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.