Rationalization and Automation of Beam - to - Column Welded Joints for Steel buildings
Tadao NAKAGOMI, Masahiko KARUBE, Tetsuya FUJITA
In construction of steel buildings, the Beam-to-Column connection is one of the most important component in it. The structural design of Non-Scallop forms have improve the mechanical properties than a beam with normal scallop forms. Otherwise the technique of welding robot has completed in flat position welding, but not yet in other position welding. In this paper, we subscribe about the Rationalization of Beam-to-Column welding connection for steel Building with Non-Scallop structural joint design. And we also subscribe about the Automation and Robotization of these welding connection. According to this manuscript, Applying Non-Scallop method and Welding robots makes more efficiency and more rationality.