CN207484187U - A kind of Novel sleeper pad - Google Patents

A kind of Novel sleeper pad Download PDF

Info

Publication number
CN207484187U
CN207484187U CN201721828898.7U CN201721828898U CN207484187U CN 207484187 U CN207484187 U CN 207484187U CN 201721828898 U CN201721828898 U CN 201721828898U CN 207484187 U CN207484187 U CN 207484187U
Authority
CN
China
Prior art keywords
sleeper pad
holdfast
sleeper
pad
novel
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
CN201721828898.7U
Other languages
Chinese (zh)
Inventor
肖敬存
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 CN201721828898.7U priority Critical patent/CN207484187U/en
Application granted granted Critical
Publication of CN207484187U publication Critical patent/CN207484187U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Railway Tracks (AREA)

Abstract

The utility model belongs to railway installation apparatus technical field, discloses a kind of Novel sleeper pad, is provided with rail cushion body, the evenly distributed equal-sized holdfast of several columns volume of the surface longitudinal of the rail cushion body.The Novel sleeper pad makes sleeper pad closely be connect with concrete, can solve the current caducous shortcoming of sleeper pad, increase embedment strength, be not easily disconnected from sleeper organic composite one, reach wear-resistant, extend maintenance period.The slope mill phenomenon of track is reduced, noise is reduced, improves the stability of operation, railway roadbed is made to keep full and is tamped.

Description

A kind of Novel sleeper pad
Technical field
The utility model belongs to railway installation apparatus technical field more particularly to a kind of Novel sleeper pad.
Background technology
At present, in China express railway and Line for Passenger Transportation transport routes, railroad track generally uses concrete sleeper.Coagulation Native sleeper has substantially met the needs of traffic condition, but from the point of view of use condition, also there is the followings for concrete sleeper Deficiency:
1. in long-term high-speed railway and Line for Passenger Transportation, railway concrete sleeper due to being impacted for a long time by heavy load, And the influence of many factors such as environmental change, the sleeper pad for being placed in concrete base easily comes off, so as to exacerbate sleeper Slope mill phenomenon, improve maintenance cost.
2. in the manufacturing process of concrete sleeper, because vibrations generate gas when sleeper pad is connect with concrete, there are rails Between bolster and concrete, make the two that cannot closely connect, so as to reduce the fatigue resistance of sleeper, shorten using the longevity Life.
In conclusion problem of the existing technology is:1. sleeper pad easily comes off, the slope mill phenomenon of sleeper is exacerbated, Improve maintenance cost;2. connecting not close between concrete and sleeper pad, the fatigue resistance of sleeper is reduced, shortening makes Use the service life.
This sleeper pad country is existing without similar identical product, and the utility model fills up the domestic series of products blank.
Utility model content
In view of the problems of the existing technology, the utility model provides a kind of Novel sleeper pad.
The utility model is realized in this way a kind of Novel sleeper pad is provided with rail cushion body, the rail cushion body The evenly distributed several columns volume equal-sized holdfast of surface longitudinal.Holdfast is effectively embedded into sleeper cement protective layer, is made Combine closely integral, will not fall off.
Further, the holdfast is two sharp ship anchor-shaped bulge-structures.
Further, the spacing of the holdfast be 35mm, holdfast level interval be 35mm, holdfast width be 7mm, the length of holdfast It spends for 12mm.
The advantages of the utility model and good effect are:The utility model makes sleeper pad closely be connect with concrete, can Solve the current caducous shortcoming of sleeper pad, increase embedment strength, be not easily disconnected from sleeper organic composite one, reach anti- Mill extends maintenance period.The slope mill phenomenon of track is reduced, noise is reduced, improves the stability of operation, makes railway roadbed holding full simultaneously It is tamped.By experiment, the railway ballast that the sleeper equipped with the sleeper pad can reduce nearly 1/3 is laid with, when extending railway ballast tamping cycle Between one times or more.It is more than half, 30 decibels of lower noise or more that the crushing phenomenon of railway ballast, which reduces, and the slope mill for effectively reducing rail is existing As etc..
Description of the drawings
Fig. 1 is the structure diagram for the Novel sleeper pad that the utility model embodiment provides;
Fig. 2 is the transverse sectional view for the Novel sleeper pad that the utility model embodiment provides;
Fig. 3 is the longitudinal sectional view for the Novel sleeper pad that the utility model embodiment provides;
In figure:1st, rail cushion body;2nd, holdfast.
Specific embodiment
For that can further appreciate that the invention, features and effects of the utility model, the following examples are hereby given, and coordinates Detailed description are as follows for attached drawing.
The structure of the utility model is explained in detail with reference to Fig. 1 to Fig. 3.
The Novel sleeper pad that the utility model embodiment provides is provided with rail cushion body 1, the table of the rail cushion body 1 The longitudinally evenly distributed several columns volume equal-sized holdfast 2 in face.
As the preferred embodiment of the utility model, the holdfast 2 is two sharp ship anchor-shaped bulge-structures.
As the preferred embodiment of the utility model, the spacing of the holdfast 2 is 35mm, and 2 level interval of holdfast is 35mm, 2 width of holdfast is 7mm, and the length of holdfast 2 is 12mm.
The operation principle of the utility model is:Evenly distributed holdfast 2 is increased when manufacturing between concrete Contact area, sleeper pad is made closely to link together with concrete;When manufacturing, connect between sleeper pad and concrete Railway roadbed is made to keep full due to vibrations when connecing and tamped.
The above is only the preferred embodiment to the utility model, and not the utility model is made in any form Limitation, it is every according to the technical essence of the utility model any simple modification made to the above embodiment, equivalent variations with Modification, belongs in the range of technical solutions of the utility model.

Claims (3)

1. a kind of Novel sleeper pad, which is characterized in that the Novel sleeper pad is provided with rail cushion body, the rail cushion body The evenly distributed several columns volume equal-sized holdfast of surface longitudinal.
2. Novel sleeper pad as described in claim 1, which is characterized in that the holdfast is two sharp ship anchor-shaped bulge-structures.
3. Novel sleeper pad as described in claim 1, which is characterized in that the spacing of the holdfast is 35mm, between holdfast level Away from for 35mm, holdfast width is 7mm, and the length of holdfast is 12mm.
CN201721828898.7U 2017-12-25 2017-12-25 A kind of Novel sleeper pad Expired - Fee Related CN207484187U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721828898.7U CN207484187U (en) 2017-12-25 2017-12-25 A kind of Novel sleeper pad

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721828898.7U CN207484187U (en) 2017-12-25 2017-12-25 A kind of Novel sleeper pad

Publications (1)

Publication Number Publication Date
CN207484187U true CN207484187U (en) 2018-06-12

Family

ID=62458227

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721828898.7U Expired - Fee Related CN207484187U (en) 2017-12-25 2017-12-25 A kind of Novel sleeper pad

Country Status (1)

Country Link
CN (1) CN207484187U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108660867A (en) * 2018-07-26 2018-10-16 铁科腾跃科技有限公司 A kind of compound type polyurethane sleeper pad and preparation method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108660867A (en) * 2018-07-26 2018-10-16 铁科腾跃科技有限公司 A kind of compound type polyurethane sleeper pad and preparation method thereof
CN108660867B (en) * 2018-07-26 2024-04-12 铁科腾跃科技有限公司 Composite polyurethane sleeper pad and preparation method thereof

Similar Documents

Publication Publication Date Title
PL1619305T3 (en) Track bed partly injected with foam and method for its production
CN107522429B (en) Prefabricated railway ballast-asphalt track and preparation method thereof
CN205134105U (en) Prefabricated framework of steel reinforcement elasticity sleeper
CN207484187U (en) A kind of Novel sleeper pad
CN201254679Y (en) Bolt pressure plate fixed type timber tie rail
CN200985476Y (en) Several types steel rail concrete sleeper and boltless fastener system
CN201172777Y (en) U-shaped steel sleeper for mine railway
CN204356596U (en) A kind of heavy haul railway sleeper compound backing plate
CN202913317U (en) New-type rail switch
CN209227291U (en) A kind of Novel steel sleeper
CN201794015U (en) Reinforced concrete railway level crossing for metallurgical enterprises
CN207452677U (en) A kind of railway and track traffic double-layer frame pier
CN203546516U (en) Longitudinal continuous limit ballastless track on steel truss girder bridge
CN205223745U (en) Railway sleeper plate
CN202202215U (en) Vibration damping type rail brace for railway track
CN211547092U (en) Self-adaptive ballast overturning sleeper
CN107460792A (en) A kind of clad steel sleeper
CN206127805U (en) Grade crossing high strength rubber pavement board
CN204251972U (en) A kind of High-strength concrete sleeper
RU110378U1 (en) SLEEPER
CN104631229A (en) Small-radius curve concrete sleeper component
EA200900195A1 (en) RAIL STRETCHING AND WINTER STRING
CN203393522U (en) Concrete sleeper with low section
CN205062588U (en) Tram is with keeping off shoulder buckle spare system to one side
CN204982561U (en) A cushion with have a tiny fragments of stone, coal, etc. track for having tiny fragments of stone, coal, etc. track sleeper

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20180612

Termination date: 20211225