JP2511217B2 - Operating device for continuous unloader - Google Patents

Operating device for continuous unloader

Info

Publication number
JP2511217B2
JP2511217B2 JP28991991A JP28991991A JP2511217B2 JP 2511217 B2 JP2511217 B2 JP 2511217B2 JP 28991991 A JP28991991 A JP 28991991A JP 28991991 A JP28991991 A JP 28991991A JP 2511217 B2 JP2511217 B2 JP 2511217B2
Authority
JP
Japan
Prior art keywords
boom
hoisting
turning
traveling
excavation
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.)
Expired - Fee Related
Application number
JP28991991A
Other languages
Japanese (ja)
Other versions
JPH05132152A (en
Inventor
健二 吉原
信人 岩本
博 阿曽沼
智広 横山
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 JP28991991A priority Critical patent/JP2511217B2/en
Publication of JPH05132152A publication Critical patent/JPH05132152A/en
Application granted granted Critical
Publication of JP2511217B2 publication Critical patent/JP2511217B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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  • Ship Loading And Unloading (AREA)

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は連続式アンローダにおけ
る掘削部を船の倉内から倉外へ垂直に巻上げ挿入出させ
る連続式アンローダの運転装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a continuous unloader operating apparatus for vertically winding and inserting an excavating portion of a continuous unloader into and out of a hold of a ship.

【0002】[0002]

【従来の技術】従来におけるバケットチェーン式の掘削
垂直エレベータを備えた連続式アンローダは、図7に示
すように構成されている。すなわち、クレーンの走行ガ
ントリ01上に旋回フレーム02で起伏ブーム03を支
持し、起伏ブーム03先端に平行リングで旋回式掘削部
04を軸支している。そして、この掘削部04の船05
の倉内06への入れ出しは、アンローダ運転者が目視手
動運転により行なっている。
2. Description of the Related Art A conventional continuous unloader equipped with a bucket chain type excavation vertical elevator is constructed as shown in FIG. That is, the hoisting boom 02 is supported by the turning frame 02 on the traveling gantry 01 of the crane, and the turning excavator 04 is pivotally supported by the parallel ring at the tip of the hoisting boom 03. And the ship 05 of this excavation part 04
The unloader driver visually inserts and removes the cargo into and from the warehouse 06.

【0003】[0003]

【発明が解決しようとする課題】上記のようにアンロー
ダ運転者による掘削部04の倉内05への入れ出しは、
一般にアンローダの走行起伏ブーム03の旋回を停めて
起伏ブーム03を起伏動運転し、矢印07のような円弧
軌跡で倉内06へ入れ又は出しを行なう。このとき掘削
部04が倉口縁08等と接触しそうな時は、起伏ブーム
03の上下動を停止し、アンローダの走行又は起伏ブー
ム03の旋回で掘削部04を倉口08の中央へ寄せ、再
び起伏ブーム03を上下起伏させる要領で行なわれる。
As described above, when the unloader driver puts the excavation section 04 in and out of the warehouse 05,
In general, the swing of the traveling undulating boom 03 of the unloader is stopped and the oscillating boom 03 is hoistingly operated, and is put into or taken out of the warehouse 06 in an arc locus as indicated by an arrow 07. At this time, when the excavation part 04 is likely to come into contact with the edge 08 of the opening, the vertical movement of the hoisting boom 03 is stopped, and the excavation part 04 is moved to the center of the opening 08 by moving the unloader or turning the hoisting boom 03. The operation is performed in the manner that the up-and-down boom 03 is up and down again.

【0004】上記の作業は、荷役の開始終了の入れ出し
の他、掘削部04でブルトーザを吊って倉内へ入れ出し
する際に船倉06毎に繰返し行なう。この掘削部の船倉
への入れ出し目視運転は、難度、危険が大きく、充分な
時間をかけて安全に行なわなければならないため、作業
が長引き、それでもなお接触事故等の発生を避けられな
い。
The above-mentioned work is repeated for each hold 06 when the excavation section 04 suspends the bulltozer and moves it into and out of the hold, in addition to the start and end of loading and unloading. The visual operation of putting the excavation section in and out of the hold is difficult and dangerous, and since it has to be performed safely over a sufficient period of time, the work is prolonged and a contact accident or the like is still unavoidable.

【0005】本発明は上記実情に鑑みてなされたもの
で、アンローダの掘削部を船の倉内へ入れ出しする運転
の危険、難度を減少させ得ると共に、運転を迅速に行な
い得る連続式アンローダの運転装置を提供することを目
的とする。
The present invention has been made in view of the above circumstances, and it is possible to reduce the danger and difficulty of the operation of putting the excavating portion of the unloader into and out of the hold of the ship, and to operate the continuous unloader that can be quickly operated. The purpose is to provide a device.

【0006】[0006]

【課題を解決するための手段】本発明は、走行ガントリ
上に旋回フレームで起伏ブームを支持し、この起伏ブー
ムの先端に掘削部を軸支してなる連続式アンローダにお
いて、上記走行ガントリの走行装置と、上記起伏ブーム
を起伏させるブーム起伏装置と、上記起伏ブームを旋回
させるブーム旋回装置と、上記掘削部を旋回させる掘削
部旋回装置と、上記走行ガントリの走行距離を検出する
走行距離検出器と、上記起伏ブームの起伏角を検出する
起伏角検出器と、上記起伏ブームの旋回角を検出する旋
回角検出器と、上記掘削部を倉口を通して船倉内へ挿入
出させる際、上記各検出器の検出信号に基づいて演算処
理し、起伏ブームの起伏動作により生じる掘削部の水平
移動を相殺する方向へ、掘削部の水平移動と同調する速
度で上記ブーム旋回装置による旋回及び走行装置による
アンローダの走行を自動連動制御する制御装置とを具備
したことを特徴とするものである。
The present invention relates to a continuous unloader in which a hoisting boom is supported on a traveling gantry by a revolving frame, and an excavation portion is pivotally supported at the tip of the hoisting boom. Device, a boom hoisting device for hoisting the hoisting boom, a boom turning device for turning the hoisting boom, an excavation unit turning device for turning the excavation unit, and a travel distance detector for detecting a travel distance of the travel gantry. And a hoisting angle detector that detects the hoisting angle of the hoisting boom, a turning angle detector that detects the turning angle of the hoisting boom, and each of the above detections when the excavation section is inserted into and taken out from the hold through the hold mouth. The boom rotation is performed at a speed that is synchronized with the horizontal movement of the excavation section in a direction that cancels the horizontal movement of the excavation section caused by the ups and downs of the boom. Is characterized in that the travel of the unloader according to the turning and traveling apparatus according to apparatus and a control device for automatic interlocking control.

【0007】[0007]

【作用】接岸された船に対して荷役を開始するとき、ア
ンローダの起伏ブームを任意高さに起し、任意角度範囲
に旋回させた状態でアンローダを走行させ、掘削部を船
の倉口の中央位置の上方に位置合わせ停止させる。この
位置合わせ運転はアンローダ運転者にとって困難はなく
容易である。この位置合わせ停止状態から掘削部の垂直
巻上げ運転に入る。巻上げ運転では制御装置の演算部
が、ブーム先端を定位置に保持すべき、横行、走行目標
位置と、走行旋回速度を演算により求め、それにより運
転可となれば自動でブームの下げ、ブーム旋回補正、ア
ンローダ走行補正が、同調連動運転され、掘削部が鉛直
に降下し船倉内へ入る。船倉内から掘削部を抜き出すと
きは、掘削部を倉口の中央位置へ位置合わせし、自動運
転で掘削部を鉛直上昇させる。この時、降下と上昇の速
度は運転手の操作により自由に調整可能としている。上
昇した掘削部はアンローダを一定距離走行させることに
より、隣の倉口中央部に移動させ、この船倉内へ上記と
同じ要領で鉛直降下し、自動挿入させることができる。
When the loading and unloading of a ship docked, the unloader's hoisting boom is raised to an arbitrary height, and the unloader is run with the boom rotated in an arbitrary angle range. Align and stop above the center position. This alignment operation is easy and easy for the unloader driver. The vertical hoisting operation of the excavation section is started from this alignment stopped state. In the hoisting operation, the calculation unit of the control device calculates the traverse, travel target position and travel turning speed at which the boom tip should be held in a fixed position, and if operation is possible, the boom is automatically lowered and the boom is turned. The correction and unloader travel correction are synchronized and operated, and the excavation unit descends vertically and enters the hold. When removing the excavated part from the inside of the hold, the excavated part is aligned with the center position of the hold, and the excavated part is vertically raised by automatic operation. At this time, the descending and ascending speeds can be freely adjusted by the driver's operation. By moving the unloader for a certain distance, the raised excavation unit can be moved to the center of the adjacent warehouse opening, and vertically descended into this hold in the same manner as above to be automatically inserted.

【0008】[0008]

【実施例】以下、図面を参照して本発明の一実施例を説
明する。
An embodiment of the present invention will be described below with reference to the drawings.

【0009】図1は本発明の一実施例に係る連続式アン
ローダの構成例を示す全体側面図、図2は図1の要部を
示す平面図である。図1及び図2において、1は掘手削
部を垂直巻上げする連続式アンローダ、2はアンローダ
1の走行ガントリ、3は走行ガントリ2上の旋回フレー
ム、4は旋回フレーム3上に起伏式に支持したブーム、
5はフレーム4先端に平行リンク機構を開始鉛直に軸支
した掘削コラム部(以下単に掘削部という)、6は接岸
された船7の船倉、8は倉口、10はアンローダ運転室
11内に設けた制御装置、12は走行ガントリ2の走行
装置、13は走行ガントリ2の走行距離検出器、14は
ブーム起伏装置、15は起伏角検出器、16はブーム旋
回装置,17はブーム旋回角検出器、18は掘削部旋回
装置,19は掘削部旋回角検出器、Rは起伏ブーム4の
起伏半径、ΔRは掘削部5の支持台旋回中心から起伏ブ
ーム4先端の支持ピンまでの水平オフセット長さ、θL
、−θL は起伏ブーム4の水平線より上又は下の起伏
角、θB は旋回フレーム3の岸壁と直角な水平線を基準
とする旋回角である。次に上記実施例の動作を説明す
る。
FIG. 1 is an overall side view showing a structural example of a continuous unloader according to an embodiment of the present invention, and FIG. 2 is a plan view showing a main part of FIG. In FIG. 1 and FIG. 2, 1 is a continuous unloader for vertically hoisting the excavated portion, 2 is a traveling gantry of the unloader 1, 3 is a swing frame on the traveling gantry 2, and 4 is an undulating support on the swing frame 3. Boom,
Reference numeral 5 is an excavation column section (hereinafter simply referred to as an excavation section) in which a parallel link mechanism is vertically supported at the tip of the frame 4, 6 is a hold of the ship 7 docked, 8 is a hold mouth, and 10 is in the unloader cab 11. A control device provided, 12 is a traveling device of the traveling gantry 2, 13 is a traveling distance detector of the traveling gantry 2, 14 is a boom hoisting device, 15 is a hoisting angle detector, 16 is a boom turning device, and 17 is a boom turning angle detection. 18 is an excavator swinging device, 19 is an excavator swivel angle detector, R is the radius of the hoisting boom 4, and ΔR is the horizontal offset length from the swing center of the excavator 5 to the support pin at the tip of the hoisting boom 4. Well, θL
, -ΘL is a hoisting angle above or below the horizontal line of the hoisting boom 4, and θB is a turning angle based on a horizontal line perpendicular to the quay of the turning frame 3. Next, the operation of the above embodiment will be described.

【0010】本発明では、起伏ブーム4を下降状態4A
から水平状態4B、上昇状態4Cへ起伏運転する間に、
これに連動させて起伏ブーム4を4aの状態から4bの
状態及び4cの状態に前走行、ブーム左旋回及び後進走
行、ブーム右旋回の順に調節された量及び速度で自動走
行及び旋回制御することにより、掘削部5を図1、図2
の倉口8中央位置付近で鉛直線沿いに、例えば伏角−1
7°から仰角37°までの範囲を垂直に巻上げ移動させ
掘削部を船倉6内へ挿入出するものである。図3及び図
4は、上記掘削部5を垂直上下運転する制御動作を説明
するために起伏ブーム4を直線とし、平面及び側面で示
した線図である。
In the present invention, the hoisting boom 4 is moved to the lowered state 4A.
From the horizontal state to the horizontal state 4B and the rising state 4C,
In conjunction with this, the undulating boom 4 is automatically driven and controlled to rotate from a state of 4a to a state of 4b and a state of 4c at an amount and speed adjusted in the order of forward traveling, boom leftward turning and backward traveling, and boom rightward turning. As a result, the excavation unit 5 is shown in FIGS.
Along the vertical line near the center of Kuraguchi 8
The excavation part is inserted into and taken out from the hold 6 by vertically hoisting and moving the range from 7 ° to 37 ° in elevation. FIG. 3 and FIG. 4 are diagrams showing a plane and a side surface of the undulating boom 4 in order to explain a control operation for vertically moving the excavation unit 5 vertically.

【0011】図中20は起伏ブーム4の旋回中心、21
は起伏中心、22は掘削部5の旋回中心、Lは起伏中心
21から先端掘削部5の中心22までのブーム基準半
径、L′は上記基準旋回半径Lによるブーム旋回半径で
それぞれ次に示す式
In the figure, 20 is the center of rotation of the hoisting boom 4, and 21
Is the center of undulation, 22 is the center of swing of the excavation section 5, L is the boom reference radius from the center of undulation 21 to the center 22 of the tip excavation section 5, and L'is the boom turning radius based on the reference turning radius L and is the following equations.

【0012】[0012]

【数1】 L′=L・cos θL 又はL′=L・cos −θL で与えられる。[Equation 1] L ′ = L · cos θL or L ′ = L · cos −θL.

【0013】今、図3及び図4において、走行ガントリ
2が停止した状態、すなわちブーム旋回中心20及び起
伏中心21が移動しない状態下で図4のように起伏ブー
ム4が水平から上へθL °起動回転し、その巻上げ上昇
速度がVH であると、掘削部中心22は速度vだけ起伏
中心21の方へ近付き、その移動速度vはv=VH ・ta
n θL となる。図3中で示せば掘削部中心22は旋回中
心20へ速度vだけ近付く。そして、今、この移動速度
vを相殺するに必要な起伏ブーム4の旋回速度VB とア
ンローダ走行速度VT は、それぞれ VB =v/tan θB =VH ・tan θL /tan θB (m/min ) =VH ・tan θL /2π・tan θB (rpm) VT =v/sin θB =VH ・tan θL /sin θB (m/min ) となる。また、このとき掘削部中心22を垂直に保持す
べき横行位置X及び走行位置Yは、 X=(R・cos θL +ΔR)・cos θB Y=Yo +(R・cos θL +ΔR)・sin θB [但しYo は起伏運転前の走行位置]となる。
3 and 4, when the traveling gantry 2 is stopped, that is, when the boom turning center 20 and the hoisting center 21 do not move, the hoisting boom 4 moves upward from the horizontal as shown in FIG. When the start-up rotation is performed and the hoisting and ascending speed is VH, the excavation center 22 approaches the undulating center 21 by the speed v, and the moving speed v is v = VH · ta.
n θL. In FIG. 3, the excavation center 22 approaches the turning center 20 by a speed v. Now, the turning speed VB of the hoisting boom 4 and the unloader traveling speed VT required to offset this moving speed v are VB = v / tan θB = VH and tan θL / tan θB (m / min) = VH, respectively.・ Tan θL / 2π ・ tan θB (rpm) VT = v / sin θB = VH ・ tan θL / sin θB (m / min) At this time, the traverse position X and the traveling position Y at which the excavation center 22 should be held vertically are as follows: X = (R · cos θL + ΔR) · cos θB Y = Yo + (R · cos θL + ΔR) · sin θB [ However, Yo is the traveling position before the undulating operation].

【0014】更に、この場合、起伏ブーム4の起伏が上
から水平へ(仰角37°→0°へ)又、下から水平へ
(伏角−17°→0°へ)行なわれる場合は、掘削部中
心22の水平移動方向vは図と反対の方向となり、相殺
すべき旋回、走行方向も図と逆の方向になる。
Furthermore, in this case, when the hoisting boom 4 is hoisted horizontally from above (elevation angle 37 ° → 0 °) or from below to horizontal (dip angle −17 ° → 0 °), the excavation section is used. The horizontal movement direction v of the center 22 is the opposite direction to the figure, and the turning and traveling directions to be offset are also opposite directions to the figure.

【0015】本発明は上述した起伏ブーム4の巻上速度
VH と、掘削部5の水平移動を相殺させる旋回速度VB
及びアンローダ横行速度VT を同調する速度で連動自動
制御するものである。
According to the present invention, the hoisting speed VH of the hoisting boom 4 and the turning speed VB for canceling the horizontal movement of the excavating section 5 are described.
In addition, the unloader traverse speed VT is automatically synchronized with the synchronized speed.

【0016】図5は上述した運転制御を行なうシステム
構成図で、上記起伏角検出器15、ブーム旋回角検出器
17、走行距離検出器13、入力装置10aを備えた制
御装置10、走行装置12、ブーム起伏装置14、ブー
ム旋回装置16、掘削部旋回装置18により構成され
る。また、上記制御装置10は、演算部101及び制御
部102からなり、各検出器15,17,13の検出信
号θL ′,θB ,Y1 ′及び入力装置10aに基づいて
演算部101が演算処理し、その演算結果を制御部10
2に出力する。制御部102は、演算部101の演算結
果に従って走行装置12、ブーム起伏装置14、ブーム
旋回装置16及び掘削部旋回装置18を制御する。
FIG. 5 is a system configuration diagram for performing the above-described operation control. The levitation angle detector 15, the boom turning angle detector 17, the traveling distance detector 13, the control device 10 having the input device 10a, and the traveling device 12 are shown. The boom hoisting device 14, the boom turning device 16, and the excavation unit turning device 18. The control unit 10 is composed of an arithmetic unit 101 and a control unit 102, and the arithmetic unit 101 performs arithmetic processing on the basis of the detection signals θL ′, θB, Y1 ′ of the detectors 15, 17, 13 and the input device 10a. , The control unit 10
Output to 2. The control unit 102 controls the traveling device 12, the boom hoisting device 14, the boom turning device 16, and the excavating unit turning device 18 according to the calculation result of the calculation unit 101.

【0017】図6は上記図5のシステム構成のもとで行
なう掘削部垂直巻上げ運転の動作を示すフローチャート
である。以下、このフローチャートに従って掘削部垂直
巻上げ運転動作を説明する。
FIG. 6 is a flow chart showing the operation of the vertical hoisting operation of the excavation section performed under the system configuration of FIG. Hereinafter, the vertical hoisting operation operation of the excavation unit will be described with reference to this flowchart.

【0018】掘削部垂直巻上げには、まずブーム起伏角
θL を例えば伏角−17°から仰角37°までの必要動
作角(−17°→0°)(0°→37°)、起伏巻上速
度VH を例えば最大10m/min の範囲に設定しておく
(ステップA1 )。そして、巻上げ運転速度等は、運転
手の操作により初期設定する(ステップA2 )。制御装
置10は、演算部101に入力されている設定値及び起
伏角、旋回角、走行距離の各検出器15,17,13か
ら検出された各現在値を基にブーム先端、すなわち掘削
部中心22の横行方向及び走行方向の各制御目標位置X
1 、Y1 と必要旋回、走行速度VB 、VT を演算する
(ステップA3 ,A4 )。その後、運転の可否をチェッ
クし(ステップA5 )、運転ができない状態であれば巻
き上げを停止し(ステップA6 )、運転可能状態であれ
ば、制御部102により走行装置12、ブーム起伏装置
14、ブーム旋回装置16、掘削部旋回装置18に駆動
指令を与え、自動同調連動運転させる(ステップA7
)。
In the vertical hoisting of the excavation portion, first, the boom hoisting angle θL is set to a required operating angle (-17 ° → 0 °) (0 ° → 37 °) from the hoisting angle -17 ° to the elevation angle 37 °, and the hoisting and hoisting speed. VH is set within a range of, for example, 10 m / min at the maximum (step A1). Then, the hoisting operation speed and the like are initialized by the driver's operation (step A2). The control device 10 controls the boom tip, that is, the center of the excavation part, based on the set values and the current values detected by the detectors 15, 17, and 13 of the undulation angle, the turning angle, and the traveling distance, which are input to the calculation unit 101. 22 control target positions X in the traverse direction and the traveling direction
1, Y1 and required turn, traveling speeds VB, VT are calculated (steps A3, A4). After that, it is checked whether or not the operation is possible (step A5), and if the operation is impossible, the winding is stopped (step A6). If the operation is possible, the control unit 102 controls the traveling device 12, the boom hoisting device 14, and the boom. A drive command is given to the turning device 16 and the excavation unit turning device 18 to perform automatic tuning interlocking operation (step A7).
).

【0019】次いで、制御装置10は、一定時間間隔で
各検出器13,15,17からの検出データを基に掘削
部中心22の現在位置X1 ′,Y1 ′を計算し(ステッ
プA8 ,A9 )、許容値σy ,σx と比較演算し(ステ
ップA10)、許容値を越える制御遅れは遅れ量を計算し
(ステップA11)、走行、旋回、起伏制御別に補正制御
を実行させる動作を繰返す。すなわち、ステップA11で
遅れ量を演算した後、送り分別を行ない(ステップA1
2)、起伏遅れの場合は起伏速度補正(ステップA1
3)、旋回遅れの場合は旋回速度補正(ステップA1
4)、走行遅れの場合は走行速度補正(ステップA15)
を行なってステップA5 へ戻る。この時、掘削部はブー
ム旋回と逆方向へ同一角度自動旋回させると一定の向き
を保持することができる。
Next, the control unit 10 calculates the current positions X1 ', Y1' of the excavation center 22 based on the detection data from the detectors 13, 15, 17 at regular time intervals (steps A8, A9). , The allowable values σ y and σ x are compared and calculated (step A10), and the control delay exceeding the allowable value is calculated as a delay amount (step A11), and the operation of executing correction control for each of traveling, turning, and undulation control is repeated. That is, after the delay amount is calculated in step A11, the feed separation is performed (step A1
2) If the undulation is delayed, undulation speed correction (step A1
3) In case of turning delay, turn speed correction (step A1
4) If the travel is delayed, the travel speed is corrected (step A15).
And then return to step A5. At this time, the excavation unit can maintain a constant orientation by automatically turning the boom at the same angle in the opposite direction.

【0020】また、上記ステップA10において、制御遅
れが許容値内であると判断した場合は、巻上速度の設定
変更があるか否かをチェックし(ステップA16)、変更
がある場合はステップA2 に戻る。巻上速度の設定変更
がない場合は、更に巻上動作を継続するか否かを判断
し、継続する場合はステップA5 に戻り、継続しない場
合は巻上の制御動作を終了する。
If it is determined in step A10 that the control delay is within the allowable value, it is checked whether or not the hoisting speed setting has been changed (step A16). Return to. If the setting of the hoisting speed is not changed, it is judged whether or not the hoisting operation is further continued. If the hoisting operation is continued, the process returns to step A5, and if not, the hoisting control operation is ended.

【0021】荷揚げ開始時、あるいはブルドーザ等の吊
込み時における倉口中央への掘削部の位置合わせ運転及
び掘削部を倉内から取り出す場合の倉口中央への掘削部
の位置合わせ運転は、別途に手動または自動運転で特に
困難なく行なうことが可能であり、倉口中央位置へ掘削
部が位置合わせ停止された状態から上述した自動垂直巻
上げ運転を行なう。自動垂直巻上運転で船倉6内から倉
外へ垂直に巻上げ停止した掘削部は、ブーム起伏角、旋
回角を固定した、また、走行ガントリ2を走行させるこ
とにより、隣の船倉6の倉口8中央位置に移動させるこ
とができ、別途の位置合わせ運転を行なうことなしに直
ちに掘削部の垂直巻上げ運転に入ることが可能である。
Positioning operation of the excavated part to the center of the hold when starting unloading or pulling in a bulldozer, and positioning operation of the excavated part to the center of the hold when taking out the excavated part from the hold are separately performed. It is possible to perform the operation manually or automatically without any particular difficulty, and the above-described automatic vertical hoisting operation is performed from the state where the excavation part is aligned and stopped at the center position of the kuraguchi. The excavation section that has been hoisted vertically from inside the cargo hold 6 to the outside of the cargo hold by the automatic vertical hoisting operation has the boom hoisting angle and the turning angle fixed, and the traveling gantry 2 is moved to allow the cargo mouth of the adjacent cargo hold 6 to move. 8 It is possible to move to the central position, and it is possible to immediately start the vertical hoisting operation of the excavation section without performing a separate alignment operation.

【0022】上述した方法によると掘削部の倉内へ入れ
出しに際して船体と掘削部の衝突、接触が確実に防止さ
れ、掘削部入れ出しが容易に、かつ迅速になる。また衝
突防止のための監視員も不要になる。また、特にハッチ
換えや、ブルドーザの搬入出時運転が簡素化し、危険が
減少して荷役作業の効率を高められる。
According to the above-mentioned method, collision and contact between the hull and the excavation part are surely prevented when the excavation part is put in and out of the hold, so that the excavation part can be put in and out easily and quickly. In addition, there is no need for a watchman to prevent collision. In addition, the hatch changing operation and the loading / unloading operation of the bulldozer are simplified, the risk is reduced, and the cargo handling efficiency is improved.

【0023】[0023]

【発明の効果】以上詳記したように本発明によれば、ア
ンローダの起伏ブーム先端に軸支持する連続掘削部を倉
口を通して船倉内へ挿入出させる際、起伏ブームの起伏
動作により生じる掘削部の水平移動を相殺する方向へ、
掘削部の水平移動と同調する速度で起伏ブームの旋回及
びアンローダの走行を自動連動制御しているので、倉口
中央位置に位置合わせして停止させた掘削部を鉛直方向
に通り抜けて自動運転下で入れ出しできるようになり、
掘削部と船体あるいは掘削部に吊支えて入れ出しするブ
ルドーザと船体との接触、衝突を確実に回避でき、掘削
部の倉内への入れ出し運転を安全かつ迅速に行なうこと
ができる。
As described above in detail, according to the present invention, when the continuous excavation portion axially supported by the tip of the hoisting boom of the unloader is inserted into and taken out from the hold through the hold mouth, the excavation portion caused by the hoisting operation of the hoisting boom. In the direction to offset the horizontal movement of
Since the swinging of the undulating boom and the traveling of the unloader are automatically linked at a speed that is synchronized with the horizontal movement of the excavation section, the excavation section, which is aligned with the center position of the warehouse opening and stopped, passes vertically and is automatically operated. You can put it in and out with
It is possible to reliably avoid contact and collision between the excavation unit and the hull or the bulldozer that is suspended from and supported by the excavation unit and the hull, and the excavation unit can be safely and swiftly put in and out of the hold.

【0024】また、他の倉口への移動、ブルドーザの搬
入出時における運転が簡素化されて危険が減少し、危険
防止のための監視員の配置を省略できる等、この種連続
式アンローダの荷役運転の効率を著しく高める効果があ
る。
[0024] Further, since the operation at the time of moving to another warehouse and the loading / unloading of the bulldozer is simplified and the risk is reduced, it is possible to omit the arrangement of an observer to prevent the danger. This has the effect of significantly increasing the efficiency of cargo handling operation.

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

【図1】本発明の一実施例に係る連続式アンローダの全
体構成を示す側面図。
FIG. 1 is a side view showing an overall configuration of a continuous unloader according to an embodiment of the present invention.

【図2】図1の要部を示す平面図。FIG. 2 is a plan view showing a main part of FIG.

【図3】図1におけるアンローダのブーム部動作を線図
で示す平面図。
FIG. 3 is a plan view showing diagrammatically the boom section operation of the unloader in FIG.

【図4】図3の側面図。FIG. 4 is a side view of FIG.

【図5】運転装置の構成を示すブロック図。FIG. 5 is a block diagram showing a configuration of a driving device.

【図6】巻上動作を示すフローチャート。FIG. 6 is a flowchart showing a hoisting operation.

【図7】従来の連続式アンローダを示す側面図。FIG. 7 is a side view showing a conventional continuous unloader.

【符号の説明】[Explanation of symbols]

1…連続式アンローダ、2…走行ガントリ、3…旋回フ
レーム、4…起伏ブーム、5…掘削部、6…船倉、8…
倉口、10…制御装置、101…演算部、102…制御
部、11…運転室、12…走行装置、13…走行距離検
出器、14…ブーム起伏装置、15…起伏角検出器、1
6…ブーム旋回装置、17…ブーム旋回角検出器、18
…掘削部旋回装置、19…掘削部旋回角検出器、20…
ブーム旋回中心、21…ブーム起伏中心、22…掘削部
中心。
DESCRIPTION OF SYMBOLS 1 ... Continuous unloader, 2 ... Running gantry, 3 ... Revolving frame, 4 ... Elevating boom, 5 ... Excavation part, 6 ... Hold, 8 ...
Kuraguchi, 10 ... Control device, 101 ... Computing part, 102 ... Control part, 11 ... Cab, 12 ... Traveling device, 13 ... Travel distance detector, 14 ... Boom hoisting device, 15 ... Hoisting angle detector, 1
6 ... Boom turning device, 17 ... Boom turning angle detector, 18
... Excavation part turning device, 19 ... Excavation part turning angle detector, 20 ...
Boom turning center, 21 ... Boom up / down center, 22 ... Excavation center.

───────────────────────────────────────────────────── フロントページの続き (72)発明者 横山 智広 広島県広島市西区観音新町四丁目6番22 号 三菱重工業株式会社広島製作所内 (56)参考文献 特開 昭57−189935(JP,A) 実開 昭63−162723(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (72) Inventor Tomohiro Yokoyama 4-6-22 Kannon Shinmachi, Nishi-ku, Hiroshima City, Hiroshima Prefecture Mitsubishi Heavy Industries, Ltd. Hiroshima Works (56) Reference JP-A-57-189935 (JP, A) 63-162723 (JP, U)

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 走行ガントリ上に旋回フレームで起伏ブ
ームを支持し、この起伏ブームの先端に掘削部を軸支し
てなる連続式アンローダにおいて、上記走行ガントリの
走行装置と、上記起伏ブームを起伏させるブーム起伏装
置と、上記起伏ブームを旋回させるブーム旋回装置と、
上記掘削部を旋回させる掘削部旋回装置と、上記走行ガ
ントリの走行距離を検出する走行距離検出器と、上記起
伏ブームの起伏角を検出する起伏角検出器と、上記起伏
ブームの旋回角を検出する旋回角検出器と、上記掘削部
を倉口を通して船倉内へ挿入出させる際、上記各検出器
の検出信号に基づいて演算処理し、起伏ブームの起伏動
作により生じる掘削部の水平移動を相殺する方向へ、掘
削部の水平移動と同調する速度で上記ブーム旋回装置に
よる旋回及び走行装置によるアンローダの走行を自動連
動制御する制御装置とを具備したことを特徴とする連続
式アンローダの運転装置。
1. A continuous unloader in which a hoisting boom is supported on a traveling gantry by a revolving frame, and an excavation portion is pivotally supported at the tip of the hoisting boom, and the traveling device of the traveling gantry and the hoisting boom are hoisted. A boom hoisting device for turning, and a boom turning device for turning the hoisting boom,
An excavation unit revolving device that revolves the excavation unit, a traveling distance detector that detects the traveling distance of the traveling gantry, a hoisting angle detector that detects the hoisting angle of the hoisting boom, and a turning angle of the hoisting boom. When turning the swing angle detector and the excavation unit into and out of the hold through the hold mouth, arithmetic processing is performed based on the detection signals of the detectors to offset the horizontal movement of the excavation unit caused by the hoisting motion of the hoisting boom. And a control device for automatically interlocking the swing of the boom swing device and the traveling of the unloader by the traveling device at a speed that is synchronized with the horizontal movement of the excavating section in the direction.
JP28991991A 1991-11-06 1991-11-06 Operating device for continuous unloader Expired - Fee Related JP2511217B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP28991991A JP2511217B2 (en) 1991-11-06 1991-11-06 Operating device for continuous unloader

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP28991991A JP2511217B2 (en) 1991-11-06 1991-11-06 Operating device for continuous unloader

Publications (2)

Publication Number Publication Date
JPH05132152A JPH05132152A (en) 1993-05-28
JP2511217B2 true JP2511217B2 (en) 1996-06-26

Family

ID=17749465

Family Applications (1)

Application Number Title Priority Date Filing Date
JP28991991A Expired - Fee Related JP2511217B2 (en) 1991-11-06 1991-11-06 Operating device for continuous unloader

Country Status (1)

Country Link
JP (1) JP2511217B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2875719B2 (en) * 1993-09-17 1999-03-31 石川島播磨重工業株式会社 Method of moving tip of scraper of bucket elevator in continuous unloader

Also Published As

Publication number Publication date
JPH05132152A (en) 1993-05-28

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