CN2542712Y - Damping railway rail - Google Patents

Damping railway rail Download PDF

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Publication number
CN2542712Y
CN2542712Y CN 02222382 CN02222382U CN2542712Y CN 2542712 Y CN2542712 Y CN 2542712Y CN 02222382 CN02222382 CN 02222382 CN 02222382 U CN02222382 U CN 02222382U CN 2542712 Y CN2542712 Y CN 2542712Y
Authority
CN
China
Prior art keywords
rail
length direction
adjacent
vertical
shrinkage joint
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 02222382
Other languages
Chinese (zh)
Inventor
张兆春
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to CN 02222382 priority Critical patent/CN2542712Y/en
Application granted granted Critical
Publication of CN2542712Y publication Critical patent/CN2542712Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a shock absorption railway rail which comprises two adjacent rails 1 and 5, a splice bar 2, a bolt 3 and a nut 4, and is characterized in that the length direction of the dilatation joint between the two adjacent rails 1 and 5 is not coincident with any vertical droop lines of the rail. When the wheel enters the dilatation joint between the two adjacent rails, the wheel is always contacted with the two rails, which avoids walking advancement, thus the vibration and the noise are reduced.

Description

The damping railway track
Technical field
The utility model relates to a kind of railway track, particularly a kind of damping railway track.
Background technology
Because steel expand with heat and contract with cold, per two one steel rail joints must be provided with the shrinkage joint on the railway, the length direction at railway track shrinkage joint is vertical with the vertical vertical line of rail at present, during train operation, wheel is crossed the shrinkage joint in the mode of striding, thereby produces vibrations, sends noise, this not only makes the occupant be fed up with, and also gives application life of train and end of rail and brings adverse effect.
Summary of the invention
The purpose of this utility model is to provide a kind of damping railway track with damping effect, and it can reduce the vibrations and the noise that are produced when wheel is crossed the shrinkage joint.
For achieving the above object, the utility model improves the rail stroke seam, this kind damping railway track is made up of two adjacent rail, splice bar, bolt, it is characterized in that: the shrinkage joint length direction that two adjacent track bonds form does not overlap with the arbitrary vertical vertical line of rail.
Shrinkage joint length direction and the vertical vertical line of rail that above-mentioned two adjacent track bonds form have angle, and angle is 30 degree-60 degree.
Because the length direction at shrinkage joint does not overlap with the vertical arbitrary vertical line of rail, when making wheel through the shrinkage joint, contacts with two rail all the time, has avoided the mode of striding to advance, thereby train vibrations and noise are reduced.The utility model is simple in structure, with low cost, be particularly suitable for existing railway transformation.
Description of drawings:
Below in conjunction with drawings and Examples the utility model is further described:
Fig. 1 is the front view of the utility model embodiment;
Fig. 2 is the vertical view of the utility model embodiment;
Fig. 3 is the A-A sectional view of Fig. 1.
The specific embodiment
Embodiment: as can be known referring to accompanying drawing, a kind of damping railway track, it comprises two adjacent rail 1,5, splice bar 2, bolt 3, nut 4 is characterized in that: the shrinkage joint length direction that two adjacent rail 1,5 butt joints form does not overlap with the arbitrary vertical vertical line of rail, the inclination certain angle, this angle is advisable with 30 degree-60 degree.
As shown in Figure 2, when wheel had entered shrinkage joint between two adjacent rail, wheel contacted all the time simultaneously with two rails, has avoided step type to advance, thereby has reduced vibrations and noise.
By Fig. 1, Fig. 3 as can be known, it is in full accord that the connection form of two adjacent rail and the splice bar 2 that is adopted, bolt 3, nut 4 and existing railway line are adopted, thereby, be convenient on existing railway line, apply.
When laying new line, with the end of rail cutting forming, disposable installing; Rectification is during existing line, can by described structure in pairs the prefabricated part of filling up two adjacent rail are respectively prescinded one section at seam crossing, then the prefabricated part of filling up is in pairs welded up and gets final product.

Claims (2)

1. a damping railway track is made up of two adjacent rail (1,5), splice bar (2), bolt (3), nut (4), it is characterized in that: the shrinkage joint length direction that two adjacent rail (1,5) butt joint forms does not overlap with the arbitrary vertical vertical line of rail.
2. damping railway track as claimed in claim 1 is characterized in that: shrinkage joint length direction and the vertical vertical line of rail that two adjacent rail (1,5) butt joint forms have angle, and angle is 30 degree-60 degree.
CN 02222382 2002-04-25 2002-04-25 Damping railway rail Expired - Fee Related CN2542712Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 02222382 CN2542712Y (en) 2002-04-25 2002-04-25 Damping railway rail

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 02222382 CN2542712Y (en) 2002-04-25 2002-04-25 Damping railway rail

Publications (1)

Publication Number Publication Date
CN2542712Y true CN2542712Y (en) 2003-04-02

Family

ID=33700308

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 02222382 Expired - Fee Related CN2542712Y (en) 2002-04-25 2002-04-25 Damping railway rail

Country Status (1)

Country Link
CN (1) CN2542712Y (en)

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Legal Events

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