The invention discloses a hoisting method for a nuclear power station containment steel liner module. The hoisting method comprises the steps that 1, hoisting equipment is selected, and experimental verification is conducted on bearing capacity of the foundation of the traveling route of the hoisting equipment; 2, the characteristics of the module and the hoisting equipment are combined, a module wire rope sling system is designed, and a hoisting point for hoisting of the steel liner module is arranged on the dorsal rib of an upper opening of the module; 3, the eccentric state of the module is analyzed through software calculation, a balancing weight is arranged for the module according to analytical data, and the gravity center is adjusted through balance weight; 4, the module is reinforced, and the effect that deformation in the hoisting process can be controlled is ensured; 5, shakeproof devices are arranged at a plurality of azimuth angles of the module, shaking is prevented from occurring at the moment when the module is hoisted and leaves the ground, and the shakeproof devices are removed after the module is 0.5 m far away from the ground and is stable; 6, the module is provided with an in-position centering device which comprises a circumferentially installed circumferential limiting device and an radially installed radial limiting device; and 7, formal hoisting is conducted, the module is hoisted to the assigned position in position, and then butt joint is achieved.