Structure supporting system

Abstract

The present invention relates to a structure supporting system which helps increase the bearing capacity of the foundation ground. In addition to an upper structure with adequate resistance, structure foundations must also have adequate bearing capacities in order to satisfy the stability requirements. No matter how safe the super structure is built, if the foundation bearing capacity is not adequate then sinking, tilting of the structure and cracks and damages on the super structure is inevitable. In other words, in addition to the safety of the super structure, the performance of the subsoil must also be satisfied, to be able to carry the foundation loads safely.

1 . A structure supporting system which does not require excavation in order to improve the ground whereon the structure is present or whereon the construction to be made, comprising;
 At least one rod ( 2 ) placed under at least one footing ( 1 ) which carries or which is to carry the structure, and;   A gap ( 12 ) left between the rod ( 2 ) and the footing ( 1 ) which are conveyed to a level where the footings ( 1 ) remains or is to remain,   
       characterized with a chemical ( 3 ) which;
 fills the gap ( 12 ) that is left over after the rod ( 2 ) is placed and; 
 ensures that the load on the footings ( 1 ) and the rods ( 2 ) are met; 
 
       and which can expand and solidify to an amount which is at least twice as much as the liquid volume and which is injected inside the gap ( 12 ). 
     
     
         2 . A structure supporting system according to  claim 1  characterized in that the rod ( 2 ) is conveyed under the footing ( 1 ) and at a right angle to the base surface. 
     
     
         3 . A structure supporting system according to  claim 1  characterized in that the rod ( 2 ) is conveyed under the footing ( 1 ) and at different angle than a right angle to the base surface. 
     
     
         4 . A structure supporting system according to  claim 1  characterized in that a solid profile with any section is conveyed to the ground instead of a rod ( 2 ). 
     
     
         5 . A structure supporting system according to any one of the preceding claims characterized with a chemical ( 3 ) which is injected to the soil by means of injectors ( 4 ) in order to increase the density of the soil around the rods ( 2 ). 
     
     
         6 . A structure supporting system according to any of the  claims 1 - 4  characterized in that the rods ( 2 ) are socketed inside the said layer or pressed against the rock in order to convey the weight exerted on the rods ( 2 ) to a hard ground ( 11 ) located deep inside the ground. 
     
     
         7 . A structure supporting system according to  claim 5  characterized in that the rods ( 2 ) are socketed inside the said layer or left over it in order to meet the weight exerted on the rods ( 2 ) with the soil layers by means of the chemical ( 3 ) as well as to convey the weight to a hard ground ( 11 ). 
     
     
         8 . A structure supporting system according to any of the  claims 1 - 4 ,  6  characterized with a chemical ( 3 ) which is injected around the rods ( 2 ) by means of injectors ( 4 ) in order to prevent the rods ( 2 ) from buckling due to the exerted weight or to increase the peripheral friction. 
     
     
         9 . A structure supporting system according to any one of the preceding claims characterized with a chemical ( 3 ) injected inside the gap ( 12 ) in order to elevate the footings ( 1 ) to a higher level than their current state and in this way to help elevate the structure. 
     
     
         10 . A structure supporting system according to any one of the preceding claims characterized with a rod ( 2 ) and a chemical ( 3 ) which are to be used to support strip foundations or base slaps instead of footings( 1 ). 
     
     
         11 . A structure supporting system which does not require excavation in order to improve the ground whereon the structure is present or whereon the construction to be made, comprising;
 A channel ( 8 ) wherein the liquid chemical ( 3 ) is conveyed and which is lowered below at least one footings ( 1 ) that carries or that is to carry the structure and at least one pipe ( 5 ) having at least one perforation ( 6 ) enabling the chemical ( 3 ) to be delivered out and;   A gap ( 12 ) left over between the rod and the footings ( 1 ) which is formed by means of a pipe ( 5 ) that is moved below the level where the footings remains or is to remain.   
       characterized with a chemical ( 3 );
 which fills the gap ( 12 ) left over after the pipe ( 5 ) is placed and which enables the weight exerted on the footings ( 1 ) and the pipes ( 5 ) to be met with a broad surface area, which expands and solidifies to an amount that is twice as much than that of the liquid volume and which is injected inside the gap and the ground, moreover; 
 which is conveyed along the channel ( 8 ) inside the pipe ( 5 ) and which compresses the soil by leaking out from the perforation ( 6 ) and which ensures that the pipe ( 5 ) holds the soil. 
 
     
     
         12 . A structure supporting system according to  claim 11  characterized in that the pipe ( 5 ) is conveyed under the footing ( 1 ) and at a right angle to the base surface. 
     
     
         13 . A structure supporting system according to  claim 11  characterized in that the pipe ( 5 ) is placed under the footing ( 1 ) and at different angle than a right angle to the base surface. 
     
     
         14 . A structure supporting system according to any one of the  claims 11 - 13  characterized in that the weight exerted on the pipes ( 5 ) is met with the soil layers by means of the chemical ( 3 ) and the rods which are joined to the ends of the pipes ( 5 ) are socketed inside the said layer in order to convey the weight to the hard ground ( 11 ) located deep inside the ground. 
     
     
         15 . A structure supporting system according to any one of the  claims 11 - 14  characterized with a chemical ( 3 ) which is injected inside the gap ( 12 ) in order to elevate the footings ( 1 ) to a higher level than their current state and in this way to help elevate the structure. 
     
     
         16 . A structure supporting system according to any one of the  claims 11 - 15  characterized with a rod ( 2 ) and a chemical ( 3 ) which are to be used to support strip foundations or base slabs instead of footings ( 1 ).