High-resistance construction and method for implementing same

Abstract

The invention relates to a high-resistance construction and to the method for implementing same, said construction comprising at least one rigid structure ( 1 ) erected on at least one bearing element ( 10 ), characterised in that the bearing element ( 10 ) comprises at least one supporting point, known as the pivot ( 11 ). The rigid structure ( 1 ) comprises at least one lower frame ( 12 ) suspended in an articulated manner about the pivot ( 11 ) by suspension means ( 2 ). The rigid structure ( 1 ) is also connected to the bearing element ( 10 ) by stabilisation means ( 3 ) comprising a plurality of pairs of shafts ( 30 ) mounted in an articulated manner between the rigid structure ( 1 ) and the bearing element ( 10 ).

1 . High-resistance construction comprising at least one rigid structure erected on at least one bearing element, wherein the bearing element comprises at least one point of rest, known as the pivot, said rigid structure comprising at least one lower frame suspended in an articulated manner about said pivot by suspension means, said rigid structure also being connected to said bearing element by means of stabilization comprising a plurality of pairs of shafts mounted in an articulated manner between said rigid structure and said bearing element, said stabilization means forming means of support for the rigid structure. 
     
     
         2 . High-resistance construction according to  claim 1 , wherein the stabilization means include means for maintaining connecting each one of the shafts to said bearing element. 
     
     
         3 . High-resistance construction according to  claim 2 , wherein the means for maintaining comprise elastic means that exert a pre-stress on said shafts. 
     
     
         4 . High-resistance construction according to  claim 2 , wherein the means for maintaining comprise rigid elements that support said shafts. 
     
     
         5 . High-resistance construction according to  claim 4 , wherein the rigid elements of the means for maintaining are mounted in an articulated manner between said shafts and said bearing element. 
     
     
         6 . High-resistance construction according to  claim 1 , further comprising means of support that support a portion of the weight of said rigid structure, with these means of support being formed at least partially by the stabilization means. 
     
     
         7 . High-resistance construction according to  claim 1 , wherein said bearing element is stabilized by a natural or artificial ground beam. 
     
     
         8 . High-resistance construction according to  claim 1 , further comprising a plurality of separate bearing elements stabilized by a natural or artificial ground beam. 
     
     
         9 . High-resistance construction according to  claim 1 , wherein said bearing element comprises a plurality of load-bearing walls of which the relative separation is stabilized. 
     
     
         10 . High-resistance construction according to  claim 1 , wherein the two shafts of each pair of shafts of the stabilization means have a non-parallel orientation between them and the pairs of shafts are each distributed over a different portion of said rigid structure. 
     
     
         11 . High-resistance construction according to  claim 1 , wherein the means of stabilization comprise, for a portion of the rigid structure, at least two shafts, known as cross-laths, which are crossed but free in relation to one another and mounted in an articulated manner in relation to the rigid structure and to the bearing element. 
     
     
         12 . High-resistance construction according to  claim 1 , wherein the rigid structure comprises side walls integral with the lower frame and at least one portion of the means of stabilization are mounted between the bearing element and these side walls. 
     
     
         13 . High-resistance construction according to  claim 1 , wherein the rigid structure comprises a ridge beam integral with the lower frame and at least one portion of the means of stabilization are mounted between the bearing element and this ridge beam. 
     
     
         14 . High-resistance construction according to  claim 1 , wherein the lower frame is offset, by the suspension means, outside of the planes of the periphery of the bearing element and at a level located lower than that of the pivot or pivots. 
     
     
         15 . High-resistance construction according to  claim 1 , wherein the suspension means comprise at least one link articulated between the lower frame and the pivot. 
     
     
         16 . High-resistance construction according to  claim 1 , wherein the suspension means comprise at least one lever and a tie beam articulated between the lever and the lower frame. 
     
     
         17 . High-resistance construction according to  claim 1 , wherein the suspension means comprise at least one pulley and a link between the pulley and the lower frame. 
     
     
         18 . High-resistance construction according to  claim 1 , wherein the shafts of two contiguous portions or slopes of the construction are fixed on the same joint. 
     
     
         19 . High-resistance construction according to  claim 1 , wherein the shafts are anchored on the bearing element by the intermediary of ground beams which themselves are anchored in the bearing element by an anchoring of which the orientation opposes the pulling off of the ground beam. 
     
     
         20 . Method for implementing a high-resistance construction according to  claim 1 , comprising the following steps:
 installing at least one pivot on the bearing element,   installing suspension means on the pivot,   suspending the lower frame on the suspension means,   installing joints of the stabilization means on the bearing element,   installing joints of the stabilization means on the rigid structure,   installing shafts of the stabilization means between their corresponding joints on the bearing element and the rigid structure.   
     
     
         21 . Method according to  claim 1 , further comprising a step of installing ground beams in order to anchor the stabilization means on the bearing element. 
     
     
         22 . Method according to  claim 1 , further comprising a step of fastening the means for maintaining stabilization means on the ground beams. 
     
     
         23 . Method according to  claim 1 , wherein the step of fastening the means for maintaining is followed by a step of compression or of tensioning elastic means between the shafts and the ground beams. 
     
     
         24 . Method according to  claim 1 , further comprising a step of installing means of support between said bearing element and the rigid structure.