摘要：本次毕业设计的内容是本次毕业设计的内容是奔腾威海港航基地沉箱码头，坐标为东经122°07′23″，北纬37°30′21"。威海位于山东半岛东侧，东北南三面濒临黄海西与烟台市接壤，它是欧亚大陆桥在太平洋沿海的重要港口之一，是中、日、韩及东南亚等国家和地区联系与合作的前沿地带，威海市海、陆、空交通方便，尤其是海上交通，历来是中国南北各省贸易和山东省对外通商的重要口岸。

世界经济在高速发展，港口在全球的供应链中有着不可替代的作用，现有港口的通过能力已经无法满足需要，20世纪60年代，世界航运业出现了一集装箱运输为主的新型运输方式，其具有安全、快捷、节省、保质等优点，能够大大提高运输质量和运输效率，所以本工程是很有必要的。威海港区自然条件优越适合建设万吨级深水码头泊位。本次设计的内容主要包括码头总平面设计、码头结构设计、码头稳定性验算、结构

内力计算、箱的配筋及裂缝宽度计算，以及码头总平面图、码头三视图的绘制。

关键字：沉箱码头；集装箱；总平面布置；码头结构；配筋

Abstract：The content of this graduation design is the graduation design of the contents of the Pentium Weihai harbor base caisson wharf, coordinates for the longitude 122°07′23 ", latitude 37°30'21". Weihai is located on the eastern side of Shandong Peninsula, northeast and south on the brink of the Yellow Sea and Yantai City border, it is the Eurasian Continental Bridge in the Pacific coast is one of the important port, is China, Japan, South Korea and Southeast Asia and other countries and regional ties and cooperation Area, Weihai sea, land and air transportation convenience, especially the sea traffic, has always been the north and south provinces of China's trade and foreign trade in Shandong Province, an important port.

The world's economy in the rapid development of the port in the global supply chain has an irreplaceable role, the existing port capacity has been unable to meet the needs of the 20th century, 60 years, the world shipping industry there is a container transport-based new mode of transport, It is safe, fast, save, durability and other advantages, can greatly improve the transport quality and transportation efficiency, so this project is necessary. Weihai harbor area of natural conditions for the construction of 10,000-ton deep water pier berth.

The design of the main design, including the terminal design, terminal design, terminal stability checking, structural internal force calculation, caisson reinforcement and crack width calculation, and the terminal total floor plan, the terminal three views of the drawing.

Keywords: caisson terminal; container; general layout; terminal structure; reinforcement

目录

第一章绪论 1

第二章设计资料 3

2.1水文情况 3

2.1.1水位 3

2.1.2波浪 3

2.1.3潮流 3

2.1.4冰况 3

2.2气象条件 3

2.2.1风况 3

2.2.2降水 4

2.2.3气温 4

2.2.4雾况 4

2.3设计船型 4

2.4地质条件 5

2.4.1基本条件 5

2.4.2地层分布