Full-automatic reinforcement cage welding method

Abstract

The invention discloses a full-automatic reinforcement cage welding method. The method includes the following steps of: placing reinforcement hoop rings upright between two opposite rolling support mechanisms; conveying main reinforcements to a welding station through a main reinforcement feeding mechanism; welding the first main reinforcement, and the main reinforcements are attached to the multiple reinforcement hoop rings simultaneously in the welding station; welding the main reinforcements to the multiple reinforcement hoop rings through a welding manipulator; rotating a roller of a roller drive mechanism so as to drive the reinforcement hoop rings to rotate by friction, then rotating the next welding point of the reinforcement hoop rings to the welding station, and welding the secondmain reinforcement; repeating the above operation to directly complete the welding of the main reinforcements; and starting a winding reinforcement feeding device, and spirally welding winding reinforcements to the outer surface of a reinforcement cage in cooperation with the a welding manipulator to complete the welding operation of the reinforcement cage. Through the welding method, full-automatic welding operation can be achieved without manual participation, the automation degree is high, the welding efficiency is greatly improved, and the method is applicable to mass production of reinforcement cages.

Description

technical field [0001] The invention relates to a reinforcement cage welding method, in particular to a fully automatic reinforcement cage welding method. Background technique [0002] The reinforcement cage is the foundation skeleton of the pile, which is mainly composed of metal components such as main steel bars, stirrups, and winding bars. It is commonly used in steel-concrete structures of modern buildings. Among them, during the construction process, the pile holes are first drilled down on the predetermined ground, and then the steel cages are put into the pile holes, and then filled or poured with concrete. After a certain period of maintenance, the design bearing pressure can be reached. , in order to ensure the construction requirements of its superstructure and future use requirements. [0003] In the prior art, iron wire binding or manual welding is mostly used for "weaving", which is time-consuming and laborious, and the production efficiency of the steel cage ...

AI Technical Summary

Problems solved by technology

[0003] In the existing technology, most of them still use iron wire binding or manual welding to "weave", which is time-consuming and laborious, and the production efficiency of the steel cage is very low, which cannot meet the increasing demand for engineering construction

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