US 12,421,715 B1
Method of positioning building elements
Leonid Lesin, Belgrade (RS); Viktor Smorygo, Belgrade (RS); Pavel Rudenko, Belgrade (RS); and Rodion Shishkov, London (GB)
Assigned to ADDRESS ROBOTICS LIMITED, UK, London (GB)
Filed by ADDRESS ROBOTICS LIMITED, UK, London (GB)
Filed on Dec. 19, 2024, as Appl. No. 18/987,702.
Int. Cl. E04B 1/348 (2006.01); E04B 1/35 (2006.01)
CPC E04B 1/35 (2013.01) 4 Claims
OG exemplary drawing
 
1. A method for positioning building elements, comprising the following steps:
lifting the building element,
moving the building element in a suspended state to a position as close as possible to the design position,
lowering the building element onto a foundation,
wherein leading positioning parts are arranged on the lower part of the building element,
wherein corresponding positioning parts are installed into the upper surface of the foundation,
wherein the building element is lowered onto the foundation until the building element leading positioning parts come into contact with the foundation corresponding parts, after which the building element is allowed to bear its own weight again,
wherein the Young's modulus of the building element material (E1), the cross-sectional area of the building element (S1), the Young's modulus of the foundation material (E2), the cross-sectional area of the foundation (S2), the shear strength of the materials of the leading and corresponding positioning parts (τ), the shear area of the leading and corresponding positioning parts (A), the center-to-center distance between individual leading positioning parts or corresponding positioning parts (L), and the maximum misalignment error in the leading and corresponding positioning parts, taking into account clearance gaps between the leading and corresponding positioning parts (Δ), are selected so that the following inequality is satisfied:
E1×E2<(τ×A×L×(E1×S1+E2×S2)/(Δ×S1×S2).