摘要本次设计的南通港7万吨级散货码头位于南通市，长江入海口北岸，地处长江三角洲，上海经济区的北翼，其结构为梁板式高桩码头。南通港处于江、河、海联运的交通枢纽，东临黄海，南接长江，距上海吴淞104公里。62291

随着南通市经济发展，南通港区需要扩大规模，散货码头吞吐量增大，需要新建散货码头以增加散货码头的吞吐量。根据业主要求扩建码头年通货量为4500000t。

本设计设计了面板、纵梁、横梁、桩、靠船构件。施工期时面板为对边简支板、纵梁为简支梁，使用期面板为四边简支板、梁为连续梁。通过作用的效应组合，为面板、梁、靠船构件进行配筋，并对面板的抗冲切承载能力、梁和靠船构件的正截面承载能力和斜截面承载能力、裂缝宽度进行验算。

毕业论文关键词：高桩码头、结构设计、面板、梁

Abstract The design of nantong port 7 ton bulk terminal is located in nantong, the Yangtze river estuary, is located in the Yangtze river delta, north wing of Shanghai economic zone, the structure of beam and plate piled wharf. Nantong port jiang, river and sea transport hub, east is near yellow sea, south of the Yangtze river, 104 kilometers away from Shanghai wusong.

With the economic development of Nantong City,Nantong Port needs to expand the scale,bulk cargo terminal throughput needs to be built to increase the throughput of the bulk cargo terminal. According to the requirements of the owner of the extension of the terminal in the amount of 4500000t.

The design of panel, beam, beam, pile, berthing member. The construction period is on the edge of a simply supported plate panel, stringer is supported by use of panel for simply supported beams and plates for continuous beam. Through a combination of action effects, slabs and beams, berthing member reinforcement and against a panel of anti impact cut bearing ability, beam and by ship components of normal section bearing capacity and inclined section bearing capacity, crack width checking

Keywords: High pile wharf, Structural design, Panel, Beam 

第一章 绪论 1

1.1、南通港概况 1

第二章 设计资料 2

2.1、运营资料 2

2.2、地形地质条件 2

2.2.1、地理位置 2

2.2.2、地形地貌 2

2.2.3、工程地质 2

2.3、水文气象条件 3

2.3.1、气温 3

2.3.2、降水 3

2.3.3、风况 3

2.3.4、雾 4

2.3.5、潮汐 4

2.3.6波浪 5

2.3.7、地震 5

2.4、材料供应 5

2.5、施工条件 5

2.6、船型资料 5

第三章 码头总体设计 6

3.1、结构选型 6

3.2、初步设计 6

3.2.1、泊位数 7

3.2.2、泊位长度 7

3.2.3、码头前沿设计高程 7

3.2.4、码头前沿水深 8

3.2.5、航道水深