JPH04235831A - Operating method of unloader, reclaimer or the like to deliver fixed quantity - Google Patents

Operating method of unloader, reclaimer or the like to deliver fixed quantity

Info

Publication number
JPH04235831A
JPH04235831A JP533491A JP533491A JPH04235831A JP H04235831 A JPH04235831 A JP H04235831A JP 533491 A JP533491 A JP 533491A JP 533491 A JP533491 A JP 533491A JP H04235831 A JPH04235831 A JP H04235831A
Authority
JP
Japan
Prior art keywords
bucket
excavation
unloader
reclaimer
comparison value
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
JP533491A
Other languages
Japanese (ja)
Other versions
JP2554206B2 (en
Inventor
Hiroshi Jinbo
博 仁保
Hiroshi Asonuma
阿曽沼 博
Nobuhito Iwamoto
信人 岩本
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.)
Mitsubishi Heavy Industries Ltd
Original Assignee
Mitsubishi Heavy Industries 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 Mitsubishi Heavy Industries Ltd filed Critical Mitsubishi Heavy Industries Ltd
Priority to JP3005334A priority Critical patent/JP2554206B2/en
Publication of JPH04235831A publication Critical patent/JPH04235831A/en
Application granted granted Critical
Publication of JP2554206B2 publication Critical patent/JP2554206B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

PURPOSE:To provide an operating method to deliver a fixed quantity of a bulk material in cargo handling by means of a circulating excavation bucket such as an unloader and a reclaimer. CONSTITUTION:Light wave type space detectors 39, 45, 46, which take measurements of the space between a specified height of a circulating excavation bucket when it separates from a pile of a bulk material and the surface of the excavated material in the bucket, is arranged by setting its falcrum on a circulating excavation bucket supporting frame 7 of an unloader, reclaimer or the like and positioning it to the upper fixed point of the position where the said bucket separates from a pile of the bulk material, and a calculation is made of the comparison value between the excavated quantity of the bulk material inside the bucket, which is calculated from the measurement value of the detector, and the set excavation quantity of the control device whereby either the bucket sidewise speed or the bucket circulating speed or the bucket cut-in depth is automatically controlled toward the direction where the comparison value shows zero.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】本発明はアンローダやリクレーマ
等、循環する掘削バケットで撒荷の払出しを行なう荷役
の定量払出運転方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a fixed-quantity dispensing operation method for cargo handling, such as an unloader or reclaimer, in which a circulating excavation bucket is used to disburse material.

【0002】0002

【従来の技術】従来、この種アンローダやリクレーマの
運転は、機械を停止させている位置から荷役を開始する
場所へ運転者がアンローダやリクレーマを手動運転で移
動し、掘削バケット部近くの機体上に設けたテレビカメ
ラのモニタを運転室で目視し乍ら、バケットを撒荷面上
の決められた荷役開位置に手動運転で着床させ、この位
置からバケットの移動パターンを制御装置にプログラミ
ング自動制御で払出し運転を行なっている。
[Prior Art] Conventionally, in the operation of this type of unloader or reclaimer, the operator manually moves the unloader or reclaimer from the location where the machine is stopped to the location where cargo handling is to be started. While watching the monitor of the TV camera installed in the operator's cab, the bucket is manually placed at a predetermined cargo handling open position on the loading surface, and from this position the bucket movement pattern is automatically programmed into the control device. Dispensing operation is performed under control.

【0003】0003

【発明が解決しようとする課題】前述の従来技術には次
のような問題点がある。アンローダ・リクレーマ等の払
出し自動運転では、掘削バケット部がパターン指定され
た軌跡に沿って自動的に動いて、バケット部で撒荷を切
出して行くが、バケットの撒荷面への切込み深さ、バケ
ット内に取込む掘削量は、運転者がモニタテレビを監視
し乍ら、バケットの前・後進調節、バケットのスィング
乃至横移動速度の調整を手動操作で併行しなければなら
ない。この遠隔手動操作は、調節に熟練を必要とし、バ
ケットの切込深さ、バケットに取込む掘削量が安定せず
、時間当りの払出量にばらつきを生じて、正確な払出量
管理や、荷役スケジュール管理を行うのが困難である。
SUMMARY OF THE INVENTION The above-mentioned prior art has the following problems. In the automatic operation of unloaders, reclaimers, etc., the excavation bucket section automatically moves along a specified pattern trajectory to cut out the material, but the depth of cut into the material surface of the bucket, To determine the amount of excavation taken into the bucket, the driver must manually adjust the forward and backward movement of the bucket and the swing or lateral movement speed of the bucket while monitoring the monitor television. This remote manual operation requires skill to adjust, and the cutting depth of the bucket and the amount of excavation taken into the bucket are not stable, resulting in variations in the amount of output per hour, making it difficult to accurately control the amount of output and load handling. It is difficult to manage schedules.

【0004】本発明は、従来技術における上記問題点を
解決したアンローダ・リクレーマ等の定量払出し運転方
法を提案することを目的とするものである。
An object of the present invention is to propose a fixed-quantity dispensing operation method for an unloader, reclaimer, etc., which solves the above-mentioned problems in the prior art.

【0005】[0005]

【課題を解決するための手段】この種装置における循環
バケットの支持フレーム上を支点とし、バケットが撒積
物から、切上る位置上方の定点位置に所定の切上り高さ
のバケット内掘削物面までの距離を計測する光波式距離
検出器を配置し、制御装置により上記検出器の計測値か
ら計算されるバケット内掘削量と設定掘削量との比較値
を演算し、この比較値を零とする方向へバケットスィン
グ速度、バケット循環速度、バケット切込深さの何れか
を自動制御する。また更に上記支持フレーム上を支点と
しバケットの切込終了位置の両側撒積面と対向する定点
位置に、対向する撒積面までの距離を計測する。一対の
光波式距離検出器を設定し、制御装置により上記一対の
検出器の計測値から計算されるバケット切込深さと設定
切込深さとの比較値を演算し、この比較値を零とする方
向へバケット切込深さを自動制御し、かつ、上記前者の
検出器の計測値から計算されるバケット内掘削量と設定
量との比較値を演算し、この比較値を零とする方向へバ
ケット横行速度、バケット循環速度の何れかを自動制御
する。
[Means for solving the problem] The supporting frame of the circulation bucket in this type of equipment is used as a fulcrum, and the bucket moves from the bulk material to the surface of the excavated material in the bucket at a predetermined cutting height at a fixed point above the cutting position. A light wave distance detector is placed to measure the distance between the two, and a control device calculates a comparison value between the amount of excavation in the bucket calculated from the measurement value of the detector and the set amount of excavation, and sets this comparison value to zero. The bucket swing speed, bucket circulation speed, and bucket cutting depth are automatically controlled in the direction. Furthermore, using the support frame as a fulcrum, the distance to the opposing stacking surfaces is measured at a fixed point opposite to the stacking surfaces on both sides at the cut end position of the bucket. A pair of light wave distance detectors are set, and the control device calculates a comparison value between the bucket cutting depth calculated from the measured values of the pair of detectors and the set cutting depth, and sets this comparison value to zero. Automatically controls the bucket cutting depth in the direction, calculates a comparison value between the amount of excavation inside the bucket calculated from the measurement value of the former detector and the set amount, and sets this comparison value to zero. Automatically controls either bucket traverse speed or bucket circulation speed.

【0006】[0006]

【作用】アンローダ又はリクレーマの循環バケットの支
持フレーム上にバケット切上り場所上方の定点に位置さ
せて設置した光波式距離検出器は、バケットが荷を切取
って略水平位置に切上ったとき、このバケット内に取込
まれた掘削物表面までの距離を検出する。循環する個々
のバケットが上記距離検出を受ける位置に達したタイミ
ングは、後記する別のセンサで検出し距離検出器へ伝え
、それによって距離検出器が計測を繰返す。計測された
距離は、制御装置内のマイコンにより、バケット内の掘
削物深さ、掘削物量に換算され、制御装置に設定された
基準掘削量との比較値が演算される。一方、アンローダ
またはリクレーマの循環バケットの支持フレーム上に、
バケットの切込位置の両側撒積面と対向する定点位置に
設けた一対の光波式距離検出器は、その一方がバケット
により切取られる前の撒積面までの距離を、他方がバケ
ットで切取った後の撒積面までの距離を、例えば2秒間
隔で計測を繰返す。一対ずつ計測された距離は、制御装
置内のマイコンにより、計測毎のバケット切込深さに換
算され、制御装置に設定された基準切込深さとの比較位
置が演算される。
[Operation] A light wave distance detector installed on the support frame of the circulation bucket of the unloader or reclaimer at a fixed point above the bucket cut-up location detects when the bucket has cut off the load and has been cut to an approximately horizontal position. , the distance to the surface of the excavated object taken into this bucket is detected. The timing at which each circulating bucket reaches the position where the distance is detected is detected by another sensor, which will be described later, and is transmitted to the distance detector, which then repeats the measurement. The measured distance is converted into the depth of excavated material in the bucket and the amount of excavated material by a microcomputer in the control device, and a comparison value with a reference amount of excavated material set in the control device is calculated. Meanwhile, on the support frame of the circulation bucket of the unloader or reclaimer,
A pair of light wave distance detectors installed at fixed points opposite the piled surfaces on both sides of the cut position of the bucket measure the distance to the piled surface before one is cut by the bucket, and the distance to the piled surface after the other is cut by the bucket. Repeat the measurement of the distance to the piled surface, for example, at 2 second intervals. The distance measured for each pair is converted into a bucket cutting depth for each measurement by a microcomputer in the control device, and a comparison position with a reference cutting depth set in the control device is calculated.

【0007】掘削量の比較値及び切込深さの比較値は、
表示装置に表示してモニタされる。定量掘削を行なう自
動運転は、制御装置により上記掘削量比較値を零にする
方向へバケット横行速度、バケット循環速度、切込深さ
の何れかを制御する方法、あるいは先ず切込深さ比較値
を零にする方向へ切込深さ制御を実行した上で、掘削量
比較値を零にする方向へバケット横行速度、バケット循
環速度の何れかを制御する方法で行なう。
[0007] The comparative value of excavation amount and the comparative value of cutting depth are as follows.
Displayed on a display device and monitored. Automatic operation for quantitative excavation can be carried out by using a control device to control the bucket traverse speed, bucket circulation speed, or depth of cut in a direction that makes the excavation amount comparison value zero, or by first adjusting the depth of cut comparison value. This is done by controlling either the bucket traversing speed or the bucket circulation speed in the direction of making the excavation amount comparison value zero after executing cutting depth control in the direction of making it zero.

【0008】[0008]

【実施例】本発明による運転方法の実施例を、図1に示
すアンローダと、図2に示すリクレーマについて説明す
る。図1及び図2において、2,22は走行ガントリ、
3,23は旋回フレーム、4,24は起伏ブーム、6,
26は掘削装置、7,24は掘削装置の支持フレーム、
8,28は掘削バケット、9,29は機上コンベヤ、1
2,32は運転室、13,33はマイクロコンピュータ
内蔵の制御装置、14,34は地上コンベヤ、17,3
7は撒物である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the operating method according to the present invention will be explained with reference to an unloader shown in FIG. 1 and a reclaimer shown in FIG. 2. In FIGS. 1 and 2, 2 and 22 are traveling gantry;
3, 23 are rotating frames, 4, 24 are luffing booms, 6,
26 is a drilling rig; 7 and 24 are support frames for the drilling rig;
8 and 28 are excavation buckets, 9 and 29 are on-board conveyors, 1
2 and 32 are driver's cabs, 13 and 33 are control devices with a built-in microcomputer, 14 and 34 are ground conveyors, and 17 and 3
7 is a collection.

【0009】図1は、岸壁1沿いの走行ガントリ2上に
設けた旋回フレーム3と、同フレーム3上に設けた起伏
ブーム4と、起伏ブーム4先端に揺動式に支持したコラ
ム5と、コラム5下端に旋回及び揺動可能に支持したバ
ケットチェン式掘削装置6とを備えた形式のアンローダ
で、7は掘削装置6のバケット8を支持する支持フレー
ム、9はコラム5とブーム4内に連続する機上のコンベ
ヤ、10はシュート、11は中継コンベヤ、12はブー
ム4下部に設けたアンローダの運転室、13は運転室内
に設けたマイクロコンピュータ内蔵の制御装置、14は
地上コンベヤである。制御装置13からの操作で掘削バ
ケット8は矢印15方向に循環し、船16内の撒物17
を切り出して機上コンベヤ9に渡し、コンベヤ9の反対
端からシュート10、機上中継コンベヤ11を経て地上
コンベヤ14上に払出す。このとき、バケット8の横行
、すなわち図の紙面と垂直な方向へのバケットの移行は
、アンローダガントリー2の走行により与えられ、バケ
ット8の切込み方向への移動、すなわち図の右方向への
移動は、走行及びブーム旋回によるコラムの右方向への
移動により与えられ、更にバケット8の上下動はブーム
4の起伏操作により与えられる。
FIG. 1 shows a revolving frame 3 installed on a traveling gantry 2 along a quay 1, a luffing boom 4 installed on the frame 3, a column 5 swingably supported at the tip of the luffing boom 4, This unloader is equipped with a bucket chain type excavator 6 that is rotatably and swingably supported at the lower end of a column 5, 7 is a support frame that supports the bucket 8 of the excavator 6, and 9 is a support frame that is attached to the column 5 and the boom 4. A continuous conveyor on the machine, 10 is a chute, 11 is a relay conveyor, 12 is an unloader cab provided at the bottom of the boom 4, 13 is a control device with a built-in microcomputer provided in the cab, and 14 is a ground conveyor. The excavation bucket 8 is circulated in the direction of the arrow 15 by operation from the control device 13, and the excavation bucket 8 is circulated in the direction of the arrow 15.
is cut out and delivered to the on-board conveyor 9, and delivered from the opposite end of the conveyor 9 to the ground conveyor 14 via the chute 10 and the on-board relay conveyor 11. At this time, the lateral movement of the bucket 8, that is, the movement of the bucket in the direction perpendicular to the plane of the figure, is given by the movement of the unloader gantry 2, and the movement of the bucket 8 in the cutting direction, that is, the movement of the bucket to the right in the figure, is caused by the movement of the unloader gantry 2. , by the rightward movement of the column due to travel and boom rotation, and further, the vertical movement of the bucket 8 is provided by the raising and lowering operation of the boom 4.

【0010】図2は、パイルヤード21沿いに走行する
ガントリ22上に設けたL形旋回フレーム23と、旋回
フレーム23上に設けた起伏ブーム24と、起伏ブーム
24先端に設けたバケットホイル式掘削装置26とを備
えた形式のリクレーマ〔スタッカ兼田式〕で、28は掘
削装置26のバケット、29は起伏ブーム24上に設け
た機上コンベヤ、30はシュート、32は旋回フレーム
23の前部に設けた運転室、23は運転室32内に設け
たマイクロ・コンピュータ内蔵の制御装置、34は地上
コンベヤである。制御装置33からの操作で、掘削バケ
ット28は図の矢印35の方向へ回転され、ヤード21
上の撒物パイル37から撒物を切り出して機上コンベヤ
29へ渡し、シュート30を経て地上コンベヤ34へ払
出す。
FIG. 2 shows an L-shaped revolving frame 23 installed on a gantry 22 running along a pile yard 21, a hoisting boom 24 installed on the revolving frame 23, and a bucket foil type excavator installed at the tip of the holing boom 24. 28 is a bucket of the excavation device 26, 29 is an on-board conveyor provided on the undulating boom 24, 30 is a chute, and 32 is a reclaimer (stacker Kaneda type) equipped with a device 26 at the front of the revolving frame 23. 23 is a control device with a built-in microcomputer provided in the driver's cab 32, and 34 is a ground conveyor. By operation from the control device 33, the excavation bucket 28 is rotated in the direction of the arrow 35 in the figure, and the excavation bucket 28 is rotated in the direction of the arrow 35 in the figure.
The pickled vegetables are cut out from the upper mixed pile 37, delivered to the on-board conveyor 29, and delivered to the ground conveyor 34 via the chute 30.

【0011】次に、図3,図4は、図2に示したリクレ
ーマのバケットホイル式掘削装置26付近を拡大したも
ので、本発明で使用する検出器を配置した状況の一例を
示す。図において、38は掘削装置26の支持フレーム
24上を支点として固定組みした骨材又はパイプ等から
なる検出器取付用の軽架構、39はパイル37から撒物
を切取り略水平位置に切り上ったバケット28aの上方
に位置させて軽架構39上に固定配置し、切上り位置の
バケット28a内の掘削物面40までの距離41を計測
させる光波式距離検出器、42はバケット28を取付け
た環状ボス43の内側に各バケット28位置に対応させ
て設けたバケット位置検出用の突出片である。図4にお
いて、44は図3に示すバケット28の状態下でブーム
24側部に位置する突出片42をはさんでブーム24側
面に設けたバケット切上り位置〔28aで示す位置〕を
検出する光電式スイッチ、45,46はパイル37への
バケット切込済位置28bの両側撒物面、すなわち未切
取り面と切取り済み面に対向する位置で、軽架構38上
に固定配置し、対向する撒物面までの距離47,48を
計測させる一対の光波式距離検出器である。光波式距離
検出器39は、説明上、切上り位置バケット28aの斜
め上方に配置した場合を示したが、計測するバケット2
8aの真上位置に配置することが望ましい。
Next, FIGS. 3 and 4 are enlarged views of the vicinity of the bucket wheel excavator 26 of the reclaimer shown in FIG. 2, and show an example of the arrangement of the detectors used in the present invention. In the figure, numeral 38 is a light frame for mounting the detector made of aggregates or pipes fixedly assembled on the support frame 24 of the excavation device 26, and 39 is a light frame for mounting the detector, which is cut from the pile 37 and raised to a substantially horizontal position. A light wave distance detector 42 is fixedly arranged on a light frame 39 above the bucket 28a and measures the distance 41 to the excavated object surface 40 in the bucket 28a at the cut-up position. This is a protruding piece for bucket position detection provided inside the annular boss 43 in correspondence with each bucket 28 position. In FIG. 4, reference numeral 44 indicates a photoelectric sensor provided on the side of the boom 24 across the protruding piece 42 located on the side of the boom 24 to detect the bucket cut-up position [position shown as 28a] under the state of the bucket 28 shown in FIG. The type switches 45 and 46 are fixedly arranged on the light frame 38 at positions opposite to the both-side scattering surfaces of the bucket cut position 28b into the pile 37, that is, the uncut surface and the cut surface, and are fixed to the opposite scattering surfaces. These are a pair of light wave distance detectors that measure distances 47 and 48 to the surface. For the sake of explanation, the light wave distance detector 39 is shown as being disposed diagonally above the cut-up position bucket 28a;
It is desirable to arrange it at a position directly above 8a.

【0012】図1で示したアンローダの場合にも、上記
と同じ要領で掘削装置6の支持フレーム7を支点として
光波式距離検出器39,45,46を設ける。上述した
検出器39,45,46及び光電式スイッチ44は、そ
れぞれ制御装置13,33に接続され、検出器39は、
光電式スイッチ44がバケット位置、すなわち突出片4
2を検出する毎に切上り位置に来たバケット28a内の
掘削物面までの距離計測を繰返し、制御装置13,33
では、マイコンがこの計測値からバケット28a内の掘
削物深さ、掘削物量を換算し、かつ制御装置13,33
に設定した基準掘削量との比較値を演算させる。他の検
出器45,46は、掘削装置6の稼働と共に、例えば2
秒間隔で繰返し、バケット切込完了位置の両側の撒物面
までの距離計測を実行させる。制御装置13,33では
、マイコンが検出器45,46の計測値から計測時点毎
のバケット切込深さを換算し、かつ制御装置に設定され
た基準切込深さとの比較値を演算させる。
In the case of the unloader shown in FIG. 1 as well, light wave distance detectors 39, 45, and 46 are provided using the support frame 7 of the excavating device 6 as a fulcrum in the same manner as described above. The above-described detectors 39, 45, 46 and photoelectric switch 44 are connected to the control devices 13, 33, respectively, and the detector 39 is
The photoelectric switch 44 is in the bucket position, that is, the protruding piece 4
2 is detected, the distance to the surface of the excavated object in the bucket 28a that has reached the cut-up position is repeated, and the control devices 13, 33
Then, the microcomputer converts the depth of excavated material and the amount of excavated material in the bucket 28a from this measured value, and also converts the excavated material depth and excavated material amount into the control devices 13 and 33.
Calculate the comparison value with the standard excavation amount set in . The other detectors 45 and 46 are activated, for example, when the drilling rig 6 is in operation.
Repeat at intervals of seconds to measure the distance to the cutting surfaces on both sides of the bucket cutting completion position. In the control devices 13 and 33, the microcomputers convert the bucket cutting depth at each measurement time from the measured values of the detectors 45 and 46, and cause the control devices to calculate a comparison value with a reference cutting depth set.

【0013】上記2種類の比較値は、表示装置に表示さ
せ、これをモニタすることにより、手動運転での最適バ
ケット切込深さ、定量掘削運転も行なう。次に、図5及
び図6は、上述した検出器による計測とマイコンによる
演算を用いた本発明による運転方法の制御フローを示す
。図5は、バケットによる定量払出し自動制御に距離検
出器39系だけを組込み、検出されたバケット掘削量と
設定値との比較値に対応する掘削量補正に、バケットの
横行速度、循環速度、切込深さの3つを選択肢として、
自動補正制御を行なう場合である。
[0013] The above two types of comparison values are displayed on a display device, and by monitoring them, the optimum bucket cutting depth and quantitative excavation operation can be performed in manual operation. Next, FIGS. 5 and 6 show a control flow of an operating method according to the present invention using measurement by the above-mentioned detector and calculation by a microcomputer. Fig. 5 shows a system in which only the distance detector 39 system is incorporated into the automatic fixed-quantity dispensing control using the bucket, and the excavation amount correction corresponding to the comparison value between the detected bucket excavation amount and the set value is performed using the bucket traverse speed, circulation speed, cutting speed, etc. With three options for depth,
This is a case where automatic correction control is performed.

【0014】図6は、バケットによる定量払出し自動制
御に距離検出器45,46と39の両方を組込み、距離
検出器45,46系により、バケット切込深さを設定値
に対し自動補正したのち、検出器39系による掘削量補
正をバケットの横行速度、循環速度の2つを選択肢とし
て自動制御を行なう場合である。このような方法は図1
に示したアンローダにも、同じように適用することがで
きるものである。而してこのような方法を採用すること
によって、従来実現困難であったバケットによる撒物の
定量払出し運転制御を自動、手動の両面で容易に実現さ
せ、この種荷役の効率を著しく高めることが可能になる
FIG. 6 shows a system in which both the distance detectors 45, 46 and 39 are incorporated into the automatic fixed-quantity dispensing control using the bucket, and the bucket cutting depth is automatically corrected to the set value by the distance detectors 45, 46 system. This is a case where the excavation amount correction by the detector 39 system is automatically controlled with two options: bucket traverse speed and circulation speed. Such a method is shown in Figure 1.
This can be similarly applied to the unloader shown in FIG. By adopting such a method, it is possible to easily realize operation control for dispensing a fixed amount of materials using buckets, which has been difficult to achieve in the past, both automatically and manually, and to significantly improve the efficiency of this type of cargo handling. It becomes possible.

【0015】[0015]

【発明の効果】(1)循環するバケットが撒物を切取っ
て略水平位置に切上る都度、定位置に配置した光波式距
離検出器によりバケット内の荷の面までの距離を計測し
、制御装置で掘削量及び設定値との比較値を演算し、比
較値を零とする自動補正運転、あるいは更に光波式距離
検出器により実際のバケット切込部までの距離を計測し
、制御装置で切込深さ及び設定値との比較値を演算し、
比較値を零とする自動補正運転を行なうようにしたこと
により、従来手動制御では困難であったまた自動化の果
されなかったバケットによる定量掘削払出しと自動化を
可能にし、この種撒物の払出荷役の効率を大幅に向上で
きる。 (2)自動運転の結果を刻々光波式検出器系の検出によ
り表示装置上でモニタし確認でき、同時に手動運転時に
も、モニタを見乍ら手動操作制御を行なうことにより、
結果を確認できるから、自動/手動の切換え組合せ運転
も容易にでき、正確な定量払出運転、払出し量管理、ス
ケジュール管理を実現できる。
Effects of the Invention: (1) Every time the circulating bucket cuts off a load and reaches a substantially horizontal position, the distance to the surface of the load in the bucket is measured by a light wave distance detector placed at a fixed position. The control device calculates the amount of excavation and a comparison value with the set value, and automatically corrects the comparison value to zero. Alternatively, the control device measures the actual distance to the bucket notch using a light wave distance detector. Calculate the depth of cut and the comparison value with the set value,
By performing automatic correction operation that sets the comparison value to zero, it has become possible to automate quantitative excavation and discharging using buckets, which was difficult with manual control in the past, and automation has not been achieved. can significantly improve efficiency. (2) The results of automatic operation can be monitored and confirmed every moment on the display device by detection by the light wave detector system, and at the same time, even during manual operation, by controlling the manual operation while watching the monitor,
Since the results can be confirmed, automatic/manual switching combination operation can be easily performed, and accurate quantitative dispensing operation, dispensing amount management, and schedule management can be realized.

【図面の簡単な説明】[Brief explanation of the drawing]

【図1】本発明による運転方法を実施するアンローダの
概略配置図である。
FIG. 1 is a schematic layout diagram of an unloader implementing an operating method according to the present invention.

【図2】本発明による運転方法を実施するリクレーマの
概略配置図である。
FIG. 2 is a schematic layout of a reclaimer implementing the operating method according to the invention.

【図3】図2の中の掘削装置における検出器の配置を示
す側面図である。
FIG. 3 is a side view showing the arrangement of detectors in the excavation rig in FIG. 2;

【図4】図3の平面図である。FIG. 4 is a plan view of FIG. 3;

【図5】本発明による運転方法の1例を示す制御フロー
の概要図である。
FIG. 5 is a schematic diagram of a control flow showing an example of an operating method according to the present invention.

【図6】本発明による運転方法の他の例を示す制御フロ
ーの概要図である。
FIG. 6 is a schematic diagram of a control flow showing another example of the operating method according to the present invention.

【符号の説明】[Explanation of symbols]

2    走行ガントリ 3    旋回フレーム 4    起伏ブーム 6    掘削装置 7    掘削装置の支持フレーム 8    掘削バケット 9    機上コンベヤ 13  マイクロコンピュータ内蔵制御装置17  撒
2 Traveling gantry 3 Swivel frame 4 Hoisting boom 6 Excavation rig 7 Excavation rig support frame 8 Excavation bucket 9 On-board conveyor 13 Microcomputer built-in control device 17 Sowing material

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】  アンローダ・リクレーマ等における循
環掘削バケット支持フレーム上を支点とし、上記バケッ
トが撒積物から切上る位置の上方定点に位置させて、所
定の切上り高さのバケット内掘削物面までの距離を計測
する光波式距離検出器を配置し、上記アンローダ・リク
レーマ等の制御装置により、上記検出器の計測値から計
算されるバケット内掘削量と、制御装置の設定掘削量と
の比較値を演算し、同比較値を零とする方向に、バケッ
ト横行速度、バケット循環速度、バケット切込深さの何
れかを自動制御することを特徴とするアンローダ・リク
レーマ等の定量払い出し運転方法。
Claim 1: The support frame of the circulating excavation bucket in an unloader, reclaimer, etc. is used as a fulcrum, and the bucket is positioned at a fixed point above the point where the bucket cuts up from the bulk material, until the surface of the excavated material in the bucket reaches a predetermined cutting height. A light wave distance detector is installed to measure the distance of A quantitative dispensing operation method for an unloader, reclaimer, etc., characterized in that the bucket traverse speed, the bucket circulation speed, and the bucket cutting depth are automatically controlled in a direction to make the comparison value zero.
【請求項2】  アンローダ・リクレーマ等における循
環掘削バケット支持フレーム上を支点とし上記バケット
が撒積物から切上る位置の上方定点に位置させて、所定
の切上り高さのバケット内掘削物面までの距離を計測す
る光波式距離検出器を配置し、かつ、支持フレーム上を
支点とし、上記バケットの搬積物への切込終了位置の両
側撒積物面と対向させる定点に位置させて、対向する撒
積面までの距離を計測する一対の光波式距離検出器を設
置し、上記アンローダ・リクレーマ等の制御装置により
、上記一対の検出器の計測値から計算されるバケット切
込深さ及び制御装置の設定切込深さとの比較値を演算し
、上記比較値を零とする方向へバケット切込深さを自動
制御し、かつ、上記前者の検出器の計測値から計算され
るバケット内掘削量及び制御装置の設定バケット内掘削
量との比較値を演算し、上記比較値を零とする方向へバ
ケット横行速度、バケット循環速度の何れかを自動制御
することを特徴とするアンローダ・リクレーマ等の定量
払出し運転方法。
Claim 2: The support frame of the circulating excavation bucket in an unloader, reclaimer, etc. is used as a fulcrum, and the bucket is positioned at a fixed point above the position where the bucket is cut up from the bulk material, and the excavated material surface in the bucket is set at a predetermined cutting height. A light wave distance detector for measuring the distance is arranged, and the supporting frame is used as a fulcrum, and the device is positioned at a fixed point facing the bulk material surfaces on both sides of the cut end position of the bucket into the transported material. A pair of light wave distance detectors are installed to measure the distance to the piled surface, and the control device of the unloader/reclaimer etc. calculates the bucket cutting depth calculated from the measured values of the pair of detectors and the control device. A comparison value with the set cutting depth is calculated, and the bucket cutting depth is automatically controlled in a direction that makes the comparison value zero, and the excavation amount in the bucket and the amount calculated from the measurement value of the former detector are calculated. Quantification of unloaders, reclaimers, etc., characterized by calculating a comparison value with the amount of excavation in the bucket set by the control device, and automatically controlling either the bucket traverse speed or the bucket circulation speed in a direction to make the comparison value zero. Payout driving method.
JP3005334A 1991-01-21 1991-01-21 Operation method for fixed amount payout of unloader and reclaimer Expired - Fee Related JP2554206B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3005334A JP2554206B2 (en) 1991-01-21 1991-01-21 Operation method for fixed amount payout of unloader and reclaimer

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3005334A JP2554206B2 (en) 1991-01-21 1991-01-21 Operation method for fixed amount payout of unloader and reclaimer

Publications (2)

Publication Number Publication Date
JPH04235831A true JPH04235831A (en) 1992-08-24
JP2554206B2 JP2554206B2 (en) 1996-11-13

Family

ID=11608340

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3005334A Expired - Fee Related JP2554206B2 (en) 1991-01-21 1991-01-21 Operation method for fixed amount payout of unloader and reclaimer

Country Status (1)

Country Link
JP (1) JP2554206B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06263254A (en) * 1992-10-28 1994-09-20 Ishikawajima Harima Heavy Ind Co Ltd Method of controlling quantitative scratching-off of unloader
KR100368249B1 (en) * 1998-12-16 2003-03-17 주식회사 포스코 Prevention of Blanking of Raw Material Dispenser_
US7695071B2 (en) * 2002-10-15 2010-04-13 Minister Of Natural Resources Automated excavation machine
CN115571675A (en) * 2022-10-12 2023-01-06 国能神皖安庆发电有限责任公司 Unmanned monitoring method, system, medium and equipment for ship unloader

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52143678A (en) * 1976-05-24 1977-11-30 Sumitomo Heavy Ind Ltd System for controlling switching of unloader
JPS59194942A (en) * 1983-04-19 1984-11-05 Ishikawajima Harima Heavy Ind Co Ltd Operation of unloader

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS52143678A (en) * 1976-05-24 1977-11-30 Sumitomo Heavy Ind Ltd System for controlling switching of unloader
JPS59194942A (en) * 1983-04-19 1984-11-05 Ishikawajima Harima Heavy Ind Co Ltd Operation of unloader

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06263254A (en) * 1992-10-28 1994-09-20 Ishikawajima Harima Heavy Ind Co Ltd Method of controlling quantitative scratching-off of unloader
KR100368249B1 (en) * 1998-12-16 2003-03-17 주식회사 포스코 Prevention of Blanking of Raw Material Dispenser_
US7695071B2 (en) * 2002-10-15 2010-04-13 Minister Of Natural Resources Automated excavation machine
CN115571675A (en) * 2022-10-12 2023-01-06 国能神皖安庆发电有限责任公司 Unmanned monitoring method, system, medium and equipment for ship unloader

Also Published As

Publication number Publication date
JP2554206B2 (en) 1996-11-13

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