1. Field of the Invention
The invention relates to a damping device, and more particularly to a damping device for a wedge of a wheel truck of a railroad freight car.
2. Description of the Related Art
As a critical part of a freight car, a typical wheel truck of a railroad freight car includes two side frame assemblies and a bolster assembly. Journal-box guides disposed on two ends of the side frame assembly are fixed on a front wheel pair and a rear wheel pair via roller bearing adapters and bearing assemblies, respectively. The bolster assembly has two ends, each of which is mounted in a central square hole of the side frame assembly via a spring suspension device. The spring suspension device is used to support the load of the bolster assembly and includes a bearing spring unit in the center and two frictional damping devices for a wedge on both sides.
The existing frictional damping device includes a wedge assembly and a damping spring assembly underneath the wedge assembly. A vertical primary friction surface and an inclined secondary friction surface of the wedge assembly are attached to a column surface of the side frame assembly and an inclined surface of the bolster assembly, respectively.
The wheel truck of a railroad freight car, as described above, is advantageous in its simple structure, uniform distribution of the load, low cost in production and maintenance. However, the connection between the bolster assembly and the side frame assembly is loose and the diamond resistant rigidity is low, which cannot resist the violent shaking between the bolster assembly and the side frame assembly. And when the wheel truck runs on a curved rail track, the attack angle between the wheel pairs and the rail enlarges, thereby resulting in damages on the wheel and the rail. Particularly, the wedge of the spring suspension device has a relative larger apex angle, that is, the angel between the secondary friction surface and a vertical plane is about 35-70°. Thus, the diamond resistant rigidity is highly limited. When the bolster assembly moves downwards relative to the side frame assembly, a vertical force component of a force from the inclined surface to the wedge is larger than a sum of vertical force components of the friction produced on the primary friction surface of the wedge and the friction produce on the secondary friction surface of the wedge, so that the wedge moves downwards, and the vertical distance between the bolster assembly and the side frame assembly becomes smaller, thereby resulting in relative rotation between the bolster assembly and the side frame assembly, as well as diamond deformation. In such a condition, the critical speed of the wheel truck is low, which limits the running speed and running performance of the freight car, and cannot meet the requirement of the speed-raising freight car.
To solve the above problems, the current speed-raising trains employs a cross supporting device between two side frame assembly or a spring plank for improving the diamond resistant rigidity of the conventional wheel truck. The problem is that, such a cross supporting device or spring plank has a complicated structure, heavy weight, and high production and maintenance costs. Thus, it is very significant to improve the diamond resistant rigidity of the conventional wheel truck and the dynamic performance of the trains.
In view of the above-described problems, it is one objective of the invention to provide a damping device that has a simple structure, low production and maintenance costs, superb dynamic performance for crossing curved tracks, and can meet high requirements of the diamond resistant rigidity for speed-raising trains.
To achieve the above objective, in accordance with one embodiment of the invention, there is provided a damping device comprising a wedge assembly and a damping spring assembly disposed underneath the wedge assembly. The wedge assembly comprises a wedge, a primary friction board disposed on a vertical surface of the wedge, and a secondary friction board disposed on an inclined surface of the wedge. The wedge assembly is provided with the following structure parameters: α=16-30°, and μ<tgα<μ+μ1. Of them, α represents an included angle between a friction surface of the secondary friction board and a vertical plane; μ represents a friction coefficient of the primary friction board; and μ1 represents a friction coefficient of the secondary friction board.
The included angle α of the wedge assembly is no more than 30°, which is much smaller than the conventional vertex angle of 35-70°, and meets the requirement that tgα<μ+μ1. Thus, when the bolster assembly moves in a horizontal direction relative to the side frame assembly, a downward vertical force component of a force exerted on the wedge assembly from the inclined surface of the bolster remains smaller than a sum of upward vertical force components of the friction produced on the primary friction board and the friction produced on the secondary friction board, so that the wedge assembly is prevented from moving downwards, relative rotation between the bolster assembly and the side frame assembly cannot occur, and a high diamond resistant rigidity is maintained between the bolster assembly and the side frame assembly. Supposing that, the angle α is too small and approximates to the friction angle of the primary friction board of the wedge assembly, the wedge assembly will be self-limited once the bolster assembly moves downwards relative to the side frame assembly, thereby lowering the dynamic performance of the wheel truck. Therefore, the lower bound of the angle α of the wedge assembly is designed as 16°, and μ<tgα, to make sure that the wedge assembly moves freely during the vertical movement of the bolster assembly, and the wheel truck has a good dynamic performance for crossing curved tracks.
In a class of this embodiment, a width of the wedge assembly is L=200-600 mm, which is at least 1.3 times longer than the width of the conventional wedge having a variable friction. The wedge having a variable friction herein means that a wedge is disposed on a damping spring which is arranged in a square hole in a center of a side frame, the damping friction exerted on the wedge changes in proportional to the variable vertical load exerted on the bolster assembly. Not only does the width design of the wedge assembly increase the length of the torque arm to resist the diamond deformation between the bolster assembly and the side frame assembly; but also it increases attached area between the primary friction board and the column surface of the side frame assembly, and between the secondary friction board and the inclined surface of the bolster assembly, so that the diamond resistant rigidity between the bolster assembly and the side frame assembly is further improved.
In a class of this embodiment, a mechanical property of the damping spring meets the following relation formula: K1×ctgα=K×C/2μ, in which, K1 represents a rigidity of the damping spring assembly; K represents a total rigidity of a spring suspension device; C represents a relative friction coefficient of the wheel truck and ranges from 0.05 to 0.15; and μ represents a friction coefficient of the primary friction board. As the rigidity K1 of the damping spring assembly is inversely proportional to ctgα of the wedge assembly, K1 can be adjusted according to the value of angle α, thereby maintaining a suitable friction damping force, and preventing frictions from being too large during movements in vertical and horizontal directions.
In a class of this embodiment, the secondary friction board is in connection with the inclined surface of the wedge via a spherical structure comprising a convex surface and a corresponding concave surface, which ensures good contact between the secondary friction board and the inclined surface of the bolster, as well as good contact between the primary friction board and the column surface. Thus, the reliability of the diamond resistance of the bolster assembly and the side frame assembly is highly improved, and at the same time, damages on the inclined surface of the bolster and the maintenance cost are largely decreased.
Advantages of the invention are summarized hereinbelow:
First of all, the wedge assembly of the damping device not only assures a free movement of the wedge assembly when the bolster moves in a vertical direction, but also prevents the wedge assembly from moving when the bolster moves in a horizontal direction. Thus, the wheel truck has an enough high diamond resistant rigidity and good dynamic performance even without a crossed supporting device or a spring plank. Furthermore, the design of the width of the wedge assembly which is 1.3 times longer than that of the conventional also improves the diamond resistant rigidity and the dynamic performance, thereby highly improving the critical speed of the freight car, the capacity of crossing curved tracks, and the running performance. Finally, the wheel truck has a simple structure, light weight, and low production and maintenance costs, which is applicable to the new railroad freight car having a running speed of 120 km/h, and meets the requirements of the diamond resistant rigidity for the speed-raising trains.
The invention is described hereinbelow with reference to the accompanying drawings, in which:
To further illustrate the invention, experiments detailing a damping device are described below. It should be noted that the following examples are intended to describe and not to limit the invention.
As shown in
As a supporting base, the wedge 1b is made of steel or iron to meet the required intensity and rigidity. Two secondary friction boards 1c, being made of modified nylon materials, are symmetrically disposed on the inclined surface of the wedge 1b. The connection between the secondary friction board 1c and the inclined surface of the wedge 1b is achieved by a spherical structure comprising a convex surface and a corresponding concave surface. As shown in
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It is also known from
The above damping device of the wheel truck of the freight car, has a high diamond resistant rigidity, high critical speed, and superb dynamic performance for crossing curved tracks, even without adopting a crossed supporting device or a spring plank. Thus, it is applicable to the new railroad freight car having a running speed of 120 km/h, and meets the requirement for speed-raising.
While particular embodiments of the invention have been shown and described, it will be obvious to those skilled in the art that changes and modifications may be made without departing from the invention in its broader aspects, and therefore, the aim in the appended claims is to cover all such changes and modifications as fall within the true spirit and scope of the invention.
Number | Date | Country | Kind |
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201010162237.1 | Apr 2010 | CN | national |
This application is a continuation-in-part of International Patent Application No. PCT/CN2010/079610 with an international filing date of Dec. 9, 2010, designating the United States, now pending, and further claims priority benefits to Chinese Patent Application No. 201010162237.1 filed Apr. 27, 2010. The contents of all of the aforementioned applications, including any intervening amendments thereto, are incorporated herein by reference. Inquiries from the public to applicants or assignees concerning this document or the related applications should be directed to: Matthias Scholl P. C., Attn.: Dr. Matthias Scholl Esq., 14781 Memorial Drive, Suite 1319, Houston, Tex. 77079.
Number | Date | Country | |
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Parent | PCT/CN2010/079610 | Dec 2010 | US |
Child | 13661030 | US |