| 摘要 |
<p><P>PROBLEM TO BE SOLVED: To increase design flexibility while ensuring connection strength of steel frame members at a low cost. <P>SOLUTION: In a steel frame member connection structure, a plurality of steel frame members 50 are connected to each other in such a way that studs 60, which project from end plates 54 provided at the axial ends 52 of the plurality of steel members 50, are embedded in a node 110. Stress is transmitted from one steel frame member 50 to the nodes 110, 111 via the end plate 54 and the studs 60 of the steel frame member 50, and then transmitted to another steel frame members 50 via the end plates 54 and the studs 60 of another steel frame members 50. The steel frame members 50 are connected to each other in such a way that the studs 60 of each steel frame member 50 are embedded in the node 110 formed by solidification of fiber reinforced mortar. Therefore, the steel frame members 50 can be connected to each other with a great variety of connection angles with ease at a low cost compared with a case of direct connection of the steel frame members 50 such as welding. <P>COPYRIGHT: (C)2012,JPO&INPIT</p> |
