MY191562A - Lowly disposed line structure used in medium-low speed magnetic levitation traffic engineering fill section - Google Patents
Lowly disposed line structure used in medium-low speed magnetic levitation traffic engineering fill sectionInfo
- Publication number
- MY191562A MY191562A MYPI2017703137A MYPI2017703137A MY191562A MY 191562 A MY191562 A MY 191562A MY PI2017703137 A MYPI2017703137 A MY PI2017703137A MY PI2017703137 A MYPI2017703137 A MY PI2017703137A MY 191562 A MY191562 A MY 191562A
- Authority
- MY
- Malaysia
- Prior art keywords
- line structure
- medium
- low speed
- traffic engineering
- structure used
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2/00—General structure of permanent way
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B25/00—Tracks for special kinds of railways
- E01B25/30—Tracks for magnetic suspension or levitation vehicles
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
- Railway Tracks (AREA)
Abstract
A lowly disposed line structure used in a medium-low speed magnetic levitation traffic engineering fill section comprises multiple rail bearing beams (1), uniformly disposed in a forward direction of a line; a roadbed structure (2), located on a bottom of the rail bearing beams (1); and internode mistake-proof bedplates (3). The lowly disposed line structure can meet the requirements of stable operation of a magnetic-levitation train, has sufficient strength and deformation resistance capabilities, and can ensure long-term stability of a roadbed main body below the rail bearing beams in various natural environments. Most illustrative drawing: Figure 1
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520121789.6U CN204455725U (en) | 2015-03-02 | 2015-03-02 | A kind ofly put line construction for middle the low of low speed magnetic suspension traffic engineering embankment location |
CN201510092813.2A CN104695289B (en) | 2015-03-02 | 2015-03-02 | A kind of put line construction for middle the low of low speed magnetic suspension traffic engineering embankment location |
PCT/CN2015/095021 WO2016138776A1 (en) | 2015-03-02 | 2015-11-19 | Lowly disposed line structure used in medium-low speed magnetic levitation traffic engineering fill section |
Publications (1)
Publication Number | Publication Date |
---|---|
MY191562A true MY191562A (en) | 2022-06-30 |
Family
ID=56849208
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
MYPI2017703137A MY191562A (en) | 2015-03-02 | 2015-11-19 | Lowly disposed line structure used in medium-low speed magnetic levitation traffic engineering fill section |
Country Status (2)
Country | Link |
---|---|
MY (1) | MY191562A (en) |
WO (1) | WO2016138776A1 (en) |
Families Citing this family (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106283942B (en) * | 2016-09-15 | 2017-11-17 | 中铁第四勘察设计院集团有限公司 | Medium-and low-speed maglev traffic engineering two-wire embankment location pile foundation combined type support rail girder construction |
CN106283967B (en) * | 2016-09-15 | 2017-10-13 | 中铁第四勘察设计院集团有限公司 | Medium-and low-speed maglev two-wire embankment location pile foundation joist framing type support rail beam transition section structure |
CN106283938B (en) * | 2016-09-15 | 2017-11-17 | 中铁第四勘察设计院集团有限公司 | The compound framing type support rail girder construction of medium-and low-speed maglev two-wire excavation location pile foundation |
CN106283946B (en) * | 2016-09-15 | 2017-11-17 | 中铁第四勘察设计院集团有限公司 | The compound framing type support rail beam transition section structure of medium-and low-speed maglev two-wire excavation location pile foundation |
CN108951316B (en) * | 2018-06-22 | 2023-07-18 | 中铁二院工程集团有限责任公司 | Track telescopic adjusting structure of vibration reduction type magnetic levitation system |
CN109577110A (en) * | 2019-01-07 | 2019-04-05 | 中铁十九局集团第七工程有限公司 | A kind of railway bed and its construction method |
CN111058338A (en) * | 2019-12-25 | 2020-04-24 | 中国铁路设计集团有限公司 | Light roadbed structure of high-speed railway |
Family Cites Families (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3580398B2 (en) * | 1996-08-05 | 2004-10-20 | 鹿島建設株式会社 | Formwork device for constructing the ground coil supporting side wall of the magnetic levitation railway |
CN100473781C (en) * | 2006-06-13 | 2009-04-01 | 上海市隧道工程轨道交通设计研究院 | Installing method for rail beam structure of magnetic suspension tunnel shoreside section |
CN1916277A (en) * | 2006-09-07 | 2007-02-21 | 铁道第二勘察设计院 | Track base without broken stones, and building method |
CN204455725U (en) * | 2015-03-02 | 2015-07-08 | 中铁第四勘察设计院集团有限公司 | A kind ofly put line construction for middle the low of low speed magnetic suspension traffic engineering embankment location |
CN104695289B (en) * | 2015-03-02 | 2016-06-15 | 中铁第四勘察设计院集团有限公司 | A kind of put line construction for middle the low of low speed magnetic suspension traffic engineering embankment location |
-
2015
- 2015-11-19 WO PCT/CN2015/095021 patent/WO2016138776A1/en active Application Filing
- 2015-11-19 MY MYPI2017703137A patent/MY191562A/en unknown
Also Published As
Publication number | Publication date |
---|---|
WO2016138776A1 (en) | 2016-09-09 |
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