The invention provides a sandy gravel stratum
cofferdam foundation controlled grouting method and structure. The sandy gravel stratum
cofferdam foundation controlled grouting method comprises the following steps that S1, construction hole sites are measured and lofted, and a plurality of hole sites are marked; the drilling
machine is moved to the
lofting hole position, casing-following drilling is carried out, a casing
pipe follows up to a
bed rock section, and one-time hole forming is carried out; s2, a grouting structure is installed in the casing
pipe, the grouting structure comprises a stop-grouting plug and a
grout outlet head, and the stop-grouting plug and the
grout outlet head are installed at the position of the last section of the casing
pipe in the hole; s3, a section of sleeve is pulled out through a
tube drawing bench; s4, grouting is conducted, and grouting is stopped after grouting of the section is completed; s5, the steps S3-S4 are repeated till grouting in the hole is completed, grouting is stopped, and the grouting structure is moved to the next hole position; and S6, the steps S2-S5 are repeated till grouting of all the hole positions in the working area is completed. The
slurry concentration is automatically controlled, the operation is simpler, the convenience during grouting is improved, and the strength of manual operation is reduced; and the device adapts to different grouting conditions, the
adaptive capacity is better, and grouting is more convenient.