The present invention relates to a reinforced concrete beam-column joint for seismic reinforcement using a haunch which allows a haunch whose both ends are coupled to a first bracket and a second bracket coupled to a column and a beam to resist a shearing force produced for bilateral load at a beam-column joint on a lower portion of the beam by compression and tension to directly transfer the shearing force to the column. According to the present invention, the reinforced concrete beam-column joint for seismic reinforcement using a haunch comprises the column and the beam coupled to an inner side of the column. The first bracket is coupled to an end of the beam to enclose the lower portion of the beam, and the second bracket is coupled to a side of the column of the lower portion of the beam to enclose a front surface of the column. The haunch is coupled between the first bracket and the second bracket.;COPYRIGHT KIPO 2018
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