Railway sleeper and railway-sleeper manufacturing method

Patent metadata

Field	Value
Publication number	US-10704204-B2
Application number	US-201515525693-A
Country	US
Kind code	B2
Filing date	Nov 11, 2015
Priority date	Nov 11, 2014
Publication date	Jul 7, 2020
Grant date	Jul 7, 2020

Abstract

The present invention describes a railroad sleeper (1) for fixation of at least a pair of rails (2,2′) of a railroad network, comprising a contact surface (3), wherein each rail of the pair of rails (2,2′) is fixed spaced apart from each other, the railroad sleeper (1) being configured by comprising a hollow sector (4) delimited by association of the contact surface (3) with the anchorage walls (5,5′), thus establishing a free portion (17) adjacent to the anchorage walls (5,5′) and opposite the contact surface (3). The present invention further describes an embodiment in which the hollow sector (4) of the railroad sleeper is delimited by a support surface and the process of manufacturing a railroad sleeper.

First claim

What is claimed is:

1. A railroad sleeper ( 1 ) for fastening of at least one pair of rails ( 2 , 2 ′) of a railroad network, the railroad sleeper ( 1 ) comprising a contact surface ( 3 ), wherein each rail of the pair of rails ( 2 , 2 ′) is fixed spaced apart from each other, the railroad sleeper ( 1 ) comprising a hollow sector ( 4 ) delimited by association of the contact surface ( 3 ) with parallel anchorage walls ( 5 , 5 ′), thus establishing a free portion ( 17 ) adjacent to the anchorage walls ( 5 . 5 ′) and opposite the contact surface ( 3 ), wherein the contact surface ( 3 ) and the anchorage walls ( 5 , 5 ′) establish an inner wall ( 13 ), an outer wall ( 14 ) and an intermediate layer ( 15 ) of the railroad sleeper ( 1 ), so that:
the inner ( 13 ) and outer ( 14 ) walls of the railroad sleeper ( 1 ) are manufactured from a first polymeric material, and
the intermediate layer ( 15 ) is manufactured from a polymeric composition comprising a bending module higher than or equal to 5000 Mpa,

and wherein at least fixation blocks ( 10 ) or metallic plates ( 22 , 22 ′) are arranged at portions of the hollow sector ( 4 ) opposite the point of arrangement of the rails on the contact surface ( 3 ).

2. The railroad sleeper ( 1 ) according to claim 1 , wherein the first material is polypropylene, and the intermediate layer ( 15 ) is manufactured from a composition of polypropylene with fiberglass.

3. The railroad sleeper ( 1 ) according to claim 1 , wherein the intermediate layer ( 15 ) is manufactured from a composition of polypropylene with 5% to 40% by mass of fiberglass.

4. The railroad sleeper ( 1 ) according to claim 1 , wherein a first width (L 1 ) of the railroad sleeper is defined by the distance between the anchorage walls ( 5 , 5 ′), the anchorage walls ( 5 , 5 ′) further comprising support points ( 7 , 7 ′, 8 , 8 ′) opposite the points of association between the contact surface ( 3 ) and the anchorage walls ( 5 , 5 ′), the distance between the support points ( 7 , 7 ′, 8 , 8 ′) defining a second width (L 2 ) of the railroad sleeper ( 1 ).

5. The railroad sleeper ( 1 ) according to claim 4 , wherein the association between the contact surfaces ( 3 ), anchorage walls ( 5 , 5 ′) and support ( 7 , 7 ′, 8 , 8 ′) takes place by means of a segment in curve.

6. The railroad sleeper ( 1 ) according to claim 4 , wherein the support points ( 7 , 7 ′, 8 , 8 ′) are configured as simple support points ( 7 , 7 ′), wherein the first width (L 1 ) of the railroad sleeper ( 1 ) is equal to the second width (L 2 ) of the railroad sleeper ( 1 ).

7. The railroad sleeper ( 1 ) according to claim 4 , wherein the support points ( 7 , 7 ′, 8 , 8 ′) are configured as double support points ( 8 , 8 ′), wherein the first width (L 1 ) of the railroad sleeper is equal to or smaller than the second width (L 2 ) of the railroad sleeper ( 1 ).

8. The railroad sleeper ( 1 ) according to claim 7 , wherein the double support points ( 8 , 8 ′) protrude at least out of or into the hollow sector ( 4 ) of the railroad sleeper ( 1 ), wherein the double support points, when they protrude only into the hollow sector ( 4 ), establish the second width (L 2 ) equal to the first width (L 1 ) of the railroad sleeper ( 1 ).

9. The railroad sleeper ( 1 ) according to claim 7 , wherein the double support points ( 8 , 8 ′) protrude out of and into the hollow sector ( 4 ) of the railroad sleeper ( 1 ).

10. The railroad sleeper ( 1 ) according to claim 1 , wherein the contact surface ( 3 ) protrudes beyond the anchorage walls ( 5 , 5 ′).

11. The railroad sleeper ( 1 ) according to claim 1 , further comprising at least a support groove ( 9 ), each of the support grooves ( 9 ) protruding from the contact surface ( 3 ) to the hollow sector ( 4 ) of the railroad sleeper ( 1 ).

12. The railroad sleeper ( 1 ) according to claim 1 , wherein the support grooves ( 9 ) further protrude from at least one of the anchorage walls ( 5 , 5 ′) to the hollow sector ( 4 ) of the railroad sleeper ( 1 ).

13. The railroad sleeper ( 1 ) according to claim 1 , wherein the anchorage walls ( 5 , 5 ′) further comprise a plurality of anchorage teeth ( 12 ), the plurality of anchorage teeth ( 12 ) arranged on the anchorage walls ( 5 , 5 ′) that are not adjacent the hollow sector ( 4 ) of the railroad sleeper ( 10 ).

14. The railroad sleeper ( 1 ) according to claim 1 , wherein the contact surface ( 3 ) is a plane surface.

15. A railroad sleeper ( 1 ′) for fixation to at least one pair of rails ( 2 , 2 ′) of a railroad network, the railroad sleeper ( 1 ′) comprising a contact surface ( 3 ), wherein each rail of the pair of rails ( 2 , 2 ′) is fixed spaced apart from each other and further comprising a support surface ( 3 ′) opposite the contact surface ( 3 ), the railroad sleeper ( 1 ′) comprising a hollow sector ( 4 ) delimited by association of the contact surface ( 3 ) with the support surface ( 3 ′) and by means of anchorage walls ( 5 , 5 ′), wherein the contact surface ( 3 ), the support surface ( 3 ′) and the anchorage walls ( 5 , 5 ′) establish an inner wall ( 13 ), an outer wall ( 14 ) and an intermediate layer ( 15 ) of the railroad sleeper ( 1 ), so that:
the inner ( 13 ) and outer ( 14 ) walls of the railroad sleeper ( 1 ) are manufactured from a first polymeric material, and
the intermediate layer ( 15 ) is manufactured from a composition comprising a bending module higher than or equal to 5000 MPa.

16. The railroad sleeper ( 1 ′) according to claim 15 , wherein the first material is polypropylene, and the intermediate layer ( 15 ) is manufactured from a composition of polypropylene with fiberglass.

17. The railroad sleeper ( 1 ′) according to claim 15 , wherein the intermediate layer ( 1 ′) is manufactured from a composition of polypropylene with 5% to 40% by mass of fiberglass.

18. The railroad sleeper ( 1 ′) according to claim 15 , wherein the first width (L 1 ) of the railroad sleeper is defined by the distance between the anchorage walls ( 5 , 5 ′), the anchorage walls ( 5 , 5 ′) further comprising support points ( 7 , 7 ′, 8 , 8 ′) opposite the points of association between the contact surface ( 3 ) and the anchorage walls ( 5 , 5 ′), the distance between the support points ( 7 , 7 ′, 8 , 8 ′) defining a second width (L 2 ) of the railroad sleeper ( 1 ).

19. The railroad sleeper ( 1 ′) according to claim 18 , wherein the support points ( 7 , 7 ′, 8 , 8 ′) are configured as simple support points ( 7 , 7 ′), wherein the first width (L 1 ) of the railroad sleeper ( 1 ) is equal to the second width (L 2 ) of the railroad sleeper ( 1 ).

20. The railroad sleeper ( 1 ′) according to claim 18 , wherein the support points ( 7 , 7 ′, 8 , 8 ′) are configured as double support points ( 8 , 8 ′), wherein the first width (L 1 ) of the railroad sleeper is smaller than the second width (L 2 ) of the railroad sleeper ( 1 ), the double support points ( 8 , 8 ′) protruding out of the hollow sector ( 4 ) of the railroad sleeper (( 1 ′).

21. The railroad sleeper ( 1 ′) according to claim 18 , characterized in that the contact surface ( 3 ) and the support surface ( 3 ′) are plane surfaces; further the contact surface ( 3 ) and the support surface ( 3 ′) protrudes beyond the anchorage walls ( 5 , 5 ′), and the association between the contact surface ( 3 ), the support surface ( 3 ′), the anchorage walls ( 5 , 5 ′) and the support ( 7 , 7 ′, 8 , 8 ′) takes place by means of a segment in curve.

22. The railroad sleeper ( 1 ′) according to

Assignees

• Braskem Sa

Inventors

• Nose Guilherme Longa
• Trevizan Daniel Wenzer
• Muniz Da Silva Luiz Francisco
• Spada Jorge Luis Goudene
• Da Silva Zamith Claudio Pereira
• Junior Walter Vidon
• Vargas Renato Teixeira

Classifications

• B29L2031/06

  Rods, e.g. connecting rods {, rails, stakes (shafts B29L2031/75; poles, masts, posts B29L2031/766)} · CPC title

• B29K2509/08

  Glass · CPC title

• B29K2023/12

  PP, i.e. polypropylene · CPC title

• B29C48/92

  Measuring, controlling or regulating · CPC title

• B29C48/90

  with calibration or sizing, i.e. combined with fixing or setting of the final dimensions of the extruded article · CPC title