| RAIL.ONE GMBH Patent applications |
| Patent application number | Title | Published |
|---|
| 20100314795 | METHOD FOR THE PRODUCTION OF SWITCH TIES, AND SWITCH TIES PRODUCED ACCORDING TO SAID METHOD - Disclosed is a method for continuously producing switch ties which differ from one another with respect to the length thereof and the mounting position of rail fastenings. Said method comprises the following steps: one or more supporting metal sheets and/or one or more internal molds are mounted in a tie mold according to the length and the shape of the switch tie to be produced, or at lease one tie mold is used which is adapted to the geometry of the switch tie to be produced; bracing bars are inserted as a reinforcement; the bracing bars are simultaneously tightened in an automatic manner by means of pairs of spindles, each bracing bar being individually tightened; concrete is filled into the tie mold; the switch tie is allowed to set; the switch tie is removed from the mold. | 12-16-2010 |
| 20100308122 | CONCRETE SLEEPER AND METHOD FOR REGULATING THE POSITION OF RAILS - Concrete sleeper with fixing elements incorporated, insertable or inserted into a sleeper body for fixing rails, wherein the sleeper body of the concrete sleeper ( | 12-09-2010 |
| 20100276503 | Fixed carriageway for rail vehicles - Fixed carriageway for rail vehicles, which is mounted on resilient elements, the concrete support panel including prefabricated panels and a layer of in-situ concrete applied thereon, wherein the prefabricated panels rest on the resilient elements and form a monolithic bond with the in-situ concrete. | 11-04-2010 |
| 20100264222 | PERMANENT WAY FOR A RAILWAY AND DEVICE FOR READING INFORMATIONS CARRIERS PROVIDED IN THE PERMANENT WAY - Superstructure for a railway, wherein at least one component of the superstructure ( | 10-21-2010 |
| 20100181699 | CONCRETE SLEEPER AND METHOD FOR PRODUCING THE SAME - Method of manufacturing a concrete sleeper, comprising the following steps: insertion of pre-stressing rods into a sleeper mould, simultaneous automated tensioning of the individual pre-stressing rods, filling of the sleeper mould with concrete, leaving of the concrete to harden, removal of the concrete sleeper from the mould, wherein for one concrete sleeper more than four, in particular five to eight, pre-stressing rods are used and the pre-stressing rods are tensioned individually yet simultaneously. | 07-22-2010 |
