Reinforced concrete building structures and methods thereof

Abstract

The invention relates to a reinforced concrete building structure, which comprises at least four bracket groups. Each bracket group comprises a cylinder and a precast plate on the top of the cylinder; the precast plate is provided with a peripheral stepped edge and a reinforcing component; the reinforcing component horizontally penetrates the precast plate, is vertical to a vertical axis of the cylinder and protrudes out of the edge of the precast plate; and a precast floor is positioned on at least one stepped edge of each plate in the bracket group.

Description

technical field [0001] The invention relates to a reinforced concrete building structure and its method. Background technique [0002] In current technology (as shown in the example in DE 2251613 A1), the distribution of moments is dependent on the rigidity and inflexibility of the joints between walls and floors at right angles to each other. This moderates the slab moments that would normally be too high with time, and the redistribution of the moments allows the use of thinner slabs. However, this redistribution has its own limitations, especially in tall buildings, where the moment distribution from the slab to the walls and columns accumulates into enormous axial loads, thus necessitating thicker walls and columns. The same applies to large open space panels, such as in shopping centers or office buildings, where large open spaces are in close proximity to smaller open spaces and thus lead to severe axial loads and moments on the supporting structure. Such architectur...

AI Technical Summary

Problems solved by technology

With regard to the use of precast concrete, there are a number of other limitations, such as loading in one direction only (to two opposing supporting walls or beams, i.e. in hollow core precasting) and the inability to obtain a rigid continuous floor or a smooth ceiling surface or a Rigid and continuously extending surface in two horizontal directions

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