data, record the data in the storage device, and display the data on the monitor in three dimensions. A computer 6 is mounted on a support trolley 9, and the support trolley 9 and the underwater excavation and leveling machine 7 are connected by a remote control device 9b to constitute a construction management device 1d. This is a method that omits the SSBL positioning system 8 in the first embodiment since the position of the underwater excavation and leveling machine 7 can be known in real time by the 3D sonar 2. The construction of this construction management device is shown in FIG.

よって、前記3次元ソナー2のデータを前記支援台船9における3次元解析用パーソナルコンピューター6に送信して作業対象地盤の出来形と水中掘削・均し作業機7の位置を同時に、リアルタイムで確認しながら、前記遠隔装置9bで前記水中掘削・均し作業機7を操作して水中掘削・均し作業を行うものである。   Therefore, the data of the three-dimensional sonar 2 is transmitted to the personal computer 6 for three-dimensional analysis in the support trolley 9, and the finished shape of the work target ground and the position of the underwater excavating / equalizing work machine 7 are simultaneously confirmed in real time. However, underwater excavation and leveling work is performed by operating the underwater excavation and leveling machine 7 with the remote device 9b.

本発明の第3実施例に係る水中掘削・均し作業機による掘削・均しの方法は、図1−Cに示すように、水中掘削・均し作業機7の運転席に潜水士13がオペレーターとして搭乗して操作し、前記実施例2と同様に作業を行うものである。運転席には、3次元映像表示用の水中表示器1cが配設されている。また、支援台船9側にも3次元映像を表示するモニタ6bがある。この施工管理装置1eの構成は、図2−Dに示す。   As shown in FIG. 1-C, a submersible 13 is provided at the driver's seat of the underwater excavating / equalizing work machine 7 according to the third embodiment of the present invention. The operator boarded and operated as an operator and performed the same operation as in the second embodiment. The driver's seat is provided with an underwater display 1c for displaying a three-dimensional image. There is also a monitor 6b for displaying a 3D image on the support carriage 9 side. The construction of the construction management device 1e is shown in FIG.

また、本発明の第4実施例に係る水中掘削・均し作業機による掘削・均しの方法は、前記実施例1の場合において、水中掘削・均し作業機7の運転席に潜水夫13がオペレーターとして搭乗して操作することであり、図2−Eにその様子を示すとともに、図2−Fに施工管理装置1fの構成を示す。前記実施例3,4におけるオペレーターの潜水士13は、3次元映像を確認しながら効率よく水中掘削・均し作業機7の操作をすることができる。   In addition, in the case of the first embodiment, the method of excavation and leveling by the underwater excavation and leveling machine according to the fourth embodiment of the present invention is the same as that of the submersible 13 As shown in FIG. 2E, the situation is shown in FIG. 2-E, and the construction of the construction management device 1f is shown in FIG. 2-F. The operator diver 13 in the third and fourth embodiments can efficiently operate the underwater excavating and leveling machine 7 while confirming the three-dimensional image.

本発明に係る水中掘削・均し作業機による掘削・均しの方法とその施工管理装置は、水底の掘削作業,捨石均し作業に広く適用できるものである。   The method of excavating and leveling by the underwater excavating and leveling machine according to the present invention and the construction management device thereof can be widely applied to the excavation work of the water bottom and the leveling work of rubble.

1 施工管理装置、 1a 計測部、
1b 処理・表示部 1c 水中表示部、
1d 第2実施例の施工管理装置、
1e 第3実施例の施工管理装置、
1f 第4実施例の施工管理装置、
2 3次元ソナー(3Dソナー)、
3 ジャイロスコープ又は慣性航法装置(INS)、
4 全地球測位システム装置(GPS)、
5 音速度計装置、
6 3次元解析用パーソナルコンピューター(パソコン)、
6a 記憶装置、 6b モニタ、
7 水中掘削・均し作業機、 7a バケット、
8 SSBL測位システム、 8a トランスポンダ、
8b 受波部、
9 支援台船、 9a ケーブル、
9b 遠隔操作装置、
10 予め指定した範囲、
11 予め直径を指定した円、
12 外接円、
13 潜水夫、
14 均し面、 14a 不足箇所、
14b 余剰箇所。
1 construction management device, 1a measuring unit,
1b Processing / display section 1c Underwater display section,
1d Construction management device of the second embodiment,
1e Construction management device of the third embodiment,
1f Construction management device of the fourth embodiment,
2 3D sonar (3D sonar),
3 Gyroscope or inertial navigation system (INS),
4 Global positioning system device (GPS),
5 sound speed meter device,
6 Personal computer for 3D analysis (PC),
6a storage device, 6b monitor,
7 Underwater drilling and leveling machine, 7a bucket,
8 SSBL positioning system, 8a transponder,
8b receiver,
9 Support trolley, 9a cable,
9b Remote control device,
10 pre-specified range,
11 Circle with a pre-specified diameter,
12 circumscribed circle,
13 Diver,
14 leveling surface, 14a missing part,
14b Surplus location.

Claims (5)

水中掘削・均し作業機に備えられて超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、前記水中掘削・均し作業機を遠隔操作する遠隔操作装置を有する支援台船に、ジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターとを備え、前記水中掘削・均し作業機と前記支援台船とに前記水中掘削・均し作業機の位置を測定するSSBL測位システムを備えてなる施工管理装置を構成し、
前記3次元ソナーのデータを前記支援台船における3次元解析用パーソナルコンピューターに送信して作業対象の地盤の出来形をリアルタイムで視覚的に確認しながら前記水中掘削・均し作業機を遠隔操作装置で操作して水中掘削・均し作業を行うこと、
を特徴とする水中掘削・均し作業機による掘削・均しの方法。
A three-dimensional sonar that can be visualized as a three-dimensional image with position data by measuring a three-dimensional shape of a certain range of underwater with a single wave by ultrasonic waves , provided in an underwater excavation and leveling machine, Support gyro with remote control device for remote control of excavation and leveling machine, gyroscope or inertial navigation device, global positioning system device, sound speed meter device, and each of these devices wired or wireless And a personal computer for three-dimensional analysis that inputs each data and records the data in a storage device and displays it three-dimensionally on a monitor, and the underwater excavation and leveling work machine and the support trolley include the underwater excavation. -Construct a construction management device equipped with an SSBL positioning system that measures the level of the leveling machine,
A remote control device for the underwater excavation and leveling machine while transmitting the data of the 3D sonar to a personal computer for 3D analysis in the support platform and visually confirming the shape of the ground to be worked in real time Underwater drilling and leveling operations
A method of underwater excavation and leveling using a leveling machine.
超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、ジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターとを支援台船に装備し、前記支援台船と水中掘削・均し作業機とを遠隔操作装置で接続してなる施工管理装置を構成し、
前記3次元ソナーのデータを前記支援台船における3次元解析用パーソナルコンピューターに送信して作業対象地盤の出来形と水中掘削・均し作業機の位置をリアルタイムで視覚的に確認しながら前記遠隔操作装置で前記水中掘削・均し作業機を操作して水中掘削・均し作業を行うこと、
を特徴とする水中掘削・均し作業機による掘削・均しの方法。
3D sonar that can instantly measure 3D shape in a range of underwater by ultrasonic wave and visualize it as 3D image with position data , gyroscope or inertial navigation device, global positioning system device And a sound velocity meter device and a personal computer for three-dimensional analysis in which each of these devices is connected by wire or wirelessly, and each data is input and recorded in a storage device and displayed in a three-dimensional manner on a monitor. A construction management device comprising a remote control device connecting the support trolley and the underwater excavation and leveling work machine,
The remote control is performed while the data of the three-dimensional sonar is transmitted to a personal computer for three-dimensional analysis in the support trolley, and the finished shape of the work target ground and the position of the underwater excavation and leveling work machine are visually confirmed in real time. Underwater drilling and leveling work by operating the underwater drilling and leveling machine with a device ,
A method of underwater excavation and leveling using a leveling machine.
予め設計形状をデータ入力して記憶装置に登録しておいて3次元解析用パーソナルコンピューターによってモニタに設計と3次元ソナーによる実測の形状を重ね合わせてリアルタイムに3次元表示させ、作業中において、前記モニタの3次元映像を視覚的に確認しながら作業できるようにしたこと、
を特徴とする請求項1または2に記載の水中掘削・均し作業機による掘削・均しの方法。
The design shape is input in advance and registered in the storage device, and the design and the shape actually measured by the 3D sonar are superimposed on the monitor by a personal computer for 3D analysis and displayed in real time in 3D. To be able to work while visually checking the 3D image of the monitor,
The method of excavation and leveling by the underwater excavation and leveling machine according to claim 1 or 2.
水中掘削・均し作業機に備えられて超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、
前記水中掘削・均し作業機を支援台船から遠隔操作する遠隔操作装置と、
前記支援台船にそれぞれ備えられるジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターと、
前記水中掘削・均し作業機と前記支援台船とに設けられ当該支援台船に対する前記水中掘削・均し作業機の位置を測定するSSBL測位システムとを装備してなること、
を特徴とする水中掘削・均し作業機用の施工管理装置。
A 3D sonar that can be visualized as a 3D image with position data by measuring the 3D shape of a range of underwater with a single wave by ultrasonic waves , equipped with an underwater excavation and leveling machine,
A remote control device for remotely controlling the underwater excavation and leveling machine from a support trolley;
A gyroscope or inertial navigation device, a global positioning system device, a sound velocity meter device, and a device connected to each of these devices are wired or wirelessly connected to each other, and each data is input to the storage device. A personal computer for 3D analysis for data recording and 3D display on a monitor;
Equipped with an SSBL positioning system provided on the underwater excavation and leveling work machine and the support trolley for measuring the position of the underwater excavation and leveling work machine relative to the support trolley,
A construction management device for underwater excavation and leveling machines.
超音波によりある範囲の水中の3次元形状を一送波で即時的に計測して位置データを持った立体映像として可視化できる3次元ソナーと、ジャイロスコープ又は慣性航法装置と、全地球測位システム装置と、音速度計装置と、これらの各装置をそれぞれ有線若しくは無線で接続され各データを入力して記憶装置にデータ収録させ及びモニタに3次元表示させる3次元解析用パーソナルコンピューターとのそれぞれを支援台船に装備し、
水中掘削・均し作業機を前記支援台船から遠隔操作する遠隔操作装置とを装備してなること、
を特徴とする水中掘削・均し作業機用の施工管理装置。
3D sonar that can instantly measure 3D shape in a range of underwater by ultrasonic wave and visualize it as 3D image with position data , gyroscope or inertial navigation device, global positioning system device And a sound velocity meter device and a personal computer for three-dimensional analysis in which each of these devices is connected by wire or wirelessly, and each data is input and recorded in a storage device and displayed on a monitor in three dimensions. Equipped on a trolley,
Be equipped with a remote control device for remotely operated underwater excavation and leveling work machine from the support barge,
A construction management device for underwater excavation and leveling machines.
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