Construction method for swing-injected agitating composite piles

Abstract

The invention discloses a construction method for swing-injected agitating composite piles. The construction method comprises the following steps of: putting a piling machine in place, and correcting levelness and perpendicularity of the piling machine; pulping, feeding pulp to the piling machine through a high-pressure pump; spraying pulp from a bottom pulp spraying hole of a swing-injected agitating composite drill bit on the piling machine, enabling the swing-injected agitating composite drill bit to agitate and submerge to designed pile bottom elevation, spraying pulp from the bottom pulp spraying hole of the swing-injected agitating composite drill bit on the piling machine, enabling the swing-injected agitating composite drill bit to agitate and lift to the designed pile bottom elevation, and sufficiently agitating a soil body by a first blade on the side wall of the swing-injected agitating composite drill bit; repeating steps 1) to 4) until construction of all swing-injected agitating composite piles is completed, wherein in a construction process, a jet grouting pile jets slurry to cut and damage the soil body under high pressure, and the first blade is utilized for sufficiently agitating the soil body, so that the soil body can be sufficiently mixed with pulp uniformly, and therefore, a phenomenon that jet-grouted solid is not uniform as range is affected by foreign matters when pulp cannot be jetted as a result of the foreign matters in the construction process of the jet grouting piles is avoided.

Description

technical field [0001] The invention relates to a construction method in the field of construction engineering research, in particular to a construction method of a rotary jet mixing composite pile. Background technique [0002] For a 2# communication channel, its center distance is ZDK51+983.858, the distance between the left and right tunnels is 14.1m, and the buried depth of the channel is 19.37m. The main formations where 2# Liantong is located are, from top to bottom: plain fill, silty soil, medium-coarse sand, silty fine sand, silty clay, silty fine sand, medium-coarse sand, silty soil, silty clay, Sandy clayey soil, fully weathered stratum. The arch and body of the connecting channel are mainly silty soil layer, and the bottom is medium-coarse sand layer. From the above stratum conditions, it can be known that the stratum where the 2# communication channel is located is sandy soil and soft soil with poor geology, sandy soil and soft soil have strong water permeabili...

AI Technical Summary

Problems solved by technology

However, during the construction of cement mixing piles, the speed of spraying grout on the mixing head generally does not exceed 0.5m / min. If secondary mixing or other multiple mixing and spraying techniques are used, the construction progress is slow, which is not conducive to projects with tight construction schedules. construction

Images