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摘 要昆山港位于长江出海口感潮河段，在地理位置上优越，近年来国家对沿海沿江港口水运工程建设加大力度，水运项目越来越繁杂，原有码头规模小，破旧，机械不配套，装卸通过能力低，远不满足生产发展需要。现迫切需要在昆山港区建造一个 5万吨级件杂货码头，以满足其现有货运需求量。设计内容包括码头工程设计中的资料分析及调查研究、码头总体设计、码头结构形式的选择和确定、码头的结构计算、码头的施工图设计以及码头的施工组织设计。最后的设计成果包括计算书（总体设计计算、主要作用标准值计算、结构内力计算、结构强度计算及裂缝开展宽度计算）、说明书（设计任务、依据标准，工程环境与条件和主要设计成果说明，还包括一些计算简图和内力包络图，还有计算数据和计算结果表等）和图纸。62294
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毕业论文关键词：昆山港；总平面布置；内力计算
Abstract Kunshan Port is located in the Yangtze River to the sea tide taste, has excellentlocation .in recent years, the state of water transport along the coast port constructionintensify efforts, more and more complex water transport project have been build, the originalpier is small, old, not supporting machinery, handling by low capacity, far to meet thedevelopment needs of the production. There is an urgent need to build a 50,000-ton bulkterminal in the Port of Kunshan, in order to meet its existing freight demand. The Designincludes data analysis and investigation of wharf engineering design, the overall design of thepier, wharf structure in the form of selection and determination wharf structure calculations,construction design dock and pier construction design. The final result includes calculations(the overall design calculations, the main role of the standard value calculation, structuralinternal force calculation, calculation of structural strength and crack width calculation),brochures (design tasks, according to the standard, engineering environment and conditionsand main design results described, it also includes some calculation diagram and internalforce envelope diagram, calculation data and calculation results table, etc.) and drawings.
Keywords: Port Kunshan; general layout; internal force calculation
目录
第一章设计背景
1.1工程概述-1
1.2设计原则-2
1.3设计依据-2
第二章设计资料
2.1地形条件-3
2.2气象条件-3
2.3水文条件-3
2.4地质条件-4
2.5施工条件-5
第三章平面布置
3.1总平面布置原则-6
3.2设计船型-6
3.3作业条件-6
3.4总体尺寸-7
3.4.1码头泊位长度7
3.4.2航道设计尺度7
3.4.3码头前沿高程8
3.4.4陆域设计高程9
3.5陆域布置-10
3.5.1码头前沿及堆场布置10
3.5.2装卸工艺布置11
第四章结构选型
4.1结构选型基本原则-12
4.2结构形式-12
4.3结构布置-12
4.4结构构造尺度15
第五章结构计算
5.1作用分析17
5.2面板设计22
5.2.1计算原则-22
5.2.2计算参数-22
5.2.3作用分析-23
5.2.4作用效应计算-24
5.2.5作用效应组合-27
5.2.6板的配筋-29
5.2.7板的验算-31
5.3纵梁设计34
5.3.1计算原则-35
5.3.2计算参数-36
5.3.3作用分析-37
5.3.4作用效应计算-37
5.3.5作用效应组合-41
5.3.6纵梁的配筋计算-45
5.4横向排架设计53
5.4.1计算原则-53
5.4.2计算跨度-53
5.4.3作用分析-53
5.4.4作用效应组合计算-61
5.4.5横梁配筋-62
第六章桩基计算