Taking a shield interval of Zhengzhou Metro Line 5 as the research object, relying on the actual engineering case of left and right double-lane shield superimposed on cutting cement soil group pile composite foundation under masonry structure, the response of upper masonry structure during shield construction is studied, as well as the analysis of shield cutting piles construction parameters. The results of the study show that the masonry structure is affected within about 30m (5.0 times the diameter of the tunnel) before and after the shield cut pile, and the shield cut pile construction leads to deflection and twisting deformation of the house around the central axis of the left and right lines of the tunnel. The combination of "Clay shock" grouting outside the shield shell and small conduit radial grouting, shield tail synchronous grouting and secondary reinforcement grouting can effectively weaken the disturbance of the shield construction to the ground. When the shield cut piles underpasses the masonry structure, the pressure on soil chamber, total thrust and cutterhead speed are controlled steadily, the cutterhead torque is reduced appropriately, and the slurry injection volume is increased, which is more conducive to controlling the settlement of the house.