Construction method of enclosing level rotary-jet pile hole-mouth using double-liquid slip jection method
A technology of horizontal rotary jetting piles and double-liquid grouting, which is used in sheet pile walls, soil protection, infrastructure engineering, etc. methods, and problems such as difficulty in transporting and driving wood piles into the equipment, to achieve the effects of simple and reliable construction methods, saving construction space and time, and improving construction speed
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[0021] The test site is the reinforcement project of the exit end of a shield tunnel in a subway station in Shanghai. 5 horizontal jet grouting piles were constructed with the composite pipe horizontal jet grouting method, of which 3 piles were 9 meters long and 2 piles were 25.0 meters long; the single pipe method was used to construct 3 horizontal jet grouting reinforcements with a length of 9 meters. The pile diameter is 1.0-1.5 meters. The stratum reinforced on site is a silty clay layer④, which is in flow-plastic state. The water-cement ratio of the cement slurry is 1:0.5. The sealing process of the rotary nozzle orifice is shown in Figure 1-4, and the details are as follows:
[0022] 1) The structure of the sealing pipe is shown in Figure 1, and a steel casing with a water stop valve group is installed on the outside of the retaining wall. The inner diameter of the steel pipe sleeve is 196mm, and it is connected to the underground retaining wall through a flange.
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