A method for forming a flexurally rigid 10) for corners of the reinforced concrete construction, reinforcement element as well as rigid corner reinforcement

摘要

Disclosed is a method for forming a flexurally rigid 10) for corners of the reinforced concrete construction of at least two substantially equally shaped u - of the cone-shaped reinforcing elements, which, by means of a substantially rectangular bending of the via outermost longitudinal struts projecting ends of transverse braces arranged in a uniform grid dimension a substantially more transverse - as the longitudinal struts are formed having a grating element, whereby in a first step, a first one of the u - of the cone-shaped reinforcement elements in such a way with its closed end in the corner of a too be reinforced corner connection is made that the open ends of the u in the direction of the further course of the movement of a to be connected to the corner connection - first wall is provided, in a second step, the second u - the form of reinforcing element with its longitudinal struts by means of the longitudinal struts of the first u - of the cone-shaped reinforcement element is threaded a way that its closed end in the area of the closed end of the first reinforcement element, and with its open end in the direction of the course of a to be connected to the corner connection of the second wall - or bottom section, and wherein, in a third step, the so interleaved reinforcement elements is cast with concrete or in some other way are surrounded.This method helps, in a simple manner on a building site to be able to produce a rigid corner connection, in order to save time and expense.Furthermore, a reinforcement element as well as ..