摘要连云港港位于我国沿海中部，黄海海州湾西南岸、云台山北麓，具有海域宽敞，掩护条件良好、终年不冻、淤积少的优良条件，是我国沿海重要的港口之一，也是我国沿海中部能源外运以及外贸运输的重要口岸。进入新世纪后，连云港港口迅猛发展，港口货物的吞吐量日渐增长，液体化工品泊位也已处于超负荷运营状态，增建新世纪液体化工码头以满足运营需求。62287

本次毕业设计主要包括以下内容：首先整理关于连云港港的气象、水文以及地质资料；然后根据设计资料确定码头的结构形式、码头的平面布置以及码头的主要结构尺寸；接着对码头的主要结构进行了内力计算以及设计，主要包括：面板、纵梁、横梁、桩基、靠船墩以及系船墩；最后对该码头做出了简要的施工组织设计。该设计中的比较复杂的内力计算借助了相关工程软件。

毕业论文关键词：连云港港；液体化工；蝶形布置；高桩码头

Abstract Lianyungang port is located in the coastal area of China, the southwest coast of the Haizhou Bay of the Yellow Sea, North Yuntai Mountain.It has many excellent conditions including wide sea area,good protection condition,ice free all year round and less sedimen -tation.It is not only one of the most important ports along the coast of China,but also an important port of energy and foreign trade transportation for the coastal area of China. After entering the new century,Lianyungang port develops rapidly and its cargo throughput growing. The berth of liquid chemical has been in the state of overload operation. The construction of the new century liquid chemical terminal can meet the operational requirements.

This graduation design mainly includes the following content:first, arranging the meteorological, hydrological and geological data of Lianyungang port;then ascertaining the structure form of the wharf, the layout of the wharf and the main structure size of the wharf according to the design data; then designing and calculating the internal force of the main structure of wharf, mainly including: panel, longitudinal beam,lateral beam, pile foundation, berthing pier and fastening pier; finally,making a brief construction organization design of the wharf. The relevant engineering software helps to calculate the complex internal force of the design.

Keywords: Lianyungang port;liquid chemical; butterfly layout;piled wharf

目 录

第一章 绪论 1

1.1 研究背景 1

1.1.1 国内码头建设发展现状 1

1.1.2 江苏省连云港港码头建设发展现状 1

1.2连云港港码头建设的必要性 2

1.3连云港港码头建设的可行性 3

第二章 设计资料 5

2.1 地理位置 5

2.2 气象条件 5

2.2.1气温 5

2.2.2降水 5

2.2.3风况 5

2.2.4雾况 7

2.2.5相对湿度 7

2.2.6灾害性天气 7

2.3 水文条件 8

2.3.1基面关系 8

2.3.2潮位 8

2.3.3波浪 9

2.3.4潮流 11

2.4工程地质 12