挖掘機底架裝配工裝設計,挖掘機底架裝配工裝設計,挖掘機,底架,裝配工,裝設 2 挖掘機底架裝配工裝設計說明書 設計摘要： 本次設計為CN220E挖掘機底架本體輥輪裝配工裝設計；采用門式升降+橋式翻轉(zhuǎn)結(jié)構(gòu)實現(xiàn)工件的升降、翻轉(zhuǎn)工況，減輕工人勞動強度，改善工人操作條件。門式升降機包括頂部橫梁、兩矩形剛性支腿、升降小車，絞車及滑輪組以實現(xiàn)升降功能。為保證翻轉(zhuǎn)梁與工件上升下降過程中不至于越位出現(xiàn)故障，立柱上安裝限位行程開關。兩門式起重機與翻轉(zhuǎn)梁連接形成橋式結(jié)構(gòu)通過電機減速機直聯(lián)以實現(xiàn)工件的翻轉(zhuǎn)。 設計參數(shù) 工件重量：G=2575kg(未含輥輪重量) 旋轉(zhuǎn)重量：Gx=4992kg 起重重量：Gq=5964kg 單根鋼絲繩承受重量：1511kg 鋼絲繩型號：?17.5mm6×37+FC GB8918 旋轉(zhuǎn)梁轉(zhuǎn)速：3r/min 起升速度：7-8m/min 門式起重機立柱總高:3.5m 橋式結(jié)構(gòu)跨度：5.2m 旋轉(zhuǎn)梁有效長度：5m 定滑輪個數(shù)：4個 定滑輪直徑：250mm 動滑輪個數(shù)：2個 動滑輪直徑：250mm 升降小車行程：1350mm 工作級別A6 絞車電機功率：Pj= 2.75kw(2臺) 旋轉(zhuǎn)梁配用H型減速機電機功率：Pd=7.5kw(1臺) Load-independent control of a hydraulic excavator Eugeniusz Budny * , Miroslaw Chlosta, Witold Gutkowski Institute of Mechanized Construction and Rock Mining, ul. Racjonalizacji 6/8, 02-673 Warsaw, Poland Accepted 23 August 2002 Abstract The primary focus of this study is to investigate the control of excavation processes by applying load-independent hydraulic valves. This approach allows avoiding closed loop control system with sensors and transducers mounted on the excavator attachment. There are, then, no sensor cells mounted on the machine attachment. The considered system is composed of two subsystems: a microcomputer and a hydraulic unit (a pump and load-independent valves). In the microcomputer unit, the bucket velocity vector is related to the oil flow into three cylinders through the application of inverse kinematics. Then, flows are transferred into the electric signals actuating the load-independent valves. Their motion is presented by applying transfer function. The performance of the system is verified by assuming an abrupt change of the oil flow into cylinders. The last part of the paper is devoted to the obtained experimental results. The first result deals with vertical drilling. The second result deals with an excavation along a horizontal trajectory. D 2002 Elsevier Science B.V. All rights reserved. Keywords: Excavator; Hydraulic systems; Control; Trajectory execution 1. Introduction Due to encouraging results of recent research, there are increasing possibilities for enhancement of a large spectrum human efforts in excavation pro- cesses. This may occur mainly through control of repetitive work tasks, such as trenching and drilling, requiring constant attention of machine operators during the performance of each task. Particular attention, in research, is paid to excavation along prescribed trajectories subjected to varying soil envi- ronment. Fundamentals dealing with controlled excavation processes are discussed by Vaha and Skibniewski 1, Hemami 2, and Hiller and Schnider 3. An inter- esting approach to piling processes by a direct angular sensing method is proposed by Keskinen et al. 8. Budny and Gutkowski 4,6 proposed a system, applying kinematically induced motion of an excavator bucket. In this approach, influence of a small variation of hydraulic oil flow into cylinders, applying sensitivity analysis, is discussed by Gut- kowski and Chlgosta 5. Huang et al. 7 presented an impedance control study for a robotic excavator. They applied two neural networks: first, as a feed- forward controller and the second as a feedback target impedance. Another impedance system, apply- ing a hybrid position/force control, is proposed by Ha et al. 9. The first generation of robots was conceived as open loop positioning devices. This implied that all parts had to be manufactured with a very high 0926-5805/02/$ - see front matter D 2002 Elsevier Science B.V. All rights reserved. PII: S0926-5805(02)00088-2 * Corresponding author. E-mail address: mchimbigs.org.pl (E. Budny). URL: http:/www.imbigs.org.pl. Automation in Construction 12 (2003) 245254 and costly accuracy. Next, positioning robots, with sensors, reduced this accuracy requirement consider- ably. Here were several approaches, mentioned in above references, to extend the industrial robots capabilities to robotic excavator. Systems of force cells, longitudinal and angular sensors have been applied. However, two main differences between requirements for manufacturing robots and robotic excavators should be noted. The first difference is that manufacturing robots are working in almost perfect conditions, free of vibrations, protected against shocks, humidity, and other possible damag- ing conditions. The second difference is the require- ments for high accuracy of manufacturing robots, often within microns. On the contrary, robotic exca- vators are working in very difficult construction site conditions, and required accuracy of the executed trajectories, comparing with industrial robots, is limited, say within centimetres. With difficult con- ditions of excavations works, all sensors attached to the boom, arm, and bucket have to be very well protected. Bearing in mind the above differences, it would be of interest to investigate the possibilities of controlling excavation trajectory by a hydraulic module com- posed of a pump and load-independent valves. In other words, to investigate a system free of sensor cells mounted at the excavator attachment, combined with a feedback controller, included in the hydraulic unit of the machine. The main objective of the present paper is to extend the discussion, initiated by the authors 10, on the possibilities of applying load- independent valves installed inside of operator cabin only. Under this assumption, the system is free of sensors located on the excavator attachment. After discussing mathematical model of the system, pre- liminary experimental results are presented at the end of the paper. 2. Statement of the problem The paper deals with a controlled, stable motion of an excavator bucket along a prescribed path. The problem is based on previous authors theoretical investigations 4 of quasi-static, kinematically in- duced excavation processes for assumed trajectories. In this study, the following assumptions are made. . The excavator attachment is a planar mechanism, composed of a boom, an arm, and a bucket. Three, independently driven, hydraulic cylinders operate the system. They are assuring a unique representation of the three degrees of the planar bucket motion, two displacements and a rotation. . The excavation process, in the experiments per- formed,isassumedtobeslowenoughtoconsideritasa quasi-static one. Inertia terms in motion equations of attachment can be then neglected. Only spool of the servomechanism is assumed to move with accelera- tions, which cannot be neglected. . The force (pressure) disturbances are assumed to have sinusoidal form. The acceptable parameters of the sinusoid are defined from stability conditions of the system. . The soil is assumed homogeneous. Some small inclusions in the form of stones are acceptable. . The proposed control system of excavation is operator-assisted. It means that in a case of a larger obstacle, the operator has to intervene. . If successful, the proposed control setup could apply to standard excavators with the aim of enhance- ment of a large spectrum of human efforts in repetitive processes such as trenching and drilling. . The experiment is considered as a system com- posed of three subsystems, namely: microcomputer with PLC; hydraulic arrangement (a pump, valves, cylinders); and the mechanism with three degrees of freedom of the bucket. Next, the subsystems are considered as sets of components. In the first sub- system, the following components are recognised: personal computer with appropriate software, trans- forming introduced equations and inequalities of motion and trajectory planers into electric signal. The latter is send to a PLC unit, which in turn causes an electrical actuation of solenoid valves. Pressures from the solenoid valves are causing changes in spool positions, assuring assumed flow of the hydraulic oil into cylinders. The spool position, in turn, is con- verted through a transducer to an electric feedback signal sent to the solenoid valves. Opened spools are letting the hydraulic oil to flow into the third sub- system, namely cylinders of the excavator mechanism. Finally, the last subsystem is composed of three components: the hydraulic cylinders, the boom, the arm, and the bucket. With the motion of the excavator, arms and the bucket itself, the pressures in cylinders E. Budny et al. / Automation in Construction 12 (2003) 245254246 are changing. Information about these changes is sent to the second, hydraulic subsystem, where the feed- back signal corrects position of spools assuring the oil flow according to the designed trajectory. In the paper, transfer functions of all system components are investigated from the point of view of stability. The functions are defined theoretically, or numerically from diagrams presented in catalogues of hydraulic equipment. Joining all transfer function of particular component, the transfer function of the whole system is discussed from the point of view of performance under abrupt unit signal. Several experiments were performed, showing that it is possible to assure stable, assumed motion of the bucket. Among experiments, one was devoted to drill- ing. In other words, the kinematically induced trajec- tory was a straight, vertical line. Experimentally obtained line is presented in Refs. 6 and 10.Itis interesting to note that the variation of experimental line does not exceed 10 cm. 3. Three subsystems of the experimental setup The discussed system is divided in three sub- systems, namely: microcomputer, hydraulic valves, and excavator arms with a bucket. Below, they are discussed separately and then a joint control prob- lem is defined. 3.1. Microcomputer as a subsystem We start with defining a model of the end- effector (bucket, drill, hammer) motion. The end- effector, in its plane motion, has three degrees of freedom a j (j=1,2,3) (Fig. 1). They are rotations of the boom, of the arm, and of the effector. Denoting by x 1p , x 2p position of the end-effector tip, and by x 3 its rotation, the kinematics of the considered mechanism is represented by vector relation: x 1p x 2p x 3p 2 6 6 6 6 4 3 7 7 7 7 5 c 1 c 2 c 3 0 s 1 s 2 s 3 0 000a 3 2 6 6 6 6 4 3 7 7 7 7 5 C1 l 1 l 2 l 3 2 6 6 6 6 4 3 7 7 7 7 5 ; 1 where c j and s j denote cos a j and sin a j , respec- tively. In further considerations, the sub index p is omitted as the position of only one point is con- sidered. Velocity of the point P, v=v 1 , v 2 , v 3 T =x 1 ,x 2 , x 3 T is obtained by taking time derivative of Eq. (1), and by reducing 3C24 matrix to a 3C23 matrix: x v Aa Aw; 2 where A C0l 1 s 1 C0l 2 s 2 l 3 s 3 l 1 c 1 l 2 c 2 l 3 c 3 001 2 6 6 6 6 4 3 7 7 7 7 5 : 3 Taking inverse of A matrix equal to: A C01 l 2 c 2 l 1 c 1 0 C0l 2 s 2 C0l 1 s 1 0 l 2 l 3 f 23 l 1 l 3 f 13 l 1 l 2 f 12 2 6 6 6 6 4 3 7 7 7 7 5 C1 1 l 1 l 2 c 1 s 2 C0 s 1 c 2 4 with f ij =s i c j C0c i s j , we find the inverse kinematics, relating angular velocities of mechanism elements to the tip displacement vector w A C01 v: 5 Angular velocities x j , in turn, are dependent on the elongation velocities h i of hydraulic cylinders. This dependence has to be determined from geometrical relations between cylinder lengths, constant param- eters of attachment, and a j . We start with the first cylinder. From Fig. 2 we find coordinates of two cylinders hinges, A 1 and B 1 . They are: x 1A 1 a 0 ; x 2A 1 b 0 ; x 1B 1 b 1 c 1 a 1 s 1 ; x 2B 1 b 1 s 1 C0 a 1 c 1 : Taking h 2 1 x 1B 1 C0 x 1A 1 2 x 2B 1 C0 x 2A 2 2 ; E. Budny et al. / Automation in Construction 12 (2003) 245254 247 after transformation we obtain h 2 1 p 01 q 01 c 1 r 01 s 1 ; 6 where p 01 a 2 0 a 2 1 b 2 0 b 2 1 ; q 01 2a 1 b 0 C0 a 0 b 1 ; r 01 C02a 0 a 1 b 0 b 1 : Taking time derivative of Eq. (6) we find: h 1 C0q 01 s 1 r 01 c 1 2h 1 C1 x 1 G 111 2h 1 C1 x 1 : 7 Repeating the same consideration for the second cylinder length (Fig. 3) we obtain h 2 2 p 02 q 02 f 12 r 02 g 12 8 where p 02 a 2 2 a 2 3 b 2 2 b 2 3 ; q 02 C02a 2 a 3 b 2 b 3 ; r 02 2a 2 b 3 C0 b 2 a 3 ; Fig. 1. The mini-excavator considered. E. Budny et al. / Automation in Construction 12 (2003) 245254248 and f ij c i c j C0 s i s j ; g ij s i c j c i s j : 9 Taking again time derivatives of Eqs. (8) and (9), we arrive at h 2 C0q 02 g 12 r 02 f 12 2h 2 C1x 1 x 2 G 212 2h 2 C1x 1 x 2 : 10 An expression representing the length h 3 of the third cylinder is more complex, and requires intro- duction of an auxiliary variable a 4 (Fig. 4). With a new variable, there is a need to introduce an addi- tional relation. In this case, the relation joins varia- bles a 2 , a 3 ,anda 4 , through the condition that distance between B 3 and D 3 is constant and equal to b 7 . After some lengthy transformation, these relations take the following form: h 2 3 p 03 q 03 f 24 r 03 g 24 ; 11 b 2 7 p 04 q 04 f 23 r 04 g 23 q 05 f 24 r 05 g 24 ; 12 where p 03 a 2 4 a 2 5 a 2 7 b 2 4 b 2 5 b 4 b 5 ; q 03 C02a 7 a 4 C0 a 5 ; r 03 2a 7 b 4 C0 b 5 ; p 04 a 2 5 a 2 6 a 2 7 b 2 5 b 2 6 ; q 04 2b 5 b 6 C0 a 5 a 6 C0 a 6 a 7 ; r 04 C02a 5 b 6 a 6 b 5 ; q 05 2a 5 a 7 ; r 05 C02a 6 a 7 : Fig. 4. The length h 3 of the third cylinder. Fig. 2. The length h 1 of the first cylinder. Fig. 3. The length h 2 of the second cylinder. E. Budny et al. / Automation in Construction 12 (2003) 245254 249 Taking time derivative of Eq. (11) and recalling that a j =x j , the velocity h 3 can be presented as: h 3 C0q 03 g 24 r 03 f 24 2h 3 C1x 2 x 4 G 324 2h 3 C1x 2 x 4 13 The mentioned condition for b 7 in the form of Eq. (12) allows to find a 4 , and eliminates it from the other equations. Taking now time derivative of Eq. (12), we can express x 4 in terms of x 2 and x 3 x 4 C0 G 423 G 524 1 C18C19 C1 x 2 C0 G 423 G 524 C1 x 3 ; 14 where G 423 C0q 04 g 23 r 04 f 23 ; G 524 C0q 05 g 24 r 05 f 24 : Combining, now, together Eqs. (7), (10), (13), and (14) in a vector notation, we can write: h H C1w 15 with H 12 H 13 H 23 H 31 0; H 11 G 111 2h 1 ; H 12 H 22 G 212 2h 2 ; H 32 H 33 C0 G 324 G 423 2h 3 G 524 : The flow of the hydraulic fluid into jth cylinder, denoted by q j , is equal to h j S j , where S j is the cross- section area of the cylinder. With above notations, we can write the final relation between assumed velocity vector of the end-effector and flow vector q as q S C1H C1 A C01 C1v 16 where S is diagonal matrix with components S j (j=1, 2, 3). The flow (Eq. (16) is a calculated flow, which in our model is needed to move the end effector according to its assumed motion. In a real system, this amount of oil has to be supplied to real cylinders through valves. The latter must be then actuated by an electrical signal vector u. The relation of q j =q j (u j ) between this signal and oil flow is given by valve characteristic, which in general has the form presented in Fig. 5. The positive values of q j are related to the elongation of the cylinder. The negative ones are related to its shortening. The curve representing graphically q j (u j ) can be assumed to be represented by the following function: q j a 1 u C0 ba 3 u C0 b 3 a 5 u C0 b 5 ; 17 with constraints d imposed on maximum openings of the valve. Coefficients a 1 , a 2 , and a 3 can be deter- mined by fitting the function (17) at three points of the characteristic curve. In order to find electrical signal u j in terms of q j , we have to take the inverse of Eq. (17). In general, this can be achieved only through a numerical solution method. 3.2. Hydraulic valve subsystem (HVS) The calculated in microcomputer, reference elec- trical signal is now converted into real electrical signal, actuating the valve. In the problem discussed here, this is a load-independent, proportional valve PVG 32 by DanfossR. The discussed subsystem is presented in Fig. 6. Below, all of its parts and their transfer functions are discussed. Fig. 5. The oil flow q leaving the valve, as a function of u j . E. Budny et al. / Automation in Construction 12 (2003) 245254250 The difference between reference signal u j and u d , and a signal coming from the feedback, is actuating the controller. The controller in turn, is adjusting the pump pressure p p to a pressure p c needed for an adequate position of the spool. This adjustment is done by four solenoid valves. Denoting by capital letters the Laplace transforms, we find: U c sU j sC0U d sU j sC0H ud sC1Ds; 18 where D(s) is Laplace transform of spool displace- ment d; H ud is a transfer function between the spool displacement and feedback signal u d . The latter is obtained by a transducer, with constant multiplier, giving: H ud s U d s Ds K d : 19 The relation between U C entering the controller and p c leaving it is also constant: G pu s P c s U c s K c : 20 The pressure acting on the spool is causing its motion, defined by an equation for one degree of freedom, with a spring constant k s , spool mass m, damping coefficient c, and cross-section area on which the pressure is acting A s : m d c d k s d p c A s : 21 The transfer function between spool displacement d and pressure p c is then as follows s 2 m sc k s C1DsP c sC1A s : 22 Considering now Eqs. (18)(21), we obtain the rela- tion between the transformed output of spool displace- ment and transformed reference input of electrical signal: D j s A s C0 K c A s K c K d k s sc s 2 m C1 U j s; 23 or considering feedback electrical signal U jd , we have U jd s A s K c K d s 2 m sc A s K c K d k s ; 24 With a constant nominator and denominator, in the form of a second order polynomial, we can verify the performance of our control setup by assuming elec- trical signal equal to a unit step function u j tu ju t25 which implies an abrupt change in the cylinder length. Considering now Eqs. (24) and (25), carrying a partial fraction expansion, and taking inverse Laplace transforms, we find the error e(t) as a function of time: ete C0fx n t cosx d t fx n x d sinx d t C18C19 u jd t; 26 where 2fx n c m ; x 2 n A s K c K d k s m ; x d 1 C0 f 2 1=2 x n ; f 1 weak damping: Fig. 6. Hydraulic valve subsystem. E. Budny et al. / Automation in Construction 12 (2003) 245254 251 The relation (26) shows that the error asymptoti- cally tends to zero with the increase of time. 4. Experimental realization 4.1. The mini-excavator used for experiments The mini-excavator K-111 is used for experiments. It was assumed to minimize part replacements, in a serial machine, needed to perform the considered control. The main components in the hydraulic system to be replaced were valves. Moreover, the hydraulic cylinders are supplied with additional valves assuring required pressure. This ensures that unpredicted motion of the attachment is not taking place. The hydraulic load-independent valves used in this experi- ment were supplied by DanfossR. The transfer of information from a microcomputer to load-independ- ent hydraulic valves is conducted by a Controlled Area Network (CAN). After modification of the hydraulic system, the excavator can be controlled in two different ways. The first method consists in using joysticks mounted in the operator cab. This way, using a joystick, the operator can move the mechanism in an arbitrary position, and with desirable velocity. The second method consists of programming the bucket motion in a microcomputer. The information from it is then transformed in elongation rates of cylinders, and in the flow of the oil moving them. The latter is converted in an electrical signal send through CAN to load-independent valves. The organization of the electrical system for load-independent valves is shown in Fig. 7. The control algorithm is written in Borland Pas- cal and executed under MS Window 98 operating system. The CAN communication rate is assumed to be 250 kbit/s with sampling time between 0.5 and 2.0 s.Fig. 7. Hardware of the control subsystem. Fig. 8. Experimental results of vertical drilling. E. Budny et al. / Automation in Construction 12 (2003) 245254252 4.2. Experimental results To examine the performance of the proposed con- trol system, the above-mentioned mini excavator with three hydraulic cylinders and three degrees of freedom is used. An electro-hydraulic, load-independent, pro- portional valve controls separately each cylinder. Experiments were done in order to control the motion of the bucket tip along straight lines, a vertical one, and a horizontal one. As mentioned in Statement of the problem, the motion was controlled both in free space and soil box, filled with homogenous mildly humid sand. The experiments were performed with relatively small velocity of about 2 m/min. Trajectories obtained for drilling along a vertical line and the movement of the bucket