In order to explore the concrete durability of salt mineral fiber doped panels under the coupled action of freezing, panel concrete of different fiber types (polypropylene, polyacrylonitrile, steel fiber) under different dosages in different chlorine salt concentrations (2.0%, 3.5%, 5.0%) were tested in the freeze-thaw cycles, and the specimens were then inspected using a scanning electron microscope (SEM) after the freeze-thaw test. The results show that with the increase of salt freezing cycles the mass loss rate of the concrete specimens first decreased and then increased, while the compressive strength continued to decrease. The chlorine concentration had a great influence on the salt freezing coupling effect, among which the mass loss rate was the highest and the compressive strength decreased the fastest when the chlorine concentration was 3.5%. Different types of fiber could effectively enhance the salt freezing resistance of concrete. When the content of polypropylene and polyacrylonitrile fiber was 1.0 kg/m3, and the content of steel fiber was 70 kg/m3, the increase of mass loss rate of the specimens slowed down, so did the decrease of the compressive strength. So the salt freezing resistance performance of the specimens is satisfactory under these conditions.