CN207314052U - Lateral stability type fixed structure for empty rail road - Google Patents
Lateral stability type fixed structure for empty rail road Download PDFInfo
- Publication number
- CN207314052U CN207314052U CN201721410034.3U CN201721410034U CN207314052U CN 207314052 U CN207314052 U CN 207314052U CN 201721410034 U CN201721410034 U CN 201721410034U CN 207314052 U CN207314052 U CN 207314052U
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- CN
- China
- Prior art keywords
- rail road
- lateral stability
- fixed structure
- type fixed
- empty rail
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Abstract
The utility model discloses the lateral stability type fixed structure for empty rail road, including matrix, the track of matrix bottom surface is suspended on, the upper surface of the track sets the first groove towards matrix, and the opposite sides face of first groove is disposed as intilted inclined-plane from top to bottom；Described matrix bottom is fixedly connected with installing plate, the installing plate is located in the first groove, the both side surface of installing plate is respectively facing two inclined-planes, and the both side surface of installing plate is respectively and fixedly provided with elastic component, the one end of the elastic component away from installing plate is fixedly connected with limited block, the limited block has surface with corresponding slopes which match, when elastic component in a free state, the limited block of both sides abuts on two inclined-planes respectively.The purpose of this utility model is to provide the lateral stability type fixed structure for empty rail road, to solve the problems, such as that the hollow rail road lateral stability of the prior art is insufficient, realizes the purpose for improving empty rail road lateral stability.
Description
Technical field
It the utility model is related to sky iron field, and in particular to the lateral stability type fixed structure for empty rail road.
Background technology
Empty iron, i.e. hanging type aerial monorail traffic system, it is different from subway and tramcar, the track of empty iron on the top,
It is suspended from a kind of track traffic run on overhead rail.Empty iron is a kind of new new energy public transport, and collection city is quick
The advantages of public transport (BRT) and subway, has alleviation traffic congestion, carrying is efficient, cost is low, the construction period is short, no
Take many merits such as parking lot, energy conservation and environmental protection.Empty iron is suspended from greatly the lower section that the municipal administration such as overhead, bridge is set, or repaiies
Build dedicated bearing substrate to be hung, therefore due to being both provided with support object above empty iron, empty rail road is in longitudinal direction
It is upper that there is preferable spacing and stability.But existing empty rail road for rocking in transverse direction or shake then resistance compared with
Difference, turn, lane-change when to be easy to cause passenger experience poor.
Utility model content
The purpose of this utility model is to provide the lateral stability type fixed structure for empty rail road, to solve existing skill
The problem of art hollow rail road lateral stability is insufficient, realizes the purpose for improving empty rail road lateral stability.
The utility model is achieved through the following technical solutions：
For the lateral stability type fixed structure in empty rail road, including matrix, the track of matrix bottom surface, the rail are suspended on
The upper surface in road sets the first groove towards matrix, and the opposite sides face of first groove is disposed as inside from top to bottom
Inclined inclined-plane；Described matrix bottom is fixedly connected with installing plate, and the installing plate is located in the first groove, the both sides table of installing plate
Face is respectively facing two inclined-planes, and the both side surface of installing plate is respectively and fixedly provided with elastic component, the elastic component away from installing plate one
End is fixedly connected with limited block, and the limited block has the surface with corresponding slopes which match, when elastic component is in free shape
During state, the limited block of both sides abuts on two inclined-planes respectively.
For the hollow rail road lateral stability of the prior art it is insufficient the problem of, the utility model proposes for empty rail road
Lateral stability type fixed structure, in matrix bottom surface suspended rail, wherein matrix is as overhead, bridge or exclusively for empty iron
The bearing structure built, the upper surface of track set the first groove towards matrix so that the installing plate position of base bottom
In in groove, by the elastic component of installing plate both sides, the limited block of both sides is abutted on two inclined-planes respectively.The setting on inclined-plane
The contact area between limited block and the first groove inner wall can greatly be improved, so as to improve power transmission efficiency, it is ensured that track
Stress rapidly and efficiently be transferred to limited block.Inclined-plane is arranged to intilted structure from top to bottom, so as to utilize limited block
The gravity of itself improves the interaction force between limited block and inclined-plane.During utility model works, when track is subject to horizontal stroke
To active force when, track once occur it is horizontal rock or shake, directly lateral displacement can be transferred on limited block, made
Limited block compression elastic piece is obtained, so as to quickly realize return using the reset capability of elastic component, realizing reduces vibrations with rocking
To the effect of track interference, so as to greatly improve the lateral stability in sky rail road.
Preferably, connected between the track and matrix by Bar Anchorage.Improve the integral firmness of the utility model.
Preferably, connected between the installing plate and matrix by Bar Anchorage.Improve the overall firm of the utility model
Property.
Preferably, direction of advance of the line between two inclined-planes perpendicular to track.The direction of advance of track, is sky iron
Direction of advance when orbiting.So that can be also transferred to track enterprising for the transverse shakiness in iron operational process of having leisure
Row weakens and offsets, and improves the lateral stability in empty iron operational process.
Preferably, the angle on the inclined-plane and vertical direction is 15~45 °.After angle is more than 45 °, track is to limited block
The component of active force in the horizontal direction is too small, can cause the effect of horizontal vibration damping quickly to reduce；When angle is less than 15 °, and meeting
Cause that weight component of the limited block on inclined-plane is excessive, is not easy to be promoted compression elastic piece.Therefore the angle in this programme is 15
~45 ° of value is preferred value range.
Preferably, the track lower end sets the second groove of the empty iron of suspension.Easily empty iron is connected by the second groove
It is connected on track and is run.
Preferably, second groove is the downward T-slot in open end.By T-slot easy to empty iron stabilization in track
Inside moved.
Preferably, the elastic component is spring.
Preferably, the surface that the limited block is connected with spring, is the plane perpendicular with axle of spring.Ensured with this
The elastic force of spring can farthest act on limited block surface, so as to provide reset and the damping capacity of maximum.
Preferably, the limited block is made by cemented carbide material.Ensure that limited block rubs with inclined-plane for a long time
It will not be damaged easily.
The utility model compared with prior art, has the following advantages and advantages：
The utility model is used for the lateral stability type fixed structure in empty rail road, when track is subject to horizontal active force,
Track once occur it is horizontal rock or shake, directly lateral displacement can be transferred on limited block so that limited block compresses
Elastic component, so as to quickly realize return using the reset capability of elastic component, realizing reduces vibrations with rocking to track interference
Effect, so as to greatly improve the lateral stability in sky rail road.
Brief description of the drawings
Attached drawing described herein is used for providing further understanding the utility model embodiment, forms the one of the application
Part, does not form the restriction to the utility model embodiment.In the accompanying drawings：
Fig. 1 is the structure diagram of the utility model specific embodiment.
Mark and corresponding parts title in attached drawing：
1- matrixes, 2- tracks, the first grooves of 3-, 4- inclined-planes, 5- installing plates, 6- elastic components, 7- limited blocks, 8- second are recessed
Groove.
Embodiment
For the purpose of this utility model, technical solution and advantage is more clearly understood, with reference to embodiment and attached drawing,
The utility model is described in further detail, and the exemplary embodiment and its explanation of the utility model are only used for explaining this
Utility model, is not intended to limit the scope of the present invention.
Embodiment 1：
The lateral stability type fixed structure for being used for empty rail road as shown in Figure 1, including matrix 1, are suspended on 1 bottom surface of matrix
Track 2, the upper surface of the track 2 sets the first groove 3 towards matrix 1, and the opposite sides face of first groove 3 is equal
It is arranged to intilted inclined-plane 4 from top to bottom；1 bottom of described matrix is fixedly connected with installing plate 5, and the installing plate 5 is positioned at the
In one groove 3, the both side surface of installing plate 5 is respectively facing two inclined-planes 4, and the both side surface of installing plate 5 is respectively and fixedly provided with elasticity
Part 6, the described one end of elastic component 6 away from installing plate 5 are fixedly connected with limited block 7, and the limited block 7 has and corresponding inclined-plane
4 surfaces to match, when elastic component 6 in a free state, the limited block 7 of both sides abuts on two inclined-planes 4 respectively.
Embodiment 2：
The lateral stability type fixed structure for being used for empty rail road as shown in Figure 1, on the basis of embodiment 1, the rail
Connected between road 2 and matrix 1 by Bar Anchorage.Connected between the installing plate 5 and matrix 1 by Bar Anchorage.Two tiltedly
The direction of advance of line between face 4 perpendicular to track 2.The angle on the inclined-plane 4 and vertical direction is 30 °.Under the track 2
End sets the second groove 8 described in the second groove 8 of the empty iron of suspension as the downward T-slot in open end.The elastic component 6 is spring.
The surface that the limited block 7 is connected with spring, is the plane perpendicular with axle of spring.The limited block 7 is by hard alloy
Material is made.
Above-described embodiment, the purpose of this utility model, technical solution and beneficial effect have been carried out into
One step describes in detail, it should be understood that the foregoing is merely specific embodiment of the present utility model, is not used to limit
Determine the scope of protection of the utility model, where within the spirit and principles of the present invention, any modification for being made, equally replace
Change, improve, should be included within the scope of protection of this utility model.
Claims (10)
1. for the lateral stability type fixed structure in empty rail road, including matrix (1), the track of matrix (1) bottom surface is suspended on
(2), it is characterised in that the upper surface of the track (2) sets the first groove (3) towards matrix (1), first groove
(3) opposite sides face is disposed as intilted inclined-plane (4) from top to bottom；Described matrix (1) bottom is fixedly connected with installation
Plate (5), the installing plate (5) are located in the first groove (3), and the both side surface of installing plate (5) is respectively facing two inclined-planes (4),
And the both side surface of installing plate (5) is respectively and fixedly provided with elastic component (6), the one end of the elastic component (6) away from installing plate (5), which is fixed, to be connected
Limited block (7) is connect, the limited block (7) has the surface to match with corresponding inclined-plane (4), when elastic component (6) is in certainly
During by state, the limited block (7) of both sides abuts on two inclined-planes (4) respectively.
2. the lateral stability type fixed structure according to claim 1 for being used for empty rail road, it is characterised in that the track
(2) it is connected between matrix (1) by Bar Anchorage.
3. the lateral stability type fixed structure according to claim 1 for being used for empty rail road, it is characterised in that the installation
It is connected between plate (5) and matrix (1) by Bar Anchorage.
4. the lateral stability type fixed structure according to claim 1 for being used for empty rail road, it is characterised in that two inclined-planes
(4) direction of advance of line between perpendicular to track (2).
5. the lateral stability type fixed structure according to claim 1 for being used for empty rail road, it is characterised in that the inclined-plane
(4) angle with vertical direction is 15~45 °.
6. the lateral stability type fixed structure according to claim 1 for being used for empty rail road, it is characterised in that the track
(2) lower end sets the second groove (8) of the empty iron of suspension.
7. the lateral stability type fixed structure according to claim 6 for being used for empty rail road, it is characterised in that described second
Groove (8) is the downward T-slot in open end.
8. the lateral stability type fixed structure according to claim 1 for being used for empty rail road, it is characterised in that the elasticity
Part (6) is spring.
9. the lateral stability type fixed structure according to claim 8 for being used for empty rail road, it is characterised in that described spacing
The surface that block (7) is connected with spring, is the plane perpendicular with axle of spring.
10. the lateral stability type fixed structure according to claim 1 for being used for empty rail road, it is characterised in that the limit
Position block (7) is made by cemented carbide material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721410034.3U CN207314052U (en) | 2017-10-27 | 2017-10-27 | Lateral stability type fixed structure for empty rail road |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721410034.3U CN207314052U (en) | 2017-10-27 | 2017-10-27 | Lateral stability type fixed structure for empty rail road |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207314052U true CN207314052U (en) | 2018-05-04 |
Family
ID=62379995
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721410034.3U Active CN207314052U (en) | 2017-10-27 | 2017-10-27 | Lateral stability type fixed structure for empty rail road |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207314052U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112499436A (en) * | 2020-12-11 | 2021-03-16 | 湖州职业技术学院 | Multi-degree-of-freedom weak connection node additionally provided with elevator steel shaft |
-
2017
- 2017-10-27 CN CN201721410034.3U patent/CN207314052U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112499436A (en) * | 2020-12-11 | 2021-03-16 | 湖州职业技术学院 | Multi-degree-of-freedom weak connection node additionally provided with elevator steel shaft |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20230505 Granted publication date: 20180504 |
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| PP01 | Preservation of patent right |