The invention relates to the technical field of rockfill dams, in particular to a grid type concrete face rockfill dam. The grid type concrete face rockfill dam comprises a rockfill area, a plurality of layers of first grids, a transition area, a cushion layer area, a concrete face, a second grid and an asphalt concrete face, wherein the plurality of layers of first grids are horizontally laid in the rockfill area, the transition area is arranged on the side surface of the rockfill area, the cushion layer area is arranged on the surface of the transition area, the concrete face is arranged on the cushion layer area, the second grid is arranged on the concrete face, the asphalt concrete face is arranged on the concrete face and is fixedly connected with the second grid, a toe board is arranged on one side of the bottom of the rockfill area, and a bearing sealing gasket which is used for supporting the bottom of the concrete face and the asphalt concrete face is arranged on the toe board. According to the grid type concrete face rockfill dam, the tensile and deformation resistance of the concrete face rockfill dam can be increased, so that the structural damage to the concrete face rockfill dam is not easy to occur.