The invention discloses a rotary jet grouting bar inserting type mini
pile construction method. The rotary jet grouting bar inserting type mini
pile construction method comprises the first step of
pile position
lofting, the second step of taking drilling
machine into place, the third step of hole leading, the fourth step of
cement paste mixing, the fifth step of high-pressure rotary jet grouting pile forming, the sixth step of steel
pipe manufacturing, the seventh step of steel
pipe placing, the eighth step of drilling
machine translocating and the ninth step of grouting. The rotary jet grouting bar inserting type mini pile construction method has the beneficial effects that the working face is small, the requirement for the place height is low, the construction place is tidy and clean, the construction process is safe, accident potentials are low, the pile forming quality is good, the bearing force is relatively high, and the method is suitable for construction carried out on places like chemical plants where pipelines are complex, the place limiting conditions are high and the construction
process safety requirements are strict. According to the construction method, high-pressure rotary jet grouting piles are adopted, steel pipes are embedded into pile holes, the outer wall of a
pipe body of each steel pipe is spirally wound by round steel so that the
frictional resistance of the side wall can be increased, and therefore the bearing force of a mini pile is improved. Symmetrical bevel connectors are formed in the bottom of a bottom pipe and are beneficial to sinking of the steel pipes, and the construction efficiency is improved.