The invention discloses a construction method of a cross-sea-area bridge
pier column with an anti-
cracking protection layer, which adopts a standard foundation part and a positioning
assembly for positioning a
water stop part to position the distance between a reinforcement cage and an anti-
cracking structure, so that the thickness of the
protection layer is accurately positioned, manual positioning and repairing are not needed, and the construction efficiency is improved. The problems that the distance between the bridge
pier column main reinforcement and the anti-
cracking structure is positioned inaccurately, and a
welding spot between the anti-cracking structure and the positioning
steel bar is prone to falling off, so that deviation is caused are solved, and the procedure that a special support and an operation platform need to be erected on a sea area continental frame
silt layer for each
pier column is omitted. The unsafe problem that an operator needs to
climb a frame body and a
crawling ladder to enter the steel mold for construction is solved; the construction efficiency problems that an existing concrete
cushion block is prone to collapsing, falling, crushing, secondary adding, difficult mounting and fixing and the like are solved, out-of-site advanced die
assembly and reinforcement of a pouring formwork of the pier column can be achieved, and the positioning precision of a
protection layer is not affected by one-time overall hoisting on site.