舟山港老塘山港区15万吨级油码头设计及施工组织设计+CAD图纸
毕业论文关键词：舟山港；油码头；高桩码头；板梁式
Abstract Zhoushan Port is the east coast of Chinaand the Yangtze River's main maritimegateway to the world, its strategic location, route clouds, the shipping industry is welldeveloped.The basin surrounded by islands, constitute agood natural deep-water port.Water depth waves, less silt ice-free, integrated port construction in very goodcondition. Zhoushan Port Laotangshan Port Oil Terminal will become from MiddleEast, Russia, Africa and other places major imported oilunloading places.Since the local poor geological conditions, it is considered high - pile plate girderstructure.The main contents of design include: collecting Zhoushan Port localhydrometeorological conditions, the topography of geological data and the marinaoperator information, etc., and then finishing the analysis based on the information todetermine the structural type dock for plate girder wharf, and then carried out Pierplane arrangement and size of the structure is determined, then the associated load andinternal forces calculation and design: load calculations, panel design, design stringers,beams design, and computational berthing Piles member.In the design process, withreference to existing national specifications related to the latest calculation and design.In the calculation, easy to use software engineering, and structural mechanics solverand other aids or checking calculations.
Keywords:Zhoushan Port; oil terminal; high-pile wharf; plate girder
目 录
第一章 绪论1
1.1 高桩码头的主要结构型式及优缺点.1
1.2 我国油码头的布局现状.1
1.3 工程概况....1
第二章 设计资料..2
2.1 工程概况2
2.2 工程概况2
2.3 水文气象条件.2
2.4 地形地质资料.3
2.5 航道条件....3
2.6 材料供应....3
2.7 地震条件....3
第三章 码头的主要尺寸及平面布置4
3.1 总体布局4
3.2 码头的结构选型.10
3.3 码头的装卸工艺.10
第四章 码头荷载计算12
4.1 恒载.12
4.2 使用荷载...12
4.3 船舶荷载...12
第五章 面板...19
5.1 计算原则...19
5.2 计算跨度...19
5.3 作用.22
5.4 作用效应分析22
5.5 作用效应组合....25
5.6 面板的配筋计算27
第六章 纵梁的计算....33
6.1 纵梁尺寸...33
6.2 计算原则...33
6.3 纵梁的计算跨度.33
6.4 作用的分类....34
6.5 作用效应分析....35
6.5 作用效应组合....41
6.7 配筋计算..44
6.8 裂缝宽度验算....47
第七章 横向排架计算49
7.1 横梁截面..49
7.2 内力计算及效应组合..49