The invention provides a construction method for removing a rock pillar in a deep
underground space super-large section hard
rock tunnel, which comprises the following steps of: firstly, establishing a tunnel three-dimensional model by utilizing
finite element software Midas GTS, determining a safety distance from a secondary lining to a middle rock pillar in a
station excavation process through
simulation analysis, dividing a tunnel section into an upper step, a middle step and a lower step according to height, and constructing a tunnel model; each step is further divided into a left
pilot tunnel, a middle
pilot tunnel and a right
pilot tunnel. The construction process comprises the steps of top lifting, main body tunnel upper step left and right pilot tunnel excavation and support, middle step left and right pilot tunnel excavation and support, upper step middle pilot tunnel excavation and support, middle step middle pilot tunnel excavation and support, lower step left and right pilot tunnel excavation and support, lower step middle pilot tunnel excavation and support and inverted arch and arch wall lining construction. According to the construction method, the pilot
tunnel construction sequence is optimized, space is provided for mechanical excavation, the problem that the upper step and the middle step of the core rock pillar cannot be mechanically trimmed is solved, and the construction efficiency is improved. Manual and automatic monitoring is adopted in the whole process to ensure
tunnel safety and stability. The construction risk is effectively reduced, carbon emission and
dust pollution are reduced, the method is suitable for hard rock geological
tunnel construction with good self-stability, and remarkable
social benefits are achieved.