Fixed carriageway for rail vehicles

Abstract

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.

1 . A fixed carriageway for rail vehicles, comprising:
 resilient elements, and   a concrete support panel formed, of prefabricated panels and a layer of in-situ concrete applied on a top side, wherein the prefabricated panels rest on the resilient elements and form a monolithic bond with the in-situ concrete.   
   
   
       2 . The fixed carriageway according to  claim 1 , wherein at least one of the prefabricated panels has a connecting reinforcement securing a bond with the in-situ concrete. 
   
   
       3 . The fixed carriageway according to  claim 1 , wherein at least one of the prefabricated panels has a reinforcement. 
   
   
       4 . The fixed carriageway according to  claim 2 , wherein the monolithic bond is generated by adhesion and/or profiling of the surfaces of the prefabricated panels and/or mechanical connections. 
   
   
       5 . The fixed carriageway according to  claim 4 , further comprising, at butt joints of mutually adjacent ones of the prefabricated panels, an additional reinforcement being provided. 
   
   
       6 . The fixed carriageway according to  claim 5 , wherein the resilient elements form an all-over support or strip bearings or individual bearings disposed under sleeper blocks. 
   
   
       7 . The fixed carriageway according to  claim 5 , wherein the resilient elements are spiral springs. 
   
   
       8 . The fixed carriageway according to  claim 1 , further comprising, at butt joints of mutually adjacent ones of the prefabricated panels, an additional reinforcement being provided. 
   
   
       9 . The fixed carriageway according to  claim 8 , wherein the resilient elements form an all-over support disposed under sleeper blocks. 
   
   
       10 . The fixed carriageway according to  claim 8 , wherein the resilient elements form strip bearings disposed under sleeper blocks. 
   
   
       11 . The fixed carriageway according to  claim 8 , wherein the resilient elements form individual bearings disposed under sleeper blocks. 
   
   
       12 . The fixed carriageway according to  claim 8 , wherein the resilient elements are spiral springs. 
   
   
       13 . The fixed carriageway according to  claim 8 , wherein the monolithic bond is generated by adhesion of the surfaces of the prefabricated panels. 
   
   
       14 . The fixed carriageway according to  claim 8 , wherein the monolithic bond is generated by mechanical connections of the surfaces of the prefabricated panels. 
   
   
       15 . The fixed carriageway according to  claim 1 , wherein the resilient elements form an all-over support disposed under sleeper blocks. 
   
   
       16 . The fixed carriageway according to  claim 1 , wherein the resilient elements form strip bearings disposed under sleeper blocks. 
   
   
       17 . The fixed carriageway according to  claim 1 , wherein the resilient elements form individual bearings disposed under sleeper blocks. 
   
   
       18 . The fixed carriageway according to  claim 1 , wherein the resilient elements are spiral springs. 
   
   
       19 . The fixed carriageway according to  claim 1 , wherein the monolithic bond is generated by adhesion of the surfaces of the prefabricated panels. 
   
   
       20 . The fixed carriageway according to  claim 1 , wherein the monolithic bond is generated by mechanical connections of the surfaces of the prefabricated panels.