RC MEMBER JOINING STRUCTURE

In this RC member joining structure, one RC member is formed such that a main reinforcement extends outward from a joining end surface and the other RC member is a column and is formed with a sheath pipe embedded therein so as to be parallel to the main reinforcement and open on a joining end surface, the main reinforcement of the one RC member is inserted into the sheath pipe and a grout material is filled into the sheath pipe, and the main reinforcement of the one RC member and the main reinforcement of the other RC member are connected by means of a noncontact lap splice wherein said reinforcements overlap with a space therebetween. This RC member joining structure is configured by calculating the splice length obtained by bonding, confirming that there is no flexural yielding in a cross section of a splice end point, and calculating a horizontal reinforcing bar amount required for a splice section.