泰州市千吨级散货码头设计+CAD图纸
毕业论文关键词：沉箱，荷载分析，内力计算，配筋计算
Abstract This project is the main body engineering design of taizhou thousand tonsembarcadero, wharf for gravity wharf, subject to the caisson structure, designhigh water level for low water level of 0.45 m, 2.55 m design flood water levelof 3.43 m. The scale of this terminal design for digging into the type of basintype, and 4 500 DWT berth harbor pool flanked by two berths, end not docked.The project design in strict accordance with the specification, to theoverall design of all aspects of the wharf, considering all kinds of differentsituations that may occur, found the problem in the design, and find out theways to solve these problems, the rigorous complete the design.This design for gravity caisson wharf, the design of port regulation, theinpidual data of the terminal layout, the overall and all details of thestress of the wharf, pier, calculating stability of reinforcement and thechecking calculation and so on all has made the detailed calculation, theterminal of the load, according to the requirements of the specification, hascarried on the detailed calculation and checking, finally, the terminaldrawing, all parts of the overall said.
Key words: the caisson, load analysis, internal force calculation,reinforcement calculation
目录
绪论 1
泰州市某千吨级码头介绍1
我国沉箱码头现状及问题1
主要研究内容：.2
第一章 设计资料. 3
1.1 自然条件.3
1.1.1 水位分析. 3
1.1.2 气象资料. 3
1.1.3 地震资料. 3
1.1.4 地形地质条件.3
1.1.5 波浪.3
1.1.6 风况.4
1.1.7 雾.4
1.1.8 灾害性天气 4
1.1.9 潮位.4
1.1.10 泥沙条件 4
1.2 码头前沿高程.4
1.3 码头结构安全等级5
1.4 码头面荷载.5
1.5 设计船型.5
1.6设计原则5
第二章 总平面设计.6
2.1 布置原则.6
2.2 总体尺度.6
2.2.1 码头泊位长度.6
2.3 码头各部分标高 7
2.3.1 码头（胸墙）顶标高. 7
2.3.2 沉箱顶标高 7
2.3.3 胸墙底标高 7
2.3.4 码头（沉箱）底标高. 7
2.3.5 抛石基床底标高7
2.3.6 抛石棱体顶标高8
2.3.7 二片石标高 8
2.3.8 倒滤层标高 8
2.4挖入式港池尺度. 8
2.5航道 8
第三章 沉箱尺寸10
3.1 沉箱基础条件 10
3.1.1 沉箱长度 10
3.1.2 沉箱高度 10
3.1.3 隔板厚度 10
3.1.4 外壁厚度 10
3.1.5 底板厚度 10
3.1.6 加强角 10
3.1.7 基床.10
第四章 作用分类及计算.13
4.1结构自重力13
4.1.1 极端高水位情况13
4.1.2 设计高水位情况15
4.1.3 设计低水位情况17
4.1.4 施工期情况19
4.2土压力标准值计算.19