US2012167490A1PendingUtilityA1

Structural protection system for buildings

Assignee: BALDUCCI ALESSANDROPriority: Sep 10, 2009Filed: Aug 31, 2010Published: Jul 5, 2012
Est. expirySep 10, 2029(~3.1 yrs left)· nominal 20-yr term from priority
E04H 9/0235E04H 9/0237E04H 9/0215
38
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Claims

Abstract

A structural protection system of buildings is described, comprising at least one bearing structure ( 2 ) connected with at least one wall of said building (E). The bearing structure ( 2 ) is rigidly connected to the wall of the building (E) and the bearing structure ( 2 ) is a specialized structure comprising an energy dissipation device ( 1 ) adapted to dissipate the energy generated by the oscillations of the bearing structure due to earth tremor.

Claims

exact text as granted — not AI-modified
1 . Structural protection system of buildings comprising at least one bearing structure connected with at least one wall of said building,
 wherein   said bearing structure is rigidly connected with the wall of said building, and   said bearing structure is a specialized structure comprising an energy dissipation system adapted to dissipate the energy generated by the oscillations of the bearing structure due to earth tremor,   characterized in that   the bearing structure has a base and said energy dissipation system is arranged between the ground and the base of said bearing structure, the base of the bearing structure being tied to the ground by means of at least one spherical joint or hinge;   wherein said spherical joint or hinge is arranged on the vertical axis of the bearing structure and said energy dissipation devices are arranged in peripheral position with respect to said spherical joint or hinge.   
     
     
         2 . Structural system as claimed in  claim 1 , wherein said bearing structure is rigidly connected to the wall of said building by means of rigid rods having a first end connected to the wall of the building and a second end connected to said bearing structure. 
     
     
         3 . Structural system as claimed in  claim 2 , wherein that said rigid rods are arranged according to horizontal planes in correspondence with the floors of the building and the bearing structure provides for reinforcement elements arranged according to horizontal planes in correspondence with the floors of said building. 
     
     
         4 . Structural system as claimed in  claim 1 , wherein the energy dissipation system is composed of a plurality of energy dissipation devices comprising an energy dissipation means arranged between two rigid rods. 
     
     
         5 . Structural system as claimed in  claim 4 , wherein said energy dissipation device comprises a shock-absorbing element arranged in parallel position with respect to the energy dissipation means. 
     
     
         6 . Structural system as claimed in  claim 1 , wherein said energy dissipation devices have a first end tied to the ground and a second end tied to the base of said bearing structure. 
     
     
         7 . Structural system as claimed in  claim 1 , wherein said energy dissipation system comprises a lever mechanism adapted to multiply the travel of said energy dissipation devices during the oscillation of the bearing structure. 
     
     
         8 . Structural system as claimed in  claim 7 , wherein said lever mechanism comprises a first lever pivoted at a flange tied to the ground and a second lever having an end pivoted at the base of the bearing structure and a second end pivoted at the first lever, in which the energy dissipation device has a first end pivoted at the base of the bearing structure and a second end pivoted at the first lever. 
     
     
         9 . Structural system as claimed in  claim 1 , wherein the bearing structure is a tower external to the building. 
     
     
         10 . Structural system as claimed in  claim 1 , characterized in that the bearing structure is a planar frame external to the building. 
     
     
         11 . Structural system as claimed in  claim 1 , wherein the bearing structure is a tower situated inside the building. 
     
     
         12 . Structural system as claimed in  claim 1 , wherein the bearing structure is a column. 
     
     
         13 . Structural system as claimed in  claim 1 , wherein said bearing structure is composed of multiple overlapped parts tied by a central hinge around which said energy dissipation devices are arranged.

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