广西防城港码头毕业设计华北水利水电大学毕业设计目录摘要 ................................................................. ........................................................................ . (1)ABSTRACT ........................................................... ........................................................................2第1章概述 ................................................................. (3)1.1 工程概况 ................................................................. (3)1.2 设计依据 ................................................................. (3)1.3 设计范围 ................................................................. . (4)———————————————————————————————————————————————1.4 设计题目 ................................................................. . (4)第2章自然条件 ................................................................. .. (5)2.1 地形、地貌 ................................................................. (5)2.2 工程地质 ................................................................. . (5)2.2.1 地质特征概述 ................................................................. (5)2.2.2 港区地质分层及物理力学指标 ................................................................. .. (5)2.3 水文 ................................................................. (7)2.4 波浪 ................................................................. (8)———————————————————————————————————————————————2.5 地震 ................................................................. (8)第3章货运量和船型 ................................................................. (9)3.1 船型资料 ................................................................. . (9)3.2 吞吐量资料 ................................................................. (9)第4章总平面布置 ................................................................. .. (10)4.1 总平面布置原则 ................................................................. .. (10)4.2 泊位数确定 ................................................................. . (10)4.2.1 集装箱码头 ................................................................. ...................................... 10 ———————————————————————————————————————————————4.2.2 钢铁码头 ................................................................. (12)4.2.3 水泥化肥码头 ................................................................. . (13)4.2.4 粮食码头 ................................................................. (14)I华北水利水电大学毕业设计4.2.5 金属、非金属矿石码头 ................................................................. (14)4.2.6 其他件杂货 ................................................................. .. (14)4.3 码头平面布置 ................................................................. (15)4.3.1 水域布置 ................................................................. (15)4.3.2 陆域布置 ................................................................. .......................................... ———————————————————————————————————————————————17第5章装卸工艺.................................................................. .. (25)5.1 选型配备原则 ................................................................. (25)5.2 装卸工艺流程设计 ................................................................. . (25)5.3 集装箱泊位机械数量 ................................................................. (25)5.3.1 集装箱装卸桥数目 ................................................................. .. (25)5.3.2 集装箱牵引车数目 ................................................................. .. (26)5.3.3 集装箱半挂车数目 ................................................................. .. (26)5.3.4 轮胎式龙门吊数目 ................................................................. .. (26)第6章沉箱码头结构设计 ................................................................. . (28)6.1 设计依———————————————————————————————————————————————据 ................................................................. . (28)6.2 沉箱码头结构设计和计算 ................................................................. . (29)6.2.1 沉箱尺寸的确定 ................................................................. (29)6.2.2 作用分类及标准值计算 ................................................................. (29)第7章码头稳定性和基床承载力验算 ................................................................. .. (49)7.1 作用效应组合 ................................................................. (49)7.2 码头沿基床顶面的抗滑稳定性验算 ................................................................. (49)7.3 码头沿基床顶面的抗倾稳定性验算 ................................................................. (52)7.4 基床承载力验算 ................................................................. .. (55)7.4.1 基床顶面应力计算作用组合 ................................................................. . (55)7.4.2 持久组合情况一时基床顶面应力计———————————————————————————————————————————————算 (55)7.4.3 持久组合情况二时基床顶面应力计算 (57)7.4.4 短暂组合情况时基床顶面应力计算 ...............................................................58第8章码头结构施工图设计 ................................................................. (59)8.1 沉箱结构内力计算 ................................................................. ..................................... 59 II华北水利水电大学毕业设计8.2 配筋计算 ................................................................. .. (65)8.3 裂缝宽度验算 ................................................................. (68)参考文献 ................................................................. ......................................................................72致谢 ................................................................. ......................................................................73———————————————————————————————————————————————附录 ................................................................. ......................................................................75附录1 外文原文 ................................................................. .. (75)附录2 外文译文 ................................................................. .. (87)附录3 设计任务书 ................................................................. ........................................... 98 附录4 开题报告 ................................................................. ............................................. 101 附录5 图纸 ................................................................. .. (104)III华北水利水电大学毕业设计广西防城港码头二期工程——3万吨级集装箱码头设计摘要该地区地质条件较好，波浪较弱，采用沉箱码头比较经济。