EP0167844A2 - Mat made of elastic material - Google Patents
Mat made of elastic material Download PDFInfo
- Publication number
- EP0167844A2 EP0167844A2 EP85107089A EP85107089A EP0167844A2 EP 0167844 A2 EP0167844 A2 EP 0167844A2 EP 85107089 A EP85107089 A EP 85107089A EP 85107089 A EP85107089 A EP 85107089A EP 0167844 A2 EP0167844 A2 EP 0167844A2
- Authority
- EP
- European Patent Office
- Prior art keywords
- mat
- fabric
- mat according
- projections
- layer
- 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.)
- Granted
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B1/00—Ballastway; Other means for supporting the sleepers or the track; Drainage of the ballastway
- E01B1/001—Track with ballast
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01B—PERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
- E01B2204/00—Characteristics of the track and its foundations
- E01B2204/01—Elastic layers other than rail-pads, e.g. sleeper-shoes, bituconcrete
Definitions
- the invention relates to a mat for resilient bed / ballast bed made of elastic material, which is provided on its underside with projections and the top of which has a layer which is made of a different material than the mat.
- Such mats are used to elastically support the ballast bedding and the tracks laid thereon against the ground and against tunnel or trough walls in order to insulate the structure-borne noise.
- a layer of a plastically deformable material is provided on the top (DE-GM 80 13 779), for. B. a bitumen layer.
- the gravel stones can be pressed into this layer to a certain extent, so that a largely non-slip deposit is achieved.
- the main disadvantage of this known mat is that the sharp-edged ballast also penetrates into the mat itself in a short time, as a result of which the mat is destroyed in such a way that it is finally only present in granular form. A granulated mat is no longer able to insulate structure-borne noise.
- Another known mat has a sheet on the top (DE-OS 31 21 946), which serves to prevent the ballast from penetrating into the mat.
- This mat ensures a particularly high structure-borne sound insulation; but it is not very flexible, so that it can only be brought to the place of use in relatively short lengths.
- the invention has for its object to design the mat of the type mentioned so that it ensures sufficient structure-borne sound insulation, that it prevents the penetration of ballast stones and that it can be wound up, so that it can be brought to close locations in great lengths. This object is achieved by the invention specified in claim 1.
- the fabric provided on the top of the mat also allows the degree of exaggeration of the resonance frequency to be adjusted, specifically by the type of fabric and its arrangement in the mat. As a result, the structure-borne noise can be insulated through the mat in accordance with the respective requirements.
- the mat 1 shown in FIG. 1 is provided on its upper side with a two-layer fabric 2, an insert 3 made of elastic material being provided between the individual layers of the fabric 2.
- an insert 3 made of elastic material being provided between the individual layers of the fabric 2.
- a cover plate 4 Above the two-layer fabric 2 is a cover plate 4, the thickness d of which is approximately half the thickness D of the insert 3.
- the mat 1 is provided on its underside 2 with projections 5 (Fig. 2 and 3).
- a profile bar 6 (FIG. 2) or an elastic band 7 (FIG. 3) is arranged under the interface of the mat sections 1.1 and 1.2.
- the profile bar 6 and the elastic band 7 are shown in cross section.
- the increase in the resonance frequency can be predetermined by the choice of different tissues and the spacing of the tissue layers.
- curve I shows the frequency curve for a mat with a fabric of high stiffness, for example a stem fabric.
- the resonance frequency is very high.
- the resonance frequency is even higher in curve II, which relates to a mat with a fabric of low tensile strength; this is a single-layer fabric EP 200.
- Curve III relates to a mat with a two-layer fabric EP 200, the two fabric layers being directly adjacent to one another.
- Curve IV relates to a mat with a steel wire mesh of high tensile strength (approx. 600 kp / mm 2 ).
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Laminated Bodies (AREA)
- Springs (AREA)
- Vibration Dampers (AREA)
- Carpets (AREA)
- Machines For Laying And Maintaining Railways (AREA)
- Railway Tracks (AREA)
- Finger-Pressure Massage (AREA)
Abstract
Description
eine Die Erfindung betrifft eine als Unterlage für/Schotterbettung dienende Matte aus elastischem Werkstoff, die an ihrer Unterseite mit Vorsprüngen versehen ist und deren Oberseite eine Schicht aufweist, die aus einem anderen Werkstoff als die Matte besteht. Derartige Matten dienen dazu, die Schotterbettung und die darauf verlegten Geleise gegen den Untergrund und gegen Tunnel- oder Trogwände elastisch zu lagern, um eine Dämmung des Körperschalls zu bewirken.The invention relates to a mat for resilient bed / ballast bed made of elastic material, which is provided on its underside with projections and the top of which has a layer which is made of a different material than the mat. Such mats are used to elastically support the ballast bedding and the tracks laid thereon against the ground and against tunnel or trough walls in order to insulate the structure-borne noise.
Bei einer bekannten Matte der vorgenannten Art ist an der Oberseite eine Schicht aus einem plastisch verformbaren Werkstoff vorgesehen (DE-GM 80 13 779), z. B. eine Bitumenschicht. In diese Schicht können sich die Schottersteine in gewissem Umfang eindrücken, so daß eine weitgehend rutschfeste Ablagerung erreicht wird. Der wesentliche Nachteil dieser bekannten Matte besteht darin, daß der scharfkantige Schotter in kurzer Zeit auch in die Matte selbst eindringt, wodurch die Matte derart zerstört wird, daß sie schließlich nur noch in granulierter Form vorhanden ist. Eine granulierte Matte vermag aber keinen Körperschall mehr zu dämmen.In a known mat of the aforementioned type, a layer of a plastically deformable material is provided on the top (DE-GM 80 13 779), for. B. a bitumen layer. The gravel stones can be pressed into this layer to a certain extent, so that a largely non-slip deposit is achieved. The main disadvantage of this known mat is that the sharp-edged ballast also penetrates into the mat itself in a short time, as a result of which the mat is destroyed in such a way that it is finally only present in granular form. A granulated mat is no longer able to insulate structure-borne noise.
Eine andere bekannte Matte weist an der Oberseite ein Blech auf (DE-OS 31 21 946), das dazu dient, ein Eindringen des Schotters in die Matte zu verhindern. Diese Matte gewährleistet zwar eine besonders hohe Körperschalldämmung; sie ist aber wenig biegsam, so daß sie nur in verhältnismäßig kurzen Längen an den Einsatzort gebracht werden kann.Another known mat has a sheet on the top (DE-OS 31 21 946), which serves to prevent the ballast from penetrating into the mat. This mat ensures a particularly high structure-borne sound insulation; but it is not very flexible, so that it can only be brought to the place of use in relatively short lengths.
Der Erfindung liegt die Aufgabe zugrunde, die Matte der eingangs genannten Art so auszubilden, daß sie eine ausreichende Körperschalldämmung gewährleistet, daß sie das Eindringen von Schottersteinen verhindert und daß sie aufwickelbar ist, so daß sie in großen Iängen auch an enge Einsatzorte gebracht werden kann. Diese Aufgabe wird durch die im Anspruch 1 angegebene Erfindung gelöst.The invention has for its object to design the mat of the type mentioned so that it ensures sufficient structure-borne sound insulation, that it prevents the penetration of ballast stones and that it can be wound up, so that it can be brought to close locations in great lengths. This object is achieved by the invention specified in
Das an der Oberseite der Matte vorgesehene Gewebe erlaubt darüber hinaus eine Einstellung des Überhöhungsgrades der Resonanzfrequenz, und zwar durch die Art des Gewebes und deren Anordnung in der Matte. Dadurch kann eine den jeweiligen Erfordernissen entsprechende Dämmung des Körperschalls durch die Matte herbeigeführt werden.The fabric provided on the top of the mat also allows the degree of exaggeration of the resonance frequency to be adjusted, specifically by the type of fabric and its arrangement in the mat. As a result, the structure-borne noise can be insulated through the mat in accordance with the respective requirements.
Vorteilhafte Ausgestaltungen der Erfindung sind in den Unteransprüchen beschrieben.Advantageous embodiments of the invention are described in the subclaims.
Die Erfindung ist anhand der Zeichnung näher erläutert. Es zeigen:
- Fig. 1 einen Ausschnitt aus einer Matte im Querschnitt;
- Fig. 2 und Fig. 3 jeweils eine Nahtstelle zwischen zwei Mattenabschnitten,in Vorderansicht;
- Fig. 4 ein Diagramm.
- Figure 1 shows a section of a mat in cross section.
- 2 and 3 each show a seam between two mat sections, in front view;
-
Fi g. 4 is a diagram.
Die in Fig. 1 dargestellte Matte 1 ist an ihrer Oberseite mit einem zweilagigem Gewebe 2 versehen, wobei zwischen den einzelnen Lagen des Gewebes 2 eine Einlage 3 aus elastischem Werkstoff vorgesehen ist. Oberhalb des zweilagigen Gewebes 2 ist eine Deckplatte 4, deren Dicke d etwa halb so groß ist wie die Dicke D der Einlage 3.The
Die Matte 1 ist an ihrer Unterseite 2 mit Vorsprüngen 5 versehen (Fig. 2 und 3). Unter der Nahtstelle der Mattenabschnitte 1.1 und 1.2 ist ein Profilstab 6 (Fig. 2) oder ein elastisches Band 7 (Fig. 3) angeordnet. Zur Verdeutlichung sind der Profilstab 6 und das elastische Band 7 im Querschnitt dargestellt.The
Aus dem in Fig. 4 dargestellten Diagramm ist zu ersehen, daß durch die Wahl unterschiedlicher Gewebe und den Abstand der Gewebelagen die Überhöhung der Resonanzfrequenz vorbestimmt werden kann. So zeigt die Kurve I den Frequenzverlauf bei einer Matte mit einem Gewebe hoher Steifigkeit, beispielsweise einem Stengelgewebe. Hierbei ist die Resonanzfrequenz sehr hoch. Noch höher ist die Resonanzfrequenz bei der Kurve II, die eine Matte mit einem Gewebe geringer Zugfestigkeit betrifft; es handelt sich hierbei um ein einlagiges Gewebe EP 200. Die Kurve III betrifft eine Matte mit einem zweilagigen Gewebe EP 200, wobei die beiden Gewebelagen unmittelbar aneinander liegen. Die Kurve IV betrifft eine Matte mit einem Stahldrahtgewebe hoher Zugfestigkeit (ca 600 kp/mm2).It can be seen from the diagram shown in FIG. 4 that the increase in the resonance frequency can be predetermined by the choice of different tissues and the spacing of the tissue layers. For example, curve I shows the frequency curve for a mat with a fabric of high stiffness, for example a stem fabric. The resonance frequency is very high. The resonance frequency is even higher in curve II, which relates to a mat with a fabric of low tensile strength; this is a single-layer fabric EP 200. Curve III relates to a mat with a two-layer fabric EP 200, the two fabric layers being directly adjacent to one another. Curve IV relates to a mat with a steel wire mesh of high tensile strength (approx. 600 kp / mm 2 ).
Claims (19)
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AT85107089T ATE45601T1 (en) | 1984-07-12 | 1985-06-08 | MAT MADE OF ELASTIC MATERIAL. |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE19843425647 DE3425647A1 (en) | 1984-07-12 | 1984-07-12 | ELASTIC MAT |
DE3425647 | 1984-07-12 |
Publications (3)
Publication Number | Publication Date |
---|---|
EP0167844A2 true EP0167844A2 (en) | 1986-01-15 |
EP0167844A3 EP0167844A3 (en) | 1986-12-03 |
EP0167844B1 EP0167844B1 (en) | 1989-08-16 |
Family
ID=6240440
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP85107089A Expired EP0167844B1 (en) | 1984-07-12 | 1985-06-08 | Mat made of elastic material |
Country Status (8)
Country | Link |
---|---|
US (1) | US4696429A (en) |
EP (1) | EP0167844B1 (en) |
JP (1) | JPS6138001A (en) |
AT (1) | ATE45601T1 (en) |
AU (1) | AU570569B2 (en) |
DE (2) | DE3425647A1 (en) |
ES (1) | ES288032Y (en) |
IN (1) | IN163837B (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0192983A2 (en) * | 1985-02-23 | 1986-09-03 | CLOUTH Gummiwerke AG | Mat of elastic material |
EP0473554A2 (en) * | 1990-08-28 | 1992-03-04 | Fip Industriale S.P.A. | Anti-vibration resilient insulation material for ballast supported railroad tracks |
EP0549559A1 (en) * | 1991-12-20 | 1993-06-30 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Superstructure with concrete sleepers |
EP0609729A1 (en) * | 1993-01-28 | 1994-08-10 | SAAR-GUMMIWERK GmbH | Elastic ballast way support |
DE102006013851A1 (en) * | 2006-03-23 | 2007-09-27 | Db Netz Ag | Method for vibration damping of rail track onto an elastomer base layer and with ballast layers between elastomer layers |
WO2013004242A1 (en) * | 2011-07-06 | 2013-01-10 | Rockwool International A/S | A substructure system of a railway track |
Families Citing this family (16)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPH02504050A (en) * | 1987-05-29 | 1990-11-22 | リンゲステン ビヨルン | Method for forming road and roadbed structures |
OA09065A (en) * | 1987-10-19 | 1991-10-31 | Pandrol Ltd | Fastening railway rails. |
US5060856A (en) * | 1989-06-07 | 1991-10-29 | Hermann Ortwein | Sound-damping mat, especially for a ballast bed |
DE3923427A1 (en) * | 1989-07-15 | 1991-01-24 | Clouth Gummiwerke Ag | BODY SOUND INSULATING MAT |
DE3935354A1 (en) * | 1989-10-24 | 1991-04-25 | Clouth Gummiwerke Ag | Flexible mat made in long lengths - is for use on railway tracks for sound proofing and has smooth protective finish and reinforced inlay with hollow voids |
CA2031649A1 (en) * | 1989-12-08 | 1991-06-09 | Jude O. Igwemezie | Attenuating pad for concrete railway ties |
DE19707102C1 (en) | 1997-02-22 | 1998-10-29 | Contitech Transportbandsysteme | Process for making an elastic mat |
IT1319588B1 (en) * | 2000-12-19 | 2003-10-20 | Vibram Spa | PROCEDURE FOR THE REALIZATION OF A FABRIC-ELASTOMERONONCONO COUPLED OBTAINED |
EP1312714A1 (en) * | 2001-11-14 | 2003-05-21 | Rockwool International A/S | A vibration damping system |
WO2004031501A1 (en) | 2002-10-01 | 2004-04-15 | Dodge-Regupol, Incorporated | Noise and vibration mitigating mat |
US20060244187A1 (en) | 2005-05-02 | 2006-11-02 | Downey Paul C | Vibration damper |
BE1017257A5 (en) * | 2006-09-01 | 2008-05-06 | Vanhonacker Patrick | SEAT WITH REDUCED VIBRATION LEVEL FOR RAILWAY. |
CN101775761A (en) * | 2010-02-05 | 2010-07-14 | 许吉锭 | Vibration-reducing road pad and method for paving monolithic roadbed track by adopting vibration-reducing road pad |
EP2694735A4 (en) * | 2011-04-05 | 2014-10-08 | Newstyle Nominees Pty Ltd | Rail track sleeper support |
US20180202150A1 (en) | 2015-06-25 | 2018-07-19 | Pliteq Inc. | Impact damping mat, equipment accessory and flooring system |
CA2914212C (en) | 2015-06-25 | 2018-05-22 | Pliteq, Inc. | Impact damping mat, equipment accessory and flooring system |
Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2260238A (en) * | 1939-02-03 | 1941-10-21 | Theodore W Stedman | Tie plate arrangement for railroads |
US2867384A (en) * | 1954-10-01 | 1959-01-06 | Ohio Commw Eng Co | Method and article of manufacture for supporting rails |
DE1094781B (en) * | 1958-07-26 | 1960-12-15 | Midwest Rubber Reclaiming Comp | Elastic base plate for the railway superstructure |
GB896471A (en) * | 1958-06-25 | 1962-05-16 | Bull John Rubber Company Ltd | Improvements in or relating to rail pads |
DE2701597A1 (en) * | 1977-01-15 | 1978-07-20 | Walter Battermann | Railway track bed flexible underlay plate - has hollow ribs on underside with full length internal stems reaching toward base |
GB2003962A (en) * | 1977-09-07 | 1979-03-21 | Getzner Chemie Gmbh & Co | Laying railway ballast beds on structures |
DE3022322A1 (en) * | 1980-06-13 | 1981-12-24 | Metzeler Kautschuk GmbH, 8000 München | Railway track trough elastomer insulating bearing strip - has kidney shaped recesses in support ribs formed on one side |
AT370462B (en) * | 1980-07-25 | 1983-04-11 | Akzo Nv | RAILWAY CONSTRUCTION |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE1759467A1 (en) * | 1968-05-04 | 1971-06-24 | Basf Ag | Receipts for sports facilities |
US4302197A (en) * | 1978-09-13 | 1981-11-24 | Tsubakimoto Chain Co. | Toothed belt |
US4428698A (en) * | 1980-08-21 | 1984-01-31 | Murphy Jerry C | Geotextile for pavement overlays |
US4487814A (en) * | 1981-05-15 | 1984-12-11 | Dayco Corporation | Polymeric strip for a power transmission belt, belt made using such strip |
DE3121946A1 (en) * | 1981-06-03 | 1982-12-23 | Clouth Gummiwerke AG, 5000 Köln | "MAT IN MADE OF ELASTIC MATERIAL" |
US4556338A (en) * | 1983-07-11 | 1985-12-03 | Tar Heel Technologies, Inc. | Method for reinforcing pavement |
-
1984
- 1984-07-12 DE DE19843425647 patent/DE3425647A1/en not_active Withdrawn
-
1985
- 1985-06-08 AT AT85107089T patent/ATE45601T1/en not_active IP Right Cessation
- 1985-06-08 EP EP85107089A patent/EP0167844B1/en not_active Expired
- 1985-06-08 DE DE8585107089T patent/DE3572373D1/en not_active Expired
- 1985-07-11 US US06/754,029 patent/US4696429A/en not_active Expired - Lifetime
- 1985-07-11 AU AU44786/85A patent/AU570569B2/en not_active Ceased
- 1985-07-11 JP JP15146385A patent/JPS6138001A/en active Pending
- 1985-07-11 ES ES1985288032U patent/ES288032Y/en not_active Expired
- 1985-08-05 IN IN637/DEL/85A patent/IN163837B/en unknown
Patent Citations (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US2260238A (en) * | 1939-02-03 | 1941-10-21 | Theodore W Stedman | Tie plate arrangement for railroads |
US2867384A (en) * | 1954-10-01 | 1959-01-06 | Ohio Commw Eng Co | Method and article of manufacture for supporting rails |
GB896471A (en) * | 1958-06-25 | 1962-05-16 | Bull John Rubber Company Ltd | Improvements in or relating to rail pads |
DE1094781B (en) * | 1958-07-26 | 1960-12-15 | Midwest Rubber Reclaiming Comp | Elastic base plate for the railway superstructure |
DE2701597A1 (en) * | 1977-01-15 | 1978-07-20 | Walter Battermann | Railway track bed flexible underlay plate - has hollow ribs on underside with full length internal stems reaching toward base |
GB2003962A (en) * | 1977-09-07 | 1979-03-21 | Getzner Chemie Gmbh & Co | Laying railway ballast beds on structures |
DE3022322A1 (en) * | 1980-06-13 | 1981-12-24 | Metzeler Kautschuk GmbH, 8000 München | Railway track trough elastomer insulating bearing strip - has kidney shaped recesses in support ribs formed on one side |
AT370462B (en) * | 1980-07-25 | 1983-04-11 | Akzo Nv | RAILWAY CONSTRUCTION |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP0192983A2 (en) * | 1985-02-23 | 1986-09-03 | CLOUTH Gummiwerke AG | Mat of elastic material |
EP0192983A3 (en) * | 1985-02-23 | 1988-01-27 | CLOUTH Gummiwerke AG | Mat of elastic material |
AU577433B2 (en) * | 1985-02-23 | 1988-09-22 | Clouth Gummiwerke Ag | Resilient ballast mat for use in dampening impact noise |
EP0473554A2 (en) * | 1990-08-28 | 1992-03-04 | Fip Industriale S.P.A. | Anti-vibration resilient insulation material for ballast supported railroad tracks |
EP0473554A3 (en) * | 1990-08-28 | 1992-04-22 | Fip Industriale S.P.A. | Anti-vibration resilient insulation material for ballast supported railroad tracks |
EP0549559A1 (en) * | 1991-12-20 | 1993-06-30 | Allgemeine Baugesellschaft - A. Porr Aktiengesellschaft | Superstructure with concrete sleepers |
EP0609729A1 (en) * | 1993-01-28 | 1994-08-10 | SAAR-GUMMIWERK GmbH | Elastic ballast way support |
DE102006013851A1 (en) * | 2006-03-23 | 2007-09-27 | Db Netz Ag | Method for vibration damping of rail track onto an elastomer base layer and with ballast layers between elastomer layers |
WO2013004242A1 (en) * | 2011-07-06 | 2013-01-10 | Rockwool International A/S | A substructure system of a railway track |
Also Published As
Publication number | Publication date |
---|---|
ATE45601T1 (en) | 1989-09-15 |
ES288032U (en) | 1985-11-16 |
US4696429A (en) | 1987-09-29 |
EP0167844B1 (en) | 1989-08-16 |
JPS6138001A (en) | 1986-02-24 |
DE3572373D1 (en) | 1989-09-21 |
ES288032Y (en) | 1986-06-16 |
DE3425647A1 (en) | 1986-01-23 |
EP0167844A3 (en) | 1986-12-03 |
IN163837B (en) | 1988-11-19 |
AU570569B2 (en) | 1988-03-17 |
AU4478685A (en) | 1986-01-16 |
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