The invention discloses a method for protecting an adjacent flowing segment section steel column lifting shear wall construction hole opening vertical rib. The method comprises the following steps: (1) construction of the shear wall construction hole opening vertical rib is carried out on the position where a middle flowing segment is intersected with a first flowing segment, firstly, a sleeper is padded on a foundation slab at the adjacent position of the middle flowing segment and the first flowing segment within the bending range of the shear wall vertical rib, and then the shear wall vertical rib at the adjacent position of the middle flowing segment and the first flowing segment is bent on the sleeper; (2) a straw mattress is laid on the bent shear wall vertical rib; (3) compacted soil is laid at the straw mattress and laid at the portion, on the periphery of the straw mattress, of the foundation slab; (4) a road-padding base plate is laid on the compacted soil. By the adoption of the method, the phenomenon that after brittleness is generated due to the excessive large bending angle of the wall body vertical rib, the vertical rib is hard to restore is avoided, the vertical rib is protected in a double-direction mode, and in addition, the multi-layer protection of the vertical rib is achieved due to the facts that the compacted soil is laid on the straw mattress and the road-padding base plate is laid on the compacted soil.