Pile plate rib combined type drainage groove structure

The utility model relates to a pile plate rib combined type drainage channel structure which comprises a plurality of groups of anti-slide piles with reinforced concrete structures, breast boards withreinforced concrete structures and anti-impact ribs, each group of anti-slide piles comprises two parallel anti-slide piles, and the cross sections of the anti-slide piles are rectangular. The drainage groove adopts a composite integral form of combining the anti-slide piles, the breast boards and the anti-impact ribs, and the anti-slide piles can penetrate through loose deposits of a ditch bed to be embedded into a compact and stable soil body at the bottom of the ditch bed, so that deformation and damage of the drainage groove due to sedimentation of a soft foundation can be reduced; afterthe breast boards are located behind every two adjacent anti-slide pile piles on the two sides of the channel, channel bank slope soil can be stabilized and prevented from being eroded and laterally corroded by channel water a