The invention relates to the technical field of safety protection of shield construction, in particular to a method for leading a shield to pass through an underground structure. The method relates to a bottom plate of the underground structure for shield construction therebelow; and the bottom plate comprises a bottom plate cushion layer and a reinforced concrete structure fixed on the bottom plate cushion layer. The invention is characterized in that the method comprises the following steps: a) embedding at least two pressure relief holes in a passed area of the bottom plate; b) carrying out shield propelling construction below the bottom plate structure generated in the step a); and c) after the shield tunnel construction is completed, carrying out plugging treatment to the pressure relief holes. The method has the advantages of: effectively reducing, even eliminating, the negative influence on a lower intersecting structure when in the shield propelling construction, especially onthe bottom plate and the structures at the two sides.