The application discloses a high-pressure rotary jet grouting
pile equipment for
sedimentary rock pebble layer and a construction method thereof, and belongs to the field of foundation construction. The equipment comprises a
caterpillar vehicle provided with guide rail columns and a mounting mechanism. A rotary chuck and a positioning mechanism are slidably arranged on the guide rail columns. A
drill rod is detachably connected with a power head arranged on the rotary chuck. The positioning mechanism is used for limiting and driving a protective sleeve arranged on the
drill rod. The protective sleeve is formed by sequentially connecting sleeve units at the head and
tail. The mounting mechanism is used for mounting the sleeve unit to be mounted to the
drill rod coaxially. The mounting mechanism comprises a base, a support frame and a
hydraulic cylinder. The base is arranged above the positioning mechanism. The lower end of the support frame is rotatably arranged on the base. The upper end of the support frame is used for temporarily fixing the sleeve unit to be mounted. One end of the
hydraulic cylinder is rotatably arranged on the base, and the other end is rotatably connected with the support frame. The sleeve unit can be mounted without stopping the operation, and each sleeve unit limits the drill rod, thereby ensuring the perpendicularity of the drill rod.