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JP4450494B2 - Control method and apparatus for continuous unloader - Google Patents
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JP4450494B2 - Control method and apparatus for continuous unloader - Google Patents

Control method and apparatus for continuous unloader Download PDF

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Publication number
JP4450494B2
JP4450494B2 JP2000254267A JP2000254267A JP4450494B2 JP 4450494 B2 JP4450494 B2 JP 4450494B2 JP 2000254267 A JP2000254267 A JP 2000254267A JP 2000254267 A JP2000254267 A JP 2000254267A JP 4450494 B2 JP4450494 B2 JP 4450494B2
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predetermined value
elevator
scraping
magnitude
resistance force
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JP2002060062A (en
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和明 寺尾
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IHI Transport Machinery Co Ltd
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IHI Transport Machinery Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、石炭等のバラ荷を荷揚げする連続式アンローダに係り、特に、駆動装置の過負荷状態を回避できる連続式アンローダの制御方法及び装置に関するものである。
【0002】
【従来の技術】
船舶内の倉庫から石炭等のバラ荷を陸上に荷揚げする連続式アンローダは、図6に示されるように、船舶S上に突き出された水平旋回可能かつ傾斜可能な平衡ブーム2と、平衡ブーム2の先端に上部が支持されて起立し、その起立軸のまわりに回転可能なエレベータ部3と、このエレベータ部3の下部に設けた掻取部 (図示略)と、平衡ブーム2の下部を通りエレベータ部3から陸上へ向かうコンベア4とを有し、複数のバケット(図示略)が掻取部の上部から先端部、底部、基端部と経由しエレベータ部3を上昇した後、エレベータ部3を下降して掻取部の上部に戻る経路で循環するようになっている。
【0003】
この連続式アンローダは、掻取部を回るバケットにより荷の山を切り崩して荷の掻き取りを行う。同時に、平衡ブーム2を地上で支持している走行塔を走行させる、或いは平衡ブーム2を水平旋回・傾斜させる、或いはエレベータ部3を回転させるなどによりエレベータ部3を運動させると、連続的に荷の山が切り崩されていくことになる。また、掻き取った荷を保持するバケットがエレベータ部3を上昇し、平衡ブーム2の下部を通り陸上へ向かうコンベア4上の位置でバケットが傾斜して荷を放出する。このようにして複数のバケットが循環しながら掻き取りと放出とを繰り返すので、連続的な荷揚げが実現される。
【0004】
【発明が解決しようとする課題】
ところで、掻取部は荷の山から抵抗力を受ける。図6にはエレベータ部3の運動の方向と抵抗の方向とが示されている。この抵抗力は、エレベータ部3の運動系の駆動装置やバケットの駆動装置が受けることになる。この抵抗力が大きすぎると、これらの駆動装置に過大な駆動トルクがかかり、連続式アンローダの運転ができなくなってしまう。
【0005】
連続式アンローダが過負荷のために運転不能になると、連続的な荷揚げが中断し時間が浪費されてしまうので、過負荷状態は極力回避しなければならない。しかし、駆動装置が過負荷になる要因がいくつかあるため、連続式アンローダが止まっても、運転者は、荷の山からの抵抗力が要因であるかどうか判断できず、対処に困ることがある。また、運転者は、連続式アンローダが止まるまで、荷の山から受ける抵抗力が大きいかどうか知ることができないので、事前に対処することができない。
【0006】
そこで、本発明の目的は、上記課題を解決し、駆動装置の過負荷状態を回避できる連続式アンローダの制御方法及び装置を提供することにある。
【0007】
【課題を解決するための手段】
上記目的を達成するために本発明の方法は、平衡ブームによって上部が支持されて起立しているエレベータ部を運動させながら、このエレベータ部の下部に設けた掻取部のバケットを循環させて荷の山から荷の掻き取りを行う連続式アンローダにおいて、前記掻取部が荷の山から受ける抵抗力の大きさを前記エレベータ部の歪みから検出し、その抵抗力の大きさが所定時間継続して所定値以上であるとき手動回避を促す警報を行い、その警報後も引き続き前記抵抗力の大きさが所定時間継続して前記所定値以上であるとき前記エレベータ部の運動と前記掻取部のバケット循環を自動停止するものである。
【0008】
前記抵抗力の大きさが所定時間継続して前記所定値未満で前記所定値より小さい第二の所定値以上であるとき前記エレベータ部の運動速度と前記掻取部のバケット循環速度を減速し、その減速後、前記抵抗力の大きさが所定時間継続して前記第二の所定値より小さい第三の所定値以下になれば、前記エレベータ部の運動速度と前記掻取部のバケット循環速度をもとの速度に戻してもよい。
【0009】
また、本発明の装置は、平衡ブームによって上部が支持されて起立しているエレベータ部を運動させながら、このエレベータ部の下部に設けた掻取部のバケットを循環させて荷の山から荷の掻き取りを行う連続式アンローダにおいて、前記掻取部が荷の山から受ける抵抗力の大きさを前記エレベータ部の歪みから検出する抵抗力検出手段と、その抵抗力の大きさが所定時間継続して所定値以上であるとき手動回避を促す警報を行う警報手段と、その警報後も引き続き前記抵抗力の大きさが所定時間継続して前記所定値以上であるとき前記エレベータ部の運動と前記掻取部のバケット循環を自動停止する自動停止手段とを備えたものである。
【0010】
前記抵抗力の大きさが所定時間継続して前記所定値未満で前記所定値より小さい第二の所定値以上であるとき前記エレベータ部の運動速度と前記掻取部のバケット循環速度を減速し、その減速後、前記抵抗力の大きさが所定時間継続して前記第二の所定値より小さい第三の所定値以下になれば、前記エレベータ部の運動速度と前記掻取部のバケット循環速度をもとの速度に戻す速度制御手段を備えてもよい。
【0011】
【発明の実施の形態】
以下、本発明の一実施形態を添付図面に基づいて詳述する。
【0012】
図1に示されるように、本発明に係る連続式アンローダは、岸壁Gに沿って走行する走行塔1と、この走行塔1より海上に突き出された水平旋回可能かつ傾斜可能な平衡ブーム2と、平衡ブーム2の先端に上部が支持されて起立し、その起立軸のまわりに回転可能なエレベータ部3と、このエレベータ部3の下部に設けた掻取部4と、平衡ブーム2の下部を通りエレベータ部3から陸上へ向かうコンベア5とを有する。エレベータ部3及び掻取部4には複数のバケット6が連鎖状に設けられている。図示しないが、走行塔1の走行、平衡ブーム2の水平旋回・傾斜及びエレベータ部3の回転によりエレベータ部3の運動を行う運動系の駆動装置、並びに、バケット6を循環させる駆動装置が設けられている。
【0013】
図2に示されるように、掻取部4が荷の山から受ける抵抗力の大きさを検出する抵抗力検出手段は、エレベータ部3の歪みを検出する歪みゲージ21により実現されている。即ち、抵抗力検出手段は、略四角形の水平断面を有するエレベータ部3のケーシングの4つの側面にそれぞれ歪みゲージ21X,21X’,21Y,21Y’を取り付け、掻取部の先端方向に臨む側面に取り付けた歪みゲージ21Xとその反対側面に取り付けた歪みゲージ21X’とにより、掻取方向の曲げ歪みを検出し、他の2つの側面に取り付けた2つの歪みゲージ21Y,21Y’により、掻取直角方向の曲げ歪みを検出するものである。22は各方向の歪みゲージの出力を取り出すブリッジボックス、23は各方向の歪みの値を出力する歪みアンプである。歪みアンプの出力は連続式アンローダの制御盤に接続されている。4つの歪みゲージ21は、同じ高さ位置に取り付けられる。図1に示されるように、これら4つの歪みゲージ21は、平衡ブーム2に近い位置に取り付けられている。
【0014】
図2の抵抗力検出手段では、掻取方向の曲げ歪みの値から主掘削抵抗値が換算され、掻取直角方向の曲げ歪みの値から側方掘削抵抗値が換算される。この換算は、予め歪みの値と抵抗値との関係を計測しておくことにより可能となる。例えば、図3に示されるように、地上にて掻取部4により重り31を牽引させ、ワイヤロープ32にかかる荷重を計測して抵抗値とする。計測した抵抗値と曲げ歪みの値との関係を調べると共に、この関係が顕著になる歪みゲージの取り付け位置を調べておく。なお、掻取部4に対する重り31の牽引方向は、前方には限らない。
【0015】
本発明による連続式アンローダの制御方法及び装置は、エレベータ部3に生じる2方向の曲げ歪みの値を抵抗力検出手段により掻取部が受ける抵抗値に換算し、この抵抗値から負荷状態判定手段により負荷状態を判定するものである。負荷状態の判定動作及び判定された負荷状態に基づく制御動作には、以下の2つの形態がある。
【0016】
第一の形態は、負荷状態の程度に応じ、警報や自動停止を行うものである。図4に示されるように、主掘削抵抗値に関する制御動作と並行し、側方掘削抵抗値に関する制御動作を行う。
【0017】
まず、主掘削抵抗値を計測し、主掘削抵抗値が所定値(16ton)を超えたかどうか調べる。主掘削抵抗値が所定値を超えてなければ手順を終了するが、主掘削抵抗値が所定値を超えていれば、所定値を超えて所定時間(5秒)が継続したかどうか、あるいは所定時間(2秒)が継続したかどうか調べる。継続時間が2秒を超えていなければ手順を終了するが、継続時間が2秒から5秒の範囲では、軽故障と判断し、画像表示器にメッセージを出すなどにより運転者に警報を行う。このとき運転者は、手動操作により過負荷の回避動作を行うものとする。例えば、エレベータ部3の運動系を手動操作により停止させる。主掘削抵抗値が所定値を超えたまま所定時間(5秒)が継続すると、重故障と判断し、エレベータ部3の運動系とバケット6とを自動停止させる。
【0018】
また、側方掘削抵抗値についても同様な手順により、側方掘削抵抗値が所定値(8ton)を超え、その値が所定時間(2秒)継続すると、軽故障と判断し、運転者に警報を行う。このとき運転者は、手動操作により過負荷の回避動作を行うものとする。例えば、エレベータ部3の運動系を手動操作により停止させる。主掘削抵抗値が所定値を超えたまま所定時間(5秒)継続すると、重故障と判断し、エレベータ部3の運動系とバケット6とを自動停止させる。
【0019】
以上のように、抵抗値が所定値を超えて所定時間が継続した負荷状態では、過負荷に近いことを運転者に警報で知らせるので、運転者は、運動系やバケットを減速させるか、停止させることにより、過負荷を回避する運転を行うことができる。また、運転者の手動操作が奏効せず、抵抗値が低下しないでさらに所定時間が継続すると、全ての運動系及びバケットを自動操作により強制停止させるので、過負荷になる直前に停止することができる。
【0020】
第二の形態は、負荷状態の改善結果を帰還させて速度制御を行うものである。図5に示されるように、主掘削抵抗値に関する制御動作と並行し、側方掘削抵抗値に関する制御動作を行う。
【0021】
まず、主掘削抵抗値を計測し、主掘削抵抗値が所定値(14ton)以上で所定値(16ton)未満かどうか調べる。主掘削抵抗値が14ton以上でなければ手順を終了する。主掘削抵抗値が16ton以上なら、前記第一の形態の手順に入る。主掘削抵抗値が14ton以上で16ton未満なら継続時間が所定時間(2秒)を超えたかどうか調べる。継続時間が2秒を超えていなければ手順を終了するが、継続時間が2秒を超えていれば、減速制御を行う。減速制御では、例えば、エレベータ部の運動速度をそれまでの50%に減速し、かつバケットの循環速度をそれまでの50%に減速する。その後、主掘削抵抗値が所定値(13ton)以下にならなければ、さらに50%の減速を行う。主掘削抵抗値が所定値(13ton)以下になり、その値が所定時間(1秒)継続したら、運動系及びバケットをもとの100%の速度に戻す。
【0022】
また、側方掘削抵抗値についても同様な手順により、側方掘削抵抗値が所定値(7ton)以上で所定値(8ton)未満で所定時間(2秒)が継続すると、減速制御を行う。例えば、エレベータ部の運動速度をそれまでの50%に減速し、かつバケットの循環速度をそれまでの50%に減速する。その後、側方掘削抵抗値が所定値(6ton)以下にならなければ、さらに50%の減速を行う。主掘削抵抗値が所定値(6ton)以下で所定時間(1秒)が継続したら、運動系及びバケットをもとの100%の速度に戻す。
【0023】
以上のように、抵抗値が所定値を超えて所定時間が継続した負荷状態では、エレベータ部3の運動速度かバケット6の循環速度の両方またはいずれか一方を減速させるので、過負荷を自動回避することができると共に、抵抗値が下がればもとの速度への自動復帰も可能である。
【0024】
【発明の効果】
本発明は次の如き優れた効果を発揮する。
【0025】
(1)過負荷を事前に察知して過負荷を回避する運転を行うことができるので、荷揚げが中断されることがなくなり、荷揚げ時間を短縮して滞船料を抑えることができる。
【図面の簡単な説明】
【図1】本発明の一実施形態を示す連続式アンローダの構成図である。
【図2】本発明に用いる抵抗力検出手段の構成図である。(a)は回路構成図、(b)は水平断面図、(c)は側面図である。
【図3】本発明の抵抗力検出のための予備試験の構成図である。
【図4】本発明による判定・制御動作の第一の形態を示す処理手順図である。
【図5】本発明による判定・制御動作の第二の形態を示す処理手順図である。
【図6】連続式アンローダによる荷揚げの概要を示す断面図である。
【符号の説明】
1 走行塔
2 平衡ブーム
3 エレベータ部
4 掻取部
5 コンベア
6 バケット
21 歪みゲージ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a continuous unloader that unloads bulk loads such as coal, and more particularly to a control method and apparatus for a continuous unloader that can avoid an overload state of a drive device.
[0002]
[Prior art]
As shown in FIG. 6, a continuous unloader that unloads bulk cargo such as coal from a warehouse in a ship to the land is provided with a balanced boom 2 that can be horizontally swiveled and tilted and that is projected on the ship S, and a balanced boom 2. The elevator part 3 stands up with its upper part supported at the tip of the elevator, and can rotate around its standing axis, a scraping part (not shown) provided at the lower part of the elevator part 3, and the lower part of the balance boom 2 A plurality of buckets (not shown) are lifted from the upper part of the scraping part through the distal end part, the bottom part, and the base end part, and then the elevator part 3. It circulates in the path | route which descend | falls and returns to the upper part of a scraping part.
[0003]
This continuous unloader scrapes off a load by cutting a load pile with a bucket that rotates around the scraping portion. At the same time, when the elevator unit 3 is moved by running on a traveling tower that supports the balanced boom 2 on the ground, or by horizontally turning and tilting the balanced boom 2 or rotating the elevator unit 3, the load is continuously applied. The mountain will be cut down. Further, the bucket that holds the scraped load ascends the elevator unit 3, and the bucket inclines at a position on the conveyor 4 that passes through the lower part of the balance boom 2 toward the land and discharges the load. In this manner, scraping and discharging are repeated while the plurality of buckets circulate, so that continuous unloading is realized.
[0004]
[Problems to be solved by the invention]
By the way, the scraping portion receives resistance from the load pile. FIG. 6 shows the direction of motion of the elevator unit 3 and the direction of resistance. This resistance force is received by the drive device for the motion system of the elevator unit 3 and the drive device for the bucket. If this resistance force is too large, an excessive driving torque is applied to these driving devices, and the continuous unloader cannot be operated.
[0005]
If the continuous unloader becomes inoperable due to overload, continuous unloading is interrupted and time is wasted, so overload conditions must be avoided as much as possible. However, because there are several factors that cause the drive unit to become overloaded, even if the continuous unloader stops, the driver cannot determine whether or not the resistance force from the load pile is the factor, which may be difficult to deal with. is there. Further, the driver cannot know in advance whether or not the resistance force received from the load pile is large until the continuous unloader stops.
[0006]
SUMMARY OF THE INVENTION Accordingly, an object of the present invention is to provide a continuous unloader control method and apparatus capable of solving the above-described problems and avoiding an overload state of a drive device.
[0007]
[Means for Solving the Problems]
In order to achieve the above object, the method of the present invention circulates a bucket of a scraping unit provided at the lower part of the elevator unit while moving the elevator unit supported by the balance boom and standing up. In a continuous unloader that scrapes the load from the pile, the magnitude of the resistance force that the scraping portion receives from the load pile is detected from the distortion of the elevator portion, and the magnitude of the resistance force continues for a predetermined time. When the predetermined value is greater than or equal to a predetermined value, a warning is given to prompt manual avoidance, and after the alarm, when the magnitude of the resistance force continues for a predetermined time and is equal to or greater than the predetermined value, the movement of the elevator unit and the scraping unit The bucket circulation is automatically stopped .
[0008]
When the magnitude of the resistance force continues for a predetermined time and is less than the predetermined value and greater than or equal to a second predetermined value smaller than the predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are decelerated, After the deceleration, if the magnitude of the resistance force continues for a predetermined time and falls below a third predetermined value smaller than the second predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are set. You may return to the original speed .
[0009]
In addition, the apparatus of the present invention circulates the bucket of the scraping section provided at the lower part of the elevator part while moving the elevator part that is supported by the balance boom, and lifts the load from the load pile. In a continuous unloader for scraping, a resistance detecting means for detecting the magnitude of the resistance force that the scraping part receives from a load pile from the distortion of the elevator part, and the magnitude of the resistance force continues for a predetermined time. Alarm means for issuing an alarm to urge manual avoidance when the value is equal to or greater than a predetermined value; and after the alarm, when the magnitude of the resistance force continues for a predetermined time and is equal to or greater than the predetermined value, the movement of the elevator unit and the scratch And automatic stop means for automatically stopping the bucket circulation of the take section.
[0010]
When the magnitude of the resistance force continues for a predetermined time and is less than the predetermined value and greater than or equal to a second predetermined value smaller than the predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are decelerated, After the deceleration, if the magnitude of the resistance force continues for a predetermined time and falls below a third predetermined value smaller than the second predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are set. Speed control means for returning to the original speed may be provided.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
Hereinafter, an embodiment of the present invention will be described in detail with reference to the accompanying drawings.
[0012]
As shown in FIG. 1, a continuous unloader according to the present invention includes a traveling tower 1 that travels along a quay G, and a horizontally swingable and tiltable balanced boom 2 that projects from the traveling tower 1 to the sea. The upper part of the balance boom 2 is supported upright, and an elevator part 3 that can rotate around its standing shaft, a scraping part 4 provided at the lower part of the elevator part 3, and a lower part of the balance boom 2 It has the conveyor 5 which goes to the land from the street elevator part 3. FIG. A plurality of buckets 6 are provided in a chain on the elevator unit 3 and the scraping unit 4. Although not shown in the figure, there are provided a driving device for a moving system that moves the traveling tower 1, horizontally swings and tilts the balance boom 2, and moves the elevator section 3 by rotating the elevator section 3, and a driving apparatus that circulates the bucket 6. ing.
[0013]
As shown in FIG. 2, the resistance force detecting means for detecting the magnitude of the resistance force that the scraping portion 4 receives from the load pile is realized by a strain gauge 21 that detects the strain of the elevator portion 3. That is, the resistance detection means attaches strain gauges 21X, 21X ′, 21Y, and 21Y ′ to the four side surfaces of the casing of the elevator section 3 having a substantially rectangular horizontal section, respectively, and on the side surfaces facing the tip of the scraping section. The bending strain in the scraping direction is detected by the strain gauge 21X attached and the strain gauge 21X ′ attached to the opposite side surface, and the right angle of scraping is obtained by the two strain gauges 21Y and 21Y ′ attached to the other two side surfaces. It detects the bending strain in the direction. 22 is a bridge box for taking out the output of the strain gauge in each direction, and 23 is a strain amplifier for outputting the value of strain in each direction. The output of the distortion amplifier is connected to the control panel of the continuous unloader. The four strain gauges 21 are attached at the same height position. As shown in FIG. 1, these four strain gauges 21 are attached at positions close to the balanced boom 2.
[0014]
2, the main excavation resistance value is converted from the value of the bending strain in the scraping direction, and the lateral excavation resistance value is converted from the value of the bending strain in the direction perpendicular to the scraping direction. This conversion can be performed by measuring the relationship between the strain value and the resistance value in advance. For example, as shown in FIG. 3, the weight 31 is pulled by the scraping unit 4 on the ground, and the load applied to the wire rope 32 is measured to obtain the resistance value. In addition to examining the relationship between the measured resistance value and the value of the bending strain, the attachment position of the strain gauge at which this relationship becomes prominent is examined. The pulling direction of the weight 31 with respect to the scraping unit 4 is not limited to the front.
[0015]
The control method and apparatus for the continuous unloader according to the present invention converts the value of the bending strain in the two directions generated in the elevator unit 3 into a resistance value received by the scraping unit by the resistance force detection unit, and the load state determination unit from the resistance value. Is used to determine the load state. There are the following two forms of the load state determination operation and the control operation based on the determined load state.
[0016]
In the first form, an alarm or automatic stop is performed according to the degree of the load state. As shown in FIG. 4, the control operation related to the side excavation resistance value is performed in parallel with the control operation related to the main excavation resistance value.
[0017]
First, the main excavation resistance value is measured to check whether the main excavation resistance value exceeds a predetermined value (16 ton). If the main excavation resistance value does not exceed the predetermined value, the procedure is terminated. If the main excavation resistance value exceeds the predetermined value, whether the predetermined time (5 seconds) has been exceeded beyond the predetermined value or predetermined Check if the time (2 seconds) has continued. If the duration does not exceed 2 seconds, the procedure is terminated. However, if the duration is in the range of 2 to 5 seconds, it is determined that there is a minor failure, and a warning is given to the driver by displaying a message on the image display. At this time, the driver shall perform an overload avoidance operation by manual operation. For example, the motion system of the elevator unit 3 is stopped manually. When the predetermined time (5 seconds) continues with the main excavation resistance value exceeding the predetermined value, it is determined that there is a serious failure, and the motion system of the elevator unit 3 and the bucket 6 are automatically stopped.
[0018]
In the same way for the side excavation resistance value, if the side excavation resistance value exceeds a predetermined value (8 ton) and the value continues for a predetermined time (2 seconds), it is determined that there is a minor failure and a warning is given to the driver. I do. At this time, the driver shall perform an overload avoidance operation by manual operation. For example, the motion system of the elevator unit 3 is stopped manually. When the main excavation resistance value exceeds a predetermined value and continues for a predetermined time (5 seconds), it is determined that there is a serious failure, and the motion system of the elevator unit 3 and the bucket 6 are automatically stopped.
[0019]
As described above, in a load state in which the resistance value exceeds a predetermined value and continues for a predetermined time, the driver is notified by an alarm that it is close to an overload. By doing so, it is possible to perform an operation that avoids overload. In addition, if the driver's manual operation is not effective and the resistance value does not decrease and further continues for a predetermined time, all the motion systems and buckets are forcibly stopped by automatic operation, so that the driver may stop immediately before becoming overloaded. it can.
[0020]
In the second embodiment, the speed control is performed by feeding back the improvement result of the load state. As shown in FIG. 5, the control operation related to the side excavation resistance value is performed in parallel with the control operation related to the main excavation resistance value.
[0021]
First, a main excavation resistance value is measured, and it is checked whether the main excavation resistance value is greater than or equal to a predetermined value (14 ton) and less than a predetermined value (16 ton). If the main excavation resistance value is not 14 ton or more, the procedure is terminated. If the main excavation resistance value is 16 ton or more, the procedure of the first mode is entered. If the main excavation resistance value is 14 ton or more and less than 16 ton, it is checked whether or not the duration exceeds a predetermined time (2 seconds). If the duration does not exceed 2 seconds, the procedure is terminated. If the duration exceeds 2 seconds, deceleration control is performed. In the deceleration control, for example, the motion speed of the elevator unit is reduced to 50% so far, and the circulation speed of the bucket is reduced to 50% so far. Thereafter, if the main excavation resistance value does not become a predetermined value (13 ton) or less, a further 50% deceleration is performed. When the main excavation resistance value becomes equal to or less than a predetermined value (13 ton) and the value continues for a predetermined time (1 second), the motion system and the bucket are returned to the original speed of 100%.
[0022]
In the same way for the side excavation resistance value, when the side excavation resistance value is equal to or greater than the predetermined value (7 ton) and less than the predetermined value (8 ton) and the predetermined time (2 seconds) continues, deceleration control is performed. For example, the motion speed of the elevator section is reduced to 50% so far, and the circulation speed of the bucket is reduced to 50% so far. Thereafter, if the side excavation resistance value does not become a predetermined value (6 ton) or less, a further 50% deceleration is performed. When the main excavation resistance value is equal to or less than the predetermined value (6 ton) and the predetermined time (1 second) continues, the motion system and the bucket are returned to the original speed of 100%.
[0023]
As described above, in a load state in which the resistance value exceeds a predetermined value and continues for a predetermined time, either or both of the movement speed of the elevator unit 3 and / or the circulation speed of the bucket 6 are decelerated, so that overload is automatically avoided. In addition, if the resistance value decreases, it is possible to automatically return to the original speed.
[0024]
【The invention's effect】
The present invention exhibits the following excellent effects.
[0025]
(1) Since it is possible to detect an overload in advance and perform an operation to avoid the overload, the unloading is not interrupted, and the unloading time can be shortened and the berthing fee can be suppressed.
[Brief description of the drawings]
FIG. 1 is a configuration diagram of a continuous unloader showing an embodiment of the present invention.
FIG. 2 is a configuration diagram of resistance force detection means used in the present invention. (A) is a circuit block diagram, (b) is a horizontal sectional view, and (c) is a side view.
FIG. 3 is a configuration diagram of a preliminary test for resistance force detection according to the present invention.
FIG. 4 is a processing procedure diagram showing a first form of determination / control operation according to the present invention;
FIG. 5 is a processing procedure diagram showing a second mode of determination / control operation according to the present invention;
FIG. 6 is a cross-sectional view showing an outline of unloading by a continuous unloader.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Traveling tower 2 Balance boom 3 Elevator part 4 Scraping part 5 Conveyor 6 Bucket 21 Strain gauge

Claims (4)

平衡ブームによって上部が支持されて起立しているエレベータ部を運動させながら、このエレベータ部の下部に設けた掻取部のバケットを循環させて荷の山から荷の掻き取りを行う連続式アンローダにおいて、前記掻取部が荷の山から受ける抵抗力の大きさを前記エレベータ部の歪みから検出し、その抵抗力の大きさが所定時間継続して所定値以上であるとき手動回避を促す警報を行い、その警報後も引き続き前記抵抗力の大きさが所定時間継続して前記所定値以上であるとき前記エレベータ部の運動と前記掻取部のバケット循環を自動停止することを特徴とする連続式アンローダの制御方法。In a continuous unloader that scrapes the load from the load pile by circulating the bucket of the scraping part provided at the lower part of this elevator part while moving the elevator part that is supported by the upper part by the balance boom , Detecting the magnitude of the resistance force that the scraping part receives from the load pile from the distortion of the elevator part, and issuing an alarm for prompting manual avoidance when the magnitude of the resistance force continues for a predetermined time and exceeds a predetermined value And continuously stop the movement of the elevator section and the bucket circulation of the scraping section when the magnitude of the resistance force continues for a predetermined time after the warning and is equal to or greater than the predetermined value. Unloader control method. 前記抵抗力の大きさが所定時間継続して前記所定値未満で前記所定値より小さい第二の所定値以上であるとき前記エレベータ部の運動速度と前記掻取部のバケット循環速度を減速し、その減速後、前記抵抗力の大きさが所定時間継続して前記第二の所定値より小さい第三の所定値以下になれば、前記エレベータ部の運動速度と前記掻取部のバケット循環速度をもとの速度に戻すことを特徴とする請求項1記載の連続式アンローダの制御方法。When the magnitude of the resistance force continues for a predetermined time and is less than the predetermined value and greater than or equal to a second predetermined value smaller than the predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are decelerated, After the deceleration, if the magnitude of the resistance force continues for a predetermined time and falls below a third predetermined value smaller than the second predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are set. 2. The continuous unloader control method according to claim 1 , wherein the speed is returned to the original speed . 平衡ブームによって上部が支持されて起立しているエレベータ部を運動させながら、このエレベータ部の下部に設けた掻取部のバケットを循環させて荷の山から荷の掻き取りを行う連続式アンローダにおいて、前記掻取部が荷の山から受ける抵抗力の大きさを前記エレベータ部の歪みから検出する抵抗力検出手段と、その抵抗力の大きさが所定時間継続して所定値以上であるとき手動回避を促す警報を行う警報手段と、その警報後も引き続き前記抵抗力の大きさが所定時間継続して前記所定値以上であるとき前記エレベータ部の運動と前記掻取部のバケット循環を自動停止する自動停止手段とを備えたことを特徴とする連続式アンローダの制御装置。In a continuous unloader that scrapes the load from the load pile by circulating the bucket of the scraping part provided at the lower part of this elevator part while moving the elevator part that is supported by the upper part by the balance boom , A resistance detecting means for detecting the magnitude of the resistance force that the scraping part receives from the load pile from the distortion of the elevator part, and when the magnitude of the resistance force is a predetermined value or more continuously for a predetermined time An alarm means for issuing an alarm for promoting avoidance, and after the alarm, when the magnitude of the resistance force continues for a predetermined time and is equal to or greater than the predetermined value, the movement of the elevator section and the bucket circulation of the scraping section are automatically stopped. control device of a continuous unloader, characterized in that it comprises an automatic stop means for. 前記抵抗力の大きさが所定時間継続して前記所定値未満で前記所定値より小さい第二の所定値以上であるとき前記エレベータ部の運動速度と前記掻取部のバケット循環速度を減速し、その減速後、前記抵抗力の大きさが所定時間継続して前記第二の所定値より小さい第三の所定値以下になれば、前記エレベータ部の運動速度と前記掻取部のバケット循環速度をもとの速度に戻す速度制御手段を備えたことを特徴とする請求項3記載の連続式アンローダの制御装置。When the magnitude of the resistance force continues for a predetermined time and is less than the predetermined value and greater than or equal to a second predetermined value smaller than the predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are decelerated, After the deceleration, if the magnitude of the resistance force continues for a predetermined time and falls below a third predetermined value smaller than the second predetermined value, the movement speed of the elevator section and the bucket circulation speed of the scraping section are set. 4. The continuous unloader control device according to claim 3, further comprising speed control means for returning to the original speed.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104310077A (en) * 2014-10-13 2015-01-28 湖南长重机器股份有限公司 Semi-portal scraper reclaimer

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104310077A (en) * 2014-10-13 2015-01-28 湖南长重机器股份有限公司 Semi-portal scraper reclaimer

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