A method for constructing
pipe piles while drilling for building or bridge foundations. The construction steps are to cover high-strength
prestressed concrete pipes or steel pipes with
drill pipes on the ground first, and install impactors and reaming retractable
drill bits at the front ends of the
drill pipes. , Follow the
pipe while drilling, follow the
pipe retaining wall, drill to the design elevation, stop drilling, withdraw from the reaming to shrink the
drill bit, use the
mud pump to clean the mud and
sediment, pour concrete into the pipe, and simultaneously inject pressure
grout to the outside of the pipe wall , stop when concrete and
grout reach the ground; the object of the invention is to propose a construction method with fast construction speed, reliable quality, less
material consumption, high
bearing capacity of piles, mechanized operation, and
environmental protection. In the construction method of bored cast-in-place piles, the use of mud retaining walls pollutes the environment, the hole is easy to collapse during the drilling process, the quality of concrete pouring is unstable, and the prestressed pipe piles are easy to cause the soil to rise. The strength of the
pile body constructed by the invention is high. , There is no
sediment at the bottom of the
pile, and the
pile end is completely rock-socketed, which can reach more than 2 times the
bearing capacity of the same
diameter bored pile.