The invention relates to a method using a multi-
pilot-tunnel expanding excavation large-
diameter shield tunnel for building a
subway station. In a single-hole double-track tunnel,
pipe piece structures of the bottom and the top of a shield are reserved, and a bottom longitudinal beam, a middle partitioning beam and a top longitudinal beam of a
station structure are subjected to construction. The residual
station structures on the two sides of a shield tunnel are formed by expanding excavation, air flues at the two ends are used as working faces, through a separating expanding excavation construction method,
station portions on the two sides of the large shield tunnel are subjected to excavation and supporting from top to bottom, structure
casting of the station expanding excavation portions is completed from bottom to top, meanwhile, measures of connecting between a cast-in-place structure and a reserved
pipe piece are well carried out, and a single-layer side platform
subway station. According to the method using the multi-
pilot-tunnel expanding excavation large-
diameter shield tunnel for building the
subway station, the
stress mode of a structure
stress system is converted from initial
pipe piece annular stress into combination of a part of the pipe piece, initial-supporting stress and beam-
wall stress, and the structure has the advantages that stress is clear, converting is reasonable, and construction is convenient.