摘要南通港是国家一类开放口岸，国家沿海主要港口，上海国际航运中心组合港北 翼重要港口，国际港口协会成员港。南通港区东濒黄海，西南临长江，是海轮进入 长江的第一个港口，离上海吴淞 104 公里，距长江口 191 公里，处于海、江、河联 运的枢纽地位。东出大海可与我国南北沿海各港及世界各国和地区通航。78308

本次毕业设计主要进行以下工作：首先通过网络收集了南通当地的气象水文资 料、南通港区附近的地质资料及码头运营资料。然后对资料进行分析整理，从而确 定了码头的结构型式为高桩码头。继而进行码头的平面布置以及结构尺寸的拟定。 再进行相关内力计算和设计：荷载计算、面板设计、纵梁设计、轨道梁设计、横梁 设计桩基计算和靠船构件计算。最后对码头进行了简要的施工组织设计。在内力计 算中部分内力借助于相关工程软件进行计算。

毕业论文关键词：南通港；高桩码头；件杂货码头；结构设计

Abstract Nantong port is a national class open port, national major coastal port, Shanghai international shipping center combination Gangbei wing important port, a member of the International Association of ports and harbours Hong。 Nantong port area is the east coast of the Yellow Sea, southwest near the Yangtze River is seagoing vessel into the Yangtze River's first port, from Shanghai Wusong 104 kilometers, 191 km away from the Changjiang Estuary, in the sea, the river, the river transport hub。 East out of the sea and the north and the south coast of China and the world and the world of navigation。

This graduation project mainly carries on the following work: first through the network has collected the local meteorological and hydrological data in Nantong, the Nantong port area nearby the geological data and the wharf operation data。 Then the data were analyzed and sorted, so as to determine the type of wharf structure for high piled wharf。 Then carry out the layout of the pier and the structure size of the proposed。 Then the internal force calculation and Design: load calculation, panel design, longitudinal design, track beam design, beam design of pile foundation calculation and berthing member calculation。 Finally, the construction organization design of the wharf is briefly introduced。 In the calculation of internal forces, some of the internal forces are calculated by means of the relevant engineering software。

Keywords: Nantong port ;High piled wharf; Bulk cargo terminal; Structure design

目 录

第一章 绪论 1

1。1 南通港简介及研究内容 1

1。2 研究内容 2

第二章 设计资料 3

2。1 水文条件 3

2。1。1 设计水位 3

2。1。2 潮汐 3

2。1。3 设计波浪 3

2。2 气象条件 3

2。2。1 潮流 3

2。2。2 风况 3

2。2。3 降水 3

2。2。4 雾况 4

2。2。5 气温 4

2。3 地震情况 4

2。4 地质条件 4

第三章 平面布置及工艺设计 6

3。1 总平面设计 6

3。2 布置原则 6