Double buffers system for the improvement of railway vehicles behaviour in curves.
Otlacan, Dimitrie ; Duma, Virgil-Florin ; Kaposta, Iosif 等
1. INTRODUCTION
The joined commissions of experts ORE (ERRI) B12-B36, has
recommended (ORE, 1990) the following: 1) to reduce the dynamic
elongation efforts, especially at heavy load trains; 2) to diminish from
2000 kN to 1200-1500 kN the compression efforts provided when testing
nowadays wagons; 3) to decrease the load of the wagons, a goal that may
be reached if: 4) a general use of the hydrodynamic buffers would be
achieved; 5) the characteristic of the buffers has to take into account
the difference between wagons in the period of testing and those in the
period of work (it suggests the use in the shock absorbers with a
pneumatic switcher from the second pneumatic link).
[FIGURE 1 OMITTED]
The following conclusions were drawn: 6) the forward increase of
the maximum weight and volume of the wagons; 7) the increase of the
velocities of the trains; 8) the improvement of the protection of the
transported freight, by using long displacement buffers; 9) the decrease
of the prices and of the repairs costs; 10) the increase of the total
transport distance of the wagons for different items from 100,000 km,
nowadays, to 200,000 km, in the future; 11) the conversion (UIC, 1998)
to the automatic couple can be done only if a substantial decrease of
the costs (from 15.000 DM to 10.000 DM / vehicle) can be achieved; 12)
in order to provide the safe pass through curves with a radius <150
m, it is necessary to consider special measures in order to obtain
decreased forces between the buffers and the linking system.
2. DEVELOPED SYSTEM: CONSTRUCTION AND CHARACTERISTICS
Recent concerns of the UIC are towards all the aspects related to
the construction and use of the wagons, and buffers (Dixon, 1998) are
included--regarding the necessity to protect the load and/or the
structure of the wagons (UIC 1990, 1998), and the transversal forces
generated when passing through curves, forces that have a certain
influence on the safety of the transports (ORE 1988, 1989, 1991). The
importance of solving these problems are proved by the number of studies
developed (ORE 1995a, b, c) or undergoing at ORE.
In order to meet the present and also future requirements regarding
the buffers, we have conceived a buffer (Otlacan, 1999) able to satisfy
all the specified conditions, performing a development of the
hydrostatic technology (Otlacan 2007).The constructive solutions we have
developed (Otlacan, 2009) has the purpose of reducing the transversal
forces when the wagons pass through the curves.
This was achieved through the hydraulic linking of the compressible fluids from the buffers from the same end of the railway vehicles, as in
figure 1. In the situation when the wagons pass through curves, with
regard to the radius of the curve and to the characteristics of the
wagon, the buffers from but one side of the wagon (the one on the side
of the curve) is compressed, and the buffers in the linking system is
elongated. In the 32th Report of the experts Commission B36 of ORE, a
method of calculus of the total deformations of the spring of the
buffers system and of the elongation spring when passing through curves
was provided. By example, when passing through curves with a radius of
150 m of wagons on bogies with a length over the buffers of 19.4 m, the
entire deformation of the springs is equal to 113.5 mm.
[FIGURE 2 OMITTED]
[FIGURE 3 OMITTED]
In figure 2, the forces that appear when passing through curves
with a 150 m radius are presented, when the dimension between the
centers of the buffers is 19.4 m, for several types of buffers.
According to the calculus, the summed deformation of the two springs
(including the one of the tensile apparatus) is 113.5 mm. According to
UIC 520, the maximum force allowed between the two buffers in order pass
safely through curves is equal to 250 kN.
In the case of the system presented in figure 1, when both buffers
are compressed, they behave as if they were not linked, while in the
case when a single buffer is compressed, at the same deformation, a
force half of the previous one is obtained, because the volume of fluid
that is compressed is double. Their static diagram will be in this case
the improved one presented in figure 3.
3. CONCLUSIONS
The study performed demonstrates the superior characteristics of
our developed buffers and of this particular double-device assembly with
regard to existing solutions. Our on-going work addresses both the
further improvement of these systems and several other applications of
these shock absorbers and hydrostatic springs solutions, e.g. in road
transport.
4. REFERENCES
Dixon, J. (1998). The shock absorber handbook, Society of
Automotive Engineers, Warendale, Pa
ORE B51 RP 25 (1988). Study of feasibility of an automatic
draw-only coupler
ORE B36 Report 32 (1989). Characteristics of the buffing and draw
gear of wagons to ensure the safe running of long vehicles in
small-radius curves, Utrecht
ORE B12 RP 49 (1991). Calculus basics for drawing the graphs of the
UIC 530-2, Utrecht
ORE B51 RP 27 (1995a). Design and testing of new draw-gear for
wagons
ORE B51 RP 28 (1995b). Testing the life of hydrodynamic and
hydrostatic buffers
ORE B51 RP 29 (1995c). Effect of buffer plate shape on confort in
coaches
ORE DT 230/B12/B36 (1990). Advancements of the wagons construction
technique. Perspectives for the nearby future, Utrecht
Otlacan, D. (1999). Patent RO119142 (WO 03/067116; AU 2001/297520)
Otlacan D. et al (2007). Contributions to the improvement of the
dynamic characteristics of the hydrostatic springs, Proceedings of 18th
DAAAM International Symposium, Katalinic, B. (Ed.), pp 533 - 534, ISBN 3-901509-58-5, Zadar, October 2007, DAAAM International Vienna
Otlacan D. et al (2009). Contributions to the hydrostatic buffers
for railways vehicles, Proceedings of 20th DAAAM International
Symposium, Katalinic, B. (Ed.), ISBN 978-3901509-70-4, Vienna, November
2009, DAAAM International Vienna
UIC 577 (1990). Stress of the wagons, 1st Edition
UIC 526-1 (1998). Wagons. Buffers with a 105 mm displacement