Structural wall having exogenous structure with reticulated frame

Abstract

A structural wall is provided. The structural wall comprises a load-bearing wall-beam. The load-bearing wall-beam comprises two or more pillars. The load-bearing wall-beam further comprises at least one pair of a bottom plate and a top plate fixed to the two or more pillars to define beams located horizontally above a foundation block, about halfway up the wall and proximal to tops of the two or more pillars. The load-bearing wall-beam further comprises pillar supplements fixed in a plane of diagonal stiffening elements and coupled to the pillar supplements and the pair of the bottom plate and the top plate to stiffen the load-bearing wall-beam. Herein, the load-bearing wall-beam has a longitudinal axis thereof being free of continuous structural elements, to be permeable to on-site pouring and distribution of a filling mixture therein.

1 . A structural wall comprising:
 a load-bearing wall-beam comprising:
 two or more pillars; 
 at least one pair of a bottom plate and a top plate fixed to the two or more pillars to define beams located horizontally above a foundation block, about halfway up the wall and proximal to tops of the two or more pillars; and 
 pillar supplements fixed in a plane of diagonal stiffening elements and coupled to the pillar supplements and the pair of the bottom plate and the top plate to stiffen the load-bearing wall-beam, 
   wherein the load-bearing wall-beam has a longitudinal axis thereof being free of continuous structural elements, to be permeable to on-site pouring and distribution of a filling mixture therein.   
     
     
         2 . The structural wall according to  claim 1 , wherein the load-bearing wall-beam at the longitudinal axis thereof is reticulated to be permeable to passage of the filling mixture inside thereof. 
     
     
         3 . The structural wall according to  claim 1 , wherein the two or more pillars comprise diagonal stiffening elements on each side of the two or more pillars, wherein the diagonal stiffening elements are fixed to the pair of the bottom plate and the top plate and to the pillar supplements, and wherein the pillar supplements are fixed externally to the two or more pillars. 
     
     
         4 . The structural wall according to  claim 1 , wherein the two or more pillars comprise articulated elements arranged between the pair of the bottom plate and the top plate, and wherein the articulated elements join the pair of the bottom plate and the top plate together. 
     
     
         5 . The structural wall according to  claim 1 , wherein the two or more pillars are joined together by top wall ties arranged at a same height thereof. 
     
     
         6 . The structural wall according to  claim 1 , wherein each of the two or more pillars is provided with one or more ribs in case of a continuous load-bearing wall-beam. 
     
     
         7 . The structural wall according to  claim 1 , wherein the bottom plate is located externally to a plane of the two or more pillars and above a level of the foundation block. 
     
     
         8 . The structural wall according to  claim 1 , wherein the load-bearing wall-beam provides structural support required therefrom using one or more of: cladding, diagonal stiffening elements, ribs and reinforcements. 
     
     
         9 . The structural wall according to  claim 1 , wherein the load-bearing wall-beam is made of folding modular blocks. 
     
     
         10 . The structural wall according to  claim 1 , wherein the load-bearing wall-beam is a piece-assembled, foldable, modular and stackable structure.