Disclosed is construction technology of
high polymer material post-grouting squeezed cast-in-place
pile. The technology includes that a conventional bored
pile is adopted for forming a hole, a
grout filling bag is arranged on a reinforcement cage with a designed depth, the reinforcement cage sinks, concrete is cast,
high polymer materials are in
pressure grouting for the filling bag at a designed position by the aid of a grouting line after the
pile building concrete is initially set, and a
high polymer material post-grouting squeezed
branch and an expanded-base grouting pile are formed. Construction process of a squeezed
branch pile and technology of a post-grouting cast-in-place pile are optimized by a method, and problems of squeezing hole collapse of a traditional squeeze
branch pipe, excessive scum at a pile end and the like are avoided. In addition, a large quantity of expenditure and construction period can be saved, the high
polymer grouting technology is favorable for
environmental protection and energy economization, and the quality is easy to control. Besides, the method is simple in construction process, high in
operability, convenient in
quality control, and remarkable in economic benefit and the effect of management of a soft soil foundation.