Study On Structural Type Of Deepwater Large Span Wharf

In recent years, China Water Transport is growing rapidly and dock has expanded with macro-scale operations and specialization. We bring forward more high request of dock structure in order to adjust the current of macro-scale ship and the need of deep dock. As to one of the prime structure of high pipe dock, We need to adjust the structure of dock to the current.Combining knowing the internal and overseas dock structure and making reference the arch bridge of bridge engineering, a new type of wharf with arch longitudinal grider which is put up in this article increases the distance of bent in order to adjust to the need of deep and large wharf. The reasonable arch axis equation of wharf structure is put up in this article according to the theory of arch axis equation of open spandrel bridge engineering and the relative load code. The structure of arched side-member bent, arch foot, pile foundation and wharf is put up in this article.The paper ascertains the superstructure and foundation of high pipe dock by the secondary development of ANSYS and the simulation of arched beam of reinforced concrete, pile foundation and cap. The paper provides the theory basis that the arched beam replaces the additional simply supported beam in high pipe dock.