The durability performance of graphite oxide recycled coarse aggregate concrete （GO-RAC） under the coupled action of freeze-thaw cycling and chloride ion erosion was tested througth the rapid freezing method of concrete frost resistance. The relative dynamic modulus， mass loss ratio， compressive strength and chloride ion erosion of graphite oxide recycled coarse aggregate concrete were tested and analysed. The results show that the effects of freeze-thaw cycling and chloride erosion exacerbates the damage to the recycled coarse aggregate concrete. After 72 freeze-thaw cycles， the relative dynamic modulus of GO-RAC is reduced to less than 60% of its origin value， but the degree of damage of GO-RAC is reduced to a lesser extent than that of ordinary recycled coarse aggregate concrete （RAC）. In the early stages of coupling， the freeze-thaw damage is confined to the surface layer and the erosion products are densely packed， so the compressive strength of GO-RAC shows an initial increasing and then decreasing trend. The Cl^- distribution of GO-RAC under the coupling of freeze-thaw cycling and chloride erosion follows Fick's second law， the surface Cl^- mass ratio increases exponentially with increasing coupling times， and the diffusion coefficient first decreases and then increases with increasing coupling times.