The invention discloses a
pipe pile and open
caisson combined construction method. The method comprises the steps of (1)
geological exploration; (2) designing measurement calculation; (3) site leveling; (4) construction of
pipe piles; (5) connecting an open
caisson casting blade angle and the
pipe piles into a whole; (6) sinking combination of an open
caisson and the pipe piles; (7) enabling the open caisson in place; (8) construction of an open caisson
cushion layer; (9) secondary construction of the open caisson and the pipe piles; (10) secondary
pile construction and connection constructionof the open caisson
cushion layer. Firstly, the pipe piles are driven into the soil, due to the fact that the pipe piles firstly sink into the ground to be positioned, deviation possibly generated inthe sinking process of the open caisson is reduced, the sinking speed can be controlled, the open caisson can be formed at a time, the time taken for disassembling and reshipping a
scaffold and a formwork during sectional manufacturing of the open caisson can be shortened, the working efficiency is improved, and the construction period is shortened; and the pipe piles and the open caisson are poured into a whole and then sink, the mode that the cast-in-place piles are broken while then soil is taken is replaced, the construction difficulty is reduced, resources are effectively saved, and thecost is effectively controlled.