JP2000136088A - Hung cargo position detecting method of crane - Google Patents

Hung cargo position detecting method of crane

Info

Publication number
JP2000136088A
JP2000136088A JP10324416A JP32441698A JP2000136088A JP 2000136088 A JP2000136088 A JP 2000136088A JP 10324416 A JP10324416 A JP 10324416A JP 32441698 A JP32441698 A JP 32441698A JP 2000136088 A JP2000136088 A JP 2000136088A
Authority
JP
Japan
Prior art keywords
crane
coordinates
mobile station
gps
hanging
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.)
Granted
Application number
JP10324416A
Other languages
Japanese (ja)
Other versions
JP4189979B2 (en
Inventor
Hideji Habara
秀司 羽原
Takeshi Ito
健 伊藤
Kazunori Imagawa
和則 今川
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.)
Nippon Steel Nisshin Co Ltd
Original Assignee
Nisshin Steel Co Ltd
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 Nisshin Steel Co Ltd filed Critical Nisshin Steel Co Ltd
Priority to JP32441698A priority Critical patent/JP4189979B2/en
Publication of JP2000136088A publication Critical patent/JP2000136088A/en
Application granted granted Critical
Publication of JP4189979B2 publication Critical patent/JP4189979B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Loading Or Unloading Of Vehicles (AREA)
  • Ship Loading And Unloading (AREA)
  • Control And Safety Of Cranes (AREA)
  • Position Fixing By Use Of Radio Waves (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a hanging position detecting method of crane which uses a GPS positioning system and is simpler in crane operation and inexpensive. SOLUTION: When a mobile station side GPS reception antenna 3-1 is installed at a hanging position 10 at a tip of a crane arm 2 and a plurality of cargoes 8 loaded at a preliminarily determined position within a transportation means 7 is reloaded and moved, measuring hunging position coordinates, an initial positioning is performed for the hanging position 10 of a crane 1 to a preliminarily determined reference point 9 within the transportation means 7. Subsequently, a relative position of each cargo 8 is calculated from the reference point 9, the coordinates of the transportation means 7 are converted into a hanging position coordinates at the tip of the crane arm 2 and the hanging position 10 of each cargo 8 is determined.

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】この発明は、複数個積載した
運搬物を、船舶、トラック、トレーラ等の運搬手段内に
位置合わせして荷積み又は荷卸しする場合のクレーンの
吊り荷位置検知方法、特にGPS(Global Positioning
System)を用いた位置検知方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for detecting a suspended load position of a crane when loading or unloading a plurality of loaded articles by positioning the articles in a transportation means such as a ship, a truck or a trailer. Especially GPS (Global Positioning)
System) for position detection.

【0002】[0002]

【従来の技術】従来、船舶、トラック、トレーラ等の搬
送手段内に複数個荷積した運搬物をクレーンで荷積み又
は荷卸しする場合には、例えば、クレーン運転手と玉掛
手とで互いに連絡合図しながら、運搬物近傍にいる玉掛
手が運搬物に吊具を掛け外しすることにより行ってい
た。しかしながら、近年これら運搬作業の合理化要求が
強まり前記玉掛手の省力化やクレーン運転手の省力化が
進みつつある。これら省力化方策には種々の方法がある
が、基本的には荷の位置とクレーンの吊り位置を自動的
に一致させることが不可欠であり、移載機、クレーン等
積み替え機器によってさまざまである。この場合のクレ
ーンの吊り荷位置検知方法は、一般的には、決められた
位置に荷を置きクレーンでその位置に位置合わせした
り、運搬物の位置を画像手段等により測定し、その測定
位置にクレーンを位置合わせする等の方法が取られてい
る。
2. Description of the Related Art Conventionally, in the case of loading or unloading a plurality of loads in a transport means such as a ship, a truck, a trailer or the like by a crane, for example, a crane driver and a slinger communicate with each other. While signaling, a slinging hand near the conveyed object carried out the hanging of the conveyed object. However, in recent years, demands for rationalization of these transport operations have increased, and labor savings of the slingers and crane operators have been progressing. Although there are various methods for these labor saving measures, it is basically essential to automatically match the position of the load with the hanging position of the crane, and there are various types of transfer equipment, cranes, and other reloading equipment. In this case, the method of detecting the position of a suspended load of a crane generally includes placing a load at a predetermined position, aligning the position with the crane, or measuring the position of a conveyed object by image means, and measuring the position of the load. For example, a method of aligning the crane with the vehicle is used.

【0003】しかしながら、複数の運搬物を積んだトレ
ーラーやトラック等の様に運転手による運搬物の位置合
わせは、手動運転のため中々精度を出し難く、また、船
舶等では、潮流や干満によって正確な位置合わせが困難
な場合がある。そのため、従来のクレーンの吊り荷位置
検知方法としては、例えば、本発明と同一出願人の特許
出願である特開平7−251949号公報に示されてい
るような反射プリズムと光波距離計を有する自動追尾装
置を使用してクレーンと吊り荷の位置決定することが考
えられたり、GPSを利用した方法等が考えられてい
る。
However, it is difficult for a driver to manually position a vehicle, such as a trailer or a truck loaded with a plurality of vehicles, due to manual operation. Positioning may be difficult. Therefore, as a conventional method of detecting the position of a suspended load of a crane, for example, an automatic method having a reflecting prism and an optical distance meter as disclosed in Japanese Patent Application Laid-Open No. 7-251949, which is a patent application of the same applicant as the present invention, is used. It is considered that the position of the crane and the suspended load is determined using the tracking device, or a method using GPS is considered.

【0004】このGPSを利用する方法は、基本的には
固定基準局と移動局からなり、固定基準局に対する移動
局の位置を3次元(x,y,z)的に位置測定するもの
であるため、移動局側GPS受信アンテナ(3−1)が
クレーン側と搬送手段側の2個所に設置する必要があ
る。すなわち、GPSを利用するクレーンの吊り荷位置
検知方法は、クレーンアーム先端の吊り位置と搬送手段
内の2個所に移動局を設置して、移動局間の差を演算す
ることによりクレーンの吊り荷位置を決定する方法であ
る。
The method using GPS basically includes a fixed reference station and a mobile station, and measures the position of the mobile station with respect to the fixed reference station in three dimensions (x, y, z). The mobile station-side GPS receiving antenna (3-1) needs to be installed at two places on the crane side and the transport means side. That is, the method of detecting the position of the suspended load of the crane using the GPS is based on the following: the mobile station is installed at the suspended position at the tip of the crane arm and at two places in the transportation means, and the difference between the mobile stations is calculated. This is a method for determining the position.

【0005】尚、GPSを用いた位置測定装置は、複数
の衛星(12)から発射される電波を利用し、衛星(1
2)から測位点までの電波伝播時間を算出することによ
り、三角測量法によって位置が測定される。この測定方
法には、大別すると単独測位法と干渉測位法があり、前
者は精度が約10m程度でカーナビ等に用いられ、後者
は数cmオーダの精度で位置測定が可能である。後者の
干渉測位方法は、その応用例が特開昭63−15188
0号、特開平9−119972号、特開平10−483
21号公報に開示されている。具体的には、例えば、古
野電気製の商品名「リアルタイムキネマティックGPS
測量システムGS−10」が利用できる。その構成は複
数の衛星(12)と固定基準局及び移動局(測定点に設
置)とからなり、既知の固定基準局に対して移動局の位
置を3次元的に測定するもので、連続的な精度の良い位
置測定には、固定基準局と移動局で同じ衛星(12)を
5個以上補足している必要があり、また、二重位相差に
より誤差を相殺するため、移動局が基準局からの位置補
正データを受信できる構造となっている。
[0005] A position measuring device using GPS utilizes radio waves emitted from a plurality of satellites (12) and uses satellites (1).
By calculating the radio wave propagation time from 2) to the positioning point, the position is measured by triangulation. This measurement method is roughly classified into an independent positioning method and an interference positioning method. The former is used for car navigation systems with an accuracy of about 10 m, and the latter is capable of position measurement with an accuracy of the order of several cm. An application example of the latter interference positioning method is disclosed in JP-A-63-15188.
0, JP-A-9-119772, JP-A-10-483
No. 21 discloses this. Specifically, for example, a product name “Real-time kinematic GPS” manufactured by Furuno Electric Co., Ltd.
Surveying system GS-10 "can be used. The configuration is composed of a plurality of satellites (12), a fixed reference station and a mobile station (installed at a measurement point), and measures the position of the mobile station three-dimensionally with respect to a known fixed reference station. For a good position measurement, the fixed reference station and the mobile station need to supplement five or more of the same satellites (12). In addition, since the error is offset by the double phase difference, the mobile station must determine the position from the reference station. It has a structure that can receive correction data.

【0006】[0006]

【発明が解決しようとする課題】しかしながら、前述の
自動追尾方式によるクレーンの吊り荷位置検知方法は、
運搬手段である船舶やトレーラーが変わるごとに初期原
点合わせが必要なものであり、その方法は追尾装置から
望遠鏡等を覗いて各反射プリズムに追尾装置を位置合わ
せする必要があるため、追尾開始までの準備時間が必要
であり、又船舶等で積み替え移送運転中に何らかの急激
な船舶揺れがあり一度追尾切れが発生すると再度前記初
期原点合わせが必要となるものであった。
However, the method for detecting the position of a suspended load of a crane by the automatic tracking method described above is as follows.
Each time the ship or trailer that is the means of transport changes, it is necessary to perform initial origin adjustment.This method requires that the tracking device be positioned on each reflective prism by looking through a telescope from the tracking device, so that tracking must be started. The time required for the preparation is required, and when the ship is suddenly shaken during the transfer operation of the ship or the like and the tracking is broken once, the initial origin adjustment is required again.

【0007】また、前述のGPSを使用する方法にあっ
ては、複数個の衛星(12)を利用したものであるため
GPSアンテナの上空は広く天空が開けている必要があ
り、一般的にはアンテナの設置位置水平線に対して15
°以上には障害物が無いことが必要で有るが、水平引込
式クレーン(Level Luffing Crane;LLCと以下呼
ぶ)等クレーンアーム先端に移動局側GPSアンテナを
取り付けると天空がアームで遮断される場合等があり、
クレーン側の吊り位置が計測中断する場合がある。
In the above-described method using GPS, since a plurality of satellites (12) are used, the sky above the GPS antenna needs to be wide open and the sky is generally open. Antenna installation position 15 with respect to the horizon
It is necessary that there are no obstacles above °, but when the mobile station side GPS antenna is attached to the tip of a crane arm such as a horizontal retractable crane (Level Luffing Crane; LLC), the sky is interrupted by the arm Etc.,
The suspension position on the crane side may be interrupted.

【0008】そこで本発明のうち請求項1記載の発明
は、予め決められた搬送手段の基準点(9)にクレーン
を一旦位置合わせし、初期原点合わせ時間の短縮を図る
と共に、極力移動局側GPS受信アンテナ(3−1)台
数が少ない配置で確実に吊り位置が決定できる安価なク
レーンの吊り位置検知方法を提供することを目的として
いる。また、請求項2記載の発明は、クレーンの吊り位
置上方の天空が十分広く取れない場合のクレーン先端吊
り位置を特定するためのアンテナ設置による吊り位置決
定方法を提供せんとするものである。
Therefore, according to the first aspect of the present invention, the crane is once positioned at a predetermined reference point (9) of the transport means so as to shorten the initial origin positioning time, and to minimize the mobile station side. It is an object of the present invention to provide an inexpensive crane suspension position detection method capable of reliably determining a suspension position with a small number of GPS receiving antennas (3-1). The second aspect of the present invention provides a method of determining a hanging position by installing an antenna for specifying a hanging position of a crane tip when the sky above the hanging position of the crane cannot be sufficiently widened.

【0009】[0009]

【課題を解決するための手段】上記の目的を達成するた
めに、請求項1記載の発明は、クレーンアーム先端の吊
り位置に移動局側GPS受信アンテナを設置し、該吊り
位置座標を計測しながら、運搬手段内で予め決められた
位置に積載された複数の運搬物を積み替え移動するに際
し、予め決められた前記運搬手段内の基準点にクレーン
の前記吊り位置を初期位置合わせして、その後、前記基
準点から個々の運搬物の相対位置を演算して、運搬手段
の座標を前記クレーンアーム先端の吊り位置座標に変換
し、個々の運搬物の吊り位置を決定するものである。本
発明に従えば、運搬手段内へ移動局側GPS受信アンテ
ナを設置して該運搬手段の位置を検知する必要がなく、
クレーンの簡単な初期位置合わせにより、個々の運搬物
の位置を決定できるため、運搬手段内へのGPS受信機
の設置が不要となる効果がある。
In order to achieve the above object, according to the first aspect of the present invention, a mobile station-side GPS receiving antenna is installed at a suspension position at the tip of a crane arm, and coordinates of the suspension position are measured. While transferring and moving a plurality of goods loaded at a predetermined position in the vehicle, the hanging position of the crane is initially aligned with a predetermined reference point in the vehicle, and thereafter, Calculating the relative position of each transported object from the reference point, converting the coordinates of the transport means into the coordinates of the suspension position of the tip of the crane arm, and determining the suspension position of the individual transported object. According to the present invention, there is no need to install a mobile station-side GPS receiving antenna in a vehicle to detect the position of the vehicle,
Since the positions of the individual goods can be determined by the simple initial alignment of the crane, there is an effect that it is not necessary to install a GPS receiver in the vehicle.

【0010】また、請求項2記載の発明は、前記移動局
側GPS受信アンテナを、前記吊り位置以外の天空が開
けたクレーンアーム上に、間隔を設けて少なくとも2個
所設置し、クレーンアーム先端の吊り位置を計測するも
のである。本発明に従えば、請求項1記載の発明のクレ
ーンが水平引込式クレーン等でクレーンアーム先端の吊
り位置へ移動局側GPS受信アンテナが設置できない場
合等であっても、移動局側GPS受信アンテナを天空が
開けたアーム上の吊り位置以外の2個所へ設置すること
により、クレーンアーム先端の吊り位置座標を計測する
ことができるという効果がある。
[0010] According to a second aspect of the present invention, at least two mobile station-side GPS receiving antennas are provided at intervals on a crane arm that is open to the sky other than the hanging position, and a crane arm tip is provided. The suspension position is measured. According to the present invention, even when the crane according to the first aspect of the invention is a horizontal retractable crane or the like and the mobile station-side GPS receiving antenna cannot be installed at the hanging position of the crane arm tip, the mobile station-side GPS receiving antenna is used. Is installed at two places other than the hanging position on the arm with open sky, there is an effect that the hanging position coordinates of the tip of the crane arm can be measured.

【0011】[0011]

【発明の実施の形態】本発明の好適な実施の形態につい
て、以下説明する。図1は、本発明の一実施例である機
器配置図を示し、図2は、該実施例の制御機器構成を示
している。また、図5は、運搬手段(7)である船内の
運搬物(8)の積載状況を説明するものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Preferred embodiments of the present invention will be described below. FIG. 1 shows a device layout according to an embodiment of the present invention, and FIG. 2 shows a control device configuration of the embodiment. FIG. 5 is a view for explaining a loading state of a load (8) on the ship, which is a transport means (7).

【0012】位置測定装置としては、前述の古野電気製
の商品名「リアルタイムキネマティックGPS測量シス
テムGS−10」が利用でき、図2の如く移動局側GP
S受信アンテナ(3−1)、移動局側データ受信アンテ
ナ(4−1)及び移動局(5)と、固定局側GPS受信
アンテナ(3−2)、固定局側データ送信アンテナ(4
−2)と固定局(6)より構成される。
As the position measuring device, the above-mentioned product name "Real-time kinematic GPS surveying system GS-10" manufactured by Furuno Electric Co., Ltd. can be used, and as shown in FIG.
S receiving antenna (3-1), mobile station side data receiving antenna (4-1) and mobile station (5), fixed station side GPS receiving antenna (3-2), fixed station side data transmitting antenna (4)
-2) and a fixed station (6).

【0013】固定局(6)は、固定局GPS受信機(6
−1)、固定局無線機(6−2)、固定局計算機(6−
3)、及び固定局プリンター(6−4)で構成し、複数
の衛星(12)の観測データは、固定局側GPS受信ア
ンテナ(3−2)を経て固定局GPS受信機(6−1)
で、デジタル信号化し固定局計算機(6−3)に入力さ
れる。固定局計算機(6−3)にて移動局(5)へ送る
送信データ(各衛星と固定局間の距離、固定局の位置、
その他位置補正データ)を生成し、固定局無線機(6−
2)を経由して固定局側データ送信アンテナ(4−2)
により移動局(5)へ伝送される。
The fixed station (6) is a fixed station GPS receiver (6
-1), fixed station radio (6-2), fixed station computer (6-
3) and a fixed station printer (6-4). Observation data of a plurality of satellites (12) is sent to a fixed station GPS receiver (6-1) via a fixed station GPS receiving antenna (3-2).
The digital signal is input to the fixed station computer (6-3). Transmission data to be sent to the mobile station (5) by the fixed station computer (6-3) (distance between each satellite and the fixed station, position of the fixed station,
Other position correction data) is generated, and the fixed station radio (6-
2) Via fixed station side data transmission antenna via (4-2)
Is transmitted to the mobile station (5).

【0014】移動局(5)では、固定局(6)とほぼ同
様に移動局側GPS受信アンテナ(3−1)で衛星(1
2)からの観測データを受信し移動局GPS受信機(5
−1)を経て、該観測データを移動局計算機(5−3)
に取り込む。一方、移動局側データ受信アンテナ(4−
1)からは、前記固定局(6)観測データを無線機をへ
て移動局計算機(5−3)に取り込む。移動局計算機
(5−3)では、固定局側GPS受信アンテナ(3−
2)と衛星(12)間の距離、及び移動局側GPS受信
アンテナ(3−1)と衛星(12)間距離をから、移動
局側GPS受信アンテナ(3−1)の三次元位置(x、
y、z)が演算計測される。
In the mobile station (5), the satellite (1) is received by the mobile station-side GPS receiving antenna (3-1) almost in the same manner as the fixed station (6).
The observation data from 2) is received and the mobile station GPS receiver (5
After -1), the observation data is transferred to the mobile station computer (5-3).
Take in. On the other hand, the mobile station side data receiving antenna (4-
From 1), the fixed station (6) observation data is taken into the mobile station computer (5-3) via the wireless device. In the mobile station computer (5-3), the fixed-station-side GPS receiving antenna (3--3) is used.
The three-dimensional position (x) of the mobile station-side GPS receiving antenna (3-1) is obtained from the distance between the mobile station-side GPS receiving antenna (3-1) and the distance between the mobile station-side GPS receiving antenna (3-1) and the satellite (12). ,
y, z) are calculated and measured.

【0015】すなわち、本発明で使用する吊り位置(1
0)測定方法は、前述の「リアルタイムキネマティック
GPS測量システムGS−10」を使用して、クレーン
アーム(2)先端の吊り位置(10)に設置した移動局
側GPS受信アンテナ(3−1)の三次元位置を常時追
跡することによってリアルタイムに吊り位置座標を計測
するものである。尚、この場合の機器配置については、
クレーンアーム(2)先端の吊り位置(10)に移動局
側GPS受信アンテナ(3−1)を設置することと、移
動局側データ受信アンテナ(4−1)と固定局側データ
送信アンテナ(4−2)間で無線通信できることが条件
であり、他の機器については特に設置場所を限定するも
のではない。
That is, the hanging position (1) used in the present invention
0) The measuring method is as follows. The mobile station-side GPS receiving antenna (3-1) installed at the hanging position (10) at the tip of the crane arm (2) using the aforementioned "real-time kinematic GPS surveying system GS-10". The suspension position coordinates are measured in real time by constantly tracking the three-dimensional position of the suspension. In addition, about the equipment arrangement in this case,
The mobile station-side GPS receiving antenna (3-1) is installed at the hanging position (10) at the tip of the crane arm (2), the mobile station-side data receiving antenna (4-1) and the fixed station-side data transmitting antenna (4). It is a condition that wireless communication can be performed between -2), and the installation location of other devices is not particularly limited.

【0016】次に本発明の方法について以下説明する。
本実施例は、運搬手段(7)であるトラックから船にク
レーン(1)でコイルを積み替える例である。移動局側
GPS受信アンテナ(3−1)はクレーンアーム(2)
先端の吊り位置(10)に設置し、固定局側データ送信
アンテナ(4−2)は、移動局側データ受信アンテナ
(4−1)と無線通信の可能な建屋の屋上等へ設置し、
移動局側GPS受信アンテナ(3−1)(吊り位置)の
三次元位置座標をリアルタイムに測定する。
Next, the method of the present invention will be described below.
The present embodiment is an example in which coils are transshipped from a truck, which is a transportation means (7), to a ship by a crane (1). Mobile station side GPS receiving antenna (3-1) is crane arm (2)
It is installed at the hanging position (10) at the tip, and the fixed-station-side data transmission antenna (4-2) is installed on the roof of a building capable of wireless communication with the mobile-station-side data reception antenna (4-1),
The three-dimensional position coordinates of the mobile station-side GPS receiving antenna (3-1) (hanging position) are measured in real time.

【0017】トラック内は、図3に示す如く予め決めら
れた位置(トラック内座標)にコイルが積載される様コ
イル置台が設置されており、船内も図5の如く同様にコ
イル積載位置が予め決められている。コイルは、上位計
算機(11)のハッチプランと呼ばれる配船計画によっ
て、船に積み込む順序及び場所が決定され、該計画に基
づいて図示しない陸上の倉庫からトラック内にコイルが
順次積み込まれ海岸に運ばれる。このトラック上のコイ
ルは、トラック内の位置及び各コイルの識別番号が上位
計算機(11)により認識されており、陸上の倉庫から
海岸までコイル情報としてトラッキングされている。
In the truck, a coil table is installed so that the coil is loaded at a predetermined position (coordinates in the truck) as shown in FIG. 3, and the coil loading position is similarly set in the ship as shown in FIG. It is decided. The order and location of the coils to be loaded on the ship are determined by a dispatch plan called a hatch plan of the host computer (11), and based on the plan, the coils are sequentially loaded into a truck from a land-based warehouse (not shown) and transported to the shore. It is. For the coils on the truck, the position in the truck and the identification number of each coil are recognized by the host computer (11), and are tracked as coil information from the warehouse on land to the coast.

【0018】これら船内の積み込み位置、及びトラック
のコイル位置は移動局計算機(5−3)と上位計算機
(11)を配線接続(無線でも可)することにより移動
局計算機(5−3)に記憶されている。トラックが海岸
に到着すると、トラックから船内へのコイルの荷替えを
開始するが、コイルを吊り上げる前に先ず、クレーン運
転手は、トラック内の吊り側基準点(9−1)にクレー
ンアーム(2)先端の吊り位置(10)を空荷にて位置
合わせする。この位置合わせによって、移動局計算機
(5−3)は、該基準点(9)からコイルまでの相対距
離に基づいてトラック内座標をクレーンアーム(2)先
端の吊り位置(10)座標に変換演算して、トラック内
の運搬物(8)の吊り位置(10)を決定する。
The loading position on the ship and the coil position of the truck are stored in the mobile station computer (5-3) by connecting the mobile station computer (5-3) and the host computer (11) by wiring (wireless connection is also possible). Have been. When the truck arrives at the shore, it starts reloading the coil from the truck to the ship, but before lifting the coil, the crane operator first moves the crane arm (2) to the suspension reference point (9-1) in the truck. ) Position the hanging position (10) at the tip with an empty load. By this positioning, the mobile station computer (5-3) converts the coordinates in the truck into the coordinates of the suspension position (10) of the tip of the crane arm (2) based on the relative distance from the reference point (9) to the coil. Then, the suspension position (10) of the transported object (8) in the truck is determined.

【0019】図4を用いて前記コイル位置の演算方法を
以下説明する。図中の大文字(X,Y)はトラック上の
座標を示し、小文字(x、y)は、「リアルタイムキネ
マティックGPS測量システムGS−10」によって計
測されたクレーン(1)の吊り位置(10)の座標を表
す。この例では、前記両座標が異なっている場合を示し
ており、この場合は搬送手段であるトラックの2箇所に
基準点(9)を設け位置合わせを行う。トラック内座標
をクレーン(1)の吊り位置(10)座標に換算演算す
る方法を以下説明する。吊り側第1基準点(9−1a)
のトラック座標(Xou,You),クレーンの吊り位
置座標(xou,you)とし、吊り側第2基準点(9
−1b)のトラック座標(Xeu,Yeu),クレーン
の吊り位置座標(xeu、yeu)とすると、トラック
座標(X1u,Y1u)のクレーン吊り位置座標(x1
u,y1u)は下記の如く計算できる。
The method for calculating the coil position will be described below with reference to FIG. The capital letters (X, Y) in the figure indicate the coordinates on the truck, and the small letters (x, y) indicate the hanging position (10) of the crane (1) measured by the “real-time kinematic GPS surveying system GS-10”. Represents the coordinates of This example shows a case where the two coordinates are different. In this case, reference points (9) are provided at two places on the track as the transport means, and alignment is performed. A method of converting the coordinates in the truck into the coordinates of the hanging position (10) of the crane (1) will be described below. Suspension side first reference point (9-1a)
, The coordinates (Xou, You) of the truck and the coordinates (xou, you) of the suspension position of the crane, and the suspension-side second reference point (9)
-1b), assuming that the truck coordinates (Xeu, Yeu) and the crane hanging position coordinates (xeu, yuu) are, the crane hanging position coordinates (x1) of the truck coordinates (X1u, Y1u).
u, y1u) can be calculated as follows.

【0020】[0020]

【数1】 (Equation 1)

【0021】以上の如く、予め決められたトラック座標
に積載されたコイル位置を全座標について吊り位置座標
に変換することができる。また、荷積み側の運搬手段
(7)である船内の積載位置についてもトラックと同様
に卸し側基準点(9−2)にクレーン(1)の吊り位置
(10)を合わせることにより、船内のコイル置き場座
標に対応する吊り位置座標を演算することができる。
As described above, the coil positions loaded on the predetermined track coordinates can be converted into the hanging position coordinates for all the coordinates. Also, the loading position on the ship, which is the transporting means (7) on the loading side, is adjusted by adjusting the suspension position (10) of the crane (1) to the reference point (9-2) on the wholesaler side similarly to the truck. The suspension position coordinates corresponding to the coil storage location coordinates can be calculated.

【0022】次にクレーンアーム(2)先端の吊り位置
(10)にGPS受信アンテナ(3)が設置できない場
合の吊り位置(10)を計測する実施例を、図6乃至図
10を用いて説明する。図6は、LLCクレーン(1)
の概略図を示しており、吊り位置(10)にGPS受信
アンテナ(3)を設置した場合、該天空がクレーンアー
ム(2)で障害となり衛星(12)との通信が困難とな
ることがある。この場合、図に示すごとくGPS受信ア
ンテナ(3)を天空が開けたクレーンアーム(2)上に
2個所設置して、2個所のクレーン座標を「リアルタイ
ムキネマティックGPS測量システムGS−10」を使
用して計測し、該2個所の座標からクレーンアーム
(2)先端の吊り位置(10)を計測するものである。
図7は、その計測制御機器構成図を示している。
Next, an embodiment for measuring the suspension position (10) when the GPS receiving antenna (3) cannot be installed at the suspension position (10) at the tip of the crane arm (2) will be described with reference to FIGS. I do. Figure 6 shows the LLC crane (1)
When the GPS receiving antenna (3) is installed at the suspension position (10), the sky may be obstructed by the crane arm (2) and communication with the satellite (12) may be difficult. . In this case, as shown in the figure, two GPS receiving antennas (3) are installed on the crane arm (2) with the sky open, and the coordinates of the two cranes are used using the "real-time kinematic GPS surveying system GS-10". Then, the hanging position (10) of the tip of the crane arm (2) is measured from the coordinates of the two places.
FIG. 7 shows a configuration diagram of the measurement control device.

【0023】図8乃至図10は、吊り位置(10)を計
測する演算方法を説明するものであり、図8はLLCク
レーン(1)の動作概念図、図9は紙面図8の上側から
見たクレーン(1)アーム(2)の平面概念図である。
そして、図10は図中記載のα、βの距離関係を計測し
たものである。LLCクレーン(1)は、は固定支
点でが動点として、クレーン先端のはアーム
(2)の伸縮により、水平にaからbの間を移動する。
a−c間距離(β)は、b−c間距離(α)の関数(補
正曲線と呼ぶ)で演算できるため、クレーンアーム
(2)先端吊り位置(10)は、該補正曲線と第1GP
Sアンテナ位置及び第2GPSアンテナ位置から算出で
きる。
FIGS. 8 to 10 illustrate a calculation method for measuring the hanging position (10). FIG. 8 is a conceptual diagram of the operation of the LLC crane (1), and FIG. It is a plane conceptual diagram of the crane (1) arm (2) which was set.
FIG. 10 shows the relationship between the distances α and β shown in the figure. The LLC crane (1) moves horizontally between a and b by the expansion and contraction of the arm (2) at the fixed fulcrum as a moving point.
Since the distance a-c (β) can be calculated by a function of the distance b-c (α) (referred to as a correction curve), the crane arm (2) tip suspension position (10) is calculated based on the correction curve and the first GP.
It can be calculated from the S antenna position and the second GPS antenna position.

【0024】補正曲線は、a点を例えば光波距離計で測
定し、b、c点を前述のGPS測位システムで測定す
る。その測定結果をα―β距離の座標に整理したものが
図10である。この測定点を回帰曲線で近似すると前記
補正曲線を得ることができる。従って、クレーンアーム
(2)先端の吊り位置座標(x、y)は、次の如く算出
できる。αとβの関係は、下記の如くなる。 α:β=(x1−x2):(x−x2) α:β=(y1−y2):(y−y2) これを整理すると、 x=β(x1−x2)/α+x2 y=β(y1−y2)/α+y2 となるため、第1GPアンテナ座標(x1、y1)と第
2GPSアンテナ座標(x2、y2)が測定出来ると、
α2=(x1−x2)2+(y1−y2)2の関係から
αが決まり、図10の補正曲線からβを決めることがで
きるため、吊り位置(10)座標(x、y)を決定でき
る。
For the correction curve, the point a is measured by, for example, an optical distance meter, and the points b and c are measured by the above-described GPS positioning system. FIG. 10 shows the results of the measurement arranged in α-β distance coordinates. When the measurement points are approximated by a regression curve, the correction curve can be obtained. Therefore, the hanging position coordinates (x, y) of the tip of the crane arm (2) can be calculated as follows. The relationship between α and β is as follows. α: β = (x1−x2) :( x−x2) α: β = (y1−y2) :( y−y2) When this is arranged, x = β (x1−x2) / α + x2 y = β (y1 −y2) / α + y2, so that if the first GPS antenna coordinates (x1, y1) and the second GPS antenna coordinates (x2, y2) can be measured,
Since α is determined from the relationship α2 = (x1−x2) 2+ (y1−y2) 2, and β can be determined from the correction curve in FIG. 10, the coordinates (x, y) of the suspension position (10) can be determined.

【0025】[0025]

【発明の効果】この発明にかかるクレーンの吊り荷位置
検知方法は、以上説明した如き内容のものなので、予め
決められた搬送手段の基準点にクレーンを一旦位置合わ
せし、初期原点合わせをすることで、極力少ないGPS
受信アンテナでクレーンの吊り位置を計測できるという
の効果がある。以上説明したように、この発明のうち請
求項1記載の発明は、従来では運搬手段に各々GPSア
ンテナを設置して該運搬手段内の運搬物の位置を計測す
る必要があったが、移動局側GPSアンテナをクレーン
アーム先端の吊り位置に設置するのみで、吊り側及び卸
し側運搬物の位置が正確に検出できるため、クレーン運
転手のみで運搬物の積み替えが可能となり玉掛者の合理
化が可能であると共に、運搬手段が積み替え中に一次場
所移動した場合にあっても、クレーン運転手による再度
の初期原点合わせを行うことで短時間に運搬物の積み替
え作業が再開できる効果がある。また請求項2記載の発
明はさらにクレーン等の型式が異なり吊り位置に移動局
側GPSアンテナが設置できない場合にあっても、吊り
位置を正確に計測できると言う効果がある。
Since the method for detecting the position of a suspended load of a crane according to the present invention is as described above, it is necessary to temporarily align the crane with a predetermined reference point of the transfer means and to perform initial origin adjustment. And as little GPS as possible
There is an effect that the hanging position of the crane can be measured by the receiving antenna. As described above, according to the invention of claim 1 of the present invention, it has conventionally been necessary to install a GPS antenna on each of the vehicles and measure the position of the goods in the vehicles. By simply installing the side GPS antenna at the hanging position at the tip of the crane arm, the positions of the suspended and wholesale goods can be accurately detected, so only the crane operator can reload the goods and rationalize the slingers. In addition, even if the transportation means moves to the primary place during the transfer, the crane driver can perform the initial initial alignment again, so that the transfer of the goods can be restarted in a short time. Further, the invention according to claim 2 has an effect that even when the type of the crane or the like is different and the mobile station-side GPS antenna cannot be installed at the suspension position, the suspension position can be accurately measured.

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

【図1】 図1は、本発明の一実施例である機器配置図
である。
FIG. 1 is a device layout diagram according to an embodiment of the present invention.

【図2】 図2は、図1の実施例の制御機器構成図であ
る。
FIG. 2 is a configuration diagram of a control device according to the embodiment of FIG. 1;

【図3】 図3は、運搬手段であるトラック内運搬物の
積載状況説明図である。
FIG. 3 is an explanatory view of a loading situation of a load in a truck as a transport means.

【図4】 図4は、クレーン座標と運搬手段座標の変換
方法説明図である。
FIG. 4 is an explanatory diagram of a conversion method between crane coordinates and transportation means coordinates.

【図5】 図5は、運搬手段である船内の運搬物の積載
状況を説明する図である。
FIG. 5 is a diagram illustrating a state of loading of a conveyed article in a ship, which is a conveying means.

【図6】 図6は、本発明をLLCクレーンに適用した
時の機器配置図である。
FIG. 6 is an equipment layout diagram when the present invention is applied to an LLC crane.

【図7】 図7は、図6の制御機器構成図である。FIG. 7 is a configuration diagram of the control device of FIG. 6;

【図8】 図8は、 LLCクレーンの動作概念図であ
る。
FIG. 8 is an operation conceptual diagram of an LLC crane.

【図9】図9は、紙面図8の上側から見たクレーンアー
ムの平面概念図である。
FIG. 9 is a conceptual plan view of the crane arm as viewed from above in FIG. 8;

【図10】第1・第2GPSアンテナ間距離とクレーン
吊り位置・第2GPSアンテナ間距離の補正曲線を表し
た図である。
FIG. 10 is a diagram showing a correction curve of the distance between the first and second GPS antennas and the hanging position of the crane and the distance between the second GPS antennas.

【符号の説明】[Explanation of symbols]

1 クレーン 2 アーム 3 GPS受信アンテナ 3−1移動局側GPS受信アンテナ 3−2固定局側GPS受信アンテナ 4 データ受信アンテナ 4−1移動局側データ受信アンテナ 4−2固定局側データ送信アンテナ 5 移動局 5−1移動局GPS受信機 5−2移動局無線機 5−3移動局計算機 6 固定局 6−1固定局GPS受信機 6−2固定局無線機 6−3固定局計算機 6−4固定局プリンター 7 運搬手段(トレーラ、トラック等) 8 運搬物(コイル等) 9 基準点 9−1吊り側基準点 9−2卸し側基準点 10 吊り位置 11 上位計算機 12 衛星 DESCRIPTION OF SYMBOLS 1 Crane 2 arm 3 GPS receiving antenna 3-1 Mobile station side GPS receiving antenna 3-2 Fixed station side GPS receiving antenna 4 Data receiving antenna 4-1 Mobile station side data receiving antenna 4-2 Fixed station side data transmitting antenna 5 Move Station 5-1 Mobile station GPS receiver 5-2 Mobile station radio 5-3 Mobile station computer 6 Fixed station 6-1 Fixed station GPS receiver 6-2 Fixed station radio 6-3 Fixed station computer 6-4 Fixed Bureau printer 7 Transportation means (trailers, trucks, etc.) 8 Cargo (coils, etc.) 9 Reference points 9-1 Suspension-side reference points 9-2 Wholesale-side reference points 10 Suspension position 11 Upper-level computer 12 Satellite

フロントページの続き (51)Int.Cl.7 識別記号 FI テーマコート゛(参考) // B66C 13/48 B66C 13/48 H Fターム(参考) 3F076 AA10 BA02 CA03 DA16 FA04 3F077 AA10 BA03 BA08 BB05 EA04 EA11 EA13 EA19 EA21 3F204 AA04 BA02 CA01 DA03 DA10 DB03 DB04 DB09 DC06 DE06 5J062 BB01 CC07 Continued on the front page (51) Int.Cl. 7 Identification symbol FI Theme coat II (reference) // B66C 13/48 B66C 13/48 HF term (reference) 3F076 AA10 BA02 CA03 DA16 FA04 3F077 AA10 BA03 BA08 BB05 EA04 EA11 EA13 EA19 EA21 3F204 AA04 BA02 CA01 DA03 DA10 DB03 DB04 DB09 DC06 DE06 5J062 BB01 CC07

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】クレーンアーム(2)先端の吊り位置(1
0)に移動局側GPS受信アンテナ(3−1)を設置
し、該吊り位置座標を計測しながら、運搬手段(7)内
で予め決められた位置に積載された複数の運搬物(8)
を積み替え移動するに際し、予め決められた前記運搬手
段(7)内の基準点(9)にクレーン(1)の前記吊り
位置(10)を初期位置合わせして、その後、前記基準
点(9)から個々の運搬物(8)の相対位置を演算し
て、運搬手段(7)の座標を前記クレーンアーム(2)
先端の吊り位置座標に変換し、個々の運搬物(8)の吊
り位置(10)を決定することを特徴とするクレーンの
吊り荷位置検知方法。
A crane arm (2) has a tip end suspended position (1).
0), a mobile station-side GPS receiving antenna (3-1) is installed, and a plurality of cargoes (8) loaded at predetermined positions in the transportation means (7) while measuring the coordinates of the hanging position.
When the transfer is performed, the hanging position (10) of the crane (1) is initially aligned with a predetermined reference point (9) in the transporting means (7), and then the reference point (9) Calculates the relative position of the individual goods (8) from the coordinates of the crane arm (2)
A method for detecting a suspended load position of a crane, wherein the suspended load position is converted into coordinates of a suspended position at a tip and a suspended position (10) of an individual transported object (8) is determined.
【請求項2】前記移動局側GPS受信アンテナ(3−
1)を、前記吊り位置(10)以外の天空が開けたクレ
ーンアーム(2)上に、間隔を設けて少なくとも2個所
設置し、クレーンアーム(2)先端の吊り位置(10)
を計測することを特徴とする請求項1記載のクレーンの
吊り荷位置検知方法。
2. The mobile station-side GPS receiving antenna (3-
1) At least two places are provided at intervals on the crane arm (2) where the sky is open other than the hanging position (10), and the hanging position (10) at the tip of the crane arm (2).
2. The method for detecting a suspended load position of a crane according to claim 1, wherein
JP32441698A 1998-10-30 1998-10-30 Crane hanging load position detection method Expired - Lifetime JP4189979B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP32441698A JP4189979B2 (en) 1998-10-30 1998-10-30 Crane hanging load position detection method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP32441698A JP4189979B2 (en) 1998-10-30 1998-10-30 Crane hanging load position detection method

Publications (2)

Publication Number Publication Date
JP2000136088A true JP2000136088A (en) 2000-05-16
JP4189979B2 JP4189979B2 (en) 2008-12-03

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Country Link
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