The invention provides a method for removing a pile foundation intruding in a shield tunnel range and controlling parameters. The construction method comprises the following specific steps that firstly, an inclinometer is embedded into a central lead hole of the pile intruding in the range, plain concrete positioning piles are constructed around the pile intruding in the range, after the positioning piles are constructed to have the height reaching 1/3-1/2 of the height of the pile intruding in the range, backfilling is conducted, and jet grouting piles are constructed on the areas of the upper portions of the positioning piles; secondly, ground installation of a protection sleeve on the top of the pile intruding in the range is conducted, and then the pile intruding in the range can be removed by using a pile jetting method. After a pile body is removed, an impact hole is backfilled with concrete to form a displacement pile, and when shield excavation is conducted to pass through theplain concrete pile, targeted regulation of the specific excavation parameters is conducted; according to the ground surface settlement monitoring situation, WSS is adopted to track grouting, fillingof an underground sunken soil mass is conducted in time, and it is ensured that the ground is stable. The method has the advantages of being good in construction effect and convenient to implement, the pile foundation intruding in the tunnel range is effectively helped to be removed by jetting, and the risk that in the shield construction process, a cutter disc is wound and tightened by steel barsis avoided.