The invention provides a holding type major
diameter static pressure sinking
pipe cast-in-place
pile construction method, which comprises the steps of: A, measuring and positioning; B, moving the
pile-pressing
machine in situ; C, moving the
pile shoe in situ; D, lifting the steel sleeved pile
pipe; E, checking the centering of the steel sleeved pile
pipe; F, pressing the pipe; G, jointing the pipe; H, pressing the pipe again; I, stopping pressing the pipe; J, placing a
steel bar cage; K, placing concrete; L, drawing the pipe out. The invention further provides a pile-pressing
machine, which has a body composed of a walking mechanism, a crane, a counterweight structure and a frame. The pile-pressing
machine is characterized in that: a pile-pressing bench is disposed on the frame; the pile-pressing bench comprises a pile-pressing upright column, a main pile-pressing cylinder, an accessory pile-pressing cylinder, a hydraulic
gyrator, and a pile clamping box; pile clamping cylinders are transversely disposed on the pile clamping box; and a driving sleeve is disposed on the vertical through hole of the hydraulic
gyrator. The invention utilizes the advantages of
low noise and
high frequency vibration of static pile-pressing construction process, and fully plays the advantages of high
bearing capacity and stable construction quality of major
diameter sinking pipe cast-in-place pile.