Flow diversion breakwater based on pile foundation structure

The invention discloses a flow diversion breakwater based on a pile foundation structure. The flow diversion breakwater is characterized in that the flow diversion breakwater comprises comb-type closepiles used for flow diversion and wave consumption; when the wharf grade is small and the water depth is small, the comb-type close piles are arranged on the lower part of a wharf; and when the wharfgrade is large and the water depth is large, the comb-type close piles are arranged on the rear part of the wharf or between a front berth and a rear berth. The flow diversion breakwater is good in flow diversion and wave consumption effect, low in cost, small in sea area and wide in application range. 本发明公开了一种基于桩基结构的导流防波堤，其特征在于：包括用于导流和消浪用的梳式密排桩：当码头等级较小水深较浅时，所述梳式密排桩桩设置于码头下方；当码头等级大水深较大时，所述梳式密排桩设置于码头后方或者前后泊位中间。其导流和消浪效果好、成本低、用海面积小且适用范围广。