Construction method of protective walls of concrete antiskid piles

Abstract

The invention discloses a construction method of protective walls of concrete antiskid piles. The method comprises the following steps: according to a demand of a process design, tunneling rock soil and forming concrete antiskid pile grooves at intervals, binding reinforcing steel bars comprising pile body reserved reinforcing steel bars in the concrete antiskid pile grooves, pouring the grooves to form concrete antiskid piles; removing rock soil between adjacent concrete antiskid piles, and embedding prefabricated concrete block bodies manufactured in advance; peeling the pile body reserved reinforcing steel bars for exposing the pile body reserved reinforcing steel bars in certain lengths, and connecting the pile body reserved reinforcing steel bars to the reserved steel bars of the prefabricated concrete block bodies one by one in a binding-welding manner; and in joint regions, vertically arranging template pouring concrete and connecting the concrete antiskid piles to the prefabricated concrete block bodies to form integral wall bodies so as to form continuous retaining wall bodies. The construction method disclosed by the invention can quickly form the protective walls of the concrete antiskid piles in different geological conditions, so that the construction period is shortened, quick formation of the protective walls of the concrete antiskid piles in different geological conditions is ensured, and an intact structure quality effect that the combined walls of the protective walls of the antiskid piles in the concrete structures and surfaces of slope protection are densely combined is realized.

Description

technical field

[0001] The invention relates to a construction method for a concrete anti-slide pile retaining wall, in particular to a construction method for a concrete anti-slide pile retaining wall. Background technique

[0002] The traditional concrete anti-slide pile retaining wall construction is usually after the concrete anti-slide piles are formed, and then reversed from top to bottom between the piles, and the concrete retaining wall is formed by vertical segmental integral cast-in-place; during construction, it is necessary to If the formwork is installed inside and outside, since the inner formwork is on the water-retaining wall surface, it is not conducive to the installation and removal of the formwork, and the operation process takes a long time and the work efficiency is low; The construction techniques and methods of the slide pile parapet wall structure need to be improved. Considering shortening the construction period and improving construction efficien...

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