摘要:
The present invention relates to a rail which has a predetermined chemical composition and in which at least 90% of a metallographic structure from an outer surface of the rail bottom portion, as the origin, to a depth of 5 mm is a pearlite structure, a surface hardness HC of a foot-bottom central portion is in a range of Hv 360 to 500, a surface hardness HE of a foot-edge portion is in a range of Hv 260 to 315, and HC, HE, and a surface hardness HM of a middle portion positioned between the foot-bottom central portion and the foot-edge portion satisfy HC ‰¥ HM ‰¥ HE.
摘要:
An invention relating to a friction apparatus is disclosed. The disclosed friction apparatus is characterized by comprising: a first member having a first surface; and a second member having a second surface that contacts the first surface, and moving while in contact with the first member, wherein at least one of the first surface and the second surface is hardened.
摘要:
A system and method for hybrid personal transit and a hybrid personal transit vehicle. The vehicle can include an enclosure and a suspension system including a plurality of wheels, the suspension system adapted to control a positioning of the wheels over a range from substantially vertical to substantially horizontal, wherein the positioning of the wheels is substantially vertical for engaging a road surface, and wherein the positioning of the wheels is substantially horizontal for engaging a rail.
摘要:
The invention relates to a track element, especially a low-alloy steel rail for rail vehicles, the steel in the rail head of the track element having a ferrite content of 5 -15 vol.-% and a multi-phase bainite structure which consists of upper and lower bainite constituents.
摘要:
A rail (11) for electric railways, in particular tramways, is elastically embedded in a substructure (40). The electric insulation of the rail (11) with respect to the substructure (40) is adhesively applied to the rail surface by spraying in the form of an elastic, flexibily curing and volume-compressible and shear-flexible layer (20). The total thickness (25) of the layer (20) is at least 4 mm. The outer face (30) of the layer (20) is structured in such a way that it is adhesively joined with the substructure by bonding or a form-fit connection.
摘要:
Disclosed is a rail vibration absorber, comprising an elastic element (4), a mass (3) and at least one coupling frame (2). The coupling frame (2) has the same surface shape as a non-working surface coupling portion of a steel rail. The coupling frame (2) comprises at least one vibration absorption cavity (100). The mass (3) is at least partially disposed in the vibration absorption cavity (100) of the coupling frame (2). The elastic element (4) is arranged between the mass (3) and a wall of the vibration absorption cavity (100). The rail vibration absorber has a simple structure, stable performance and good weatherability, and can effectively slow wear to the steel rail and prolong the service life thereo£
摘要:
This invention relates to a wrought steel for producing parts for railway, railway crossings or railway switches comprising (in weight percent): -0.01 - 0.15 % carbon; -at most 0.5 % silicon; -10 – 15 % manganese; -at least 0.6 to 3.95 % molybdenum; -optionally one or more of the following elements i.0.05 to 0.2 % nickel and/or ii.0.05 to 0.2 % cobalt and/or iii.0.02 to 0.30 % Cr and/or iv.0.05 to 0.2 % copper; v. at most 5 ppm H; vi. at most 0.20 % V; vii. at most 0.10 % Nb; viii. at most 0.20 % Ti and/or Zr; ix. at most 50 ppm B; x. at most 250 ppm N; xi. at most 0.2 % Al; xii. at most 0.08 % S; xiii. at most 0.08 % P; xiv. at most 1.5 % W; -and balance iron and inevitable impurities and to a method of producing the wrought steel and its use.
摘要:
One aspect of the invention provides a rail arrangement in which a rail is releasably supported in an inner shell, and the inner shell and rail are received within an outer shell. This provides flexibility in that the design of the inner shell can be varied to provide different relative positioning of the rail with respect to the outer shell. Thus, the inner shell can be used to take account of sinking of the outer shell, which is typically cast into the rail foundations.