CN208088023U - A kind of bend integrated planar bearing-type rail - Google Patents
A kind of bend integrated planar bearing-type rail Download PDFInfo
- Publication number
- CN208088023U CN208088023U CN201820088375.1U CN201820088375U CN208088023U CN 208088023 U CN208088023 U CN 208088023U CN 201820088375 U CN201820088375 U CN 201820088375U CN 208088023 U CN208088023 U CN 208088023U
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- CN
- China
- Prior art keywords
- rail
- bearing
- train
- fixed frame
- plane
- 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
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- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000005096 rolling process Methods 0.000 abstract description 6
- 241001669679 Eleotris Species 0.000 abstract description 4
- 239000011150 reinforced concrete Substances 0.000 abstract description 4
- 230000006378 damage Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005119 centrifugation Methods 0.000 description 1
- 230000009194 climbing Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000010304 firing Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000010687 lubricating oil Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 238000004088 simulation Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Abstract
The utility model is related to a kind of bend integrated planar bearing-type rails, belong to traffic and transport field.The utility model is related to including rail, backing plate, reinforced concrete sleeper, railway spike, plane bearing, anti-creeping strut, railway roadbed, train, rail cavity, the parts such as bearing fixed frame, rail cavity is located at the side of rail racetrack portion contact train wheel wheel rim, bearing fixed frame is fixed in rail cavity, plane bearing is mounted on inside bearing fixed frame, its outside is contacted with train wheel wheel rim, the utility model optimizes existing rail, sliding friction of train when excessively curved is become into rolling friction, reduce the friction between train wheel and rail, improve the service life of railway, reduce train derailing probability, increased curved speed, improve train passage efficiency.
Description
Technical field
The utility model is related to a kind of bend integrated planar bearing-type rails, belong to traffic and transport field.
Background technology
Rail, i.e. railroad track, abbreviation rail, rail, track, initial track is concave shape, because this track can
To prevent wheel from skidding off, but be easy the upper stone of product, ickings, rail in a groove and be easy to damage, again adding below rail
Width causes the I-shaped as Chinese character, the track of this shape not only to stablize reliably, is in use to today always.
Between rail and Train Wheel exist friction, especially rail corner train by centrifugation force effect to the steel on rail
Rail causes huge active force, and rail damages rail under Train Wheel constantly friction, cumbersome which results in the later stage
Care and maintenance, gently then rail grinding, improves the plane of rail and vertical face, the even whole rail of heavy then removable parts rail.
Train is in corner because of the effect of centrifugal force, it may appear that and wheel rim climbs rail phenomenon, once excessive velocities cause the excessive wheel rim of centrifugal force
Rail will be climbed, train is caused to exceed the bounds, careless slightly car crash.And existing track is although also there is anti-creep rail structure, but effect
It is less desirable, have to reduce speed to reduce centrifugal force in corner, train operation can be caused inefficient in this way, speed
It crosses slow and serious to rail destruction.
Invention content
The technical problem to be solved by the present invention is to provide a kind of bend integrated planar bearing-type rail, purpose exists
In:The plane bearing that the rail head that train is integrated in turning on rail contacts side with train wheel is contacted with train wheel,
Plane bearing will in situ be rolled with train direction of advance, and the sliding friction between Train Wheel and rail is become rolling friction,
Reduce frictional force, by train move forward direction drive, reduce train it is excessively curved when centrifugal force, improve wheel rim and climb facing for rail
Boundary's speed, and then the mutual destruction between train and rail is reduced, while also improving curved speed.
The technical solution adopted in the utility model is:A kind of bend integrated planar bearing-type rail, including rail 1, backing plate
2, reinforced concrete sleeper 3, railway spike 4, plane bearing 5, anti-creeping strut 6, railway roadbed 7, train wheel 8, rail cavity 9, bearing fixed frame
10, rail cavity 9 is located at the side of 1 racetrack portion of rail contact 8 wheel rim of train wheel, and bearing fixed frame is fixed in rail cavity 9
10, plane bearing 5 is mounted on inside bearing fixed frame 10, and outside is contacted with 8 wheel rim of train wheel, about 10 bearing fixed frame
Both ends are equipped with bearing mounting hole, and plane bearing 5 includes mediate cylindrical and is connected to mediate cylindrical upper and lower side and has
Round and smooth lead angle, round and smooth lead angle outside are equipped with protruding shaft, and plane bearing 5 may be rotatably mounted at bearing by the protruding shaft of upper and lower ends and fix
In the mounting hole of 10 upper and lower ends of frame, the rotation direction of plane bearing 5 is that This train is bound for XXX, in a rail cavity 9 side by side between
Every installing multiple plane bearings 5.
The radius of the 5 round and smooth lead angle of plane bearing is 1mm, and angle is 45 °.
The plane bearing 5 is using traditional structure of steel product.
10 both sides of bearing fixed frame are equipped with buckle, and the corresponding position of rail cavity 9 is equipped with card slot, the company of buckle and card slot
It meets place and is equipped with spring leaf, spring leaf can be such that buckle is firmly installed in card slot, and play vibration proof.
The utility model has the beneficial effects that:
1, excessively curved speed of the train under identical road conditions is improved;
2, it improves train excessively curved wheel rim under identical road conditions and climbs the critical speed of rail, critical centrifugal force;
3, train safety excessively curved under identical road conditions, identical speed is improved.
4, plane bearing is simple in structure, not easily damaged, cheap, opens rail cavity in rail side, will directly design
Inside, plane bearing structure is convenient for changing and safeguards the structure assembly of plane bearing.
Description of the drawings
Fig. 1 is the overall structure figure of the utility model;
Fig. 2 is the rail rail cavity schematic diagram of the utility model;
Fig. 3 is plane bearing structure chart described in the utility model;
Fig. 4 is the structure chart that the utility model plane bearing is mounted in rail cavity;
Fig. 5 is the structure chart of the utility model plane bearing.
In figure respectively marked as:1- rail, 2- backing plates, 3- reinforced concrete sleepers, 4- railway spikes, 5- plane bearings, 6- anti-creeps
Support, 7- railway roadbeds, 8- train wheels, 9- rail cavities, 10- plane axis support frames.
Specific implementation mode
In the following with reference to the drawings and specific embodiments, the utility model is further described.
Embodiment 1:As shown in Figs. 1-5, a kind of bend integrated planar bearing-type rail, including rail 1, backing plate 2, reinforcing bar are mixed
Solidifying soil sleeper 3, railway spike 4, plane bearing 5, anti-creeping strut 6, railway roadbed 7, train wheel 8, rail cavity 9, bearing fixed frame 10, rail cavity
9 are located at the side of 1 racetrack portion of rail contact 8 wheel rim of train wheel, and bearing fixed frame 10, plane axis are fixed in rail cavity 9
It holds 5 to be mounted on inside bearing fixed frame 10, outside is contacted with 8 wheel rim of train wheel, and 10 upper and lower ends of bearing fixed frame are all provided with
There is a bearing mounting hole, plane bearing 5 includes mediate cylindrical and is connected to mediate cylindrical upper and lower side and has round and smooth lead angle,
Protruding shaft is equipped on the outside of round and smooth lead angle, plane bearing 5 may be rotatably mounted at about 10 bearing fixed frame by the protruding shaft of upper and lower ends
In the mounting hole at both ends, the rotation direction of plane bearing 5 is that This train is bound for XXX, and spacing side by side installation is more in a rail cavity 9
A plane bearing 5.
Further, the radius of the 5 round and smooth lead angle of plane bearing is 1mm, and angle is 45 °.
Further, the plane bearing 5 is using traditional structure of steel product.
Further, 10 both sides of bearing fixed frame are equipped with buckle, and the corresponding position of rail cavity 9 is equipped with card slot, buckle
It is equipped with spring leaf with the junction of card slot, spring leaf can be such that buckle is firmly installed in card slot, and play vibration proof.
In the utility model, rail cavity 9, bearing fixed frame 10, rail 1, backing plate 2, reinforced concrete sleeper 3, railway spike 4,
Anti-creeping strut 6, train wheel 8, is existing rail composition part at railway roadbed 7, and installation and connection relation between them are no longer specifically
It is bright.
Plane bearing is a kind of device cheap, simple in structure, stability is high, anti-pressure ability is strong, the utility model
Positive effect is also obtained using the rotary buffer road rail that plane bearing principle is made, this guardrail effectively prevents vehicle
The rollover phenomenon after guardrail is bumped against, sliding friction is converted to rolling friction, vehicle is driven to be moved along, reduces accident wound
Die rate.
Plane bearing 5 is common iron structure in the utility model, and every 1 meter is individual one section, on the rail head of rail 1
The rail cavity 9 opened is also 1 meter long, plane bearing 5 can just be integrated in the inside, can be directly by plane bearing 5 in repair
It removes, is replaced, polished or added lubricating oil.Rail cavity 9 is opened on the rail head of rail 1, carries out structural simulation, it is ensured that fluting
The strength and stiffness of steel-rail structure are not interfered with later, and plane bearing 5 is only integrated in the corner of rail 1, is ensureing work(in this way
Accomplish that cost is minimum in the case of capable of realizing, and plane bearing 5 is inherently cheap, common iron structure, rigidity, intensity are resistance to
With, it is not necessary to it replaces at any time.
The operation principle of the utility model is:Open a rail in the side that train wheel is contacted in 1 racetrack portion rail head of rail
Road chamber 9, bearing fixed frame 10 fix plane bearing 5, and plane bearing 5 is integrated in rail cavity 9, have using plane bearing 5
Train is oriented to the direction of train driving, is the principle of rolling friction after contact furthermore with plane bearing 5 by the effect of guiding
Reduce the loss to train wheel and rail.Become rolling friction from sliding friction when excessively curved so that wheel rim
Climbing the critical speed of rail becomes higher.Railway described in the utility model and existing railway are excessively curved under same uniform velocity, this reality
With novel safety higher, the utility model is related to this rail also can be excessively curved with higher speed, other conditions not
The operational efficiency that train is improved in the case of change, the economic value brought are also just very huge.
The theoretical foundation of the utility model is:From physically saying, train hit rail 1 described in the utility model when
Time will produce pressure, resistance, elastic force and frictional force:Train can be driven to enter rapidly in the rotation of the moment plane bearing 5 of shock
Firing angle degree is reduced, to reduce pressure between the two;Plane bearing 5 reduces the elastic force of vehicle, can buffer the speed of train
Degree;The longitudinal force of train becomes force of rolling friction simultaneously, and resistance becomes smaller so that the collision time of vehicle and guardrail shortens, and keeps away
Exempt from that second accident occurs.
Assuming that the weight of train be M, turning radius R, train curve speed be V, centrifugal force F,
, obtain
,
It can be seen that V reduces therewith when F reduces, the centrifugal force F of the utility model F smallers compared with the prior art, so
It can obtain the excessively curved speed higher of rail described in the utility model under identical centrifugal force F.
Assuming that the excessively curved speed of rail described in the utility model is 0.64 times of the excessively curved speed of existing rail.
When the centrifugal force of rail described in the utility model is identical with the centrifugal force of existing rail:
。
The excessively curved speed of rail described in the utility model is original 1.25 times, is not changing too many structure, Jin Jin
1 side of rail is slotted, and 25% speed is improved in the case of integrated planar bearing 5.
Online plane bearing 5 of finding is designed to that 1 meter is individual such structure according to described in the utility model,
Price is each in 10-12 members, if price is lower if a large amount of buyings, if it is action by government, can directly do factory's making, price
Lower, by taking time train of Kunming to Chengdu K854 as an example, mileage is 1133 kilometers, it is assumed that bend is the 20% of railway overall length, bend
Length is at 226.6 kilometers, and plane bearing 5 is calculated according to each 10 yuan needs 226.6 ten thousand yuan, and so low price can improve 25%
Speed, meaning is huge.
Above in association with attached drawing, the specific embodiments of the present invention are described in detail, but the utility model is not
It is limited to the above embodiment, within the knowledge of a person skilled in the art, this practicality can also be not being departed from
Various changes can be made under the premise of novel thought design and objective.
Claims (4)
1. a kind of bend integrated planar bearing-type rail, it is characterised in that:Including rail(1), backing plate(2), armored concrete rail
Pillow(3), railway spike(4), plane bearing(5), anti-creeping strut(6), railway roadbed(7), train wheel(8), rail cavity(9), bearing fixed frame
(10), rail cavity(9)It is located at rail(1)Racetrack portion contacts train wheel(8)The side of wheel rim, rail cavity(9)Inside it is fixed with
Bearing fixed frame(10), plane bearing(5)Mounted on bearing fixed frame(10)Inside, outside and train wheel(8)Wheel rim connects
It touches, bearing fixed frame(10)Upper and lower ends are equipped with bearing mounting hole, plane bearing(5)Including mediate cylindrical and it is separately connected
There is round and smooth lead angle in mediate cylindrical upper and lower side, protruding shaft, plane bearing are equipped on the outside of round and smooth lead angle(5)Pass through upper and lower ends
Protruding shaft may be rotatably mounted at bearing fixed frame(10)In the mounting hole of upper and lower ends, plane bearing(5)Rotation direction be train
Travel direction, a rail cavity(9)Middle spacing side by side installs multiple plane bearings(5).
2. a kind of bend integrated planar bearing-type rail according to claim 1, it is characterised in that:The plane bearing
(5)The radius of round and smooth lead angle is 1mm, and angle is 45 °.
3. a kind of bend integrated planar bearing-type rail according to claim 1, it is characterised in that:The plane bearing
(5)Using traditional structure of steel product.
4. a kind of bend integrated planar bearing-type rail according to claim 1, it is characterised in that:The bearing is fixed
Frame(10)Both sides are equipped with buckle, rail cavity(9)Corresponding position be equipped with card slot, buckle is equipped with spring leaf with the junction of card slot.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820088375.1U CN208088023U (en) | 2018-01-19 | 2018-01-19 | A kind of bend integrated planar bearing-type rail |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820088375.1U CN208088023U (en) | 2018-01-19 | 2018-01-19 | A kind of bend integrated planar bearing-type rail |
Publications (1)
Publication Number | Publication Date |
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CN208088023U true CN208088023U (en) | 2018-11-13 |
Family
ID=64065848
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201820088375.1U Expired - Fee Related CN208088023U (en) | 2018-01-19 | 2018-01-19 | A kind of bend integrated planar bearing-type rail |
Country Status (1)
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CN (1) | CN208088023U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110767013A (en) * | 2019-10-15 | 2020-02-07 | 东莞理工学院 | Rail transit fault diagnosis simulation experiment track device |
-
2018
- 2018-01-19 CN CN201820088375.1U patent/CN208088023U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110767013A (en) * | 2019-10-15 | 2020-02-07 | 东莞理工学院 | Rail transit fault diagnosis simulation experiment track device |
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Legal Events
Date | Code | Title | Description |
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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: 20181113 Termination date: 20200119 |