The invention provides a cast-in-place pile casing device capable of reducing the lifting resistance. The cast-in-place pile casing device comprises a steel cylinder, a lifting hanging lug, parting strips attached to the steel cylinder, and an expansion bag between the parting strips. By means of the cast-in-place pile casing, the lifting resistance can be reduced, pressure balance of soil on theside wall is achieved through pressure, and foundation stabilization is facilitated; according to the cast-in-place pile casing, the hole forming construction quality of a cast-in-place pile foundation is easily guaranteed, and the design requirement can be better met; the cast-in-place pile casing is simple in structure, and under the action of large lifting force or vibration, the casing is notprone to deformation, and can be reused; the cast-in-place pile casing can counteract stress relaxation of the hole wall, and hole wall stabilization is facilitated; compared with the rigid contact mode of the pile casing and foundation soil under the condition of no expansion bag, the expansion bag is pressurized to form the flexible interface contact of the pile casing and the foundation soil, the stress concentration and the mechanical embedding and fixing effect of the interface are reduced, and the pile casing can be pulled out easily.