WO1997045592A1 - Schallschutzeinrichtung für gleise - Google Patents
Schallschutzeinrichtung für gleise Download PDFInfo
- Publication number
- WO1997045592A1 WO1997045592A1 PCT/AT1997/000109 AT9700109W WO9745592A1 WO 1997045592 A1 WO1997045592 A1 WO 1997045592A1 AT 9700109 W AT9700109 W AT 9700109W WO 9745592 A1 WO9745592 A1 WO 9745592A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- plate
- plates
- partial
- soundproofing device
- support sections
- 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.)
- Ceased
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
- 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 soundproofing device for tracks, with sound-absorbing plates mounted on the rails of the track, which are supported on the rails by elastic profiles, the plates arranged between the rails cantilevering the space between the rails. Furthermore, the invention relates to sound-absorbing panels for such a soundproofing device.
- the plates arranged between the rails of the track consist of three layers or layers which are supported by elastic profiles on the rail foot, web and on the underside.
- the upper layer consists of steel wire fabric that can be walked on, the edge of which is glued, welded or vulcanized into the profile.
- the middle layer is designed as a sound absorption layer and consists of glass wool or rock wool. This sound absorption layer lies on the lower layer, which is designed as a perforated wall or grate and is supported in a recess in the profile in the region of the rail foot.
- the panels are also arranged on the outside of the rail and angled upward at the ends in order to form a lateral soundproofing wall.
- Such mineral wool panels have adequate sound absorption at high frequencies, but have inadequate sound absorption at low frequencies.
- a further disadvantage of this construction is that the walkable perforated wall made of steel wire mesh can detach itself from its anchoring in the profiles at higher and repeated loads, so that the sound absorption layer underneath can be damaged.
- the dust penetrating through the perforated wall can be deposited on the upper side of the sound absorption layer and thus the sound damping effect can deteriorate increasingly.
- the invention has for its object to provide a soundproofing device for tracks with sound-absorbing plates, which has good sound absorption or damping over the entire frequency range essential for the sound level of rail traffic, with a permanent mechanical Strength of the device should be guaranteed.
- the soundproofing device of the type mentioned at the outset in that the plates consist of particles of porous lightweight construction material which are joined together with a binder, and in that the plates have embedded reinforcement and are arranged uncovered.
- the airborne noise emanating in particular from the wheels of a rail vehicle and from the rails is absorbed on the surface of the plates by the pores of the particles and can also be selected if a structure is left that leaves fine spaces between the particles, via spaces or channels between the particles penetrate deeper into the plate to gradually be completely dampened there.
- the reinforcement of the panels also ensures that they can be walked on.
- the top of the plates is structured, and even better results can be achieved if the structuring is irregular.
- the top of the plates is preferably provided with ribs running parallel to the rails, which results in structuring that is simple to construct.
- the ribs have a trapezoidal cross-section, since this makes it easier to absorb obliquely incident sound waves.
- the wall of the cavity resonators and their sound openings are provided with a sound-absorbing structure, and / or if the wall of the cavity resonators and their tubular sound openings are provided with a sound-absorbing layer are provided.
- the cavities forming the cavity resonators are designed to be open at the bottom and are covered with a lower plate.
- the cavities forming the cavity resonators are designed to be open at the bottom and form a resonance cavity together with the track bedding.
- the damped resonance frequency of the cavity resonators is within a frequency range from 150 to 1000 Hz, preferably between 500 and 1000 Hz.
- a special embodiment is also provided in which the installation and removal of the plates to be provided between the two rails of a track can be accomplished in a very simple manner.
- This embodiment of the soundproofing device is characterized in that the space lying between the two rails of a track is bridged with partial plates arranged in pairs, each of which engages with at least one supporting rib in the link chambers of the rails, the partial plates of each pair of plates at their mutually facing edges are supported on one another and in this case support sections and support sections are provided alternately in a meandering manner on each section plate along the edge facing the other section plate, the support sections being formed by depressions extending from the top of the plate and facing the other section plate and under the support sections from the underside of the plate, upward depressions are formed, which are complementary to the depressions of the support sections, and the support sections of a partial plate on the support sections the other partial plate and the support sections of the other partial plate rest on the supporting sections of the one partial plate.
- the zones of the partial plates of each pair of plates to be joined in an articulated manner can simply be plugged together when the partial plates are unfolded, after which the partial plates can be inserted between the rails without problems by leveling the pair of plates, and the partial plates also become Loads not pushed apart.
- a preferred type of the last-mentioned embodiment which is characterized in that projections and recesses shaped complementarily to the projections, into which the projections engage, are provided on those surfaces on which the partial plates of a pair of plates abut one another, for mutual locking of the partial plates, offers the advantage that the cohesion of the partial plates of a pair of plates is ensured even over very long periods of time even when unfavorable vibrations act on the partial plates.
- Such a crowning can be formed on a partial plate by a surface section which extends from the edge facing the other partial plate of the pair of plates and extends away from the underside of the plate, and a subsequent surface section which approaches the underside of the plate. If one wishes to additionally provide a latching in such a configuration of the partial plates, it is advantageous if they are designed in such a way that projections pointing downward are provided on the end edges of the supporting sections and recesses complementary to these projections are provided on the supporting surfaces of the supporting sections.
- An embodiment which is particularly favorable for the course of the leveling process when installing the partial plates and for achieving the most stable possible position of the two partial plates of a pair of plates relative to one another in the installed state characterized in that the cambered shaped wings are shaped according to a toothing which, up to the leveled position of the partial plates of the respective pair of plates, enables sliding or rolling movement of the facing wings and supporting surfaces towards one another and in the leveled position of these partial plates against one another Movement of these partial plates to each other blocks.
- the reinforcement provided in the sub-panels extends over the panel surface and engages in the supporting sections and in the supporting sections and in the supporting ribs. It is also advantageous if one provides that an elastic or / or shock-absorbing insert or coating is provided between the wings provided on the support sections and the support surfaces provided on the support sections.
- a sound-absorbing plate according to the invention is characterized in that the plate consists of particles made of porous lightweight material, which are joined together with a binder, that the plate has an embedded reinforcement, and that in the plate cavity resonators with a large area of the Plate directed tubular sound openings are formed, which large area to form the top is provided when installing the plate in the track. It is advantageous here if the cavities forming the cavity resonators are designed to be open and widening towards the large area that lies on the side of the plate facing away from the tubular sound openings. A further development is characterized in that the cavities forming the cavity resonators are covered with a lower plate on the side facing away from the tubular sound openings.
- Embodiments of a plate designed according to the invention which are provided for the aforementioned formation with partial plates to be joined to form a pair of plates, are characterized in that the plate consists of particles of porous lightweight building material, which are joined together with a binder, so that the plate is an embedded one Reinforcement has that the plate is provided on one edge side with a support rib for engaging in the tab chambers of rails and on the edge side opposite this support rib has meandering succession of support sections and support sections, the support sections extending from the top of the plate and depressions extending to the edge are formed and under the support sections, from the underside of the plate, upward depressions are formed, which are complementary to the depressions of the support sections.
- cavity resonators are formed in the plate with tubular sound openings directed towards a large area of the plate, which large area is provided for forming the upper side when the plate is installed in the track. It is also advantageous here if the reinforcement provided in the plate extends over the entire surface of the plate and extends into the support sections and into the support sections and into the support rib. If desired, the plates or partial plates can also be provided with a frame running along the edge, preferably consisting of metal or fiber-reinforced plastic.
- FIG. 1 shows a plan view of a track with sound-absorbing plates arranged between the rails
- FIG. 2 shows a section along the line II-II in Fig.l
- 3 shows an embodiment of a plate in cross section
- FIG. 4 shows an enlarged detail of the surface of the plate according to FIG. 2 or 3;
- FIG. 5 shows an embodiment of a soundproofing device designed according to the invention with partial plates in a top view
- FIG. 10 shows a variant with regard to the design of the support sections and the support sections in a sectional representation corresponding to FIG. 7,
- FIG. 11 shows another embodiment of a soundproofing device designed according to the invention with partial panels, in a top view
- FIG. 16 shows a variant with regard to the design of the support sections and the support sections of the partial plates in a sectional representation corresponding to FIG. 13.
- sound-absorbing plates 3 are arranged next to one another in the longitudinal direction of the track between the rails 2.
- the generally rectangular plates 3 have, on their two edges along the rails 2, projecting support ribs 4, which are interposed with elastic profiles 5, for example made of rubber or elastomer, support on the rail base 6, on the rail web 7 and on the underside of the rail head 8 of the rails 2.
- the plates 3, the surface of which is shown enlarged in FIG. 4, consist of particles 9 made of porous lightweight material, which are joined together with a suitable binder.
- Plastic granulate, granular or spherical and fired alumina particles, granular slag particles, or similar fired natural or artificially produced materials are used as the lightweight construction material, these particles being selectively connected with a suitable plastic binder or cement, so that small spaces or channels 10 remain, which allow air ducting and drainage of penetrating rain or melt water.
- the panels 3 are provided with a reinforcement 11, for example made of steel or other metals, fiber-reinforced plastic, glass fiber mats or the like.
- the surface of the plates 3 can be increased by structuring.
- the top 12 of the plates 3 can be provided with ribs 13 which run parallel to the rails 2 and are spaced apart from one another and which, as shown in FIG. 3, have a trapezoidal cross section and a height a above the rail head 8 which are closed ⁇ not exceeding 5 cm.
- the structure can also be irregular, for example by increasing or decreasing the spacing of the ribs 13 from one another.
- a structuring of the top 12 for example, truncated cones, truncated pyramids, cylinders, cuboids, etc. can also be provided, which are arranged either at the same or at different distances from one another.
- 3 cavity resonators 14 in the manner of the Helmholz resonator are formed in the plates, the tubular sound openings of which 15 are provided on the top 12 of the plates 3.
- the cavities forming the cavity resonators 14 are frustoconical and open at the bottom, the openings formed thereby being covered by a sub-plate 16, for example glued to the plate 3, in order to form the cavity resonator 14 .
- the cavities forming the cavity resonators 14 can also be designed to deviate from the shape of a truncated cone, for example spherical, cylindrical, pyramid-shaped, etc., in order to achieve a different frequency behavior in the case of sound absorption.
- the volumes of the cavity resonators 14 and the dimensions of the tubular sound openings can be varied in order to achieve the desired frequency behavior or frequency absorption spectrum. As shown in FIG.
- the tubular sound openings 15 open perpendicular to the top 12 of the plate 3.
- the tubular sound openings 15 can also open at an angle to the top 12 of the plates 3 in order to be able to better absorb obliquely incident sound waves .
- the plates 3 with the cavity resonators 14 can be produced in a rectangular shape in which positive shapes of the cavity resonators with attached pipe pieces for the sound openings are used, whereupon the mold is filled with the particles 9 and a binder and demolded after the binder has hardened becomes.
- Prefabricated cavity resonators with attached pipe pieces as sound openings can also be used as positive forms, which either consist of a suitable sound-absorbing material or are provided on the inside with a layer of sound-absorbing material.
- sound-absorbing plates with cavity resonators can also be provided on the outside of the rails 2.
- the plate 18 shown in dash-dotted lines on the right rail 2 is at one End, similar to the plate 3 lying between rails 2, is supported on the rail 2 via an elastic profile 5 and at the other end via an elastic strip 19 and fixed by means of a fastening element, in particular a screw 20.
- the plate 21 on the left rail 2, also shown with a dash-dotted line, is supported and fixed in the same way as the plate 18, but has an end region that is angled upwards on the outside in order to form a soundproofing wall.
- the two plates 18, 21 likewise have reinforcement (not shown) and, if appropriate, a structure in the form of ribs (not shown). If desired, the plates can also be provided with a frame running along the edge.
- the space 22 lying between the two rails 2 of a track 1 is filled or bridged with paired sound-absorbing partial plates 3a, 3b.
- These sub-plates 3a, 3b have support ribs 4 which engage in the tab chambers 23 of the rails 2, and elastic profiles 5 with an approximately C-shaped cross section are inserted between the support ribs 4 and the rails 2.
- the partial plates 3a, 3b are supported with their supporting ribs 4 on the rail foot 6 and laterally against the rail web 7 and held upwards by engagement under the rail head 8.
- the partial plates 3a, 3b bridge the distance 24 between the rails 2 in a self-supporting manner.
- a plurality of support ribs 4 are provided on each of the partial plates 3a, 3b, which are arranged at a distance from one another in order to leave the fastening elements 25 provided for the rails 2 accessible.
- each pair of plates are supported on one another, so that each pair of plates forms an assembled body which bridges the distance 24 between the rails 2 in a self-supporting manner.
- the support sections 28 being formed by depressions 30 which extend from the top side 12 of the plate and extend to the edge facing the other partial plate; under the support sections 29, starting from the lower side 31 of the plate, upward depressions 32 are formed, and the support sections of the partial plate 3a lie on the supporting sections of the partial plate 3b and the supporting sections of the partial plate 3b rest on the supporting sections of the partial plate 3a;
- the depressions 30 are complementary to the depressions 32, so that the support surfaces 34 formed on the support sections 29 by the depressions 32 lie substantially snugly on the support surfaces 33 formed by the depressions 30 on the support sections 28.
- the partial plates 3a, 3b In order to insert the partial plates 3a, 3b in pairs between the rails 2 of a track, they can first be arranged in the unfolded position, as shown in FIG. 9, and in the process they can be inserted into one another with their meandering edges 26, 27 also arranges the elastic profiles 5, which have a C-shaped cross section, between the supporting ribs 4 of the partial plates 3a, 3b and the rails 2. Then the partial plates 3a, 3b are pivoted or folded down, as indicated by the arrow 35, until they assume the leveled position shown in FIGS. 5 to 7, in which the partial plates 3a, 3b of each pair of plates space 22 between bridge the rails 2 in a self-supporting manner.
- the support surfaces 33 provided in the support sections 28 have a cambered shape, and there is such a cambered shape also in the support surfaces 34 provided on the support sections 29, and this cambered shape of the named surfaces ensures that the partial plates retain their shape 3a, 3b create ge, which in the leveled position of the partial plates 3a, 3b inhibits a mutual movement of these partial plates in the direction of the plate plane (arrows 36).
- projections 37 are provided on the support surfaces 34 and recesses 38 are provided on the support surfaces 33, which are complementary to the projections 37; in the leveled position of the partial plates, the Projections 37 into the recesses 38, so that there is a mutual locking of the partial plates 3a, 3b.
- an elastic and / or shock-absorbing insert or coating can be provided between the support surfaces 33 and the support surfaces 34.
- the supporting surfaces 33 provided on the supporting sections run, starting from the edge 26 or 27 of the respective partial plate 3a or 3b, first rising steeply from the underside 31 of the plate and then becoming flatter, which is advantageous for joining the partial plates to the pairs of plates. From a geometrical point of view, it is favorable if such domed wings are shaped according to a toothing which, up to the leveled position of the partial plates 3a, 3b of the respective plate pair, enables a sliding movement or rolling movement of the mutually facing wings and supporting surfaces on one another, and in the leveled position (Fig. 5 to 7) locks these partial plates against movement to each other.
- This geometrical shape corresponding to a toothing can extend up to the top 12 of the plate.
- the projections 37 can, as shown in FIGS. 5 to 8, be provided on the end edges 39 of the support sections 29, which can bring advantages when joining the partial plates, but it is also possible to place such projections 37 elsewhere, e.g. slightly removed from the edge of the support surfaces.
- the support surfaces 33 and the support surfaces 34 are largely flat; In this case, too, recesses 38, into which projections 37 engage, are provided for mutual locking of the partial plates 3a, 3b.
- the two partial plates 3a, 3b of a pair of plates lie on one another in a meandering manner on the underside 31 of the plate, so that the mutually facing edges of the partial plates 3a , 3b run on the underside of the plate following a meandering line 43. This results in a very intimate cohesion of the partial plates 3a, 3b forming a pair of plates.
- the partial plates 3a, 3b are rounded at the mutually facing edges 26, 27 from the underside 31 of the plate upwards, the radius of curvature of this rounding being equal to or smaller than the distance 41 between the edges 26, 27 and the rail-side edges 42 of the partial plates 3a, 3b. This measure is also advantageous for an unrestrained process of inserting the partial plates.
- the reinforcement 11 provided in the partial plates extends over the entire surface extent of the partial plates 3a, 3b and, as indicated by the broken lines in FIG. 8, both in the support sections 28 and in the support sections 29 as well engages in the support ribs 4.
- cavity resonators 14 with sound openings 15 can be provided, as is the case e.g. 11 to 14 is shown.
- the plates can also be provided with frames 44, as is e.g. is indicated by dashed lines in FIG.
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Engineering & Computer Science (AREA)
- Building Environments (AREA)
- Soundproofing, Sound Blocking, And Sound Damping (AREA)
- Railway Tracks (AREA)
- Power-Operated Mechanisms For Wings (AREA)
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
- Signal Processing Not Specific To The Method Of Recording And Reproducing (AREA)
- Fittings On The Vehicle Exterior For Carrying Loads, And Devices For Holding Or Mounting Articles (AREA)
- Magnetic Heads (AREA)
- Noise Elimination (AREA)
- Holo Graphy (AREA)
- Bridges Or Land Bridges (AREA)
Priority Applications (11)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DK97922748T DK0901536T3 (da) | 1996-05-29 | 1997-05-23 | Støjdæmpningsindretning til spor |
| DE59708955T DE59708955D1 (de) | 1996-05-29 | 1997-05-23 | Schallschutzeinrichtung für gleise |
| CA002255946A CA2255946C (en) | 1996-05-29 | 1997-05-23 | Track soundproofing arrangement |
| AT97922748T ATE229595T1 (de) | 1996-05-29 | 1997-05-23 | Schallschutzeinrichtung für gleise |
| EP97922748A EP0901536B1 (de) | 1996-05-29 | 1997-05-23 | Schallschutzeinrichtung für gleise |
| SI9730491T SI0901536T1 (en) | 1996-05-29 | 1997-05-23 | Track soundproofing arrangement |
| JP54125697A JP3822641B2 (ja) | 1996-05-29 | 1997-05-23 | 軌道用の防音装置 |
| HU9903612A HU221872B1 (hu) | 1996-05-29 | 1997-05-23 | Zajvédelmi berendezés vasúti vágányokhoz |
| US09/194,505 US6253872B1 (en) | 1996-05-29 | 1997-05-23 | Track soundproofing arrangement |
| AU28801/97A AU738889B2 (en) | 1996-05-29 | 1997-05-23 | A noise control device for tracks |
| NO19985600A NO316078B1 (no) | 1996-05-29 | 1998-11-30 | Lydisoleringsanordning for skinnespor, samt en lydabsorberende plate for denne |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AT93496A AT403809B (de) | 1996-05-29 | 1996-05-29 | Schallschutzeinrichtung für gleise |
| ATA934/96 | 1996-05-29 | ||
| AT0101596A AT405426B (de) | 1996-06-11 | 1996-06-11 | Schienengleiche eindeckung für gleise |
| ATA1015/96 | 1996-06-11 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO1997045592A1 true WO1997045592A1 (de) | 1997-12-04 |
Family
ID=25594370
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/AT1997/000109 Ceased WO1997045592A1 (de) | 1996-05-29 | 1997-05-23 | Schallschutzeinrichtung für gleise |
Country Status (14)
| Country | Link |
|---|---|
| US (1) | US6253872B1 (https=) |
| EP (1) | EP0901536B1 (https=) |
| JP (1) | JP3822641B2 (https=) |
| CN (1) | CN100424268C (https=) |
| AT (1) | ATE229595T1 (https=) |
| AU (1) | AU738889B2 (https=) |
| CA (1) | CA2255946C (https=) |
| DE (1) | DE59708955D1 (https=) |
| DK (1) | DK0901536T3 (https=) |
| ES (1) | ES2186891T3 (https=) |
| HU (1) | HU221872B1 (https=) |
| NO (1) | NO316078B1 (https=) |
| TW (1) | TW345603B (https=) |
| WO (1) | WO1997045592A1 (https=) |
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| DE7711191U1 (de) | 1977-04-07 | 1978-09-28 | Straetner Geb. Buss, Anita, 4300 Essen | Fahrbahnplatte fuer schienengleiche bahnuebergaenge |
| DE2727644C2 (de) * | 1977-06-20 | 1983-06-30 | Gummiwerk Kraiburg Elastik Gmbh & Co, 8261 Tittmoning | Schienengleicher Bahnübergang |
| DE3827547C2 (de) * | 1988-08-13 | 2000-09-21 | Zueblin Ag | Schallabsorptionskonstruktion für schotterlose Eisenbahnoberbauten |
| US4960184A (en) * | 1989-11-09 | 1990-10-02 | Bruce Woodward | Sound absorbing structure |
| US5730548A (en) * | 1994-02-11 | 1998-03-24 | Autostrade-Concessioni E Costruzioni Autostrade S.P.A. | Deadening road pavement and method for its realization |
| DE4414566C2 (de) * | 1994-04-27 | 1997-11-20 | Freudenberg Carl Fa | Luftschalldämpfer |
| DE4417402A1 (de) | 1994-05-18 | 1995-11-23 | Gruenzweig & Hartmann Montage | Schallschutzeinrichtung zur Schalldämpfung und -dämmung an Gleiskörpern |
| IT1293307B1 (it) * | 1997-07-09 | 1999-02-16 | Dieselbox Sa | Barriera antirumore a pannelli trasparenti,dotata di caratteristiche fonoisolanti e fonoassorbenti |
-
1997
- 1997-05-19 TW TW086106684A patent/TW345603B/zh not_active IP Right Cessation
- 1997-05-23 HU HU9903612A patent/HU221872B1/hu not_active IP Right Cessation
- 1997-05-23 DE DE59708955T patent/DE59708955D1/de not_active Expired - Lifetime
- 1997-05-23 JP JP54125697A patent/JP3822641B2/ja not_active Expired - Fee Related
- 1997-05-23 EP EP97922748A patent/EP0901536B1/de not_active Expired - Lifetime
- 1997-05-23 US US09/194,505 patent/US6253872B1/en not_active Expired - Lifetime
- 1997-05-23 AU AU28801/97A patent/AU738889B2/en not_active Ceased
- 1997-05-23 ES ES97922748T patent/ES2186891T3/es not_active Expired - Lifetime
- 1997-05-23 WO PCT/AT1997/000109 patent/WO1997045592A1/de not_active Ceased
- 1997-05-23 AT AT97922748T patent/ATE229595T1/de active
- 1997-05-23 CA CA002255946A patent/CA2255946C/en not_active Expired - Fee Related
- 1997-05-23 DK DK97922748T patent/DK0901536T3/da active
- 1997-05-23 CN CNB971950490A patent/CN100424268C/zh not_active Expired - Fee Related
-
1998
- 1998-11-30 NO NO19985600A patent/NO316078B1/no not_active IP Right Cessation
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| Publication number | Priority date | Publication date | Assignee | Title |
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| DE2350759A1 (de) * | 1973-10-10 | 1975-04-24 | Straetner Geb Buss Anita | Abdeckplatte fuer gleisanlagen |
| DE3602313A1 (de) * | 1986-01-27 | 1987-07-30 | Clouth Gummiwerke Ag | Schallabsorbierender laermschutz insbesondere fuer schotterlose gleise |
| DE4243102A1 (en) * | 1991-12-20 | 1993-07-01 | Bold Karl Gmbh & Co | Noise protection and sight wall with carrier girder construction |
| NL9400910A (nl) * | 1994-06-06 | 1996-01-02 | Veldhoen Raalte B V | Samenstel voor de geluidsisolatie van een spoorbaan. |
| DE29515935U1 (de) * | 1995-10-07 | 1995-11-30 | Deutsche Asphalt GmbH, 63263 Neu-Isenburg | Schallabsorber für einen schotterlosen Eisenbahnoberbau |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0945547A1 (de) * | 1998-03-21 | 1999-09-29 | Johann Rath | Vorrichtung zur Dämpfung von Schallemissionen an Gleisanlagen |
| DE19812481A1 (de) * | 1998-03-21 | 1999-09-30 | Johann Rath | Vorrichtung zur Dämpfung von Schallemissionen an Gleisanlagen |
| WO1999049134A1 (de) * | 1998-03-21 | 1999-09-30 | Johann Rath | Vorrichtung zur dämpfung von schallemissionen an gleisanlagen |
| DE19812481C2 (de) * | 1998-03-21 | 2002-08-22 | Johann Rath | Vorrichtung zur Dämpfung von Schallemissionen an Gleisanlagen |
| EP1039032A1 (de) * | 1999-03-26 | 2000-09-27 | DVG Deutsche Verpackungsmittel-GmbH | Absorptionsbelag zur Reduzierung der Schallabstrahlung für Gleiskörper |
| US6481637B1 (en) * | 2000-11-20 | 2002-11-19 | Mcqueen Philip Jeffrey | Rail pad and method for strain attentuation |
| WO2005085529A1 (de) * | 2004-03-05 | 2005-09-15 | Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg. | Störschall mindernde gleiseindeckung |
| AU2005219446B2 (en) * | 2004-03-05 | 2010-11-11 | Gmundner Fertigteile Gesellschaft M.B.H. & Co. Kg | Noise reducing track covering |
| NL2003697C2 (nl) * | 2009-10-22 | 2011-04-26 | Univ Twente | Weg met geluid-diffractoren. |
| WO2011049454A2 (en) | 2009-10-22 | 2011-04-28 | Universiteit Twente | Road with sound diffractors |
| WO2011049454A3 (en) * | 2009-10-22 | 2012-05-18 | Universiteit Twente | Road with sound diffractors |
| US8696233B2 (en) | 2009-10-22 | 2014-04-15 | 4Silence B.V. | Road with sound diffractors |
Also Published As
| Publication number | Publication date |
|---|---|
| TW345603B (en) | 1998-11-21 |
| JP3822641B2 (ja) | 2006-09-20 |
| HUP9903612A3 (en) | 2001-08-28 |
| NO985600D0 (no) | 1998-11-30 |
| CA2255946C (en) | 2006-03-14 |
| NO316078B1 (no) | 2003-12-08 |
| US6253872B1 (en) | 2001-07-03 |
| JP2000510921A (ja) | 2000-08-22 |
| AU738889B2 (en) | 2001-09-27 |
| DE59708955D1 (de) | 2003-01-23 |
| EP0901536A1 (de) | 1999-03-17 |
| HU221872B1 (hu) | 2003-02-28 |
| DK0901536T3 (da) | 2003-04-07 |
| ES2186891T3 (es) | 2003-05-16 |
| EP0901536B1 (de) | 2002-12-11 |
| NO985600L (no) | 1998-11-30 |
| ATE229595T1 (de) | 2002-12-15 |
| CA2255946A1 (en) | 1997-12-04 |
| CN1219989A (zh) | 1999-06-16 |
| AU2880197A (en) | 1998-01-05 |
| HUP9903612A2 (hu) | 2000-02-28 |
| CN100424268C (zh) | 2008-10-08 |
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