Structure, especially a slope-supporting structure and/or noise-barrier structure

Abstract

A structure, especially a slope-supporting structure and/or noise-barrier structure is disclosed herein. The structure includes a projection with multiple support elements to be arranged in tiers. As used, a part of the structure extends into soil (or other bulk material) and an anchoring device.

1 . A structure comprising: 
 a) at least one essentially rigid supporting structure designed as a projection that has a plurality of support elements arranged one above the other in tiers (E), as well as at least one compound filler that consists at least partially of bonding agent-free granulate material and/or bulk material and/or soil material;    b) at least one anchoring device connected to the supporting structure, the at least one anchoring device extending, into the compound filler;    wherein:    c) at least one anchoring device (AV 1 ) is designed as a overturning-moment receiver that is designed to be resistant to bending in at least certain sections within an area that extends in the compound filler (Mv>F) and is connected to the supporting structure (TKO) in an end area facing the supporting structure (TK 1 ) in such a way as to transfer moment,    wherein the structure of at least one tier differs from the structure of another tier in the number of anchoring devices.    
   
   
       2 . The structure as claimed in  claim 1 , wherein at least one anchoring device (AV  1 ) has a plurality of anchoring elements (AE  1 , AE  1   a ) that are arranged one after the other in the direction toward the interior of the compound filler (MF), optionally designed as concrete structures, and are connected together in such a way as to transfer moment.  
   
   
       3 - 23 . (canceled)  
   
   
       24 . The structure as claimed in  claim 1 , wherein within the transfer of moment between at least one anchoring element (AE 1 ) and at least one adjacent anchoring element or the supporting structure (TK 1 ), on the other, there are at least one tensile-force transfer element (ZE) and at least one pressure-transfer element (DB).  
   
   
       25 . The structure as claimed in  claim 24 , wherein at least one pressure transfer element is provided that is able to deform transversely and resists buckling.  
   
   
       26 . The structure as claimed in  claim 1 , wherein within the transfer of moment between at least one anchoring element (AE 1 ), on the one hand, and at least one adjacent anchoring element or the supporting structure (TK 1 ), on the other, there are at least one tensile-force-transfer element (ZE) and at least one area that is located relative to its axis of action (XX) with a gap under the tensile-force-transfer element and that acts as a pressure-transfer element (DB) at the respective anchoring element or the supporting structure (TK 1 ).  
   
   
       27 . The structure as claimed in claim  3 , wherein there is at least one tensile-force transfer element (ZE) that is designed to deform transversely and to bend.  
   
   
       28 . The structure as claimed in  claim 1 , wherein at least one anchoring device (AV  1 ) is provided that has at least one compound-filler-support surface (AF) that extends transversely to the resulting weight pressure of the compound filler and is associated with at least one tier (E) of the supporting structure (TK 1 ).  
   
   
       29 . The structure as claimed in  claim 1 , wherein between at least two at least partially overlapping anchoring devices there is a connection (VZ), designed especially in the form of a gear wheel, that snugly transfers shearing forces.  
   
   
       30 . A structure comprising: 
 a) at least one essentially rigid supporting structure designed as a projection that has a plurality of support elements arranged one above the other in tiers (E), as well as at least one compound filler that consists at least partially of bonding agent-free granulate material and/or bulk material and/or soil material;    b) at least one anchoring device connected to the supporting structure, which at least one anchoring device extends into the compound filler;    c) at least one anchoring device (AV 2 ) comprises a plurality of at least partially rigid anchoring elements (AE 2 ) that are optionally designed as concrete structures, are arranged one after the other in the direction from the supporting structure (TK 2 ) into the compound filler (MF), and are connected to one another as well as to the supporting structure (TK 2 ) in such a way as to transfer tensile forces wherein the structure of at least one tier differs from the structure of another tier in the number of anchoring devices.    
   
   
       31 . The structure as claimed in  claim 30 , wherein the anchoring elements are connected to one another and to the supporting structure in such a way as to be able to swivel and/or to be able to move transversely.  
   
   
       32 . The structure as claimed in  claim 31 , wherein the anchoring elements are connected to one another and to the supporting structure by means of a transversely deformable or bendable and/or articulated diagonal tie.  
   
   
       33 . The structure as claimed in  claim 30 , wherein at least one anchoring element, which is a concrete element with rod-type or mesh-type reinforcement, is connected to an adjacent anchoring element and/or to the supporting structure by means of at least one reinforcement section that is run out and is designed as a diagonal tie and/or diagonal strut.  
   
   
       34 . A structure comprising: 
 a) at least one essentially rigid supporting structure designed as a projection that has a plurality of support elements arranged one above the other in tiers (E), as well as at least one compound filler that consists at least partially of bonding agent-free granulate material and/or bulk material and/or soil material;    b) at least one anchoring device connected to the supporting structure, extending into the compound filler;    c) at least one flat-material strips (FB) of at least one anchoring device is run at the supporting structure (TK 3 ) in the area of the supporting structure with a gap (AB) between it and a connecting element (ASL) or around said connecting element and this gap is at least partially filled with the material of the compound filler, especially granulate or bulk material.    
   
   
       35 . The structure as claimed in  claim 34 , wherein the gap between the supporting structure and the flat-material strip is at least approximately  1  cm, and especially at least approximately 2.5 cm.  
   
   
       36 . The structure as claimed in  claim 34 , wherein in the area of the gap (AB) between the supporting structure and the flat material strip (FB) at least a portion of the material filler transfers tensile forces from the flat-material strip to the supporting structure.  
   
   
       37 . The structure as claimed in  claim 34 , wherein the flat-material strip (FB) follows a loop-like path through an opening of an element (ER) in the supporting structure (TK 3 ) that is designed, in particular, as a frame.  
   
   
       38 . The structure as claimed in  claim 34 , wherein a loop of the flat-material strip (FB) with its material filler is designed as a cushioning element for transferring compressive forces.  
   
   
       39 . The structure as claimed in one of  claim 34 , further comprising a guide that has two layers at least in certain sections (ZLF) for the flat material strips (FB).  
   
   
       40 . The structure as claimed in  claim 34 , wherein at least one first structure with flat-material anchoring devices is provided as an underlying foundation structure and at least one second structure with solid anchoring devices are provided as a superstructure arranged above it.  
   
   
       41 . The structure as claimed in  claim 34 , wherein at least one first structure with solid anchoring devices is provided as an underlying foundation structure and at least one second structure with flat-material anchoring devices are provided as a superstructure arranged above it.  
   
   
       42 . Anchoring element for a structure as claimed in  claim 1 , wherein said anchoring element is designed as a concrete element with rod-type or mesh-type metal reinforcement and by the fact that at least one section of the reinforcement is run out as a diagonal tie and/or diagonal strut.  
   
   
       43 . Anchoring element for a structure as claimed in  claim 1 , wherein said anchoring element has an essentially prismatic or billet-like design with a T-shaped or U-shaped cross-section.  
   
   
       44 . Anchoring element for a structure as claimed in  claim 1 , wherein said anchoring element has an essentially block-like shape, especially with an integrally attached base or cover-wall section.