The invention provides a hard inclined rock surface cast-in-place
pile drilling method, and relates to the technical field of constructional
engineering. The hard inclined rock surface cast-in-place
pile drilling method comprises the steps that the soft rock stratum position of a
pile hole is determined; a first excess
steel bar of a pile foundation reinforcement cage main bar is inserted into the soft rock stratum in the axial direction of a pile hole, and a first layer of
rubble is backfilled; a percussion
drill is used for pressing the first excess steel bars and the first layer of rubbles into the soft rock stratum; second excess material reinforcing steel bars of main reinforcements of the pile foundation reinforcing cage are made into reinforcing
steel bar meshes, and the reinforcing
steel bar meshes are horizontally filled into the pile holes; backfilling a second layer of
rubble on the reinforcing mesh; impacting the second layer of rubbles by using the percussion
drill; and drilling. And through combined backfilling of the horizontal reinforcing mesh and the second layer of rubbles, the uniformity of an
impact interface can be improved, and deflection of a drilling tool of the
impact drill is avoided, so that the drilling construction efficiency can be improved while the drilling cost of the hard inclined rock surface cast-in-place pile can be reduced.