摘要：近年来，上海港散货吞吐量持续走高，现有港区散货作业能力几近饱和，需要拓展新港区以缓解作业压力。本次设计选址为上海横沙深水新港，拟在港区建造一个散货专用码头泊位。根据当地的地质资料分析土层为软土性质，所以确定码头结构形式为高桩梁板式码头。此次码头的设计内容包括泊位参数的确定、码头平面布置、码头面板设计、纵梁横梁设计、桩帽设计、码头靠船构件设计、橡胶护舷的选用等内容。设计严格按照《高桩码头设计与施工规范》、《水运工程混凝土结构设计规范》、《建筑结构静力计算手册》等规范进行结构尺寸设计、配筋计算、抗裂和抗冲切验算等内容。当验算条件都达到要求时，再根据实际工程的施工条件，利用大学四年学到的专业知识进行进一步优化，保证设计的合理性。

关键词：散货；高桩码头；平面布置；结构设计；计算；验算

Abstract：In recent years, bulk cargo througout in Shanghai port has continued to rise. As the exsiting operational capacity of port to transship bulk cargo reaches its upper limit, new port should be expanded to relieve the operational pressure. This desigh is located in Shanghai Hengsha deep water port and a customized quay berth for bulk cargo is going to be build there. Local geological data shows that the soil is soft, so the wharf structure takes the form of high-piled beam-slab wharf. The whole design of the wharf includes the determination of berth parameters, the layout of the wharf, the selection of rubber fender and the design of the terminal panel, the longitudinal beam, the cross beam, the pile cap, the berthing members,etc. The structural design, the reinforcement calculation, crack resisting calculation, and the Cutting resistance calculation are in strict accordance with the norms including Design and Construction Code of High-piled Whar, Concrete Structure Design in Water Transport Engineering, Static Caculation Manual of Architrcture Structur,etc. In addition to the satisfaction of the check conditions, the actual construction condition of the project and the professional knowledge acquired in colledge should be utilized to gurantee the reasonability of the design.

Keywords: Bulk cargo；High-piled wharf；Plane layout；Structural design； Calculation；Check

目录

第一章 绪论 1

1.2横沙港区选址优势与定位 1

1.3上海港散货吞吐量预测 2

第二章 设计资料 4

2.1气象 4

2.1.1气温 4

2.1.2降水 4

2.1.3风况 4

2.1.4雾况 4

2.2水文 5

2.2.1流速、流向 5

2.2.2含沙量 5

2.2.3潮位 5

2.2.4水位 5

2.2.5 波浪 6

2.3地质条件 6

2.4码头结构形式选择 7

2.5设计船型 7

第三章 总平面布置 8

3.1作业条件 8

3.2总体尺寸 8

3.2.1码头泊位长度