Username Password
Forgot your password? Register
Contents >> Analysis and Design >> Systems of Hydro Mechanical Drives >> Hydro Mechanical Transmissions of the Jib Self-Propelled Cranes >> Traction-dynamic analysis of hydro mechanical transmissions of the jib self-propelled cranes KS-63 and KS-100

Systems of Hydro Mechanical Drives - Traction-dynamic analysis of transmissions of cranes KS-63 and KS-100

Traction-dynamic analysis of hydro mechanical transmissions
of the jib self-propelled cranes KS-63 and KS-100

The wide nomenclature of jib self-propelled cranes in a range of lift capacities from 25 up to 400 tons requires for their completion of a plenty of models of diesel engines.
With objective of unification, restriction of the nomenclature of engines the transmissions elements applied in cranes, maintenance of fuel profitability and an effective utilization of the installed power the search of various design-layout decisions [8 – 9] is conducted. One of the most perspective directions in this area is use of so-called power modules, each of which consists of a diesel engine, a hydraulic torque converter and a reduction gear of the pump drive, collected in one unit. If only one such module is installed on the chassis it is possible to drive either of the chassis mechanisms, or of the rotary part mechanisms. At installation on the chassis of two such modules for the chassis mechanisms their total power is used, for the rotary part mechanisms – power of one of them. Thus the total power of engines at use of two-modular structure of hydro mechanical transmission of crane is below about in 1.4 times for cranes carrying power 63 t and above.
Besides designs of rotary parts without own power-plants (this is one of traditional circuit diagrams) become essentially simpler, configuration and aesthetic forms of the crane improve. Instead of seven models of engines for all number of cranes it is possible to apply only three models of serially let out engines (power 132, 177, 235 kW) and four gearboxes for total input power 177, 264, 354, 470 kW. However the modular principle of creation of power-plants puts forward the certain number of questions, requiring detailed study on the basis of analytical and experimental researches (at installation of two power modules on a crane).
Major of them are:
– a maintenance of high traction-dynamic properties at movement on various transfers on a cross-country terrain and roads with various coverings;
– a minimal dynamic loads in elements of transmission at dispersal and braking;
– an effective utilization of positioning power of power-plants.
The decision of the above-listed problems is interfaced to the closer approach to overlapping characteristics of engines and hydraulic torque converters, a choice of parameters of system of a joint control of power-plants, to the account of possible circulation of power at availability of asymmetry of characteristics of power modules and separate branches of transmission.
With this objective the program DRIVE of the computer-aided dynamic calculation of hydro mechanical drives of any structure has been used [10].
The dynamic analysis of power modules of the specified cranes has originally been executed.


Fig. 1.

The rated diagram (Fig. 1, a) included two engines, two hydraulic torque converters, the general gearbox with the reduced load on its outlet axle. Such rated model allowed estimating:
– a fuel profitability and a stock of power of engines at the maximal resistance to movement of the machine,
– an efficiency of hydraulic torque converters and duration of their work in a stop mode,
– a degree of circulation of power in the power modules of transmission.
Rated oscillograms of transients in the power modules, arising at dispersal are resulted as an example on Fig. 1. Characteristics of engines (dependence of rotating moments on angular speeds) differ on 10% (Fig. 1, b). The same order mismatch has been given in characteristics of hydraulic torque converters (Fig. 1, c). Thus real conditions, in which actual characteristics of engines and hydraulic torque converters (dotted curves on Fig. 1) can differ from passport (continuous lines in the same place) on 5 % in this or that side were simulated. It can bring to the power circulation effect in power modules, as was observed, the truth, in an insignificant degree.
However at such statement of a problem it is impossible to estimate the effects connected with dynamics wheel propelling and elastic elements of transmission at dispersal and braking. At the same time traction-dynamic calculation of hydro mechanical transmissions is a necessary stage of creation of cranes on the chassis of the raised passableness.
With this objective rated diagrams of hydro mechanical transmissions of cranes KS-63 (Fig. 2) and KS-100 (Fig. 3), containing besides power-plants (Fig. 1, a) such elements, as elastic shafts, differentials, tires have been considered. In view of the specified characteristics (of frictional clutches, elastic properties of shaft, slipping of wheels, etc.) have been received fuller and more authentic dispersal characteristics of hydro mechanical transmissions of cranes at various road conditions.


Fig. 2.


Fig. 3.

Each of the rated circuit diagrams according to requirements of the program DRIVE is presented in the form of set of elements and connecting nodes and contains two diesel engines with centrifugal regulators (nodes 1-33 and 2-34), two hydraulic torque converters (nodes 3-5, 4-6), a gearbox (nodes 9-12-13-14-15-16-17-18-19-20-21), summarizing both of power streams, which outlet shafts (nodes 20 and 21) are connected through elastic shafts with wheel bridges. In the diagram of hydro mechanical transmission of crane KS-63 (the wheel formula 8х6) one interbridge differential (nodes 22-27-28) is available; in the diagram of hydro mechanical transmission of crane KS-100 (the wheel formula 10х8) two interbridge differentials (with nodes 22-27-28 and 23-35-36) are available. Each wheel bridge is represented on the diagrams in the form of an equivalent wheel with the double parameters (a moment of inertia, circular effort, rigidity, etc.).
Work of hydro mechanical transmission on I (V) transfer was simulated by inclusion of a friction clutch 15-17, on II (VI) transfer – inclusion of a friction clutch 14-16. Work of hydro mechanical transmission on different transfers (I and V, II and VI, etc.) was defined by the assignment of various transfer numbers of reducers of the gearbox.
Total of elements in the rated diagrams of hydro mechanical transmissions: 28 for crane KS-63, 31 – for crane KS-100. The order of mathematical model is accordingly 22 and 24.




Fig. 4.

As an example the rated oscillograms of transients in hydro mechanical transmission of crane KSH-63 at dispersal on I transfer and switching to II transfer are resulted on Fig. 4. Here it is designated: t – time, s; M – a moment, kN· m; ω – an angular speed, rad/s; v – speed of forward motion of the crane, m/s; R – a "wheel" (the wheel bridge) circular effort, kN; W – a road resistance, kN. As well as earlier, the index at a variable means number of node on the rated diagram in which this variable operates (ω1 – an angular speed in node 1, М16 – a moment in node 16, etc.).
Simulated dynamics of hydro mechanical transmission at dispersal on a wet ground on I to transfer on a bias 8°, with the subsequent switching to II transfer with overlapping on time 0.2 s (there is in view of an interval of time when the friction clutch I of transfer 15-17 will not open yet completely, and the friction clutch II of transfer 14-16 has already started to become isolated). It is possible to observe this effect on Fig. 4, a on a relative positioning of dependences of moment М17 (t) of friction clutch 15-17 and moment М16 (t) of friction clutch 14-16. As can be seen from Fig. 4, a, b, dispersal on I transfer at the specified road conditions lasts approximately 1.5 – 2 s and is characterized by peak values of moments М17, М5 and М6 at t ≈ 0.6 s. However these processes quickly fade and by the time t = 2 s about all phase variables become practically constants – there comes a stationary mode of movement on I transfer. At switching on II transfer dynamics of phase variables is observed again. Especially obviously it is shown at a moment of a friction clutch of II transfer (М16) and moments of turbine wheels of hydraulic torque converters (М5 and М6). At the same time dynamics of moments on diesel engines shafts (М1 and М2) is insignificant and carries almost aperiodic character with fast transition in statics.
Transients of variation of circular traction efforts R26, R31, R32 have similar character. It is clearly visible, that at switching on II transfer there is a stop of the crane (speed v25 reduces to zero), because total traction effort R26 + R31 + R32 = 80 kN becomes insufficient for overcoming total resistance W ≈ 120 kN (movement resistance makes ~52 kN, resistance from a bias 8° is approximately equal 68 kN). It is necessary to note, that as a result of non-uniform weight distribution on axes traction efforts of wheel bridges R26, R31, R32 essentially differ (in a stationary mode in ~1.5 times).
On each machine the set of such calculations in which the values has been varied: switching of transfers, a bias of road, a type of a road covering, overlapping on time of inclusion-shutdown of friction clutches of gearbox, as well as deviations of «actual» characteristics of a diesel engine and a pump wheel of the hydraulic torque converter from their passport characteristics in that and other side (up to 5%), and a deviation of characteristics of a diesel engine and the appropriating hydraulic torque converter were taken with different signs.
The executed on mathematical models analysis of two-modular system of a drive in view of 5% deviations from nominal characteristics of diesel engines and hydraulic torque converters, elastic properties of elements of transmission, tires, various factors of grip of the weel, various time of overlapping of friction clutches of gearbox, in conditions of movement on limiting biases and dispersal on horizontal sites of roads, at association of streams of power of two power modules has shown:
– the two-motor system of a drive of the cranes 63 and 100 t (with the wheel formulae accordingly 8х6 and 10х8) provides with carrying power takeoff and dispersal of crane on I transfer at extreme conditions of movement (rising on a wet ground at a bias 8°);
– switching in these conditions on II transfer leads to latching of turbine wheels of hydraulic torque converters and proslipping of friction clutches with transition to a reversible mode owing to shortage of installed power; diesel engines thus work in a mode close to flameout;
– at movement on dry asphalt on a horizontal site of road dispersal of the crane on V transfer and switching on VI – the accelerated transfer are provided that testifies to high dynamic qualities of the drive; however speeds of movement of cranes KS-63 and KS -100 at transition from V transfer to VI transfer change differently: the crane KS-63 speed practically does not change, and the crane KS-100 speed increases in 1.5 times that speaks a different level of specific power and work on various working zones of external characteristics of hydraulic torque converters.
The analysis of dynamic loads in elements of transmission has allowed establishing an optimum value of overlapping on time of inclusion of friction clutches of gearbox. For cranes KS-63 and KS -100 it makes 0.3 s. Transients on circular efforts of wheels and moments of pump wheels of hydraulic torque converters in this case become aperiodic, while for other values of overlapping (0.1, 0.2, 0.4 s) oscillatory processes with significant amplitudes take place.
The comparative analysis of traditional single-motor system of a drive with the two-modular circuit diagram has shown, that fuel profitability of the last a little bit above. So, in the established mode on I transfer the difference in values of specific fuel consumption makes 5-9%.
Carrying out of such calculations provides the foundation for the alternative analysis necessary at creation of new drives and transmissions, for example, with two modular structure of a drive, and allows estimating correctness schematic decisions at design of hydro mechanical transmission, to choose its basic elements and to develop on this basis specific requirements to a control system.

Home | Privacy | Terms of use | Links | Contact us
© Dr. Yury Berengard. 2010 - 2017.
Last updated: April 30, 2015.