US2023265623A1PendingUtilityA1

Structure for absorbing impact energy

Assignee: SOLETANCHE FREYSSINETPriority: Jun 25, 2020Filed: Jun 25, 2021Published: Aug 24, 2023
Est. expiryJun 25, 2040(~13.8 yrs left)· nominal 20-yr term from priority
E01F 15/145E01F 7/045E02D 29/0225E02D 29/02E01F 7/04
46
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Claims

Abstract

The structure for absorbing impact energy comprises a core having a first surface exposed to impacts, and reinforcements which are distributed inside the core and have frictional interfaces with the core material. The reinforcements comprise first reinforcements that are positioned in a first reinforced region adjacent to the first surface and have main directions of resistance forming an angle of less than 45° with the first surface.

Claims

exact text as granted — not AI-modified
1 . A structure for absorbing impact energy, comprising:
 an embankment having a first face exposed to impacts; and   reinforcements distributed within the embankment and having frictional interfaces with the material of the embankment,   wherein the reinforcements comprise first reinforcements placed in a first reinforced region adjacent to the first face and having main strength directions forming an angle of less than 45° with the first face.   
     
     
         2 . The structure as claimed in  claim 1 , wherein the main strength directions of the first reinforcements are parallel to the first face of the embankment. 
     
     
         3 . The structure as claimed in  claim 1 , wherein the embankment has a second face opposite the first face, and wherein the reinforcements comprise second reinforcements placed in a second reinforced region adjacent to the second face and having main strength directions forming an angle of less than 45° with the second face. 
     
     
         4 . The structure as claimed in  claim 3 , wherein the main strength directions of the second reinforcements are parallel to the second face of the embankment. 
     
     
         5 . The structure as claimed in  claim 1 , wherein the reinforcements are disposed horizontally. 
     
     
         6 . The structure as claimed in  claim 1 , wherein the first face of the embankment is covered with a facing. 
     
     
         7 . The structure as claimed in also having secondary reinforcements disposed transversely to the first face. 
     
     
         8 . The structure as claimed in  claim 1 , wherein the first reinforcements comprise metallic reinforcements. 
     
     
         9 . The structure as claimed in  claim 1 , wherein the first reinforcements comprise reinforcements made of polymer material. 
     
     
         10 . The structure as claimed in  claim 1 , wherein the reinforcements comprise reinforcements of the geogrid or geotextile type. 
     
     
         11 . The structure as claimed in  claim 1 , wherein at least some of the first reinforcements are arranged in successive segments along their main strength direction, with zones of mutual overlap between the segments. 
     
     
         12 . The structure as claimed in  claim 11 , wherein embankment material is between the successive segments of a first reinforcement, in the overlap zones.

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