This invention discloses an expandable
diameter reinforcement device and construction method for composite
cement-
soil mixing piles. The device includes a steel
pipe pile, a sliding collar, multiple reinforcement units, a traction
rope, and a traction guide. The sliding collar is fitted around the outer periphery of the steel
pipe pile. Multiple reinforcement units are spaced apart around the
pile end, with each reinforcement unit's two ends connected to the sliding collar and the pile end, respectively. The traction guide is located on the inner wall of the steel
pipe pile, and the traction
rope is connected to the sliding collar. When the traction
rope is pulled upward, the sliding collar moves towards the pile end, reducing the distance between the two ends of each reinforcement unit and driving the multiple reinforcement units to bulge outward, forming an expanded
diameter reinforcement structure around the pile end. This device effectively solves the problem of difficulty in lowering large-sized reinforcement components in limited construction channels. This construction method, by implanting and simultaneously expanding the
diameter of the reinforcement components in a fluid-plastic pile body, is unaffected by subsequent hardening, ensuring controllable forming quality and ultimately improving the
bearing capacity of the enlarged head region of the composite
cement-
soil mixing pile.