The utility model discloses a prefabricated frame beam column node of high performance material is used to distinctiveness, prestressing tendons and regular steel bar, back regular steel bar, the interior longitudinal reinforcement of post, sleeve and connecting reinforcement, U -shaped steel bars at the bottom of precast concrete beam, precast concrete post, precast beam. The section of watering after the both ends reservation of precast beam, the prestressing tendons that the bottom is furnished with stretches out beam -ends and anchor section of watering behind the beam -ends, forms precast concrete beam post node through the concrete of back pouring together with precast concrete beam, post. For ensureing this beam column node wholeness, pass through sleeve and aseismic reinforcement interconnect with the ordinary atress reinforcing bar of breast to water regional setting U -shaped steel bars behind the node. For the power consumption ability that improves this beam column node, the concrete placement who has higher ultimate strain is adopted at the both ends of precast beam. The utility model discloses reduce the production and the construction degree of difficulty, alleviateed precast concrete beam's cross -sectional height or the volume of using the steel, guaranteed the wholeness and the anti -seismic performance of beam column node.