Concrete carriageway for rail vehicles

1. A concrete carriageway for rail vehicles, comprising:

a single- or multiple-block sleepers embedded in a carriageway panel, the carriageway panel having areas of thinned cross-section extending transverse to the direction of travel from one edge of the carriageway panel to an opposite edge, said areas of thinned cross-section being formed as grooves or joints or notches in the carriageway panel, the areas of thinned cross-section being defined at least in part by at least one force transmission-interrupting body embedded in the carriageway panel, the at least one force transmission-interrupting body being comprised of a foil, plate, slab or textile; and

at least one body for transmitting transverse forces, said at least one body extending across each of said areas of thinned cross-section, said at least one body further extending over at least a portion of the carriageway panel to span each side of the corresponding area of thinned cross-section,

said at least one force transmission-interrupting body is located at a surface of the carriageway panel so as to be removable after corresponding areas of thinned cross-section have been generated.

2. A concrete carriageway according to claim 1 , wherein said at least one force transmission-interrupting body is formed two-dimensionally.

3. A concrete carriageway according to claim 1 , wherein the at least one force transmission-interrupting body is comprised of one of the following materials or a combination thereof: steel, concrete, wood, plastic material.

4. A concrete carriageway for rail vehicles, comprising:

a single- or multiple-block sleepers embedded in a carriageway panel, the carriageway panel having areas of thinned cross-section extending transverse to the direction of travel from one edge of the carriageway panel to an opposite edge, said areas of thinned cross-section being formed as grooves or joints or notches in the carriageway panel, the areas of thinned cross-section being defined at least in part by at least one force transmission-interrupting body embedded in the carriageway panel, the at least one force transmission-interrupting body being comprised of a foil, plate, slab or textile; and

at least one body for transmitting transverse forces, said at least one body extending across each of said areas of thinned cross-section, said at least one body further extending over at least a portion of the carriageway panel to span each side of the corresponding area of thinned cross-section,

wherein the at least one body for transmitting transverse forces penetrates a grid reinforcement of the sleepers and may be fixed to a grid reinforcement projecting at the sides or below or to another section of the sleepers.

5. A concrete carriageway, comprising:

a single- or multiple-block sleepers embedded in a carriageway panel, the carriageway panel having areas of thinned cross-section wherein each one area of thinned cross-section extends transverse to the direction of travel from one edge of the carriageway panel to an opposite edge, said each one area being formed as a groove or joint or notch in the carriageway panel; and

for said each one area, at least one body, extending over at least a portion of the carriageway panel to span each side of the corresponding area of thinned cross-section, for transmitting transverse forces, a substructure of the carriageway panel comprising a hydraulically bonded support layer, a ballast support layer, a frost protection layer, a foil, a geotextile, or a bonded support layer.

6. A concrete carriageway according to claim 5 , wherein the hydraulically bonded support layer has areas of thinned cross-section disposed transverse to the direction of travel in the form of grooves or joints or notches.

7. A concrete carriageway for rail vehicles, comprising a single- or multiple-block sleepers embedded in a carriageway panel, the carriageway panel having areas of thinned cross-section disposed transverse to the direction of travel for generating cracks and in each case has at least one body for transmitting transverse forces which overlaps the region of thinned cross-section on both sides, wherein the substructure of the carriageway panel comprises a hydraulically bonded support layer, a ballast support layer, a frost protection layer, a foil, a geotextile, or a bonded support layer, and wherein the hydraulically bonded support layer has anchoring elements projecting at its upper face and acting as supports for the bodies for transmitting transverse forces.

8. A concrete carriageway for rail vehicles, comprising a single- or multiple-block sleepers embedded in a carriageway panel, the carriageway panel having areas of thinned cross-section disposed transverse to the direction of travel for generating cracks and in each case has at least one body for transmitting transverse forces which overlaps the region of thinned cross-section on both sides, wherein the substructure of the carriageway panel comprises a hydraulically bonded support layer, a ballast support layer, a frost protection layer, a foil, a geotextile, or a bonded support layer, and wherein the hydraulically bonded support layer has areas of thinned cross-section disposed transverse to the direction of travel.

9. A concrete carriageway for rail vehicles, comprising a single- or multiple-block sleepers embedded in a carriageway panel, the carriageway panel having areas of thinned cross-section disposed transverse to the direction of travel for generating cracks and in each case has at least one body for transmitting transverse forces which overlaps the region of thinned cross-section on both sides, wherein the substructure of the carriageway panel comprises a hydraulically bonded support layer, a ballast support layer, a frost protection layer, a foil, a geotextile, or a bonded support layer, and wherein the concrete carriageway and the substructure are connectable or are connected together via friction, cams, or elements transmitting a transverse force.