The application relates to a deep-water
pebble covering layer buried type lock steel
pipe pile cofferdam water stop construction method, a steel casing is first inserted and driven at a designed
insertion and driving position of a steel
pipe pile, the steel
pipe pile is inserted and driven to a rock layer below a
pebble covering layer, a large-
diameter steel pipe pile hole is formed, then clay is backfilled in the steel casing, and the steel casing is pulled out; a plurality of
slurry outlet holes are formed on a pipe wall of a lower end of the steel pipe pile in advance, the steel pipe pile is inserted into the pile hole, clay in the steel pipe pile is removed, a grouting device is placed in the steel pipe pile, the grouting device forms a
closed space in the steel pipe pile,
cement slurry is pressed into the steel pipe pile through the grouting device, the
cement slurry is pressed into a space between the steel pipe pile and the rock layer through the slurry outlet holes on the steel pipe pile under
high pressure, the steel pipe pile is firmly combined with the rock layer, the steel pipe pile can be kept stable under the action of
water flow impact, water outside the
cofferdam can be prevented from penetrating into the
cofferdam from the space between the steel pipe pile and the rock layer, and therefore the
water stop effect of the cofferdam is improved.