Abstract
When we try to apply the Horizontal stud welding method with large diameter and long length which we have developed to the connected structure between footing concrete and steel sheet pipe pile wall, we have carried the experimental studies.Main experimental studies are the mechanical test of stud welding and large scale model test of concrete for steel pipe sheet pile. Large scale model test is the comparison between the new deformed bar stud and some former methods. One of former methods is the connection of shear plate and moment plate, and other is the deformed bar fixed into the concrete in the steel sheet pipe pile. Through these tests we have proved that this connection method has the sufficient shear transfer capacity comparison to the former methods.While we carried the experimental studies, we have developed the semi-automatic stud welding machine and quality assurance device. Last in this paper, we describe these machine and device briefly.
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