This application relates to the field of anti-
buoyancy technology in building
engineering, and particularly to an anti-
buoyancy anchor construction process and an anti-
buoyancy anchor, comprising: S1: preliminary preparation; S2: rod
assembly; S3: hole drilling and enlarging, drilling a
deep hole at a preset position, and after drilling to the target depth, performing end enlarging construction within the enlarged hole depth range to form an anchoring grouting zone; S4: anchor lowering, lowering the finished anchor to the target depth in the hole, at which time the enlarged bladder extends into the
sediment at the bottom of the hole; S5: grouting operation, injecting
grout into the enlarged bladder through a grouting
pipe to expand the enlarged bladder and push the
sediment at the bottom of the hole outward until the enlarged bladder is filled with
grout, completing the grouting construction in one step, and completing the grouting construction of the gap between the anchor rod and the inner wall of the hole; S6: prestressing locking; S7:
casting to obtain the anchor anti-buoyancy
system; This application has the effect of reducing the possibility that
sediment at the bottom of the hole will combine with the concrete
mortar during the grouting process and affect the anchoring effect of the anti-buoyancy anchor.