CN201016200Y - Magnetic levitation orbit beam - Google Patents
Magnetic levitation orbit beam Download PDFInfo
- Publication number
- CN201016200Y CN201016200Y CNU2006200365675U CN200620036567U CN201016200Y CN 201016200 Y CN201016200 Y CN 201016200Y CN U2006200365675 U CNU2006200365675 U CN U2006200365675U CN 200620036567 U CN200620036567 U CN 200620036567U CN 201016200 Y CN201016200 Y CN 201016200Y
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- CN
- China
- Prior art keywords
- base plate
- web
- utility
- top board
- magnetic suspension
- 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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Abstract
The utility model provides a magnetic suspension railway beam which includes a top plate, a bottom plate and a web arranged between the top and the bottom plates, and is characterized in that the web is vertical or similarly vertical to the top and the bottom plates. The utility model reduces the used amount of the concrete materials and the cost in the production of the railway beam and the construction and is helpful for the concrete construction and the stable and safe transportation.
Description
Technical field:
The utility model is relevant with rail beam, and especially the magnetic suspension rail of using with magnetic suspension train is relevant.
Background technology:
Existing maglev guide way girder by top board, base plate, be positioned between top board, base plate and form with the web of top board, base plate oblique.The trapezoid cross section form is all adopted in rail beam web space.So have the following disadvantages:
1. owing to be the trapezoid cross section form, internal mold is difficult for supporting when construction, is difficult to the demoulding.
2. sectional area is relatively large, thereby causes the weight concrete of beam body unit length big, and it is big to consume material, and construction costs is higher relatively.
3. the external web of beam adopts the inclined-plane form, Beam transportation vehicle can't be passed through along beam surface safety when transportation beam body, thereby need to build the interim sidewalk of perforation in the bridge both sides, and construction costs improves greatly, and the land resources waste is serious.
The utility model content:
The purpose of this utility model is in order to overcome above deficiency, to provide a kind of and can reduce the concrete material consumption, reduce rail beam cost and construction costs, being beneficial to concrete construction, the stability that helps transporting and the magnetic suspension rail of safety.
The purpose of this utility model is achieved like this:
The utility model magnetic suspension rail comprises top board, base plate, is positioned at the web between top board, base plate, it is characterized in that web is vertical or approximately perpendicular to top board, base plate.
All-in-one-piece supporting seat is with it arranged at above-mentioned base plate bottom, can adopt the bearing of same specification according to actual needs.
The utility model has adopted with top board, base plate is vertical or approximately perpendicular web, becomes vertical web box girder structure, has following advantage:
1, under the condition that satisfies the rail beam functional performance, can reduce the concrete material consumption, reduce construction costs.
2, adopt vertical web, Beam transportation vehicle is when the rail beam, stability that helps transporting and safety.
3, adopt vertical web, the noise in the time of can reducing driving.
4, help concrete construction, can improve the external appearance quality of beam simultaneously.
5, owing to cancelled connector, greatly reduce the cost of rail beam.
Description of drawings:
Fig. 1 is the utility model structural representation.
Fig. 2 is another structural representation of the utility model.
The specific embodiment:
Embodiment 1:
Fig. 1 has provided present embodiment 1 magnetic suspension linear rail beam figure.Referring to Fig. 1, top board 1,2 of base plates have and top board 1, the base plate 2 vertical webs that connect as one 3.
Embodiment 2:
Fig. 2 has provided present embodiment 2 magnetic suspension curve track beam figure.Present embodiment 2 is basic same with embodiment 1, and not existing together is that all-in-one-piece supporting seat 4,5 with it is housed on the base plate 2.
Claims (2)
1. magnetic suspension rail comprises top board, base plate, is positioned at the web between top board, base plate, it is characterized in that web is vertical or approximately perpendicular to top board, base plate.
2. magnetic suspension rail as claimed in claim 1 is characterized in that all-in-one-piece supporting seat is with it arranged at the base plate bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200365675U CN201016200Y (en) | 2006-12-08 | 2006-12-08 | Magnetic levitation orbit beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2006200365675U CN201016200Y (en) | 2006-12-08 | 2006-12-08 | Magnetic levitation orbit beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201016200Y true CN201016200Y (en) | 2008-02-06 |
Family
ID=39056683
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2006200365675U Expired - Fee Related CN201016200Y (en) | 2006-12-08 | 2006-12-08 | Magnetic levitation orbit beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201016200Y (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787537A (en) * | 2012-09-03 | 2012-11-21 | 莱芜美澳冶金科技有限公司 | Track and manufacture and mounting method thereof |
| CN105568839A (en) * | 2015-12-17 | 2016-05-11 | 中铁第四勘察设计院集团有限公司 | Two-line rail girder of maglev rail-holding rail transit |
| CN105568838A (en) * | 2015-12-17 | 2016-05-11 | 中铁第四勘察设计院集团有限公司 | Two-line rail girder of maglev rail-holding rail transit |
| CN110205882A (en) * | 2019-07-12 | 2019-09-06 | 湖南磁浮技术研究中心有限公司 | A kind of medium-and low-speed maglev track structure |
| CN114427177A (en) * | 2022-02-24 | 2022-05-03 | 中铁第四勘察设计院集团有限公司 | Magnetic suspension track beam |
-
2006
- 2006-12-08 CN CNU2006200365675U patent/CN201016200Y/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102787537A (en) * | 2012-09-03 | 2012-11-21 | 莱芜美澳冶金科技有限公司 | Track and manufacture and mounting method thereof |
| CN105568839A (en) * | 2015-12-17 | 2016-05-11 | 中铁第四勘察设计院集团有限公司 | Two-line rail girder of maglev rail-holding rail transit |
| CN105568838A (en) * | 2015-12-17 | 2016-05-11 | 中铁第四勘察设计院集团有限公司 | Two-line rail girder of maglev rail-holding rail transit |
| CN110205882A (en) * | 2019-07-12 | 2019-09-06 | 湖南磁浮技术研究中心有限公司 | A kind of medium-and low-speed maglev track structure |
| CN110205882B (en) * | 2019-07-12 | 2024-06-11 | 湖南磁浮技术研究中心有限公司 | Medium-low speed magnetic levitation track structure |
| CN114427177A (en) * | 2022-02-24 | 2022-05-03 | 中铁第四勘察设计院集团有限公司 | Magnetic suspension track beam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080206 Termination date: 20151208 |
|
| EXPY | Termination of patent right or utility model |