文档介绍：学号 2009114102 密级公开哈尔滨工程大学本科生毕业论文兴凯湖某管理码头建设工程方案设计院(系)名称: 船舶工程学院专业名称: 港口航道与海岸工程学生姓名: 徐青云指导教师: 邱东良工程师哈尔滨工程大学 2013 年 6月兴凯湖某管理码头建设工程方案设计徐青云哈尔滨工程大学学号 2009114102 密级公开兴凯湖某管理码头建设工程方案设计 Construction P roject D esign f orM anagement W harf of Xinkai L ake 学生姓名:徐青云所在学院:船舶工程学院所在专业:港口航道与海岸工程指导教师:邱东良职称:工程师所在单位:哈尔滨工程大学论文提交日期: 2013 年6月论文答辩日期: 2013 年 6月学位授予单位:哈尔滨工程大学兴凯湖某管理码头建设工程方案设计摘要根据设计任务书的要求,本设计是对黑龙江省兴凯湖国家级自然保护区中某管理码头进行工程方案设计。主要内容包括重力式方块码头、钢板桩码头的结构设计、码头平面布置、工程概算,通过对两种结构方案的技术、经济的比选,确定推荐方案。在方块码头结构的设计中主要是考虑了在设计高、低水位下的结构的自重力作用、主动土压力和被动土压力的作用、码头面上的人群均布荷载的作用及船舶的系缆力作用, 由于兴凯湖属于内河港,不考虑波浪对码头的影响。主要进行持久组合情况下的结构设计,经过计算来验算抗滑、抗倾稳定性;在进行钢板桩结构设计时,由于码头高度较小,不采用拉杆,为无锚板桩结构。计算高、低水位下的板桩入土深度及板桩受到的最大弯矩,确定最佳入土深度及钢板桩类型。论文的最后进行了工程量与工程概预算的计算。论文中的图纸均为 AutoCAD 绘制。关键词:方块码头;钢板桩码头;稳定性哈尔滨工程大学本科生毕业论文 ABSTRACT According to the requirement of the design specification , this design isa management port's engineering design for xinkai lake which isa state reserve located in Heilongjiang province. The main contents include structural design of gravity hollow squares, steel sheet pile, terminal layout and budgetary estimates, paring the two structure designs on technical and economic aspects to determine the mended design. The xinkai lake belongs to the inland port, therefore it's no need to consider the effect of wave to wharf. In the design of gravity type structure, mainly consider the gravity of structure, the role of the active earth pressure and passive earth pressure in the design of high and low water level , the role of terminal groups on the surface of the uniformly distributed load and the ship's mooring force. It is mainly for the process of designing structure under the bination to check the anti-sliding stability of the base along the wall; During design the steel sheet pile structure consider the situation that the height of wharf is small, there isno need to use tie rod, so the structure form isno anchor sheet pile structure. Calculate the soil depth and sheet-pile' maximum bending moment under the high and