The invention discloses a positioning construction method for a tunnel reserved rock
ballast channel, and belongs to the technical field of
tunnel engineering construction. According to the method, before a main tunnel is excavated, a rock
ballast channel three-dimensional
digital reference is established based on a design model; during construction, a
total station, a
laser orientation instrument and an
inertial navigation system are fused for multi-source cooperative measurement, and the spatial position of a channel is obtained in real time; comparing measured data with a design model through a digital twin platform, dynamically generating a deviation correction instruction, and linking tunneling or supporting equipment to automatically adjust operation parameters; and meanwhile, the channel supporting opportunity and strength are adaptively optimized in combination with surrounding rock
deformation monitoring data. According to the method, closed-loop management of measurement, analysis, regulation and
verification is achieved, accumulative errors are effectively restrained, the positioning precision and the construction efficiency are improved, and the method is suitable for long and large
tunnel engineering with various section forms such as a round section form, a rectangular section form and a horseshoe section form.