OBJECT OF THE INVENTION
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The main object of the present invention comprises a damping material for railway rails, a prefabricated block for support of railway rails which incorporates said damping material, a rail encased in said damping material, and the process for the preparation of said block and said rail, all specially designed for the damping support of railway rails.
BACKGROUND OF THE INVENTION
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The use of granulated products derivated from the recycling of tyres for the support and damping of train rails is known at present.
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For example, document
JP2002326225 discloses the use of rubber chips obtained by the grinding-up of used tyres, as a fill element between the rails in the construction of railway tracks, with the object of providing elasticity to the rails.
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Korean patent document
KR20020050095 discloses a product based on polymer and gravel which employs used tyres and which is used in the construction of a railway track which has reduced noise and vibration. In that document, the combined use of polymer and recycled tyres together with gravel without defined proportions is disclosed.
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Korean patent document
KR20040017012 relates to a railway sleeper composed of a steel block whereon the rails are supported and an injected coating of recycled tyre powder, which serves as a support to the assembly of the rails and the block of steel.
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European Patent Application
EP1197598 discloses a vibration damper situated between the rails of a railway track, with an intermediate arrangement between the sleepers whereupon the rails are supported. specifically detailed in claim 7, of the manufacture of the vibration damper from elastic materials which dampen the vibrations, such as granules of recycled rubber embedded in a polyurethane matrix.
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Spanish utility model application
ES1065079 discloses a rail support block assembly consisting of a prefabricated plastic tray and a block. The assembly is mounted in the sub-structure of a railway track. The block is comprised of an upper part, a base and a peripheral wall, and at least one rail is supported on said block. The plastic tray is formed by two encapsulated trays and an elastomeric elastic structure is disposed there between which contains a type of cork called 'Corkelast'. The outer tray is prefabricated from plastic or concrete and has anchorages for coupling to concrete slabs. Nevertheless, the use of the prefabricated elastic tray based on a sandwich of two other trays with a filling of elastomeric material presents various drawbacks, not least of which is a relative heaviness and the lack of the use of waste materials.
DESCRIPTION OF THE INVENTION
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The damping material of the invention has an optimal constitution to be used in the support and damping of railway rails, it is very light and has environmental advantages because it avails of the granulated remains (hereinafter, simply referred to as 'granules') derived by the recycling of tyres.
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In accordance with the invention, the damping material comprises a solid mixture of the granules produced by the recycling of used tyres, and 5% - 45% of a binding polymer in relation to the weight of granules.
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The polymer may be polyurethane or epoxy.
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The addition of specific amounts of water may be required in the preparation of the polymers, something which is also required in the casing of polyurethane polymers (the water acts as a catalyst). In that event, the preferred amount of water used is equivalent to 2% of the total weight of the polymer.
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In general, a greater or lesser stiffness can be imparted to the material of the invention, by adjusting the grading of the granules or granulometry as well as the nature and proportion of the polymers used, varying its characteristics in respect of the damping of noise and vibration: Less damping of noise and vibration is produced in respect of greater stiffness and vice-versa.
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Another object of the invention relates to a prefabricated block which can serve for the assembly of a track panel, which is a track seated on a slab of concrete, instead of on the traditional ballast. This block incorporates parts of the material of the invention which result in the presentation of reduced noise and vibration characteristics. In addition, it is easy to handle and has reduced weight and costs. These blocks are designed specifically to support the track rails which can be used in railway tracks, light rail and heavy rail. The pre-fabricated block of the invention comprises a solid die shaped block, normally of concrete; means for fixing the rail or rails to said solid block; and a part joined to the solid block constituted from the damping material of the invention.
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The fastening means comprise any type of fastening devices, for example Vossloh fasteners. In addition, reinforcement means may be embedded in the base whose exposed parts play a role in the fixing of the prefabricated block to the concrete slab, if this is manufactured after the arrangement of the prefabricated block.
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In order to achieve the joining of the base and the solid block, the manufacturing procedure of the block comprises kneading a mixture of granules and polymers corresponding to the damping material, disposing said mixture in a mould before curing, disposing the reinforcing as required therein beforehand, and the subsequent insertion of the solid block, once the mixture of damping material has been removed from the mould after curing.
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Another object of the present invention consists of a rail encased in the damping material of the invention. This is also designed to be assembled in a track panel and is designed specially to support the railway rails which can be used in railway tracks, light rail and heavy rail. It has the advantage that it remains embedded and at the same level as the panel, which enables the traffic of other vehicles on the track.
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The encased rail of the invention dampens effectively the noise and vibrations produced by the passage of the passing trains, it has a reduced cost and provides all of the advantages inherent to a slab track system, enabling a greater durability of rails and a lack of mechanical fittings and avoiding the needs for realignment of rails. It also has a high electrical resistance and is completely watertight.
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The encased rail comprises a unitary configuration formed from a casing made from the damping material of the invention and a rail embedded and adhered to said casing in a manner that its periphery is completely covered with the exception of its superior running surface.
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It should be pointed out that this description employs the term "encased rail" to describe the assembly of the rail and the casing of damping material, and the term "rail" to refer to the rail proper.
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The procedure of the manufacturing of the encased rail of the invention comprises the kneading of the mixture of the granules and the polymers, making a laid base in a mould using a first quantity of the mixture, and the arrangement of a rail on that laid base, and the filling of the side parts of the mould, levelling up to the top of the rail, and removing from the mould after curing. Following this procedure enables the casing of damping material which is adhered perfectly to the rail and which is a single piece.
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The casing preferably has an overtilted prism shape which features a planar lower support surface. Moreover, to improve its grip on the slab of concrete or asphalt, it is envisaged that some profiles may be implemented in its outline.
DESCRIPTION OF THE DRAWINGS
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To complement this description and in order to aid towards a better understanding of the characteristics of the invention, in accordance with a preferred example of practical embodiment thereof, a set of drawings is attached as an integral part of the description, where, with illustrative and non-limiting character, the following has been represented:
- Figure 1: Shows a cross-section view of the block of the invention.
- Figure 2: Shows a perspective view of the block of the invention.
- Figure 3: Shows a cross-section view of the encased rail of the invention.
- Figure 4: Shows a perspective view of the block of the encased rail of the invention installed in an assembly of a track panel
PREFERRED EMBODIMENT OF THE INVENTION
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The damping material of the invention comprises a solid mixture formed from granules derived from the recycling of used tyres, and 5% - 45%, based on the weight of granules, of a binder polymer.
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Moreover, it is estimated that in all of the mixtures employed for the polymers a constant quantity of water equivalent to 2% of the total weight of the polymers is included.
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The polymers may be polyurethane or epoxy.
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In the case of polyurethane polymer, the mixture may be made at ambient temperatures, with the curing thereof over a period of approximately 24 hours.
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The granules of tyres may employ mixtures of different granulometries or specifically thick granulometry or G (wherein the size of the granules is comprised between 2 and 5 mm), medium or M (size of the granules comprised between 0.5 and 2 mm), and fine or F (size of less than 1 mm).
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One application of the invention devised for heavy railway vehicles, shown in Fig. 1 and 2, comprises a prefabricated block (1) which incorporates the damping material described. The prefabricated block (1) comprises a solid die block (2) with approximately cubic shape, normally of concrete; fixing means (3) of the railway rails (4) to said die block (2); and a base (5) constituted from the damping material of the invention and joined to the solid block. The fastening means (3) comprise in this embodiment U-shaped brackets (30), seated pieces (31) and screwed-in ties (32). Furthermore, in a preferred variant embodiment of the invention, the base (5) has an elongation (5a), as shown in Fig. 1, which is disposed overlapping the peripheral lower ends of the solid die block (2) assisting in the fastening thereto.
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The block (1) is specially designed for the assembly of slab tracks systems, and for this purpose the arrangement of protruding frameworks (50), which are typically integrated in the base (5) which, while embedded in the concrete slab, and although not shown in Fig. 1 or 2, enables an effective fixing of the block thereto.
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A very preferred variant of the damping material of the invention for the block (1) of the invention comprises using 35% - 45% of a polyurethane polymer in respect of the weight of the granules for the base (5), with said granules being of a course grade of type C. In the side extensions (5a) of the block a mixture is employed comprised of 35% - 45% of a polyurethane polymer in respect of the weight of the granules and granules derived from the recycling of tyres which have a medium, or type M grade, or fine or type F grade.
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Another preferred variant of the damping material of the invention comprises using a mixture of 5 - 15% of polymer in respect of the weight of the granules as the damping material and granules derived from the recycling of tyres with a medium or M grade, or a fine or F grade.
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The procedure of the manufacture of the block (1) comprises: kneading a mixture of granules and polymer corresponding to the damping material, introducing said mixture to a mould before curing it, and inserting the block immediately, then removing from the mould once the mixture of the damping material is cured. In addition, the frameworks (50) may be disposed in the mould before introducing the mixture.
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In any event, the damping material is perfectly adhered to the block (2) on the curing of the mixture of granules and the polymer in contact therewith.
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In accordance with another application of the invention designed for railway tracks, light rail and heavy rail (see Figs. 3 to 5), an encased rail (40) has been designed cased in the damping material of the invention. The encased rail (40) comprises a casing (41) constituted based on said damping material of the invention, and the railway rails (4a) embedded in said casing (41). The casing (41) covers and adheres to the entire periphery of the railway rails (4a) with the exception of the upper running surface (4ab), and once assembled remains embedded in the concrete slab (60) allowing wheeled traffic (see Fig. 5). The rail referred to in Figs. 3 to 5 designated by the reference (4a) is thus distinguished from the railway rails (4) which may be used in the block (1) and shown in Fig.1 and Fig. 2, since they have different sections.
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The casing (41) preferably has an overtilted prismatic shape, and it is envisaged that its outline incorporates profiles which improve its fixing to the slab (60). These profiles, preferably take the form of lower side heels (43), which also increases the lower support surface of the encased rail (40).
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A variant of the encased rail (40) is shown in Fig. 3. It comprises using 25% - 35% of polyurethane polymer in relation to the weight of the granules for the casing (41), with the granules being based on a mixture of grades C and M ideally in an approximate proportion of 50% each.
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Another variant of the embedded rail (40) is shown in Fig. 3. It comprises using 25% - 35% of polyurethane polymer in relation to the weight of the granules for the casing (41), with the granules comprising a mixture of grade M.
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The procedure of preparation of the encased rail (40) comprises: kneading a mixture of granules and resin; making a laid base in a mould using a first quantity of the mixture, and the arrangement of the railway rails (4a) on that laid base; filling of the side parts of the mould, levelling up to the top of the rail (4a), and removing from the mould after curing. Following this procedure enables the casing of damping material which is adhered perfectly to the rail and which is a single piece.
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In any event, the casing (41) is disposed wrapping the side faces and underside of the rail (4a) and is perfectly adhered thereto, once the mixture of polymer and granules in contact with the railway rails (4a) are cured.