The invention discloses a construction method of an improved lock catch steel
pipe pile cofferdam with a poor sand large-particle-size
pebble covering stratum. The construction method comprises the following steps that an upper structure of a drilling platform is dismantled; measuring and setting out a
pile position of the lock catch steel
pipe pile cofferdam, sinking and positioning the steel
pipe pile
cofferdam by adopting a crawler crane and a vibratory hammer, and preliminarily entering a
pebble bed; driving a pipe pile to a set elevation by utilizing a hydraulic
impact hammer; for a steel pipe pile which is difficult in drilling footage or provided with boulders at the bottom, an XR280 rotary drilling guide hole is adopted; the steel pipe piles are smoothly closed; cofferdam
water pumping; a small
excavator is adopted for internal excavation,
slag is discharged in a
long arm excavation up-and-down
transfer mode, a local rock stratum is firstly crushed and then excavated through a crushing hammer, water is pumped to the position 70 cm below an inner support of the road, and after the inner support is installed,
water pumping continues to be conducted; and bottom sealing, pile head breaking and
pile cap construction are carried out. By means of the construction method, the problems that the double-wall steel cofferdam is difficult to put down and level, and the site requirement is high can be effectively solved; the defects that a long steel
sheet pile cofferdam is low in rigidity, prone to deformation and poor in water stopping effect are overcome. Through the cofferdam construction technology of the hydraulic
impact hammer and the guide hole in the pipe of the rotary drilling rig, the hydraulic
impact hammer is used for driving the steel pipe pile, the guide hole in the pipe of the rotary drilling rig and the pile-forming construction of a single pipe pile only need 10 minutes, and the construction period is greatly shortened.