EP2531652A1 - Gleisbettmatte für einen eisenbahnoberbau - Google Patents
Gleisbettmatte für einen eisenbahnoberbauInfo
- Publication number
- EP2531652A1 EP2531652A1 EP11703592A EP11703592A EP2531652A1 EP 2531652 A1 EP2531652 A1 EP 2531652A1 EP 11703592 A EP11703592 A EP 11703592A EP 11703592 A EP11703592 A EP 11703592A EP 2531652 A1 EP2531652 A1 EP 2531652A1
- Authority
- EP
- European Patent Office
- Prior art keywords
- mat
- range
- railway superstructure
- superstructure according
- trackbed
- 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
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
- 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
- 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 railway superstructure with elastic pad, in particular track mat or
- Such a railway superstructure is known from EP 0 922 808 A2.
- a two-layer, resilient mat is used, the upper layer consists of Polyurethanangundenem rubber granulate and the lower layer of a rock wool plate.
- One of the tasks of this resilient mat is to hinder the generation and propagation of low-frequency sound.
- the resilient mat of the railway superstructure forms a mass-spring system that leads to the correct tuning of the spring to an effective sound-absorbing storage of the tracks and thus the rails.
- Synthetic rubber formed with a thickness between 15 mm and 40 mm.
- Elastomer layer which lies between the superstructure and the ground, is known from DE 10 2006 013 851 AI and serves to reduce vibrations on railway tracks.
- Young's modulus can be adjusted at a
- the invention is therefore based on the object to provide a resilient mat for railway superstructure, the suspension behavior in the mass-spring system formed with the railway superstructure to a low
- Voting frequency below 100 Hz leads and their
- resilient mat is a track mat made of polyurethane-bonded rubber recycling material. Further, perforations are disposed in the mat across the plane of the mat, which are distributed over the surface and can form a grid and make up a volume fraction in the range of 10 to 40% of the volume of the mat.
- Trackbed mats are preferably of a density in the
- the plate thickness is in the range of 10 to 50 mm.
- the starting material for producing the resilient mats can be procured inexpensively, and also the
- the mat thus shows the overall behavior of a soft spring, while the load capacity of the mat withstands the stresses of driving on the tracks.
- the width of the perforations is freely selectable in a large area. For the production of perforated mats, a range of diameters of 5 to 30 mm is well suited.
- the suspension behavior of the perforated mat or plate can be described with the so-called bedding module.
- the static bedding modulus (for static loads) should be in the range of 0.005 to 0.08 N / mm 2 and the dynamic Modulus be in the range of 0.02 to 0.1 N / mm 2 .
- An excellent value of the static bedding modulus is 0.014 N / mm 2 and of the dynamic bedding modulus 0.04 N / mm 2 at a material thickness of 23 mm.
- the gum recycled material is fibrous material
- the rubber fibers thus obtained can be present in a length range of 1 to 20 mm and make up a proportion of between 20 and 90% of mat material. Rubber granulates with a grain size between 1 and 5 mm can account for up to 60% of the mat material.
- Track bed mat made of polyurethane of a specification as follows:
- Static pressure module 0.06 to 0.42 MPa
- Ballast modulus in the range of 0.005 to 0.08 N / mm 2 and with a dynamic ballast modulus in the range of 0.02 to 0.1 N / mm 2 for the mat as such is achieved.
- FIG. 1 shows a cross section through a railway superstructure
- FIG. 2 shows a cross section through a roadway
- Fig. 3 is a perforated track mat. Detailed description of the invention
- the railway superstructure shown in Fig. 1 forms a track with two rails 1, with concrete sleepers 9 and a ballast layer 6. Below the ballast layer 6, a film or a fabric 7 may extend, as is known.
- the railway superstructure is closed to the ground 8 through a trackbed mat 10 which extends in length and width under the entire ballast layer 6 and consists of polyurethane-bonded rubber recycling material, as will be described in detail below.
- the trackbed mat 10 is made of individual plates of z. B 2000 x 1000 mm Dimensions, if necessary combined with waste. For a uniform embedding too
- the track mat is preferably applied in two layers with non-intersecting shocks.
- the thickness of a ballast bed is 300 to 390 mm in Depending on the design speed and can be divided into two layers, with one layer of the trackbed mat as an intermediate layer and the other layer as a sub-camp of the ballast bed.
- Plate thickness and the plate density taking into account the volume fraction of the perforations 11 chosen suitable for the respective application areas.
- the road surface shown in Fig. 2 is constructed in layers and includes tram rails 1, which in interposed Kammer Strukturllmaschinen 2 in a
- Pavement layer is included as a pavement 3.
- the rails 1 are mounted on a concrete slab 5, which may have a thickness between 200 and 400 mm. Between rail foot and concrete slab 5 is an elastic
- Mounting plate 4 added to the sound generation when
- the trackbed mat 10 is shown in more detail in Fig. 3 and has a plate thickness in the range of 10 to 50 mm.
- the dimensions depend on the application and may include plates with lengths of 1000 to 2000 mm and widths of 500 to 1000 mm. In the plate body across the
- Plate level holes are regularly attached 11, which are formed continuously or as blind holes.
- volume of the holes 11 is 10 to 40% of
- the hole diameter is in the range of 5 to 30 mm.
- the mats are made of recycled rubber bonded by polyurethane. You first press thicker blocks and split in a later
- Track bed mat is measured by the ballast module according to DIN 45673-7.
- the ballast module according to DIN 45673-7.
- Compressive stress in this mat was 0.15 N / mm 2 .
- the specially described mat is for the elastic storage and structure-borne noise of buildings and
- the elastic support plate 4 of a polyurethane plate or a rubber plate with a Shore A hardness of 65 may exist to accommodate the significant surface load on the rail. In such a plate sets a depression, which is 10 times smaller than would be set at the same load, if 5 an equally sized plate of the mat training 10th
- bearing plates 4 are unsuitable as trackbed mats 10, it lacks the necessary compliance. Conversely, plates are the type of
- the trackbed mats 10 can also be made of polyurethane
- bedding modulus should be in the range of 0.005 to 0.08 N / mm 2 and for the dynamic bed modulus in the range of 0.02 to 0.1 N / mm 2 .
- Casting skin is provided.
- the dimensions of the polyurethane mat are in the range of dimensions of the track bed mats 10 of recycled rubber material but with a tendency to thinner web walls 12.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Railway Tracks (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
PL11703592T PL2531652T3 (pl) | 2010-02-02 | 2011-02-02 | Mata antywibracyjna dla nawierzchni toru |
EP15192311.7A EP3002368B1 (de) | 2010-02-02 | 2011-02-02 | Eisenbahnoberbau mit gleisbettmatte |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE202010001748U DE202010001748U1 (de) | 2010-02-02 | 2010-02-02 | Gleisbettmatte für einen Eisenbahnoberbau |
PCT/EP2011/000463 WO2011095325A1 (de) | 2010-02-02 | 2011-02-02 | Gleisbettmatte für einen eisenbahnoberbau |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15192311.7A Division EP3002368B1 (de) | 2010-02-02 | 2011-02-02 | Eisenbahnoberbau mit gleisbettmatte |
Publications (2)
Publication Number | Publication Date |
---|---|
EP2531652A1 true EP2531652A1 (de) | 2012-12-12 |
EP2531652B1 EP2531652B1 (de) | 2015-11-25 |
Family
ID=43645920
Family Applications (2)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15192311.7A Not-in-force EP3002368B1 (de) | 2010-02-02 | 2011-02-02 | Eisenbahnoberbau mit gleisbettmatte |
EP11703592.3A Active EP2531652B1 (de) | 2010-02-02 | 2011-02-02 | Gleisbettmatte für einen eisenbahnoberbau |
Family Applications Before (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
EP15192311.7A Not-in-force EP3002368B1 (de) | 2010-02-02 | 2011-02-02 | Eisenbahnoberbau mit gleisbettmatte |
Country Status (4)
Country | Link |
---|---|
EP (2) | EP3002368B1 (de) |
DE (1) | DE202010001748U1 (de) |
PL (2) | PL2531652T3 (de) |
WO (1) | WO2011095325A1 (de) |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN111395061B (zh) * | 2020-03-24 | 2021-11-09 | 中铁二院工程集团有限责任公司 | 下穿运营桥梁轻质路基结构、设计与施工方法 |
AT526492A1 (de) * | 2022-09-07 | 2024-03-15 | Getzner Werkstoffe Holding Gmbh | Schwellensohle |
Family Cites Families (8)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS52147809A (en) * | 1976-06-04 | 1977-12-08 | Japanese National Railways<Jnr> | Vibration-proof track member laminated with elasticity adjusting plate |
JPS54153407A (en) * | 1978-05-24 | 1979-12-03 | Japanese National Railways<Jnr> | Vibration-proof rail employing perforated foamed board |
DE19706708C2 (de) * | 1997-02-20 | 1999-05-20 | Contitech Holding Gmbh | Vorrichtung zur Schalldämpfung einer festen Fahrbahn |
DE19753328A1 (de) | 1997-12-02 | 1999-07-01 | Sedra Asphalt Technik Biebrich | Federnde Matte für Eisenbahnoberbau |
DE19952803C2 (de) | 1999-11-02 | 2002-01-24 | Heitkamp Deilmann Haniel Gmbh | Oberbau für schienengebundene Fahrzeuge des öffentlichen Nahverkehrs sowie Verfahren und Vorrichtung zu seiner Herstellung |
BE1014044A3 (fr) * | 2001-03-07 | 2003-03-04 | Cogifer Tf Sociutu Anonyme | Systeme d'isolation vibratoire pour voies ferrees. |
DE102006013851A1 (de) | 2006-03-23 | 2007-09-27 | Db Netz Ag | Schottertragschicht auf tiefliegender Elastomerschicht |
EP2014831A1 (de) * | 2007-07-12 | 2009-01-14 | Feronia S.A. | Vorfabriziertes Modul für eine Schienenstrecke und Herstellungsverfahren für dieses Modul |
-
2010
- 2010-02-02 DE DE202010001748U patent/DE202010001748U1/de not_active Expired - Lifetime
-
2011
- 2011-02-02 PL PL11703592T patent/PL2531652T3/pl unknown
- 2011-02-02 EP EP15192311.7A patent/EP3002368B1/de not_active Not-in-force
- 2011-02-02 WO PCT/EP2011/000463 patent/WO2011095325A1/de active Application Filing
- 2011-02-02 EP EP11703592.3A patent/EP2531652B1/de active Active
- 2011-02-02 PL PL15192311T patent/PL3002368T3/pl unknown
Non-Patent Citations (1)
Title |
---|
See references of WO2011095325A1 * |
Also Published As
Publication number | Publication date |
---|---|
EP3002368A1 (de) | 2016-04-06 |
WO2011095325A1 (de) | 2011-08-11 |
PL3002368T3 (pl) | 2017-08-31 |
DE202010001748U1 (de) | 2011-06-09 |
EP3002368B1 (de) | 2017-03-15 |
PL2531652T3 (pl) | 2016-06-30 |
EP2531652B1 (de) | 2015-11-25 |
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