The invention discloses a PBL stiffening-type steel pipe concrete joint capable of improving tension and compression properties of the joint simultaneously. The PBL stiffening-type steel pipe concrete joint comprises a chord member. A top plate of the chord member is connected with tensioned web rods and a compressed web rod. The chord member, the tensioned web rods and the compressed web rod are in a K shape in a whole. The tensioned web rods are made of section steel. The tensioned web rod are as wide as the chord member. The axial center line of the chord member, the axial center lines of the tensioned web rods and the axial center line of the compressed web rod intersect mutually. The ratio of the width to the height of the chord member is larger than or equal to 2. The chord member is filled with concrete. The problem that the bearing capacity of a joint is reduced due to the fact that the center lines of web rods and the center line of a chord member of the joint in the prior art cannot be converged is solved. Joint eccentricity can be removed, the bearing capacity of the joint is improved, and the tension and compression properties of the joint are improved.