The invention discloses a hydraulic
drill follow-up
pipe-shed construction method. Two guide tracks are laid on a
work site, which is perpendicular to an axis of a tunnel, on a construction tunnel face, and are used for realizing traveling of a drilling
machine platform and positioning of a
pipe-shed, during construction, packed hole drilling of a
slurry protecting wall is formed by a hydraulic
drill from a tunnel access opening at the outer edge of a frame via the drilling
machine platform according to certain distances, drilling and follow-up
pipe construction are carried out simultaneously, finally, advanced pre-supporting is formed, the purposes of increasing rigidity and bearing ability of a stratum and unevenly and normally distributing uniformly distributed load are achieved, surface
subsidence in a follow-up frame digging process is reduced, and safety of civilization sites is ensured. In the method, the quantity of construction operators and the quantity of equipment are reduced, effects are improved, a pipe-shed circulating period is shortened, a construction schedule is ensured, and
engineering manufacturing cost is reduced. The method is a brand-new pipe-shed construction method for an extremely shallow-buried and large-section tunnel, not only is convenient in construction when used for soil
layers and loose, soft and unstable strata, but also is more favorable for controlling surface
subsidence, and is safe and controllable.