The utility model discloses an
offshore water taking head foundation which is composed of a group
pile foundation and a steel mould
assembly arranged from bottom to top. The group
pile foundation comprises N steel
pipe piles, N
pile caps and a water taking device fixing frame. The N pile caps are respectively sleeved and fixed on the top sides of the N steel
pipe piles, and the top sides of the pile caps are provided with lower connecting flanges. The water taking device fixing frame comprises an annular body, and N upper connecting flanges are fixed on the bottom surface of the annular body in a circumferential direction. The steel mould
assembly comprises a steel mould frame, a plurality of limiting frames are arranged side by side and spaced apart, and are fixed on the inner wall of the steel mould frame. The limiting frames are provided with pile foundation limiting holes, and the number and positions of the pile foundation limiting holes on the plurality of limiting frames correspond to the
underwater setting positions of the N steel
pipe piles one by one. The water taking head installation construction method implemented by using the foundation can greatly reduce the earthwork amount of the open
caisson sinking process, improve the pile foundation plane positioning accuracy, and shorten the time of each construction procedure by 2-3 times compared with the traditional
process operation, so that the construction efficiency is high and the cost is low.