Six full-scale recycled concrete interior joints under cyclicloading to study the bond and anchorage property with low axial load ratios.The diameter, strength of the longitudinal bar across the core of the joint is different, aiming to find out the minimum relative anchorage length in recycled concrete joint. Besides, the effect of the new anchorage method of the bar to bond property and shear resisting property is still studied. The results shows that with low axial load ratios, bond and anchorage failure will occur in the recycled concrete joints designed by recent codes. Using barsof small diameter and welding transverse reinforcement on the beam longitudinal reinforcement in joint zone will improve anchorage performance.The shear bearing capacity of the recycled concrete joints should be reduced by the calculation formula of common concrete joints.