The Yangshan phase IV project is a fully automatic container port,the crane load of which is beyond the conventional one.The design of hydraulic structures of wharf need to adapt to the super-conventional load and automation technology.Especially,according to the requirements of the automatic loading and unloading process,some specific areas of the wharf surface can not contain metal,so as not to interfere with the magnetic nail signal.According to the design conditions of phase IV project,the paper demonstrates the structure type and pile foundation scheme.Combining with the loading and unloading process characteristics,the innovative design of the main components of the wharf is carried out.It is proved that the wharf is suitable for the high-piled beam-slab structure,and according to the change of the covering layer,the pile foundation is divided into the driven pile and the pile embedded in rock.To adapt to the crane load and automatic loading and unloading process which are beyond the conventional ones, the track beam is designed according to the theory of deep beam,and fiber reinforced composite materials is used for the first time in the design of wharf surface layer.