1、 *3.53.5 万万吨级吨级方块方块码头设计码头设计 院(系)别 土木工程系土木工程系 专 业 港口航道与海岸工程港口航道与海岸工程 届 别 20112011 届毕业生届毕业生 学 号 姓 名 指导教师 二一一年六月 摘摘 要要 本设计是根据设计任务书的要求和水工建筑物规范的规定，对*的码头建设进 行方案比选和设计并对*码头的总体平面布置进行规划设计。为使码头能够简单安全实 用，又节省资源，本论文最终选择了方块码头。码头的总体规划布置也选择了顺岸式布 置。 由于*港为河港， 故可忽视波浪的作用， 主要考虑各个水位上码头所受的荷载作用。 分别考虑了主动土压力的作用、被动土压力的作用、码头自重作
2、用、码头上的均布荷载 作用、系缆力（永久荷载） ；还有就是码头的偶然荷载作用有地震时的主动土压力，码 头均布荷载，地震惯性力的用作。经过计算来确定码头的稳定性。并在最后验算地基沉 降。在论文的最后是对方块码头的卸荷板进行配筋计算。 本设计的全部图纸采用 AutoCAD 绘制。 关键词：方块码头方块码头 土土压力压力 荷载荷载 AbstractAbstract The design is based on the design requirements of the mission statement and the “norms of hydraulic structures,“ the pr
3、ovisions of the terminal building of the Jingjiang for scheme selection and design and the overall layout of Jingjiang terminal planning and design. To enable terminals to simple, safe and practical, and save resources, this paper chose the box terminal. Terminal layout of the overall plan is also c
4、hosen Along the Coast of layout. Hong Kong to ports in the Jingjiang, it can ignore the role of waves, the main consideration of the level of the pier suffered loads. Were considered active earth pressure, passive earth pressure, the role of terminal self-respect, the terminal on the uniform load, t
5、he mooring force (permanent load); there is the occasional load terminals are active earth pressure during an earthquake , the terminal uniformly distributed load, seismic inertial force used. Has been calculated to determine the stability of piers. And checking in the final settlement. In the final box is the unloading terminal plate Reinforcement. All of the design drawings using AutoCAD drawing. Key words: earth pressure loading terminal box 目目 录录 前言 1 1 设计条件 3 2 作用的分类以及计算 7 2.1 结构自重力 7 2.1.1 设计低水位情况 7 2.1.2 设计高水位情况8 2.1.3 极端高水位情况
