The present invention provides a method for constructing a secondary lining of a large-section underground wind
machine room in an extra-long highway tunnel, which belongs to the technical field of
tunnel engineering, including S1, re-measurement of the initial support section, S2, construction of a waterproof layer, S3,
assembly of a secondary lining stand and a
steel bar installation stand, S4, installation of secondary lining steel bars, S5, installation of
corbel embedded parts, S6,
assembly of formwork, S7, pouring of secondary lining concrete, and S8, concrete curing. The method pours secondary lining concrete at different heights, decomposing the primary
stress problem in the large-section secondary lining concrete pouring process into two times, reducing the requirements for the trolley during construction, thereby reducing the project cost; combined with the intersection width and its distribution on both sides of the underground wind
machine room, the single-plate secondary lining construction range is reasonably divided, avoiding the unfavorable situation that the annular construction joint is arranged in the intersection range.