Vacuum tube railway system comprising a vacuum tube mounted on a ground support, a magnetic levitation railway track mounted inside a wall forming the vacuum tube for guiding a magnetic levitation railway vehicle, the vacuum tube assembled in sections along the ground support, at least some of a plurality of sections of vacuum tube being coupled together by a dilatation joint configured for hermetically sealing a dilatation gap between said sections of tube. The dilatation joint comprises at least first and second support plates mounted on an outer surface of the tube wall, a first support plate fixed to a first section of vacuum tube and a second support plate being fixed to a second section of vacuum tube, the support plates extending longitudinally over the dilatation gap over a length (L1) greater than a maximum dilatation gap (G).

The invention is a system and method for repairing, improving, and stabilizing subgrade and subsoil/natural ground layers of a rail bed generally consisting of softer soils. One embodiment includes a method of installing subsurface inclusions and ballast fills comprising injected slurry mixtures of stabilizing material such as cement grout mixed with in situ soil. Another embodiment includes a system of installed ground inclusions and ballast fills. Another embodiment includes an integrated system of equipment for emplacing the system of inclusions and ballast fills.

Vacuum tube railway system comprising a vacuum tube mounted on a ground support, a magnetic levitation railway track mounted inside a wall forming the vacuum tube for guiding a magnetic levitation railway vehicle, the vacuum tube assembled in sections along the ground support, at least some of a plurality of sections of vacuum tube being coupled together by a dilatation joint configured for hermetically sealing a dilatation gap between said sections of tube. The dilatation joint comprises at least first and second support plates mounted on an outer surface of the tube wall, a first support plate fixed to a first section of vacuum tube and a second support plate being fixed to a second section of vacuum tube, the support plates extending longitudinally over the dilatation gap over a length (L1) greater than a maximum dilatation gap (G).

The invention is a system and method for repairing, improving, and stabilizing subgrade and subsoil/natural ground layers of a rail bed generally consisting of softer soils. One embodiment includes a method of installing subsurface inclusions and ballast fills comprising injected slurry mixtures of stabilizing material such as cement grout mixed with in situ soil. Another embodiment includes a system of installed ground inclusions and ballast fills. Another embodiment includes an integrated system of equipment for emplacing the system of inclusions and ballast fills.

An apparatus for discharging multi-component adhesives of at least two fluidic components onto a granular ballast bed of a railway rail train includes of at least two separate carriages, which can be transferred into a vehicle or a trailer by having the vehicle or the trailer equipped on the inside with rails onto which the carriages can be rolled. The wagons can thus be transported by road to the usage site and can be put into operation by placing them from the trailer onto the tracks of the railway track using extendable rails. The apparatus allows the fully automatic spreading of adhesives over long distances to a ballast bed, so that the ballast bed is bonded in so that trains can continue to run normally. The entire apparatus can be loaded, transported and unloaded on site and put into operation by just two persons.

An apparatus for applying a single-component or multi-component adhesive to a ballast bed of a stretch of rails in a rail path, includes a container for the adhesive and elements for conveying the adhesive for application are mounted on a supply vehicle which can be driven on, or adjacent to, the rail path. The adhesive is guided from the supply vehicle with a hose having a one nozzle. The apparatus further includes a trolley that can be temporarily coupled and secured to a rail, and can be moved in a rail-bound manner at a desired and uniform speed independently of the supply vehicle. The trolley supports a boom on which the nozzle is mounted, so that a defined depth of penetration of the adhesive can be maintained by the apparatus at a uniform running speed of the trolley and defined flow rates of the adhesive depending upon the characteristics of the ballast bed and spray pattern.

The invention is a system and method for repairing, improving, and stabilizing subgrade and subsoil/natural ground layers of a rail bed generally consisting of softer soils. One embodiment includes a method of installing subsurface inclusions and ballast fills comprising injected slurry mixtures of stabilizing material such as cement grout mixed with in situ soil. Another embodiment includes a system of installed ground inclusions and ballast fills. Another embodiment includes an integrated system of equipment for emplacing the system of inclusions and ballast fills.

An apparatus for discharging multi-component adhesives of at least two fluidic components onto a granular ballast bed of a railway rail train includes of at least two separate carriages, which can be transferred into a vehicle or a trailer by having the vehicle or the trailer equipped on the inside with rails onto which the carriages can be rolled. The wagons can thus be transported by road to the usage site and can be put into operation by placing them from the trailer onto the tracks of the railway track using extendable rails. The apparatus allows the fully automatic spreading of adhesives over long distances to a ballast bed, so that the ballast bed is bonded in so that trains can continue to run normally. The entire apparatus can be loaded, transported and unloaded on site and put into operation by just two persons.

An assembled section of a train rail track structure comprises an electrically isolating cross tie comprising a c-face down open channel defining at least one of a plurality of holes, tabs and notches in a flange at a top thereof and in a plurality of sides thereof proximal to each end of the open channel cross tie. The assembled section also includes an angle plate configured with a horizontal portion and a vertical component to cover an end portion of the c-face down open channel and directly fasten thereto via at least one of a plurality of holes, tabs and notches complementary thereto. The assembled track further includes a first section of electrically isolating cross ties comprising a first warning color closest a rail crossing and a second section of cross ties immediately beyond the first section comprising a second warning color and coordinated flashing and strobing lights attached thereto.

A train rail track structure system includes a c-face down steel channel cross tie defining a plurality of holes in a top wider web surface thereof and a protrusion with perpendicular faces extending from an underside of the top surface, the holes configured to pass a fixative and solidifying mixture into a ballast bed there beneath. The protrusion anchors the steel channel cross tie in the fixative and solidifying mixture and the ballast bed. The disclosed system also includes a c-face down steel channel connecting link defining a receptacle for at least one intermediate rail support member in a top wider web surface thereof. The link also defines tabs and notches proximal to both longitudinal ends of the steel channel connecting link configured to interleave with at least one steel channel cross tie and interlock the steel channel connecting link to the steel channel cross tie.