EP1368539A1 - Guideway girder - Google Patents
Guideway girderInfo
- Publication number
- EP1368539A1 EP1368539A1 EP02729933A EP02729933A EP1368539A1 EP 1368539 A1 EP1368539 A1 EP 1368539A1 EP 02729933 A EP02729933 A EP 02729933A EP 02729933 A EP02729933 A EP 02729933A EP 1368539 A1 EP1368539 A1 EP 1368539A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- guideway
- girder
- section
- support section
- soundproofing
- 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.)
- Withdrawn
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
- E01B25/00—Tracks for special kinds of railways
- E01B25/30—Tracks for magnetic suspension or levitation vehicles
- E01B25/305—Rails or supporting constructions
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B19/00—Protection of permanent way against development of dust or against the effect of wind, sun, frost, or corrosion; Means to reduce development of noise
- E01B19/003—Means for reducing the development or propagation of noise
Definitions
- the invention relates to a guideway girder, in particular for a magnetic levitation railway, for forming a guideway through a plurality of girders which follow one another in the direction of travel, with at least one upper girder section, in particular an upper chord, possibly a lower girder section, in particular a lower chord and at least one below the upper girder section arranged support section, in particular a web.
- Noise and all kinds of noise are known to have a negative impact on the well-being of people exposed to these noises.
- Vehicle noise in particular is a major problem. It is known to block the noise emitted by the vehicle to the guideway girder - in addition to the driving noise generated directly by the vehicle, in particular engine noise - by soundproof walls arranged next to the route, in order to block e.g. to protect underlying residential buildings or natural areas.
- these soundproof walls are relatively complex and space-consuming to install. In addition, they often do not contribute to beautifying the route.
- Noise protection devices are not provided as standard for guideway girders with the features mentioned at the beginning. The problem of high noise emission from such carriers has so far not been recognized.
- This task is performed on the guideway girder of the type mentioned at the beginning. detached by at least one soundproofing element arranged in the area of the upper support section and / or the lower support section and / or the at least one support section.
- the invention also proposes the use of a flat soundproofing element for attachment to a guideway girder which is arranged or can be arranged essentially above ground.
- the advantages of the invention are, in particular, that the sound emitted by the vehicle to the guideway girder can be significantly reduced by attaching one or more soundproofing elements in the area of the upper girder section, an optionally present lower girder section and / or the at least one support section.
- one or more soundproofing elements in the area of the upper girder section, an optionally present lower girder section and / or the at least one support section.
- flat soundproofing elements cladding the support section (s) and / or support sections, which are preferably designed either as porous or open-pore absorbers or as plate resonators.
- the plates, foils, etc. with air gap in front of the corresponding section.
- the resonances occurring in the cavities lead to increased air vibrations and thus to the friction causing the sound absorption.
- Cavity resonators can also be used in which a narrow access opening leads to a cavity between the support section / support section and soundproofing element.
- the flow resistance required for sound absorption can
- the soundproofing elements can, for example, be formed in one layer or consist of several layers or structures. With suitable suitability, all known designs and materials come into question.
- noises from the vehicle itself can be kept away or dampened and thus noise pollution of the passengers can be avoided.
- these noises result in particular from air turbulences that arise between the vehicle and the guideway girder.
- motor and rolling noises from the wheel / rail contact are also be seen in the fact that noises from the vehicle itself can be kept away or dampened and thus noise pollution of the passengers can be avoided.
- the route can also be designed as a bivalent route on which, for example, both a magnetic levitation train and - with a much smaller track width - conventional trains can travel.
- the guideway girder - particularly when used for a magnetic levitation railway - has a hollow configuration in cross section.
- two opposite support sections or webs are preferably provided, which are connected to one another by means of the upper support section or upper belt.
- a lower support section or lower flange expediently closes the cavity at the bottom.
- the guideway girder In the case of, for example, relatively small curve radii, it is advisable for the guideway girder to have a full cross section, so that there is only one support section below the upper girder section. Soundproofing elements are then arranged on the support section on one or both sides, for example.
- the guideway girder is preferably mounted on one or more pillars embedded in the ground. This division allows a structurally favorable processing of the carrier during manufacture and a relatively simple one Installation at the construction site.
- the space below the guideway girder can also be used. In this case, the soundproofing elements mounted on the guideway girder high above the earth are relatively protected from unauthorized access, eg vandalism, by third parties.
- the individual guideway supports are preferably arranged one behind the other in such a way that the distance between the successive support sections is small or negligible. In extreme cases, this results in a continuous beam sequence, in which the support sections form a kind of wall in the direction of travel, in the area of which the soundproofing elements can be attached over a large area.
- One or more soundproofing elements are preferably arranged on the outside and / or — in the case of a cavity as described above — on the inside of the support sections, depending on the efficiency of the sound absorption.
- the sound emitted, for example, into the cavity is still partially radiated through the boundary walls into the outside environment. It can therefore make sense to provide the cavity with soundproofing elements from the inside and / or to attach these elements to the outside of the cavity walls.
- a sound absorption that is as effective as possible is beneficial if the at least one soundproofing element is essentially flat, since this allows the absorption area for the sound energy to be correspondingly large.
- the soundproofing elements are advantageously attached to free surfaces of the guideway sections. The soundproofing elements are therefore not embedded in the girder, but are placed flat on the guideway girder (or a layer on the guideway girder).
- the at least one soundproofing element has a plurality of angled surface sections.
- Such a design of the soundproofing elements can thus be adapted to the particular shape of the sections of the guideway girder to be covered and can be attached in particular to critical, high sound energy-emitting points.
- a guideway girder can have relatively large dimensions, it is advantageous for reasons of better manageability to arrange a plurality of smaller soundproofing elements next to one another in the direction of travel of the guideway.
- the soundproofing elements can preferably also be subjected to a further use, for example by attaching advertising elements, in particular advertising posters and / or neon signs.
- Figure 1 shows a track with a magnetic levitation train.
- Fig. 2 shows an alternative embodiment of a guideway girder in
- Fig. 3 is a perspective view of the guideway girder according to the
- FIG. 1 shows a cross section of a carriageway for a magnetic levitation railway 100.
- Beams 2, preferably of prestressed concrete, are fastened to pillars 5 on the construction site. Here, several beams 2 are placed one behind the other in the direction of travel of the carriageway.
- the end faces of the carrier 2 are arranged directly adjacent to each other.
- Connection brackets 1 of preferably steel are arranged at the same distance on the side of each support 2.
- Each connecting bracket 1 is welded or screwed to tie rods 6, which are embedded in the prestressed concrete of the beam 2.
- Each console 1 has a head plate 4, on which functional level supports 3 are attached to accommodate stator packs 9, for example.
- FIG. 2 and 3 show an alternative embodiment of a carrier 2 which has an upper carrier section 12 designed as an upper flange 12, two horizontally spaced side sections 13, 14 designed as webs 13, 14 and a lower carrier section 15 designed as a lower flange 15 ,
- the straps 12, 15 and webs 13, 14 delimit a cavity 16 with an almost rectangular cross section.
- the attachment of functional level carriers 3 to connection brackets 1 is essentially unchanged compared to the embodiment according to FIG. 1.
- flat noise protection elements 8 are arranged on the outside on the webs 13, 14 to reduce the noise resulting from the driving operation, which sound elements 8 can be designed as known sound absorbers, such as porous absorbers, plate resonators or cavity resonators.
- the soundproofing elements 8 shown in FIGS. 2 and 3 on the webs 13, 14 have two sections 8a, 8b which are angled with respect to one another and correspond to the configuration of the webs 13, 14 which widens downwards are adjusted.
- Several soundproofing elements 8 are arranged directly next to one another in the direction of travel.
- the magnetic levitation train 100 encompasses the connection brackets 1 and the functional level support 3 up to close to the webs 13, 14.
- the soundproofing elements 8 are not drawn up to the upper chord 12, but close off at the top below the magnetic levitation train 100 .
- flat soundproofing elements can also be attached to the web sections directly opposite the magnetic levitation railway 100, which may have a smaller diameter due to the space available.
- soundproofing elements 7 On the upward-facing side of the upper chord 12 there are also soundproofing elements 7 (omitted in FIG. 3), which preferably connect to one another in the direction of travel and take up almost the entire width of the upper chord 12.
- the height of the soundproofing elements 7 is expediently chosen so that there is no impairment of the functioning of the magnetic levitation train 100 during driving.
- the inner walls of the webs 13, 14, the upper flange 12 and / or the lower flange 15 are alternatively or additionally clad with soundproofing elements.
- the expediency of such a measure depends in particular on the sound energy radiated into the cavity 16.
- FIG. 1 For the sake of clarity, no soundproofing elements 7, 8 are shown in FIG. 1.
- the soundproofing elements 7, 8 according to the invention - in particular those on the upper side of the support 2 - also have the advantage that the support 2 is protected from direct sunlight and thereby a non-uniform heating related to the cross section of the support and an associated deformation of the support is reduced.
- the outer surfaces of the soundproofing elements 7, 8 can be used as advertising surfaces, which therefore advantageously have a double function.
Abstract
Description
Claims
Applications Claiming Priority (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE10111919A DE10111919A1 (en) | 2001-03-13 | 2001-03-13 | guideway beams |
DE10111919 | 2001-03-13 | ||
PCT/EP2002/001888 WO2002072957A1 (en) | 2001-03-13 | 2002-02-22 | Guideway girder |
Publications (1)
Publication Number | Publication Date |
---|---|
EP1368539A1 true EP1368539A1 (en) | 2003-12-10 |
Family
ID=7677209
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP02729933A Withdrawn EP1368539A1 (en) | 2001-03-13 | 2002-02-22 | Guideway girder |
Country Status (6)
Country | Link |
---|---|
US (1) | US20040118315A1 (en) |
EP (1) | EP1368539A1 (en) |
CA (1) | CA2440174A1 (en) |
DE (1) | DE10111919A1 (en) |
EA (1) | EA004698B1 (en) |
WO (1) | WO2002072957A1 (en) |
Families Citing this family (11)
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HUP0301989A3 (en) * | 2000-09-12 | 2004-03-01 | Boegl Max Bauunternehmung Gmbh | Travel way support |
DE112004000792D2 (en) * | 2003-05-21 | 2006-03-30 | Schierholz Translift Schweiz A | Rail arrangement, rail body and method for its production |
DE102006025014A1 (en) * | 2006-05-26 | 2007-11-29 | Max Bögl Bauunternehmung GmbH & Co. KG | Magnetic suspension railway track comprises rail sections mounted on support columns attached to base plate, resilient mountings being positioned between base plate and track bed |
DE102008005888A1 (en) * | 2008-01-22 | 2009-07-23 | Thyssenkrupp Transrapid Gmbh | maglev |
US7975620B2 (en) * | 2008-07-16 | 2011-07-12 | Thomas Pumpelly | Hybrid personal transit system |
US8783192B2 (en) * | 2011-12-06 | 2014-07-22 | Ronald H. Smith | Global rapid transit infrastructure using linear induction drive |
CN104562867B (en) * | 2013-10-28 | 2016-10-12 | 上海市环境科学研究院 | The sound absorption method of magnetic floating traffic line and sound absorber |
CN108474184B (en) * | 2015-11-10 | 2020-11-06 | 天铁公司 | Sectional track for magnetic levitation vehicles |
CN108203902A (en) * | 2018-02-11 | 2018-06-26 | 北京交通大学 | A kind of ∏ type rails suitable for magnetic floating traffic |
CN110145197A (en) * | 2019-06-11 | 2019-08-20 | 海盐博友五金制造有限责任公司 | A kind of garage door guide rail of high reliability long-life |
CN112853826A (en) * | 2021-01-14 | 2021-05-28 | 中铁工程设计咨询集团有限公司 | Straddle type single-rail steel-concrete combined rail beam box type girder assembling method |
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EP0770984A2 (en) * | 1995-10-23 | 1997-05-02 | KABUSHIKI KAISHA KOBE SEIKO SHO also known as Kobe Steel Ltd. | Vibration-damping section with sound absorbing material |
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-
2001
- 2001-03-13 DE DE10111919A patent/DE10111919A1/en not_active Withdrawn
-
2002
- 2002-02-22 EA EA200301002A patent/EA004698B1/en not_active IP Right Cessation
- 2002-02-22 CA CA002440174A patent/CA2440174A1/en not_active Abandoned
- 2002-02-22 US US10/469,491 patent/US20040118315A1/en not_active Abandoned
- 2002-02-22 WO PCT/EP2002/001888 patent/WO2002072957A1/en not_active Application Discontinuation
- 2002-02-22 EP EP02729933A patent/EP1368539A1/en not_active Withdrawn
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
FR2700787A1 (en) * | 1993-01-26 | 1994-07-29 | Soler Francis | Acoustical enclosure for vehicle roadway |
EP0770984A2 (en) * | 1995-10-23 | 1997-05-02 | KABUSHIKI KAISHA KOBE SEIKO SHO also known as Kobe Steel Ltd. | Vibration-damping section with sound absorbing material |
Non-Patent Citations (1)
Title |
---|
See also references of WO02072957A1 * |
Also Published As
Publication number | Publication date |
---|---|
WO2002072957A1 (en) | 2002-09-19 |
DE10111919A1 (en) | 2002-09-19 |
EA200301002A1 (en) | 2004-02-26 |
EA004698B1 (en) | 2004-06-24 |
US20040118315A1 (en) | 2004-06-24 |
CA2440174A1 (en) | 2002-09-19 |
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