The invention discloses a novel sloping field constructional
engineering pile construction method. The method comprises the steps that the specific position of an original punched cast-in-place
pile is explored through ultrasonic
waves, and a
pile head of the original punched cast-in-place pile is excavated through a small
excavator or manual earth excavation; after the pile head of the original punched cast-in-place pile is excavated, concrete of the pile head of the original punched cast-in-place pile is broken and chiseled through a cannon
machine, the center of the pile head of the original punched cast-in-place pile is chiseled away, a groove is chiseled out, and the groove is 300 mm in length, 300 mm in width and 300 mm in depth;
butt joint pile main reinforcements and original punched cast-in-place pile main reinforcements are in
lap joint in a double-face
welding manner,
welding slag is removed in time after
welding, then the
butt joint pile main reinforcements are hooped, andthe
diameter and the distance of stirrups of the
butt joint pile main reinforcements are the same as those of the original punched cast-in-place pile main reinforcements; and by the adoption of the novel sloping field constructional
engineering pile construction method, ground operation can be achieved in
engineering pile splicing construction, pile splicing construction is convenient and rapid through ground operation, the
quality level is improved, safety risks are reduced, meanwhile, the stress area of a pile foundation is increased, the stress performance of the pile foundation is improved, and the service life is prolonged.