港口航道与海岸工程毕业设计之10万吨板桩码头设(4)

Abstract

This design is the port container terminal in Rizhao port address phase south side. Terminal type for single anchor sheet pile wharf. Warehouse and stacking area and

distribution according to the amounts decide. Terminal quay 14.00 meters, design depth in wharf surface elevation for 6.5 m, design for 4.73 m, high water level design for low water level 0.59 m, extreme low water for - 0.60 m. Imran khan, the rear 28m pile ahead of pile 35m imran khan.

This dock for single anchor sheet pile wharf. Pile using steel sheet pile, anchorage

structure is anchorage anchorage plate, plate adopts steel reinforced concrete structure, bars, using 3 steel design value strength of steel for 200N /, bars for 1.5 m distance. In order to make sheet pile wharf can work together and tidy, usually before the board along with cast-in-situ concrete pile top made cap beam. In order to make every root sheet pile can be bars pull, in bars and plate pile wall set guide beam joints. Cap girder generally USES the cast-in-place reinforced concrete, the section of frontwall adopts rectangle form. For sludge thickness is deeper, so need dredger desilt. Key part main computing lasting combination utility combination, transient combination and accidental combination (considering earthquake intensity of 7), with steel sheet pile, only by carrying capacity limit state are computed and project are: sheet pile wall kick stability, anchorage structure stability, sheet pile wharf and the overall stability of the bearing capacity of the pile.

Keywords: single anchor， Board pile wharf，Effect utility combination，Steel sheet pile