Composite railway sleeper

Abstract

A composite railway sleeper (1; 50; 100) comprising an outer coating shell (2; 51; 101) made of composite plastic material and a shaped structural core (3; 52; 102), made of a material comprising at least concrete contained within said outer coating shell (2; 51; 510; 101), wherein said outer coating shell (2; 51; 510; 101) presents in the upper outer face (2a; 51a; 101a) two distinct and opposite groups of grooves (4; 53) suitable to receive the angular guide plates (G) belonging to pre-assembled elastic type fastening systems (64) for the connection of two respective rails (R) with said railway sleeper (1; 50; 100).

Claims

1. A composite railway sleeper comprising: an outer coating shell made of composite plastic material; and a shaped structural core, made of a material comprising at least concrete contained within said outer coating shell, characterized in that an upper outer face of said outer coating shell comprises two distinct and opposite groups of grooves suitable to receive the angular guide plates belonging to pre-assembled elastic fastening systems for connection of two respective rails with said railway sleeper, wherein the material of said shaped structural core further comprises steel, in a shape of outlined stiffening engagements, embedded in said concrete, and of a folded containment and support sheet welded to said outlined stiffening engagements, further comprising a metallic reinforcement plate stably coupled above said shaped structural core and contained inside said outer coating shell, wherein said metallic reinforcement plate comprises a plurality of through slots adapted to allow passage of said concrete injected into said folded containment and support sheet.

2. The composite railway sleeper according to claim 1 characterized in that said distinct and opposite groups of grooves are symmetrically arranged each other with respect to a transverse symmetry axis (Y) of said outer coating shell.

3. The composite-railway sleeper according to claim 1 characterized in that said composite plastic material comprises recycled plastic and/or recycled rubber.

4. The composite-railway sleeper according to claim 3 characterized in that said recycled rubber includes fragments, frayed fibres, granules and combinations thereof from shredding end of life tires (EoLT) of vehicles.

5. The composite-railway sleeper according to claim 1, characterized in that said material of said shaped structural core further comprises a mixture of plastic material and recycled rubber, in a shape of a pair of composite shaped blocks embedded in said concrete and connected to each other through one or more steel bars embedded in said concrete.

6. The composite railway sleeper according to claim 1, wherein the material of said shaped structural core comprises a mixture of plastic material and recycled rubber, in a shape of a pair of composite shaped blocks embedded in said concrete and connected each other through one or more steel bars embedded in said concrete, characterized in that each of said outlined stiffening engagements corresponds to at least one side edge of a guide tooth that fits into a channel of vertical engagement made in at least one of opposite sides of each of said composite shaped blocks.

7. The composite railway sleeper according claim 1 characterized in that each of the side faces of said outer coating shell presents an S shape and a lower face of said outer coating shell presents a net design suitable to increase and improve the interaction forces between a ballast and said railway sleeper, thus contributing to increase strength to a lateral displacement of railway tracks during the passage of a train.

8. The composite railway sleeper according to claim 1, characterized in that said outer coating shell is an assembled body, being composed of an upper part and a lower part joined together by means of a coupling system and a high-strength glue.

9. The composite railway sleeper according to claim 1, characterized in that said outer coating shell is a single body suitable to ensure uniform coverage without joints.

10. The composite railway sleeper according to claim 8 characterized in that it comprises a piezoelectric system coupled with said shaped structural core and in direct contact with an inner surface, immediately below a rail, of said outer coating shell, suitable to be actuated by pressure exerted on said composite railway sleeper by passage of a train on a track in order to produce electric energy and transfer it through a cable wiring to an external accumulator, making it available on the net.

11. The composite railway sleeper according to claim 5, wherein said outer coating shell is an assembled body, being composed of an upper part and a lower part joined together by means of a coupling system and a high-strength glue, and further comprising a piezoelectric system coupled with said shaped structural core and in direct contact with an inner surface, immediately below a rail, of said outer coating shell, suitable to be actuated by pressure exerted on said composite railway sleeper by passage of a train on a track in order to produce electric energy and transfer it through a cable wiring to an external accumulator, making it available on a net, characterized in that said piezoelectric system comprises an electric contact housed in a cavity made at least in an upper face of at least one of said composite shaped blocks.

12. The composite railway sleeper according to claim 1 characterized in that it comprises a satellite data transmission system coupled with said outer coating shell and suitable to be actuated by a pressure exerted on said composite railway sleeper by passage of a train on a track and transmit in real time at least the following data: train speed, train length, number of wagons, track conditions, distance between two consecutive trains and distance between two opposite trains.

13. The composite railway sleeper according to claim 12 characterized in that said satellite data transmission system is integrated in an under-rail plate housed in a room made in an upper surface of said outer coating shell and connected with an external signal repeater through a wiring cable.

14. Railway track comprising: a pair of rails parallel and spaced apart from each other by a prefixed gauge; a plurality of composite railway sleepers, predominantly located between said rails being consecutive and spaced apart from each other in a linear direction defined by said rails and suitable to be placed close a foundation bed, each of said composite railway sleepers including: an outer coating shell made of composite plastic material; a shaped structural core, made of a material comprising at least concrete contained within said outer coating shell; pre-assembled elastic fastening systems which connect each of said rails with said railway sleeper, characterized in that said outer coating shell presents in an upper outer face two distinct and opposite groups of grooves which receive angular guide plates of said pre-assembled elastic fastening systems, wherein the material of said shaped structural core further comprises steel, in a shape of outlined stiffening engagements, embedded in said concrete, and of a folded containment and support sheet welded to said outlined stiffening engagements, further comprising a metallic reinforcement plate stably coupled above said shaped structural core and contained inside said outer coating shell, wherein said metallic reinforcement plate comprises a plurality of through slots adapted to allow passage of said concrete injected into said folded containment and support sheet.

Description

BRIEF DESCRIPTION OF THE DRAWINGS

(1) Further features and specifications of the invention will become more apparent from the following description, related to preferred embodiments of the composite railway sleeper which exclusive right is herewith claimed, given by indicative, but not limitative, way with reference to the appended drawings, in which:

(2) FIG. 1 is an exploded assonometric view of the composite railway sleeper of the invention;

(3) FIG. 2 is a plan view of the composite railway sleeper of FIG. 1;

(4) FIG. 3 is the side view of the composite railway sleeper of FIG. 1;

(5) FIG. 4 is the view of the shaped structural core of the composite railway sleeper of FIG. 1 according to a longitudinal section plane;

(6) FIG. 5 is an exploded assonometric view of a first possible embodiment of the composite railway sleeper of FIG. 1;

(7) FIGS. 6-9 are assonometric views of four distinct embodiments of the composite railway sleeper of FIG. 5, which differ each other in length;

(8) FIG. 10 is a partial and partly exploded assonometric view, in a not definitive configuration, of the shaped structural core of the composite railway sleeper of FIG. 5;

(9) FIG. 10a is a truncated enlargement of a constructive assembly of FIG. 11;

(10) FIG. 10b is the front view of FIG. 10a;

(11) FIG. 10c is the plan view of FIG. 10a;

(12) FIG. 10d is the side view of FIG. 10a;

(13) FIG. 11 is a particular still to be shaped of the composite railway sleeper of FIG. 5;

(14) FIG. 12 is the side view of FIG. 11;

(15) FIG. 13 is an embodiment of FIG. 12;

(16) FIG. 14 is the assembled and definitive side view of FIG. 10;

(17) FIG. 15 is the view of the schematic and theoretical development on a plane of one of the two main blocks of FIG. 14;

(18) FIG. 16 is the assembly sequence of the partial assonometric view of the shaped structural core of FIG. 10;

(19) FIG. 17 is the final assonometric view of the composite railway sleeper of FIG. 5 provided with an elastic type fastening system for the rail/sleeper connection;

(20) FIG. 18 is the assonometric and schematic view of the final part of the assembly process of the shaped structural core of the composite railway sleeper of FIG. 5;

(21) FIG. 19 is the complete assonometric view of the shaped structural core of the composite railway sleeper of FIG. 5;

(22) FIG. 20 is the exploded view of the outer cover of the composite railway sleeper of FIG. 5, according to a longitudinal section plane;

(23) FIG. 21 is the plan view of the upper part of FIG. 20;

(24) FIG. 22 is the plan view of the lower part of FIG. 20;

(25) FIG. 23 is the view from below of the lower part of FIG. 20;

(26) FIG. 24 is the view according to a longitudinal section plane of an embodiment of FIG. 20;

(27) FIG. 25 is the plan view of the upper part of FIG. 24;

(28) FIG. 26 is the view of FIG. 24 according to a longitudinal section plane;

(29) FIG. 27 is the view from below of the lower part of FIG. 24;

(30) FIG. 28 is a partial assonometric view of an embodiment of the shaped structural core of FIG. 10;

(31) FIG. 28a is a truncated enlargement of a constructive assembly of FIG. 28;

(32) FIG. 29 is the view of the schematic and theoretical development on a plane of one of the two main blocks of FIG. 28;

(33) FIG. 30 is the assonometric view of the reinforcement plate of the shaped structural core of FIG. 28, an embodiment of the reinforcing plate of FIG. 5;

(34) FIG. 31 is the truncated assonometric view of another embodiment of the composite railway sleeper of FIG. 1;

(35) FIG. 32 is an enlargement of FIG. 31 according to a longitudinal section plane;

(36) FIG. 33 is the truncated assonometric view of another embodiment of the composite railway sleeper of FIG. 1;

(37) FIG. 34 is an enlargement of FIG. 33 according to a longitudinal section plane.

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS

(38) The composite railway sleeper of the invention is illustrated in its basic version in FIG. 1, where it is globally numbered with 1.

(39) As it can be seen, the composite railway sleeper 1 includes:

(40) an outer coating shell 2 made of composite plastic material;

(41) a shaped structural core 3, made of a material comprising only concrete (or prestressed reinforced concrete) contained within the outer coating shell 2.

(42) In accordance with the invention, the outer coating shell 2 presents in the upper outer face 2a two distinct and opposite groups of grooves 4 suitable to receive the angular guide plates belonging to pre-assembled elastic type fastening systems (so-called W type) for the connection of two respective rails R with the railway sleeper.

(43) In particular, the two distinct and opposite groups of grooves 4 are symmetrically arranged each other with respect to the transverse symmetry axis Y of the outer coating shell 2.

(44) Preferably, the composite plastic material of the outer coating shell 2 comprises recycled plastic and/or recycled rubber.

(45) More in detail, the recycled rubber advantageously but not exclusively comprises fragments, frayed fibres, granules or similar resulting from the shredding of end of life tires (EoLT) of vehicles.

(46) FIG. 1, also, shows that, in this case, the outer coating shell 2 is an assembled body, being composed of an upper part 5 and a lower part 6 joined together by means of a coupling system, as a whole numbered with 7, and a high-strength glue, not represented.

(47) More specifically, the coupling system 7 comprises shaped teeth 8 protruding from the lower perimetrical edge 5a of the upper part 5 and shaped slits 9 formed in the upper edge 6a of the lower part 6, in which said shaped teeth 8 engage, for example by joint or snap-fitting.

(48) FIG. 4 also shows the position of the screw-nuts 10 in the shaped structural core 3, in which the locking screws, not shown, of the elastic type fastening system engage.

(49) The following FIGS. 5-27 show a first possible embodiment of the invention in which the composite railway sleeper, now generally indicated with 50, is formed by:

(50) an inner structure (or shaped structural core 52) consisting of a steel formwork (detail 53 in FIG. 5), concrete (detail 54 in FIG. 5), two composite shaped blocks (details 55 and 56 in FIG. 5) made of plastic material and recycled rubber resulting from EoLT (end of life tires), embedded in the concrete by means of four steel bars (details 57 in FIG. 10) at the under-rail sections;

(51) a steel reinforcement plate (detail 58 in FIG. 5);

(52) an outer structure consisting of a coating shell 51 made of recycled plastic material and recycled rubber resulting from EoLT (end of life tires) of special shape, geometry and design.

(53) Such a composite railway sleeper 50 preferably has dimensions as follow: length of the inner structure equal to 234.50 cm and length of the finished product, provided with the outer coating shell 51, equal to 248.50 cm.

(54) The process of production of the second embodiment described here of the composite railway sleeper 50 of the present invention starts from a steel support and containment sheet (detail 59 in FIGS. 10-13) on which three outlined stiffening engagements, for example made of steel and each having a T-shaped profile (details indicated with 60 in FIGS. 10 and 11) are welded, at the median axis of the short side.

(55) Said outlined stiffening engagements 60 present some slots 61 allowing conjunction of the concrete between the right side and left side of the inner structure.

(56) The outlined stiffening engagements 60 are welded on the steel support and containing sheet 59 by continuous wire welding and are positioned at a mutual distance such as to allow the coupling of the two shaped blocks 55 and 56 made of composite material according to appropriate distances and sizes.

(57) In order to facilitate the engagement of the shaped blocks 55, 56, the stiffening engagements 60 present guide teeth (detail 62 in FIG. 10) that fit into a channel of vertical engagement 63 present in both sides of the block, as clearly visible in the details of FIGS. 10a-10d.

(58) The composite shaped blocks 55, 56 (visible apart in FIG. 10a) are produced with a mixture of recycled plastic and rubber fragments obtained from EoLT (end of life tires).

(59) These composite shaped blocks 55, 56 have a particular shape, geometry and design that allow, in combination with the particular geometry, size and shape of the outer coating shell 51, use of W elastic type fastening systems of the rail R with direct laying, commonly defined in the field with the term SKL14 Vossloh or Schwihag or similarfrom the name of the manufacturers.

(60) The invention, supporting the use of this type of fastening systems, thus allows, compared to the state of the technique, gauge changes between the rails.

(61) Moreover, thanks to the use of these elastic type fastening systems, the invention can be used in high speed and high capacity lines. The W rail fastening system, visible in figure where it is overall numbered with 64, is a type of sleeper/rail attachment pre-assembled on the railway sleeper 50 during the construction at factory, at the two groups of grooves 53 made in the upper outer face 51a of the outer coating shell 51.

(62) After welding of the T-shaped outlined stiffening engagements 60, the metallic support and containment sheet 59 is folded, as shown in the sequence of FIG. 16.

(63) Subsequently, the two composite material shaped blocks 55, 56 are positioned, as again shown by the sequence of FIG. 16.

(64) Finally folding of the metallic support and containment sheet 59 is completed, as shown always by the sequence of FIG. 16.

(65) Subsequently, the structure thus obtained (FIG. 16) is welded to the metallic reinforcement plate 58 (e.g. made of steel) whose design, shape and structure can be derived from the exploded view of FIG. 5.

(66) Through slots 65 are made in the reinforcement plate 58 for the subsequent injection of the concrete inside the structure.

(67) After welding of the reinforcement plate 58 has been ultimated, the cavities of the structure are filled with concrete through the through slots 65. Filling is carried out through an injection pump by means of nozzles (shown in FIG. 18 where they are indicated with 66) which insert the cement inside the structure through the through slots 65 of the steel reinforcement plate 58.

(68) Some rubber plates 67 are provided at the base of the nozzles 66 which during injection seal the through slots 65 and prevent rash and harmful leakages of concrete.

(69) Short sides of the inner structure under formation (shaped structural core) 52 are, instead, sealed by means of two opposite plugs 68, 69 which prevent side leakage and which are removed after drying of the concrete.

(70) When the filling of concrete and its drying is ended, the inner structure 52 obtained (shown in FIG. 19) is covered by the outer coating shell 51 composed of a mixture of recycled plastic and rubber fragments obtained from EoLT (end of life tires).

(71) The outer coating shell, according to the shape, size and design that are particular to it, can be produced in two ways:

(72) assembled outer coating 51 which is composed of an upper part and a lower part 71 joined together by means of an engagement system as a whole marked with 72 in figure FIG. 20, and further bounded each other by means of a high-strength glue that gives defined stability to the structural assembly;

(73) one-piece outer coating 510 that ensures homogeneous coverage without joints as shown in section provided by FIG. 24 and subsequent FIGS. 25-27.

(74) After the covering with the outer coating shell 51 of the inner structure (shaped structural core) visible in FIG. 19, the railway sleeper 50 obtained presents some grooves 53 which, thanks to the particular shape, lend themselves to support the angular guide plates of the elastic type fastening system 64 with direct laying of the rail R, of the so-called SKL14 Vossloh or

(75) Schwihag type or similar.

(76) Production process continues and ends with the pre-assembly of the whole fastening system (member) 64 of the rail R of the SKL14 Vossloh or Schwihag type or similar.

(77) In another embodiment of the composite railway sleeper of the invention, shown partly in FIG. 28 and FIG. 29, the assembled outer coating shell 101 allows insertion within the structure of a piezoelectric system, overall indicated with 103, provided for the production and networking of electric energy, and/or housing of an under-rail plate with integrated data satellite transmission system.

(78) In this case, therefore, the invention is designed for housing the piezoelectric system 103 for producing and networking electricity.

(79) This is possible because, according to the present preferred embodiment, the composite shaped block 105, 106made of rubber and placed in the under-rail sectionof the shaped structural core 102 is replaced with a block model different from that one of FIG. 10 and detail of FIG. 10a: the shaped block 105, 106 presents a cavity 107 suitable to receive the piezoelectric system 103.

(80) The composite railway sleeper 100 (shown at FIGS. 31 and 32) with piezoelectric system 103 according to the current alternative embodiment presents a metallic reinforcement plate 108 shown in FIG. 30 and which, with respect to the reinforcing plate 58 of FIG. 5, has a through hole 109 that is placed at the cavity 107 of each shaped block 105, 106, so that the piezoelectric button 110 is in direct contact with the inner surface of the outer coating shell 101 at the under-rail section.

(81) Electricity produced is transferred to an external accumulator by means of a cable wiring 111 that connects the composite railway sleeper 100 with an accumulator (not shown) through the wiring room 112 made in the upper surface 101a of the outer coating shell 101.

(82) In order to allow wiring of the composite railway sleeper 100, provided with piezoelectric system 103 and described in the present embodiment, it uses an outer coating shell 101 with wiring room 112 as shown in FIGS. 31 and 32, different from the outer coating shell 2 or 51 previously described.

(83) The outer coating shell 101 of the composite railway sleeper 100 of the present invention can present a special room 113, made in the under-rail section, suitable to contain a plate 114 provided with an integrated satellite data transmission system, overall reported with 115, as it can be seen from FIGS. 33 and 34.

(84) Pressure exerted by the passage of the train activates the satellite transmission system which forwards in real time for example the following data:

(85) train speed;

(86) train length;

(87) wagons number;

(88) track conditions;

(89) distance between two consecutive trains;

(90) distance between two opposite trains.

(91) Said under-rail plate 114 with satellite data transmission system 115 is connected with an external signal repeater, not shown schematically, through a cable wiring, not shown, by means of a wiring room 116 (which may coincide or not with the wiring room 112 which allows the connection of the composite railway sleeper 110 with accumulator) arranged in the upper surface 101a of the outer coating shell 101.

(92) The composite railway sleeper of the invention, in versions 1, 50 or 100 up to now described, of length L.sub.2 equal to 248.50 cm (see FIG. 7), can be produced in further three different sizes (see FIGS. 6, 8 and 9): [0152] sleeper of length L.sub.1 equal to 199.70 cm for use in railway systems at narrow gauge of 950 mm or 1,000 mm (FIG. 6); [0153] sleeper of length L.sub.3 equal to 238.20 cm for use in conventional railway, metropolitan and tram systems with maximum track speed equal to 190 km/h (FIG. 8); [0154] sleeper of length L.sub.4 equal to 268.50 cm for use in high capacity and high speed railway systems with track speed higher than 250 km/h (FIG. 9).

(93) Upon variation of the dimensions of the composite railway sleeper of the invention as specified above, the dimensions of the steel support and containment plate vary, and the related T-shaped outlined stiffening engagements vary according to what is shown for instance in FIG. 12 for the sleeper of length L.sub.3 equal to 238.20 cm, in FIG. 13 for the sleeper of length L.sub.1 equal to 199.70 cm.

(94) Upon variation of the dimensions of the composite railway sleeper of the invention as specified above, the dimensions of the composite shaped blocks also vary.

(95) Moreover, upon variation of the dimensions of the composite railway sleeper of the invention as specified above, dimensions of the steel reinforcement plate shown in FIG. 5 or in FIG. 30 vary.

(96) Upon variation of the dimensions of the composite railway sleeper object of the present invention as specified above, the dimensions of the outer coating shell (either produced in a single body or assembled as described above) also vary.

(97) As already mentioned, an object of the present invention is also a railway track which, for the sake of simplicity, is not fully illustrated in the drawings that follow.

(98) The railroad track includes:

(99) a pair of rails R parallel and spaced apart each other by a prefixed gauge;

(100) a plurality of composite railway sleepers, of the type indicated with 1, 50 or 100, arranged at least predominantly between the rails one consecutive to the other and spaced apart each other in such a way as to define linear directions parallel each other and incident, generally orthogonally, the direction defined by the rails themselves and suitable to be placed superiorly close a foundation bed (rubble or ballast), each of these composite railway sleepers 1, 50 or 100 being of the type previously described and basically including:

(101) an outer coating shell 2, 51 or 101 made of composite plastic material;

(102) a shaped structural core 3, 52 or 102, made of a material comprising at least concrete contained within the outer coating shell 2, 51 or 101;

(103) pre-assembled elastic type fastening systems, of the type indicated with 64 in FIG. 17, which connect each of the rails

(104) R with the composite railway sleepers 1, 50 or 100.

(105) According to the invention, the outer coating shell 2, 51 or 101 presents in the upper outer face 2a, 51a or 101a two distinct and opposite groups of grooves 4 or 53 which receive the angular guide plates G of the pre-assembled W elastic type fastening systems 64 with direct laying of the rail.

(106) According to the description just given, it is understood, therefore, that the composite railway sleeper, object of the present invention, achieves the purposes and reaches the advantages previously mentioned.

(107) The composite railway sleeper of the invention has therefore particular shape, geometry, weight, design and structure, supports a W elastic type fastening system (formed by mechanical members), with direct laying of the rail, (for example that one known as SKL14 Vossloh fastening system or Schwihag fastening system or similar) while not being entirely made up of prestressed reinforced concrete and is advantageously used in high-speed and/or high capacity lines, even beyond 250 km/h, with gauge equal to 1,435 mm.

(108) Some of the innovative features of the composite railway sleeper of the invention compared to the prior art, therefore, consist in:

(109) outer coating with a shell, made of plastic material, preferably a mixture of plastic material and recycled rubber obtained from EoLT (end of life tires);

(110) upper outer face of outer coating shell having a pair of groups of grooves of particular shape and design, preparatory to receive W elastic fastening systems, with direct laying of the rail (normally known in jargon as SKL14 Vossloh, Schwihag fastening systems or similar);

(111) particular structure, shape and design of the shaped structural core designed to receive a piezoelectric system aimed at the production and networking of electricity;

(112) particular structure, shape and design of the outer coating shell, designed to house an under-rail plate provided with an integrated satellite data transmission system.

(113) Compared to the railway sleepers of similar application, intended to high speed tracklines, as mentioned made of prestressed reinforced concrete, the composite railway sleeper of the present invention implies a drastic reduction of the pulverization of the ballast and a considerable increase of the strength to lateral displacement of the track due to the passage of the train.

(114) The composite railway sleeper of the invention also involves considerable speed assembly and high installation rapidity during construction, renovation and maintenance works since the rail fastening system is pre-assembled at factory.

(115) It is, finally, clear that several other changes could be made to the composite railway sleeper concerned, without departing from the principle of novelty intrinsic in the inventive idea expressed herein, as it is clear that, in the practical implementation of the invention, materials, shapes and sizes of the illustrated details could be changed, as needed, and replaced with others technically equivalent.

(116) Where the constructive features and techniques mentioned in the following claims are followed by reference numbers or signs, those reference signs have been introduced with the sole objective of increasing the intelligibility of the claims themselves and therefore they have no limiting effect on the interpretation of each element identified, by way of example only, by these reference signs.