CN2196637Y - Shock-absorption track - Google Patents

Shock-absorption track Download PDF

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Publication number
CN2196637Y
CN2196637Y CN 94201079 CN94201079U CN2196637Y CN 2196637 Y CN2196637 Y CN 2196637Y CN 94201079 CN94201079 CN 94201079 CN 94201079 U CN94201079 U CN 94201079U CN 2196637 Y CN2196637 Y CN 2196637Y
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CN
China
Prior art keywords
track
guide rail
wheels
shock
guide
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.)
Expired - Fee Related
Application number
CN 94201079
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Chinese (zh)
Inventor
吴大文
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Individual
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Individual
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Priority to CN 94201079 priority Critical patent/CN2196637Y/en
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Publication of CN2196637Y publication Critical patent/CN2196637Y/en
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Expired - Fee Related legal-status Critical Current

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Abstract

The utility model relates to the guide track manufacture technique, particularly a shock absorption track which comprises two or more than two guide tracks which are mutually connected. Gaps are arranged between two adjacent guide tracks. The utility model is characterized in that an included angle of the end surface of each guide track with the length direction is an acute angle; two adjacent end surfaces are mutually parallel. When wheels run to the joint gaps, the wheels and the surfaces of the guide tracks are still kept with contact sections, and empty gaps can not generated. The wheels can stably run to the other guide track from one guide track. The shock and the noises are mitigated. The utility model is helpful for enhancing the service life of the wheels and the life of carriers and track bases on the wheels.

Description

Shock-absorption track
The utility model relates to the guide rail manufacturing technology.
In the prior art, the track of long distance, for example railroad track all is to be spread by the guide rail connection of many fixed length not form, and in construction, considers this phenomenon of expanding with heat and contract with cold that occurs of material when variation of ambient temperature.Appropriate gap is left in the joint of common two guide rails, with the needs that are used to be out of shape.Because the both ends of the surface of every guide rail are vertical with its length direction, therefore its slot direction is parallel with the wheel axis direction, make the wheel of rolling vacancy occur with contacting of guide rail, so when wheel runs to this joint vacancy mouth, produce impact force, cause bigger vibrations and noise, also quickened the wearing and tearing of felly and the early stage damage of whole system simultaneously.
The purpose of this utility model is to overcome above deficiency, by improving slide rail connector structure, makes vehicle operating mild, reduces vibrations and noise.
The purpose of this utility model realizes in the following manner.
Shock-absorption track described in the utility model, include two or two tracks that are interconnected to form with upper rail, be reserved with the gap between two adjacent guide rails, it is characterized in that the end face of every guide rail and the angle of its length direction are acute angle, two adjacent end faces are parallel to each other.This improvement makes the gap direction of reserving between two guide rails and the angle of the wheel axis direction of rolling on guide rail be acute angle, when wheel runs to the place, play movement, wheel surface has remained with guide rail surface and has contacted partly, the vacancy mouth can not occur, thereby wheel is carried out the transition on another root guide rail reposefully from a guide rail.
In order to ensure eliminating the above vacancy mouth, the end face of every guide rail and the angle of its length direction can make one's options according to the width of guide rail surface and the size of gap width, can be determined by following formula particularly:
tga<b/δ,
In the formula, b is a guide rail upper surface plane width partly, and δ is the gap width that should reserve between two adjacent guide rails.
In the practical engineering application, its δ value can be found from interrelated data, or obtains with known design formulas.
Compared with prior art, the utility model has been eliminated the influence of guide clearance to the driving wheel effectively, vibrations have been alleviated widely, reduced noise, and owing to the impact that has alleviated wheel, reduce the wearing and tearing of wheel external surface, helped prolonging the life-span of wheel application life and whole system.On the other hand, the utility model is implemented simple, does not improve the original product cost.
Be further elaborated below by embodiment and accompanying drawing.
Fig. 1 is two I shape rail connecting interface schematic diagrames.Among the figure, the adjacent face of left rail (1) and right rail (2) is parallel to each other, and δ is the preset clearance width between two one steel rails, and b is a partly width of rail top surface plane.
Fig. 2 is the vertical view of Fig. 1.The α angle is the angle of rail end face and length direction among the figure.
When the utility model was used for general railroad track, its b=46mm was 40 ℃ and under the condition that minimum temperature is laid a railway track to the maximum in the temperature difference, gets δ=18mm according to interrelated data.Then the α angle can be chosen in 0 °<α<68 °.α=45 ° for example, angle is moderate, neither can influence the intensity of rail itself.And can eliminate vibrations and noise.

Claims (4)

1, a kind of Shock-absorption track, include two or two tracks that are interconnected to form with upper rail, be reserved with the gap between two adjacent guide rails, it is characterized in that the end face of every guide rail and the angle α of its length direction are acute angle, the end face of two adjacent guide rails is parallel to each other.
2, Shock-absorption track as claimed in claim 1 is characterized in that described angle α can determine by enough following formulas: tga<b/ δ, and b is the width (mm) of guide rail upper surface planar section in the formula, δ is the gap width of reserving between two adjacent guide rails (mm).
3, a kind of as the guide rail that constitutes Shock-absorption track, it is characterized in that the end face of every guide rail and the angle α of its length direction are acute angle.
4, guide rail as claimed in claim 3 is characterized in that described angle α can be determined by following formula: tga<b/ δ, in the formula, b is the width (mm) of guide rail upper surface planar section, δ be reserve between two adjacent guide rails between wide degree (mm).
CN 94201079 1994-01-11 1994-01-11 Shock-absorption track Expired - Fee Related CN2196637Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 94201079 CN2196637Y (en) 1994-01-11 1994-01-11 Shock-absorption track

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 94201079 CN2196637Y (en) 1994-01-11 1994-01-11 Shock-absorption track

Publications (1)

Publication Number Publication Date
CN2196637Y true CN2196637Y (en) 1995-05-10

Family

ID=33821249

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 94201079 Expired - Fee Related CN2196637Y (en) 1994-01-11 1994-01-11 Shock-absorption track

Country Status (1)

Country Link
CN (1) CN2196637Y (en)

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Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee