JPS6016623A - Controller for vibro-excavation of excavator - Google Patents

Controller for vibro-excavation of excavator

Info

Publication number
JPS6016623A
JPS6016623A JP12214483A JP12214483A JPS6016623A JP S6016623 A JPS6016623 A JP S6016623A JP 12214483 A JP12214483 A JP 12214483A JP 12214483 A JP12214483 A JP 12214483A JP S6016623 A JPS6016623 A JP S6016623A
Authority
JP
Japan
Prior art keywords
signal
excavation
circuit
control valve
vibration
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
JP12214483A
Other languages
Japanese (ja)
Other versions
JPH0411691B2 (en
Inventor
Naoto Shima
直人 島
Retsuo Watanabe
渡辺 烈夫
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.)
KYB Corp
Original Assignee
Kayaba Industry 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 Kayaba Industry Co Ltd filed Critical Kayaba Industry Co Ltd
Priority to JP12214483A priority Critical patent/JPS6016623A/en
Publication of JPS6016623A publication Critical patent/JPS6016623A/en
Publication of JPH0411691B2 publication Critical patent/JPH0411691B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02FDREDGING; SOIL-SHIFTING
    • E02F9/00Component parts of dredgers or soil-shifting machines, not restricted to one of the kinds covered by groups E02F3/00 - E02F7/00
    • E02F9/20Drives; Control devices
    • E02F9/22Hydraulic or pneumatic drives

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Operation Control Of Excavators (AREA)
  • Shovels (AREA)
  • Fluid-Pressure Circuits (AREA)

Abstract

PURPOSE:To raise the excavating power of an excavator by a method in which an amplitude-level vibration signal corresponding to an integral signal value to be outputted in response to an excavation impossible detection signal is added to an operation signal, and according to the addition signal, a proportional control valve is driven. CONSTITUTION:When a control lever (not illustrated) is operated toward the extension side under a condition that a vibration input switch 45 is on, an operation signal S1' and an extension side signal are sent out from a signal setting circuit 43 and a direction judgement circuit 44, and according to the signal S1', a direction control valve 11 is driven through a proportional control valve 36 to keep a cylinder 10 at an extension-side excavation speed. When the excavation is made impossible, an integral signal S3 is sent out from an integral circuit 47 in response to signals T from a detector 46, and a vibration signal S4 to increase amplitude in response to the signal S3 as the impossibility of excavation continues is sent from a vibration signal generator 48 to an addition circuit 49 and added to the signal S1'. The proportional control valve 36 is driven by the addition signal S5, and the cylinder 10 is operated through the direction control valve 11 to vibrate a bucket (not illustrated) for excavation.

Description

【発明の詳細な説明】 (産業上の利用分野) この発明は、パワーショベル等に、15い′(、掘削途
中でバクット等に振動を与え、Jljl!削をスフ1−
スに行なわせる掘削1戊の振動掘削制御装置に関する。
Detailed Description of the Invention (Field of Industrial Application) This invention applies vibration to a power shovel or the like during excavation to reduce the cutting time.
The present invention relates to a vibration excavation control device for one excavation operation.

(従来技術) パワーショベルににる土砂省の41.’Ij田中に、」
ントロールレバーを小刻みに勅がしくバウッ1−ベワを
振動させると、11」削性が一段どIt“:1,1、る
ことが′)41られでいるが、これを自動的にIT <
7 :I) けるようにした振動掘削1t、l tal
l共置が装出願人より出願されでる(1も願昭57−1
77301札貿釡照)、。
(Prior art) 41. 'Ij Tanaka,'
If you vibrate the control lever in small increments, you will notice that the machinability is increased by 11":1,1, but this is automatically changed to
7:I) Vibration excavation 1t, l tal
1 co-location was filed by the applicant for the device (1 was also filed in 1987-1).
77301 bill trade order),.

第1図はこの振動掘削制1Bll装置σを示ηbのC、
パワーシ」ヘル等のバクットを駆動さUるシリング10
ど、このシリング10を制1RII !Jる方向制御3
11弁11と、この方向制御弁11に対づるバイ四ツ1
−通路12.13のいずれかをjパ択りる2位置のソレ
ノイドバルブ1/Iと、このソレノイドバルブ14の上
流811に段()た比例制御jr ′I 5どを1紬え
−(いる。上記方向制御弁11(よ図示の中立位翻(二
おいて、ポンプ′1Gからの油を中立流路17を経由し
てそのままタンク18に戻づ。そして図面の左側位置に
切換ねったときにシリンダ10を伸長させ、右側位置に
切換ねったとぎにシリンダ10を収縮さUる関係にして
いる。
Figure 1 shows this vibration excavation system 1 Bll equipment σ, C of ηb,
10 shillings to drive the bakut of power, hell, etc.
Whoa, I won 10 shillings! J direction control 3
11 valve 11 and a bi-four 1 for this directional control valve 11
- A two-position solenoid valve 1/I that selects either passage 12 or 13, and a proportional control stage 811 upstream of this solenoid valve 14. When the directional control valve 11 (as shown in the drawing) is turned to the neutral position (2), the oil from the pump '1G is returned to the tank 18 as it is via the neutral flow path 17. The cylinder 10 is extended at the same time, and when the cylinder 10 is switched to the right side position, the cylinder 10 is contracted.

また上記ツレイドバルブ14は、非励磁の状態のときに
図示の位置に保持され、連通路19を介して一方のパイ
ロット通路12を前記比例111IJ御弁15に連通さ
Uるとどもに、他方のパイロット通路13をタンク20
に連通さぜる。ぞしてソレノイドバルブ14が励磁1°
ると、こん麿は逆に他方のパイロット通路13が比例制
911弁に連通し、一方のパイロン]・通路12が上記
タンク20に連通ずる構成にしている。
Further, the Tlade valve 14 is held in the position shown in the figure when in a non-energized state, and one pilot passage 12 is communicated with the proportional 111IJ control valve 15 via the communication passage 19, while the other pilot Passage 13 to tank 20
I will communicate with you. Then, the solenoid valve 14 is energized by 1°.
In contrast, the other pilot passage 13 communicates with the proportional control valve 911, and the one pylon passage 12 communicates with the tank 20.

さらに前記比例III tall弁15は、後記する電
気信号に比例して駆動するが、図示の状態においては、
上記連通路19をタンク21に連通さぜる一方、−に記
信号に応じて切換っだとき補助ポンプ22と連通路19
とを連通させる構成にしている。
Further, the proportional III tall valve 15 is driven in proportion to an electric signal to be described later, but in the illustrated state,
While the communication passage 19 is communicated with the tank 21, when the communication passage 19 is switched in response to the signal indicated by -, the communication passage 19 is connected to the auxiliary pump 22.
It is configured to communicate with the

しノごかって」二記ソレノイドバルブをオン・Aフ11
i1j御づることによって、方向制御弁11が左右いず
れかに切換わり、シリンダ10を伸長させたり収縮させ
たりりる。
Turn on the solenoid valve No. 2 and turn it on.
By controlling i1j, the directional control valve 11 is switched to either the left or right, and the cylinder 10 is expanded or contracted.

また上記比例制御弁15は、−[記電気低Pに応じてそ
の(;11僚が決まるが、その(0119tに応して補
助ポンプ22からのパイo y l−Inを調整゛′I
Jる。そしてこの比例制御弁15によって決められたパ
イロット圧に応じ−(上記り向制御弁11の聞瓜が決ま
り、上記シリンダ10への供給流星が調整′Cきるので
、イのスピード(掘削速度)がa制御される。
Further, the proportional control valve 15 adjusts the pi o y l-In from the auxiliary pump 22 in accordance with the (0119t), although its (;
Jru. Then, according to the pilot pressure determined by this proportional control valve 15, the pressure of the direction control valve 11 is determined, and the meteor supply to the cylinder 10 is adjusted, so that the speed (excavation speed) of A is adjusted. a is controlled.

上記のようにした油圧回路を側鎖11づるのが電気的な
回路である。
An electrical circuit connects the hydraulic circuit as described above to the side chain 11.

りなわらAペレータが図示しイrい」ントL’J−ルレ
バーを介して入力部23を操作すると、その入力部23
から方向信号と速瓜信)−〕(″1ン1ントロールレバ
作方向と操作間に対応した信号)とが発信される。
When operator A operates the input section 23 via the illustrated lever, the input section 23
A direction signal and a quick response signal are transmitted from the lever.

上記速瓜仁号【よ前記比例制御弁15に接続した第1駆
動部24に直接入力され、この速度(;M M <こ応
じて上記比例ロー」御弁15の開度を定め、当該シリン
ダ10の速度を制御する。
The speed is directly input to the first drive unit 24 connected to the proportional control valve 15, and the opening degree of the proportional low control valve 15 is determined, 10 speed controls.

また上記方向信りは、方向4制御部25から出力され第
1グー1−回路26→Aア回路27→第2駆動部28を
経由して前記ソレノイドバルブ14に伝達される。
Further, the direction signal is output from the direction 4 control section 25 and transmitted to the solenoid valve 14 via the first goo 1 circuit 26 -> the A circuit 27 -> the second drive section 28 .

したがってソレノイドバルブ14は上記方向信Hに応じ
てオン・オフ制御され、当該シリンダ10を伸長させる
かあるいは収縮させる。
Therefore, the solenoid valve 14 is controlled on and off according to the direction signal H, and the cylinder 10 is expanded or contracted.

上記のように方向制御部25から出力される信号は、第
2グー1〜回路29にも伝達されるが、この第2グー1
〜回路29には狂vA動制御スイッチ30、スト口−り
検知部31及び3i度検知部32が接続されている。
The signal output from the direction control unit 25 as described above is also transmitted to the second goo 1 to the circuit 29, but this second goo 1
- The circuit 29 is connected to an abnormality vA movement control switch 30, a stall exit detection section 31, and a 3i degree detection section 32.

でして上記t1復動制御スイッヂ30を閑じた状態で、
しかも方向制御部25からの伸長信号と、当該シリンダ
′10がストロークエンドにないというストローク検知
部31からの信号と、当該シリンダ10の速度がピロで
あるという速度検知部32 h目らの信号(パケット停
止信号)とが同時に発イaされたとぎ、−り記vB2グ
ーを一回路29が聞くようにしている。
Then, with the t1 double action control switch 30 left open,
Moreover, the extension signal from the direction control section 25, the signal from the stroke detection section 31 indicating that the cylinder '10 is not at the stroke end, and the signal from the speed detection section 32h indicating that the speed of the cylinder 10 is slow ( When the packet stop signal (a) is issued at the same time, one circuit 29 listens to the message "vB2".

上記第2グー1へ回路29が問いたときの出力信号は、
反転部33と第3グー1〜同一’+13 ’1どに入力
Jるが、このように反転部33に第2グー1−回路2つ
からの信号が入力すると、前記第1グー1〜回路26を
1311じ−(h向111III11部25からの方向
18号をオア回路27に伝達しないよ−)にりる。
The output signal when the circuit 29 queries the second goo 1 is:
Inputs are input to the inverting section 33 and the third group 1 to the same '+13'1, but when the signals from the two second group 1-circuits are input to the inverting section 33 in this way, the first group 1 to the circuit 26 to 1311 (direction No. 18 from the h direction 111III11 section 25 is not transmitted to the OR circuit 27).

そして上記第3ゲー1−回路3 ’Iには、掘削In弓
(所定周波数のパルス信号)を常峙光イ1)シている掘
削振動発信器35が接続さtl、 Tいるが1.1記の
ように第2グー1−回路29からの信シ3かこの第3ゲ
ー1−回路34に入力Jると、この第3ゲート回路34
が011いて上記掘削振動5B ’l乙H335からの
掘1’NJ信号を、Aア回路27を経由して第2駆動部
28に伝達する。
An excavation vibration oscillator 35 is connected to the third gate 1-circuit 3'I, which constantly emits an excavation signal (pulse signal of a predetermined frequency). When the signal 3 from the second gate 1 circuit 29 is input to the third gate 1 circuit 34 as shown, the third gate circuit 34
011 and transmits the digging 1'NJ signal from the digging vibration 5B'1'H335 to the second drive section 28 via the A circuit 27.

このように掘1’ill振動発信器35からの(lii
’、 l’jll低弓が第2駆動部28から出−力され
ると、前記ソレノイドバルブ1/Iは上記掘削信シシに
応じて短+VJ間にオン、A)をくり返し、当該シリン
グ′10を微小振動さぜる。
In this way, the (lii
', l'jll When the low bow is output from the second drive unit 28, the solenoid valve 1/I is turned on between short + VJ in response to the excavation signal, and A) is repeated, and the corresponding shilling '10 Shake it with minute vibrations.

したがって掘削途中に掘削抵抗が人さくなつ゛(掘削が
できなくなったときには、上記のように掘削途中という
ことで、ストロークエンドでないという信号をストロー
ク検知部31が出力J−るとともに、掘削できなくなっ
たことによってシリンダ10の速度が1口になるが、イ
の速度ゼロを速度検知部32が検知してその旨の信号を
速度検知部32が出力1゛る。
Therefore, the excavation resistance becomes weak during excavation. As a result, the speed of the cylinder 10 becomes one mouth, but the speed detecting section 32 detects the zero speed of A and outputs a signal to that effect.

ストローク検知部31と速度検知部32どから」:記の
にうな信号が出力されると、前記した第2ゲート回路2
9の作用で第3ゲート回路34が聞き、掘削振動発信器
35からの掘削信号が第2駆動部28から出力される。
"From the stroke detection section 31 and the speed detection section 32": When the above signal is output, the second gate circuit 2 described above
9, the third gate circuit 34 listens, and the excavation signal from the excavation vibration transmitter 35 is output from the second drive unit 28.

このように第2駆動部28から掘削信号が出力されると
、前記ソレノイドバルブ14が部局間に切換わって当該
シリング10を微小振動させ、これによりパケットが加
振されて掘削が促進されるのである。
When the excavation signal is outputted from the second drive unit 28 in this way, the solenoid valve 14 switches between the sections and causes the sill 10 to vibrate slightly, thereby exciting the packet and promoting excavation. be.

しかしながら、このような装置にあっては、バフラ1〜
に加えられる振動の強さが一定となっており、このため
掘削amがある程度大きくなると、増大づる掘削抵抗に
対し゛C振動が弱り4釘り、十分な掘削性を1qること
ができなくなるという問題があった。
However, in such a device, the buffers 1 to 1
The strength of the vibration applied to the excavation is constant, and therefore, when the excavation am increases to a certain extent, the C vibration weakens against the increasing excavation resistance, and it becomes impossible to achieve sufficient excavability by 1q. There was a problem.

(発明の目的) この発明は、掘削抵抗に応じてバフラ[・に加える振動
を強めるようにりることにJ、す、掘削fil力の向」
−を図ることを目的としている。
(Objective of the Invention) This invention is directed to increasing the vibration applied to the baffle according to the excavation resistance.
- The purpose is to achieve the following.

(発明の構成JjJ、び作用) この発明は、バフラ1−!8のl+i田部を駆動さlる
シリンダと、このシリンダへの作動油の供給を制御Jる
h向a、IJ 6+1弁と、この方向制御弁を・バイ1
゛」ツ1へ油圧により駆動Jる比例$’l all弁ど
を備え、この比P/4iII罪弁を」ン1〜ロールレバ
ーからの操作(;、’j 、Jj二に応じて開閉し11
11記シリンダの伸側(jらびに線側3!度をM fa
llづるようにした掘削はにおいC,剥削不能状態を検
知する手段と、掘削部0ピ時に該検知1ム号に応答して
積分信号を出力する積分回路と、この積分(i号ににり
所定の周波数C発振し該c8値に対応した振動レベルの
振動信号を出力りる振動信号発生器と、この振動信号を
前記操作信号に加締し加GW (r団を出力する加粋回
路とを設6ノ、掘削小口し時に該加n13号に応じて前
記比例制御弁を1til I!Jl駆動りる。
(Structure of the invention) The cylinder that drives the directional control valve 8, and the cylinder that controls the supply of hydraulic oil to this cylinder, the 6+1 valve, and the 6+1 directional control valve.
゛゛゛゛゛゛                                                                                   ゛11
11 The extension side (j and line side 3! degrees of M fa
The excavation is carried out in such a way that the excavation is odor C, and there is a means for detecting the state in which scraping is impossible, an integrating circuit that outputs an integral signal in response to the detection 1 m when the excavation part is 0 pi, and an integral circuit for outputting an integral signal in response to the detected 1 m a vibration signal generator that oscillates at a predetermined frequency C and outputs a vibration signal with a vibration level corresponding to the c8 value; 6, and when the excavation is started, the proportional control valve is driven 1til I!Jl in accordance with the above-mentioned No. 13.

即ち、掘削抵抗が大さく、掘削が困難になったどきには
、比例制御弁を所定の周波数で開閉駆動りるとハに、徐
々にその開度を大きくするJ、うにIJ1御する。した
がって、比例制御弁から方向制御弁に送られるパイロン
1−油圧が徐々に変動し、変動幅を増加しながら高圧側
に移行するようになる。
That is, when the excavation resistance is large and excavation becomes difficult, the proportional control valve is driven to open and close at a predetermined frequency, and the opening degree is gradually increased. Therefore, the pylon 1 hydraulic pressure sent from the proportional control valve to the directional control valve gradually fluctuates, and shifts to the high pressure side while increasing the fluctuation range.

これにより、方向!、lJ II+弁からシリンダに供
給される作動油の流量が所定の周期で増減され、バケッ
トに振動が加えられると共に、その増減変化が次第に人
さくなり、この結果掘削が可能となるまCバフラ1〜に
加えられる振動が強φられるのである。
This gives you direction! , lJ II+ The flow rate of hydraulic oil supplied to the cylinder from the valve is increased or decreased at a predetermined cycle, vibration is applied to the bucket, and the change in increase or decrease becomes gradually smaller, and as a result, excavation becomes possible.C Baffler 1 The vibrations applied to ~ are strongly φ.

(実施例) 第2図、第3図は本発明の実施例を示す油圧回路図どそ
のfllll i11回路図で、油圧回路ではバク゛ツ
1〜等の掘削部を駆動りるシリンダ1oと、ポンプ16
からシリンダ10への作動油の供給を制御するh向ti
ll Illll弁上1この方向制御111弁11をハ
41]ッ1−油圧により駆動する比例ルリ御弁36.3
7とを備え(いる。
(Embodiment) Figures 2 and 3 are hydraulic circuit diagrams showing an embodiment of the present invention.
h-direction ti that controls the supply of hydraulic oil from to the cylinder 10.
ll Illll Valve 1 This directional control 111 Valve 11 C41] 1 - Proportional Luli control valve driven by hydraulic pressure 36.3
7.

この方向!、IJ II+弁11は、比例制御弁36か
らパイロット油1丁が送られると、これに応動して切換
わるど共に、このパイロン1〜油圧に応じた流量の作動
油をシリンダ10に供給し、シリンダ10を伸側(掘削
側)に駆動づる。また、比例制御弁37からパイロン1
〜油圧が送られると、反対側+c 1i7J換わって同
じくバイOツ1〜油10こl+i;;じた流量の作動油
を供給し、シリング10 ’i縮側(非11r’i!削
側)に駆動りる。
This direction! , IJ II+ valve 11 switches in response to one pilot oil sent from the proportional control valve 36, and also supplies hydraulic oil at a flow rate according to the oil pressure from this pylon 1 to the cylinder 10, The cylinder 10 is driven to the expansion side (excavation side). Also, from the proportional control valve 37 to the pylon 1
~ When hydraulic pressure is sent, the opposite side +c 1i7J is replaced with the same hydraulic oil with a flow rate of 10 liters + i; Drive to.

そして、この比例制御弁3(′)、3′I7は、それぞ
れ後述する制御回路38からの(i”i I’jにJ、
り駆動され、その1ハI Il+ならびに011麿が制
御されろとjいご、その開度に応じて補助ポンプ22か
ら送られるパイロット油n−を調圧し、tail l!
J ニJ、リバ(+−T ツl−油圧を供給、疏…iづ
る。なJj、3’)、/10はリリーフ弁である。
The proportional control valves 3(') and 3'I7 are controlled by (i''i I'j, J,
The pilot oil n- sent from the auxiliary pump 22 is pressure regulated according to the opening degree of the tail l+ and the tail l!
J ni J, River (+-T supply hydraulic pressure, 疏...i zuru. na Jj, 3'), /10 is a relief valve.

一方、制御回路38は、Z1ント11−ルレバー(図示
しない)の操作状態の検出部41ど、絶対値回路42と
、信号設定回路71.3と、方向判別回路/I=1と、
振動入力スイッチ45ど、掘削不能状態の検知手段4(
3と、積分回路17と、振動信号発生器48と、加締回
路49と、前記比例制御弁36、[7の駆動部50.5
1とを備えている。
On the other hand, the control circuit 38 includes a detection section 41 for detecting the operating state of the Z1 control lever (not shown), an absolute value circuit 42, a signal setting circuit 71.3, a direction determining circuit /I=1, etc.
Vibration input switch 45, etc., detection means 4 (
3, the integrating circuit 17, the vibration signal generator 48, the caulking circuit 49, the proportional control valve 36, and the driving section 50.5 of [7].
1.

検出部41は、ボデンショメータ52およびバッファ5
3からなり、コントロールレバーの中立位置を基準電圧
vOとして、伸側の位置でVOより高くその位置に応じ
た電圧を、線側の位置でVOJ:り低くその位置に応じ
た電圧を操作信号S1どし゛(出力する。
The detection unit 41 includes a bodensiometer 52 and a buffer 5.
3, the neutral position of the control lever is set as the reference voltage vO, and the operation signal S1 is a voltage higher than VO at the extension side position and corresponding to that position, and a voltage corresponding to the position lower than VOJ at the line side position. Doshi゛(Output.

絶対伯回路42は、ダイオード54 +’ 55と増幅
器56〜58からなり、前記操作信号SIを基準電圧V
Oど比較してその差(絶対値)をとり、これを増幅して
第4図に示すような正電圧値の信号S2を出力づる。
The absolute voltage circuit 42 includes a diode 54 +' 55 and amplifiers 56 to 58, and converts the operation signal SI to a reference voltage V.
The difference (absolute value) is taken, and this is amplified to output a signal S2 having a positive voltage value as shown in FIG.

イ3号設定回路43は、入力信号の上限値と下限値をカ
ッ1〜覆るコンパレータ5.9.60とインバータ61
とアンドゲート62からなる信号処理部63ど、この信
号処理部63に応答りる開閉スイジヂ6/l、65ど、
増幅器6Gどがらなり、信号S2を第5図に示t J:
うな狛1ノ1の出力1+ii (操作1g号S、)に設
定する。
A No. 3 setting circuit 43 includes comparators 5, 9, 60 and an inverter 61 that cover the upper and lower limits of the input signal.
and a signal processing section 63 consisting of an AND gate 62, opening/closing switches 6/1, 65, etc. that respond to this signal processing section 63, etc.
The amplifier 6G and the signal S2 are shown in FIG.
Set the output of Unakoma 1 no 1 to 1+ii (operation 1g No. S,).

” 方向判別回路/14は、前記検出部41がらの1へ
を伴侶QS4.Jζす=lン1〜〇−ルレバーの操作方
向を判別′リ−るbので、=1ンバレーク07h目)な
り、−その操作方向に応じて伸側信Eくハイ1ノベル)
あるいは紐1側信0(1」−レベル)を出力りる。
” The direction determination circuit/14 determines the operating direction of the lever from the detection unit 41 to the partner QS4.J - Depending on the direction of operation, the side effect will increase depending on the direction of operation (high 1 novel)
Alternatively, string 1 side signal 0 (1''-level) is output.

他方、掘削不能状態の検知下段1Gは、前記シリンダ1
0のストローク位置・を検出Jるスト1]−’) 検出
部C38と、シ’) ンタ10 内ノl’[uJ 1l
ll IF(伸側)を検出する圧力検出部69とがらろ
′す、21〜口′−り検出部68は、位置ピンリフ0か
らの仏月に基づぎシリンダ10が21〜口−り」−ンド
にないどきに、コンパレータ71にリハイ1ノ/\ルの
信号を出力覆る。圧力検出部69は、J′Lカレンリフ
2からの信号に基づきシリダ10内の圧力が所定値以上
(例えばリリーフ弁39の設定月−)になると、コンパ
レータ73よりハイレベルの信号を出ツノする。
On the other hand, the lower stage 1G for detecting the state where excavation is not possible is performed by the cylinder 1.
Detects the stroke position of
A pressure detection section 69 for detecting IF (expansion side) and a pressure detection section 68 for detecting IF (expansion side) and a pressure detection section 68 detect whether the cylinder 10 is at 21 or 20 degrees based on the position from pin lift 0. When the current is not reached, a signal of rehigh 1/\r is output to the comparator 71. The pressure detection section 69 outputs a high level signal from the comparator 73 when the pressure inside the cylinder 10 exceeds a predetermined value (for example, when the relief valve 39 is set) based on the signal from the J'L Karen lift 2.

これらの信号は、アンドゲート74、インバータ75、
アンドグー1〜76〜78を介し、前記方向判別回路4
4からの信号と、振動入力スイッチ45からON、OF
F信号と共に積分回路47に)Zられる。
These signals are passed through an AND gate 74, an inverter 75,
The direction determining circuit 4
4 and the vibration input switch 45 to turn ON and OFF.
Z) is sent to the integrating circuit 47 together with the F signal.

積分回路47はOPアンプ79とコンデンサ80と反転
器81からなる積分器82で、この積分器)82の出力
性11を切換える充電、放電、リレン1〜用の各スイッ
チ83〜85が而えられ、振動人カスイツ145を入れ
た状態でアンドグー1−74 。
The integrating circuit 47 is an integrator 82 consisting of an OP amplifier 79, a capacitor 80, and an inverter 81, and includes switches 83 to 85 for charging, discharging, and resetting 1 to switch the output characteristics 11 of this integrator 82. , Andogoo 1-74 with Vibration Jinkasuit 145 inserted.

76が間き、つまり前記検出手段46からの信号[がハ
・イレベルとなり掘削不能になると、スイッチ83が入
って所定の積分信号S、を出力し9.(1める(充電)
。また、信号Tがローレベルとなり掘削が可能になると
、アントゲ−]−78が問いてスイッチ85が入り、そ
の信g S、出力が徐々に放電される。そして、振動人
ノコスイッチ45が切られると、アンドグー1へ77が
聞いてスイッチ84が入り、積分器82がリセットされ
る。なお、掘削途中で、方向判別回路4 /lからの伝
8が線側に切換わるど、次に伸側に切換わるま(、’、
j;i Q ’33 出力がホールドされる。
76, that is, when the signal from the detection means 46 reaches a high level and excavation becomes impossible, the switch 83 is turned on and outputs a predetermined integral signal S.9. (1 count (charge)
. Further, when the signal T becomes low level and excavation becomes possible, the ant game 78 is asked and the switch 85 is turned on, and its signal g S and output are gradually discharged. Then, when the vibrating hook switch 45 is turned off, a signal 77 is heard to the Ando Goo 1, the switch 84 is turned on, and the integrator 82 is reset. In addition, during excavation, the transmission 8 from the direction discrimination circuit 4/l switches to the line side, and then until it switches to the extension side (,',
j; i Q '33 Output is held.

この積分信号S3は、01〕アン186を発振itsと
して用いた振動信号発生器/Iε〕に指令され、これに
応答して振動信号発生器48は所定の周波数で発振りる
ど共に、その信号84 レベルに応じた強さく振幅)の
振動信号84を出力Jる。第6図、第7図に前記■?1
分回路/1.7の制御動作と、イのタイミングブv −
l−と、積分信号S、ならびに振動化8SAの出力性f
1を承り。
This integral signal S3 is commanded to the vibration signal generator/Iε using the antenna 186 as its oscillating signal, and in response to this, the vibration signal generator 48 oscillates at a predetermined frequency and sends the signal 84 outputs a vibration signal 84 with a strength and amplitude corresponding to the level. The above-mentioned ■ in Figures 6 and 7? 1
Control operation of branch circuit/1.7 and timing block v −
l-, the integral signal S, and the output characteristic f of the oscillation 8SA
Accept 1.

そして、この振動信号S、l、l振動入力回路87を介
し、前記信号設定回路43からのjATh (’l’ 
(;: ’3 S、ど共に加綽回路49に送られる。
Then, jATh ('l'
(;: '3 S and both are sent to the addition circuit 49.

7Jll g1回路/19は、加締器88ど交流j;′
:j幅器89からなり、振動入力回路87の鴻…iD5
にはIA% f¥ (乙号S、′をでのまま方向り挽回
路90に送り、導通l)には操作信号S+2に振動化k
j S i を加幹して加n信号S、を方向切換回路9
0に送る。
7Jll g1 circuit/19 is AC j;'
:j Consists of the width transducer 89, and the vibration input circuit 87...iD5
For IA% f¥ (Otsu No. S, ' is sent to the direction correction circuit 90 as it is, conduction l) is vibrated to the operation signal S+2.
The direction switching circuit 9 adds n signal S by adding j S i
Send to 0.

方向切換回路90は、前記方向判別回路/l 4 hi
らの信号ににり切換わり、コン!ヘロールレバーの位置
か伸側のとき加算回路49を対応づる駆動部50に接続
し、線側のとぎ加算回路49を対応する駆動部51に接
続する。
The direction switching circuit 90 is the direction determining circuit /l 4 hi
Switched to the next signal, and the con! When the Herol lever is at the extension side, the addition circuit 49 is connected to the corresponding drive section 50, and the line side addition circuit 49 is connected to the corresponding drive section 51.

また、振動入力回路87は、アントゲ−1〜91を介し
方向判別回路44からの信号と、前記振動人カスイツヂ
45からの信号とにより開閉され、」ンI・ロールレバ
ーの位置が伸側でスイッチ45が入っているどきに導通
りる。
Further, the vibration input circuit 87 is opened and closed by a signal from the direction determining circuit 44 via the anti-games 1 to 91 and a signal from the vibrating person switch 45, so that the position of the I-roll lever is on the extension side. It will pass when 45 is in it.

そして、駆動部50.51は、IJII算回路49 /
11ら送られる加締信号S、あるいは操作信号S、の電
圧レベルを所定のレベルに設定する増幅部92゜93ど
、スイッヂング用のパワートランジスタ94.95を備
え、これらの信号に応じてそれぞれ前記比例制御弁36
.37を駆動Jる。
The drive unit 50.51 is connected to the IJII calculation circuit 49/
Amplifying sections 92 and 93 set the voltage level of the tightening signal S or operation signal S sent from 11 to a predetermined level, and power transistors 94 and 95 for switching are provided. Proportional control valve 36
.. Drive 37.

次に作用を説明する。Next, the action will be explained.

振動人カスーイツチ45を入れた状態で」ントロールレ
バーを伸側に操作すると、この操作に対応した操作信号
S、′(第5図参照)と伸側信号が信号設定回路43と
方向判別回路44から出力され、このときシリンダ10
が刈〜11−り−1−ントI:m ’、t < 。
When the control lever is operated to the extension side with the vibrating person switch 45 inserted, the operation signals S,' (see FIG. 5) corresponding to this operation and the extension side signal are output from the signal setting circuit 43 and the direction determining circuit 44. At this time, cylinder 10
is harvested~11-re-1-ent I: m', t < .

その伸側作動油圧が所定値以下てあれI:r : +t
rr:削不OL状態の検知手段46の信号下が1」−し
l\ツノし’ L <i:つて積分回路47が動作づる
こと(,1,なく、操作信号S、に応じて伸側の比例1
IIII 1311 ji・3G・が鳥13動さIする
。 ゛ このため、比例制御弁36は、“」ントにI−ルしツバ
−の操作に対応したrjt1度に1i;たれ、その開度
に応じたパイ1−1ツ1〜油圧ににリッツ面制御a11
弁′11が駆動される。したがって、方向1lIII御
弁1′1か15シリンタ10に供給される作動油G1か
的11「に市ij御され、コン1−ロールレバーの操作
に適合したシリング゛10の伸側速度、掘削速度が卸1
、りされる。
If the extension side working oil pressure is below the predetermined value, I:r: +t
rr: When the signal of the detecting means 46 in the non-cutting OL state is 1'' - \\horn' proportionality of 1
III 1311 ji.3G. moves the bird 13. For this reason, the proportional control valve 36 sags 1i for every 1 degree of rjt corresponding to the operation of the valve, and the proportional control valve 36 sags 1i; control a11
Valve '11 is activated. Therefore, the direction 1lIII control valve 1'1 or 15 is controlled by the hydraulic oil G1 or 11' supplied to the cylinder 10, and the extension side speed and excavation speed of the cylinder 10 adapted to the operation of the control lever 10 are controlled by the hydraulic oil G1 supplied to the cylinder 10. wholesale 1
, will be removed.

そして、これにより掘削を行なうど共に、この掘1゛1
り途中テ掘1°ill抵抗がj1′1人L/ l1ii
! l’j!l カ不11h 1m ’、J: ルト、
検知手段/IGからの信号下に応答して積分回路47か
ら所定の(r1″分信号S3(第7図参照)が出ツノさ
れ、これに応答して振動信号S、(同じく第7図参照)
が振動信号発生ip、l 48から加算回路49に送ら
れる。
Then, when excavating with this, this excavation 1
On the way, the resistance of 1°ill is j1'1 person L/l1ii
! l'j! l Kafu11h 1m', J: Ruto,
In response to the signal from the detection means/IG, a predetermined (r1'' signal S3 (see FIG. 7) is output from the integrating circuit 47, and in response, a vibration signal S, (also see FIG. 7) is output. )
is sent from the vibration signal generator ip,l 48 to the adder circuit 49.

この振動信号84は、その出力特性にJ、す゛掘削゛不
Ciヒ状態が続く)よと電圧値ならびに振幅値が大きく
なり、加算回路=19で操作信号 、/に加算され、こ
の加p信号S5に応じて比例制御弁36が駆動される。
This vibration signal 84 has an output characteristic of J, and the voltage value and amplitude value increase as the excavation state continues), and is added to the operation signal , / in the adder circuit = 19, and this added p signal The proportional control valve 36 is driven in response to S5.

このため、比例制rj++弁36は所定の周波数で開閉
駆動されると共に、徐々に開度が大きくなるように制御
111される。
Therefore, the proportional control rj++ valve 36 is driven to open and close at a predetermined frequency, and is controlled 111 so that its opening degree gradually increases.

したがって、方向制御弁11に送られるバ・rロン1〜
油圧が徐々に変動し始め、変動幅を増加しながら高圧側
に移行する。これにより、方向制御弁11からシリング
10の伸側に供給される作動油の流用が所定の周期で増
減され、パケットに振動が加えられると共に、その増減
変化が次第に増大し、掘削が可能となるまでバフラ1〜
に加えられる振動が強められる。
Therefore, the barron 1~ sent to the directional control valve 11
The oil pressure gradually begins to fluctuate and shifts to the high pressure side while increasing the fluctuation range. As a result, the diversion of the hydraulic oil supplied from the directional control valve 11 to the extension side of the sill 10 is increased or decreased at a predetermined period, vibration is applied to the packet, and the increase or decrease gradually increases, making it possible to excavate. Until Bahura 1~
The vibrations applied to the are strengthened.

この後、掘削がijl能となると、検知手段716の1
3号]゛がローレベルとなって積分回路47が徐々にh
9.電し、バクーツ1へに加えられる振動が順次弱めI
うれる。そして、再び掘削抵抗が大きくなり掘削が不能
になると、上述したようにバフラ1−に加えられる振動
が強められ、これらを縁り返りの−(ある。
After this, when the excavation becomes ijl function, 1 of the detection means 716
No. 3] becomes a low level, and the integrating circuit 47 gradually changes to h.
9. The vibration applied to Bakutu 1 gradually weakens.
I'm happy. Then, when the excavation resistance increases again and excavation becomes impossible, the vibrations applied to the baffle 1- are intensified as described above, causing them to turn over.

即ち、1liit l’+i II(抗が相当大さいと
きてら、での抵抗に応じ−Cババフ1−の加振ツノを充
分に強めることかでさ、また掘削が可能イこ4Tれば、
+Jll振を忠(3−浮止することイ「<掘削のiff
 fl状態にi合わけである程度の加振ツノが保たれ、
この結末15>な(111削能力を1i(&保するコト
lr\’P e:?、l1in i’JI II fi
l: 0) 大幅’、; 向1 /J” 図れる。
That is, depending on the resistance at 1liit l'+i II (the resistance is quite large, the excitation horn of -C buff 1- should be sufficiently strengthened, and if it is possible to excavate at 4T),
+ Jll swing (3- to float)
The excitation horn is maintained to a certain extent when it is in the fl state,
This ending 15>na(111 reduction ability to 1i(&kto lr\'P e:?, l1in i'JI II fi
l: 0) Significantly ', ; Direction 1/J'' can be calculated.

曲方、]1ント1ニI−ルレバーを#Il’l il’
l (非掘削側)に操作したとさ゛には、振動入切回路
87が鴻IDiされ、レバー操I11゛に対応しノこ操
作kj +’j <’) +′がh面切換回路90から
駆動部51を介して粗側の比1シリ制911弁37に送
られる。
How to bend,] 1 point 1 Ni I-le lever #Il'l il'
When the operation is performed to the l (non-excavation side), the vibration on/off circuit 87 is activated, and the saw operation kj +'j <') +' is activated from the h side switching circuit 90 in response to the lever operation I11. It is sent to the coarse side ratio 911 valve 37 via the drive unit 51.

このため、比例制御弁37は操1’r 1.M jシ3
3.′に応じて駆動され、そのパイLJツl−:llI
 1.fにJ、り方向制御弁11からシリング10の幅
側に供1aざrしる1′I−動量がail制御される。
Therefore, the proportional control valve 37 operates 1'r1. M j shi 3
3. ', and its pie LJtsul-:llI
1. At f, the amount of movement 1'I applied from the directional control valve 11 to the width side of the sill 10 is ail controlled.

したがって、コント[コールレバーの操作に適合したシ
リング10の線側連1哀が維持され、伸側ど同様良好な
操作(’lを1!Jることかてきる。
Therefore, the line side connection of the Schilling 10, which is suitable for operation of the control lever, is maintained, and the operation is as good as the extension side.

なお、加013号S、による振動掘削中に、コン1−〇
−ルレバーを線側に操作していったん掘削を中断し、再
び掘削を行なうことがあるが、このとき積分回路47の
出力がボールドされ、掘削の再開に1゛1′って再びバ
ケットの加振力が強められる。
Note that during vibration excavation by CA013S, the excavation may be temporarily interrupted by operating the control lever to the line side, and excavation may be started again, but at this time, the output of the integral circuit 47 is Then, when excavation is restarted, the excitation force of the bucket is increased again.

したがって、レバーの切換えにより加振力が低下Jるこ
とはなく、常に掘削抵抗に応じた加振力を維持すること
ができる。
Therefore, the excitation force does not decrease due to switching of the lever, and the excitation force corresponding to the excavation resistance can always be maintained.

(発明の効果) 掘削抵抗が増大しても掘削抵抗に応じてバフツ1−に加
える振動を強めることができ、操作性を良好に保ちなが
ら十分な掘削性能を確保づることか(さるという効果が
ある。
(Effect of the invention) Even if the digging resistance increases, the vibration applied to the buff 1- can be strengthened in accordance with the digging resistance, and sufficient digging performance can be ensured while maintaining good operability. be.

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

第1図は従来例の回路414成図、第2図、第3図は本
発明の実施例を示1曲圧回路図とその制御回路図、第4
図、第5図は検出部と信号設定回路の出力特性を示タグ
ラフ、第6図は積分回路の制御動作を示J表図、第7図
は各タイミングチト−1〜図である。 10・・・シリング、1’l=7’j向制御a11ブL
36,37・・・比例制御弁、38・・・制御回路、4
1・・・4契υ3 gI1142・・・絶対l1flt
O1路、43・・・信号設定[il Kij、44・・
・方向判別回路、/I5・・・振動人7Jス・Y・ンf
、4G・・・掘削不能状態検知手段、/1.7・・・積
分1!lia、48・・・振動信号発生器、49・・・
加()回fr、50.51・・・駆動部、87・・・振
動入切回路、90・・・7’j 1rjJ切1灸1司路
Fig. 1 shows a circuit 414 diagram of a conventional example, Figs. 2 and 3 show an embodiment of the present invention.
5 is a graph showing the output characteristics of the detection section and the signal setting circuit, FIG. 6 is a table showing the control operation of the integrating circuit, and FIG. 7 is a chart showing each timing diagram. 10... Schilling, 1'l=7'j direction control a11bL
36, 37... Proportional control valve, 38... Control circuit, 4
1...4 contract υ3 gI1142...absolute l1flt
O1 road, 43...Signal setting [il Kij, 44...
・Direction discrimination circuit, /I5... Vibration person 7Jsu・Y・nf
, 4G...Means for detecting unexcavation state, /1.7...Integral 1! lia, 48... vibration signal generator, 49...
Addition ( ) times fr, 50.51... Drive section, 87... Vibration on/off circuit, 90... 7'j 1rjJ off 1 moxibustion 1 route.

Claims (1)

【特許請求の範囲】 ハケッ1−等の掘削部を駆動さμるシリングと、このシ
リングへの作動油の供給を制御する方向制υ11)?ど
、この方向制011ブtをパイロン1へ油圧により駆動
する比例制御弁とを備え、この比例制御弁をコントロー
ルレバーからの操作信号に応じて間開しnrl記シクシ
リンダ側ならびに線側速度を制御するにうにした掘削部
におい(、掘1!jll不能状態を検知づる手段と、掘
削不能時に該検知信号に応答して積分信号を出力する積
分回路と、この積分信号によりM定の周波数で発振し該
信号値に対応した振幅レベルの振動信号を出力Jる振動
信号発生器と、この振動信号を前記操作信号に加粋し加
締信号を出力づる加締回路とを段【)、掘削不能時に該
加締信号に応じて前記比例制御弁を17fl閉駆動する
ことを特徴どする掘削機の振動掘削制御装置。
[Claims] A shilling that drives the excavation part such as a brush 1-, and a directional control υ11) that controls the supply of hydraulic oil to this shilling. It is equipped with a proportional control valve that hydraulically drives this directional control 011butt to pylon 1, and this proportional control valve is opened in response to an operation signal from the control lever to control the cylinder side and linear side speeds. means for detecting a state in which excavation is disabled, an integrating circuit that outputs an integral signal in response to the detection signal when excavation is disabled, and an oscillation circuit that oscillates at a constant frequency of M using this integral signal. A vibration signal generator outputs a vibration signal with an amplitude level corresponding to the signal value, and a tightening circuit adds this vibration signal to the operation signal and outputs a tightening signal. A vibration excavation control device for an excavator, characterized in that the proportional control valve is driven to close by 17 fl in response to the caulking signal.
JP12214483A 1983-07-05 1983-07-05 Controller for vibro-excavation of excavator Granted JPS6016623A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12214483A JPS6016623A (en) 1983-07-05 1983-07-05 Controller for vibro-excavation of excavator

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12214483A JPS6016623A (en) 1983-07-05 1983-07-05 Controller for vibro-excavation of excavator

Publications (2)

Publication Number Publication Date
JPS6016623A true JPS6016623A (en) 1985-01-28
JPH0411691B2 JPH0411691B2 (en) 1992-03-02

Family

ID=14828697

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12214483A Granted JPS6016623A (en) 1983-07-05 1983-07-05 Controller for vibro-excavation of excavator

Country Status (1)

Country Link
JP (1) JPS6016623A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5176424A (en) * 1988-06-10 1993-01-05 Mazda Motor Corporation Automobile seat assembly

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US5176424A (en) * 1988-06-10 1993-01-05 Mazda Motor Corporation Automobile seat assembly

Also Published As

Publication number Publication date
JPH0411691B2 (en) 1992-03-02

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