JP2004232434A - Control method for height of placing or scattering out sediment - Google Patents

Control method for height of placing or scattering out sediment Download PDF

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Publication number
JP2004232434A
JP2004232434A JP2003025655A JP2003025655A JP2004232434A JP 2004232434 A JP2004232434 A JP 2004232434A JP 2003025655 A JP2003025655 A JP 2003025655A JP 2003025655 A JP2003025655 A JP 2003025655A JP 2004232434 A JP2004232434 A JP 2004232434A
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Japan
Prior art keywords
laser profiler
rtk
height
placing
sand
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JP2003025655A
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Japanese (ja)
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JP4316249B2 (en
Inventor
Yoshiharu Numajiri
義春 沼尻
Minoru Masuda
稔 増田
Kazunori Imamura
一紀 今村
Akinori Sakamoto
暁紀 坂本
Akira Shimamura
明 島村
Tatsuya Mizukawa
達也 水川
Kenichi Ono
健一 小野
Ei Fujiyama
映 藤山
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Toa Corp
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Toa Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a control method for the height of placing or scattering out sediment, capable of grasping the influence of inflow or landslide of solidified soil in the process of being placed or scattered out, fixing the measurement direction, and increasing the surveying area to improve the surveying efficiency. <P>SOLUTION: Two RTK-GPS antennas are mounted on the upper side of a rotatable vertical shaft 2, a laser profiler 4 is set up at the lower end of the vertical shaft 2, and a device for placing or scattering out sediment is provided to the position below the laser profiler 4. Thus, the laser profiler 4 is freely rotated or fixed to control the height of placing and scattering out the sediment. <P>COPYRIGHT: (C)2004,JPO&NCIPI

Description

【0001】
【発明の属する技術分野】
本発明は、陸上部において固化処理土や土砂のスラリーを打設したり、自然含水比の土砂を撒き出す際に、その高さを把握して管理する土砂の高さ管理方法に関する。
【0002】
【従来の技術】
従来、固化処理土や土砂を打設したり、自然含水比の土砂を撒き出しにより埋立等の工事を行なう際には、水中や気中の打設または撒き出し時の高さの施工管理を行なわねばならない。
【0003】
このような水中や気中の打設時の施工管理には、オートレッドによる高さ管理が採用されており、その施工管理はピンポイントによる点管理となっていた。
【0004】
即ち、重りを水底に降ろし、重りが着底した時のワイヤーの繰り出し長さを検出することにより水深を測定するコンパクトでかつ取扱いが容易な水深測定装置(例えば、特許文献1参照)が知られている。
【0005】
【特許文献1】
特開2002−48539号公報
【0006】
このような従来技術においては、点でしか高さの管理ができなかったため、打設または撒き出し箇所を中心にして平面的の面の管理ができないので、打設中または撒き出し中の場所の形状と共に、すでに打設ずみまたは撒き出しずみの場所の形状を把握することが難しく、これらの場所を測量することにはその測量に多くの時間を要し、測量効率が悪いという問題があった。
【0007】
【発明が解決しようとする課題】
本発明は、打設または撒き出し装置を所定位置ごとに移動して固化処理土打設したり、土砂を撒き出す際には、レーザープロファイラの測定方向を180度以上回転させて、打設または撒き出し箇所を中心にして平面的に円状の面のデータを取得できて、すでに打設ずみまたは撒き出しが終わった場所の形状も把握でき、現在打設中または撒き出している固化処理土の流れ込みや土砂の崩れによる影響を把握することができ、また、打設または撒き出しが終了した場所の出来型を確認する際には、打設または撒き出し装置が移動する任意の方向とほぼ直角にレーザープロファイラの測定方向を固定できて、測量する面積が大きくなり、測量効率の向上をはかりうる土砂の打設または撒き出し高さ管理方法を提供する。
【0008】
【課題を解決するための手段】
本発明は、回転可能な垂直軸の上方の水平部材上に2台のRTK−GPSアンテナを取付け、かつ回転可能な垂直軸に動揺補正センサーを取付け、その回転可能な垂直軸の下端にレーザープロファイラを設置し、レーザープロファイラより下方に位置するように土砂の打設または撒き出し装置を設け、レーザープロファイラを回転および固定自在として土砂の打設または撒き出し高さを管理する土砂の打設または撒き出し高さ管理方法からなり、またその場合に、RTK補正局からの補正情報を受信するアンテナをRTK−GPSアンテナの付近に設置したり、またレーザープロファイラと動揺補正センサーとRTK−GPSアンテナからのデータを処理するパソコン等の演算装置を配置したり、さらには、処理土の打設装置の移動方向とほぼ直角方向にレーザープロファイラの測定方向を固定するようにすることをもその特徴とする。
【0009】
【発明の実施の形態】
以下図面を参照して本発明の土砂の打設または撒き出し高さ管理方法の実施の形態につき説明する。
【0010】
図1はその一実施形態の固化処理土や土砂のスラリーを打設したり、自然含水比の土砂を撒き出す際に、その打設または撒き出し高さを把握して管理するために、上記の打設装置の打設位置または撒き出し装置の撒き出し位置の上方に配置される出来型管理システムの専用架台の概要配置側面図であり、この出来型管理システムは、図2に示す打設船1のスプレッダ6の先端に設置されている。
【0011】
次に、図1の出来型管理システムは、回転可能な垂直軸2をその打設装置の打設位置または撒き出し装置の撒き出し位置上方に配置し、その下端にレーザープロファイラ4を取り付けており、また、上記回転可能な垂直軸2の上端に2台のRTK−GPSアンテナ3を取り付け、さらにその垂直軸2に動揺補正センサー5を取り付けているが、上記RTK−GPSアンテナ3は垂直軸2に配置した水平部材14の上に取り付けられている。
【0012】
また、図1において、図示されていないRTK補正局からの補正情報を受信するアンテナ23をRTK−GPSアンテナ3の付近、すなわちスプレッダー受架台7を設けたスプレッダー先端踊場20に設置している。
【0013】
なお、図1で、レーザープロファイラはレーザー旋回架台8を介して設けられ、ローテータ9で回転可能になっており、図中において21は旋回架台台座を示している。
【0014】
次に、図1の出来型管理システムを船体上のスプレッダ6の先端に設置した図2の打設船1のブリッジ側システムBには、上記レーザープロファイラ4と動揺補正センサー5と2台のRTK−GPSアンテナ3からのデータを処理するデータ処理用のパソコン26等の演算装置を配置しており、上記レーザープロファイラ4、動揺補正センサー5、2台のRTK−GPSアンテナ3等からなるスプレッダ側システムSの各機器等の地盤高データ、傾斜データ、位置データは、データ中継ユニットから、ブリッジ側システムBにはSS無線等でデータ伝送され、また図3に示すようにブリッジ側システムBからスプレッダ側システムSの各計測機器を遠隔操作している。
【0015】
さらに、この実施形態におけるスプレッダ6側のシステムSの計測条件を図4で説明すると、スプレッダ6の先端に装備されたレーザープロファイラ4の地盤高からの高さは約12mであり、また、レーザーの照射角度に対する理論計測範囲は40°の場合半径10.11m、50°の場合半径14.30m、60°の場合半径20.78mであり、それらレーザー照射角度を図4に表示している。
【0016】
以上に説明した本発明の土砂の打設または撒き出し高さ管理システムにおいて、打設または撒き出し装置を、図5の概略側面図及びその平面図の図6に示すごとく、破線から実線のように、所定位置ごとに矢印M方向に移動して固化処理土を打設したり、土砂を撒き出す際には、垂直軸2を180度以上回転させながら、各機器のデータを取得し、一方、打設または撒き出しが終了した場所を打設または撒き出し装置を移動しながら出来型を確認する際には、図7及び図8の概略平面図に示すごとく、矢印Mで示す移動する方向とほぼ直角方向に、レーザープロファイラ4の測定方向を固定して各機器のデータを取得する。
【0017】
なお、図7及び図8で27で示すのは、打設船1のアンカーであり、本発明の実施の形態においては、固化処理土等を打設するために打設船1を使用しているが、陸上の打設装置にも有効に適用可能である。
【0018】
【発明の効果】
以上に説明した本発明の土砂の打設または撒き出し高さ管理方法によれば、打設または撒き出し装置を所定位置ごとに移動して固化処理土打設したり土砂を撒き出す際には、レーザープロファイラの測定方向を180度以上回転させているので、打設または撒き出し箇所を中心にして平面的に円状の面のデータを取得できる。したがって、現在打設または撒き出している場所の形状と共に、前に打設または撒き出しが終わった場所の形状も把握することができ、現在打設または撒き出している固化処理土の流れ込みや土砂の崩れによる影響を把握することができる。
【0019】
また、打設または撒き出しが終了した場所の出来型を確認する際には、打設または撒き出し装置が移動する注意の任意の方向とほぼ直角にレーザープロファイラの測定方向を固定できるので、測量する面積が大きくなり、測量の効率を向上できる。
【0020】
なお、本発明で適用可能な打設装置としては、固化処理土を流下して打設する打設船があり、撒き出し装置としては、リクレーマ船、ベルトコンベア等がある。
【図面の簡単な説明】
【図1】本発明の土砂の打設または撒き出し高さ管理方法の一実施形態における出来型管理システムの専用架台の概要配置側面図である。
【図2】図1の出来型管理システムを装備した打設船を示すシステムイメージ図である。
【図3】図2の要部拡大で示すシステムイメージ図である。
【図4】図3のレーザープロファイラのレーザー照射角度の表示図である。
【図5】図3のシステムにおいて所定位置ごとに移動して固化処理土を打設または土砂を撒き出す際の説明用概略側面図である。
【図6】図5の概略平面図である。
【図7】図3のシステムにおいて打設または撒き出し装置を移動しながら出来型を確認する際の概略平面図である。
【図8】図7と異なる方向に移動しながら出来型を確認する際の概略平面図である。
【符号の説明】
2 垂直軸
3 RTK−GPSアンテナ
4 レーザープロファイラ
5 動揺補正センサー
23 アンテナ
24 水平部材
26 パソコン
[0001]
TECHNICAL FIELD OF THE INVENTION
TECHNICAL FIELD The present invention relates to a method for managing the height of sediment, which grasps and manages the height of a solidified soil or a slurry of earth and sand, which is poured onto a land portion, or when a soil having a natural water content ratio is scattered.
[0002]
[Prior art]
Conventionally, when performing construction work such as landfilling by pouring solidified soil and earth or laying out earth and sand with a natural moisture content, the construction management of the height at the time of casting or laying underwater or in the air. Have to do it.
[0003]
For such construction management at the time of casting in water or in the air, height management by auto red is adopted, and the construction management is point management by pinpoint.
[0004]
That is, there is known a compact and easy-to-handle water depth measuring device that measures the water depth by lowering the weight to the bottom of the water and detecting the feeding length of the wire when the weight has landed (for example, see Patent Document 1). ing.
[0005]
[Patent Document 1]
Japanese Patent Application Laid-Open No. 2002-48539
In such a conventional technique, the height can be controlled only at points, so that a planar surface cannot be managed centering on a placement or spouting location. Along with the shape, it was difficult to grasp the shape of the place already poured or scattered, and there was a problem that surveying these places required a lot of time for the survey, and the surveying efficiency was poor. .
[0007]
[Problems to be solved by the invention]
The present invention is a method for moving a casting or dispensing device at predetermined positions to perform solidification-treated soil, or when dispersing earth and sand, by rotating the measuring direction of a laser profiler by 180 degrees or more, and placing or distributing. Data on a circular surface can be acquired in a plane centering on the location where the material is to be scattered, and the shape of the place where the material has been poured or has already been scattered can be grasped. And the impact of the collapse of the earth and sand can be grasped. Provided is a method for controlling the height of a soil or sand which can fix a measuring direction of a laser profiler at a right angle to increase a surveying area and improve a surveying efficiency.
[0008]
[Means for Solving the Problems]
The present invention mounts two RTK-GPS antennas on a horizontal member above a rotatable vertical axis, and mounts a motion compensation sensor on a rotatable vertical axis, and a laser profiler at the lower end of the rotatable vertical axis. Is installed, and a device for casting or dispersing earth and sand is provided so as to be located below the laser profiler. In this case, an antenna for receiving correction information from the RTK correction station is installed near the RTK-GPS antenna, or a laser profiler, a motion correction sensor, and an RTK-GPS antenna are used. Arrangement of an arithmetic unit such as a personal computer that processes data, and furthermore, the movement direction of the Also and its features to be made to fix the measuring direction of the laser profiler perpendicularly.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
Hereinafter, an embodiment of a method for managing the height of the earth or sand placed or laid out according to the present invention will be described with reference to the drawings.
[0010]
FIG. 1 shows the above-described embodiment for laying out a solidified soil or a slurry of earth and sand of one embodiment, or when laying out earth and sand having a natural water content, in order to grasp and manage the height of the laid or laid out soil. FIG. 3 is a schematic layout side view of a dedicated stand of a work type management system arranged above a setting position of a setting device or a setting position of a dispensing device; It is installed at the tip of the spreader 6 of the ship 1.
[0011]
Next, the ready-made management system of FIG. 1 arranges the rotatable vertical shaft 2 above the setting position of the setting device or the setting position of the setting device, and attaches the laser profiler 4 to the lower end thereof. Also, two RTK-GPS antennas 3 are mounted on the upper end of the rotatable vertical axis 2 and a motion compensation sensor 5 is mounted on the vertical axis 2. The RTK-GPS antenna 3 is mounted on the vertical axis 2. Is mounted on the horizontal member 14 arranged in the first position.
[0012]
In FIG. 1, an antenna 23 for receiving correction information from an RTK correction station (not shown) is installed near the RTK-GPS antenna 3, that is, at the spreader tip landing 20 provided with the spreader receiving stand 7.
[0013]
In FIG. 1, the laser profiler is provided via a laser revolving gantry 8 and is rotatable by a rotator 9. In the drawing, reference numeral 21 denotes a revolving gantry pedestal.
[0014]
Next, the bridge-side system B of the casting boat 1 of FIG. 2 in which the ready-made management system of FIG. 1 is installed at the tip of the spreader 6 on the hull includes the laser profiler 4, the motion compensation sensor 5, and two RTKs. A spreader-side system including a laser profiler 4, a motion compensation sensor 5, two RTK-GPS antennas 3 and the like, in which an arithmetic unit such as a personal computer 26 for data processing for processing data from the GPS antenna 3 is arranged. The ground height data, inclination data, and position data of each device of S are transmitted from the data relay unit to the bridge side system B by SS radio or the like, and as shown in FIG. Each measuring device of the system S is remotely controlled.
[0015]
Further, the measurement conditions of the system S on the side of the spreader 6 in this embodiment will be described with reference to FIG. 4. The height from the ground level of the laser profiler 4 provided at the tip of the spreader 6 is about 12 m. The theoretical measurement range for the irradiation angle is 10.11 m for 40 °, 14.30 m for 50 °, and 20.78 m for 60 °, and the laser irradiation angles are shown in FIG.
[0016]
In the above-described earth and sand setting or dispensing height management system of the present invention, the dispensing or distributing device is changed from a broken line to a solid line as shown in the schematic side view of FIG. 5 and the plan view of FIG. At the time of moving the solidified soil by moving in the direction of the arrow M at every predetermined position, or when scattering the earth and sand, the data of each device is acquired while rotating the vertical axis 2 by 180 degrees or more. When confirming the finished product while moving the casting or dispensing device at the place where the casting or dispensing is completed, the moving direction indicated by an arrow M as shown in the schematic plan views of FIGS. The measurement direction of the laser profiler 4 is fixed in a direction substantially perpendicular to the above, and data of each device is acquired.
[0017]
7 and 8, reference numeral 27 denotes an anchor of the casting boat 1. In the embodiment of the present invention, the casting boat 1 is used to cast solidified soil and the like. However, it can be effectively applied to land casting equipment.
[0018]
【The invention's effect】
According to the above-described method for managing the casting or discharging height of earth and sand according to the present invention, when the casting or discharging apparatus is moved for each predetermined position and the solidification treated soil is poured or the soil is discharged. In addition, since the measurement direction of the laser profiler is rotated by 180 degrees or more, data of a plane circular surface can be acquired centering on a place where a laser is cast or spouted. Therefore, it is possible to grasp the shape of the place where casting or spouting has been completed, as well as the shape of the place where casting or spouting has been completed before. The effect of the collapse can be understood.
[0019]
In addition, when confirming the finished product at the place where the casting or spraying has been completed, the measurement direction of the laser profiler can be fixed almost perpendicular to any direction of the caution that the casting or spraying device moves, The area to be measured increases, and the efficiency of surveying can be improved.
[0020]
It should be noted that a casting apparatus applicable to the present invention includes a casting boat that pours solidified soil down and a casting apparatus includes a reclaimer ship and a belt conveyor.
[Brief description of the drawings]
FIG. 1 is a schematic layout side view of a dedicated gantry of a ready-made management system in one embodiment of a method for managing the height of soil or sand poured out according to the present invention.
FIG. 2 is a system image diagram showing a casting boat equipped with the ready-made management system of FIG. 1;
FIG. 3 is a system image diagram showing an enlarged main part of FIG. 2;
FIG. 4 is a display diagram of a laser irradiation angle of the laser profiler of FIG. 3;
FIG. 5 is a schematic side view for explaining when the solidified soil is poured or soil is scattered by moving at predetermined positions in the system of FIG. 3;
FIG. 6 is a schematic plan view of FIG.
FIG. 7 is a schematic plan view of the system shown in FIG. 3 when a casting or dispensing device is moved and a finished product is confirmed.
FIG. 8 is a schematic plan view when confirming a finished product while moving in a direction different from that in FIG. 7;
[Explanation of symbols]
2 Vertical axis 3 RTK-GPS antenna 4 Laser profiler 5 Motion compensation sensor 23 Antenna 24 Horizontal member 26 Personal computer

Claims (4)

回転可能な垂直軸の上方の水平部材上に2台のRTK−GPSアンテナを取付け、かつ回転可能な垂直軸に動揺補正センサーを取付け、その回転可能な垂直軸の下端にレーザープロファイラを設置し、レーザープロファイラより下方に位置するように土砂の打設または撒き出し装置を設け、レーザープロファイラを回転および固定自在として土砂の打設または撒き出し高さを管理する土砂の打設または撒き出し高さ管理方法。Attach two RTK-GPS antennas on a horizontal member above the rotatable vertical axis, attach a motion compensation sensor to the rotatable vertical axis, and install a laser profiler at the lower end of the rotatable vertical axis, Provide a device for pouring or dispersing earth and sand below the laser profiler, and control the driving or dispensing of earth and sand by controlling the laser profiler so that it can rotate and fix freely. Method. RTK補正局からの補正情報を受信するアンテナをRTK−GPSアンテナの付近に設置した請求項1記載の土砂の打設または撒き出し高さ管理方法。2. The method according to claim 1, wherein an antenna for receiving correction information from the RTK correction station is installed near the RTK-GPS antenna. レーザープロファイラと動揺補正センサーとRTK−GPSアンテナからのデータを処理するパソコン等の演算装置を配置した請求項1または2記載の土砂の打設または撒き出し高さ管理方法。3. The method according to claim 1, further comprising an operation device such as a personal computer for processing data from the laser profiler, the motion compensation sensor, and the RTK-GPS antenna. 土砂の打設または撒き出し装置の移動方向とほぼ直角方向にレーザープロファイラの測定方向を固定するようにした請求項1、2、または3記載の土砂の打設または撒き出し高さ管理方法。4. The method according to claim 1, wherein the measuring direction of the laser profiler is fixed in a direction substantially perpendicular to the moving direction of the apparatus for placing or discharging earth and sand.
JP2003025655A 2003-02-03 2003-02-03 How to control the height of the earth or sand Expired - Fee Related JP4316249B2 (en)

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KR100872554B1 (en) 2007-12-24 2008-12-08 삼서공업 주식회사 Manhole Repair
CN102168969A (en) * 2011-01-18 2011-08-31 河海大学 Monitoring device and monitoring method for lift wall deformation of ship lock
ITMO20110313A1 (en) * 2011-12-02 2013-06-03 Paola Gelmuzzi HIGH DEFINITION TOPOGRAPHIC DETECTION EQUIPMENT
CN112013811A (en) * 2020-09-01 2020-12-01 昆山市房屋安全鉴定管理站 House structure settlement monitoring device based on vision measurement
CN114295100A (en) * 2021-11-10 2022-04-08 国网浙江省电力有限公司磐安县供电公司 Wind turbine generator settlement monitoring device and monitoring method

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CN106895821B (en) * 2017-03-06 2019-03-12 成都中电卓景智能科技有限公司 A kind of settlement monitoring street lamp based on BEI-DOU position system

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100872554B1 (en) 2007-12-24 2008-12-08 삼서공업 주식회사 Manhole Repair
CN102168969A (en) * 2011-01-18 2011-08-31 河海大学 Monitoring device and monitoring method for lift wall deformation of ship lock
ITMO20110313A1 (en) * 2011-12-02 2013-06-03 Paola Gelmuzzi HIGH DEFINITION TOPOGRAPHIC DETECTION EQUIPMENT
CN112013811A (en) * 2020-09-01 2020-12-01 昆山市房屋安全鉴定管理站 House structure settlement monitoring device based on vision measurement
CN114295100A (en) * 2021-11-10 2022-04-08 国网浙江省电力有限公司磐安县供电公司 Wind turbine generator settlement monitoring device and monitoring method
CN114295100B (en) * 2021-11-10 2023-12-05 国网浙江省电力有限公司磐安县供电公司 Wind turbine settlement monitoring device and monitoring method

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