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

摘要舟山港是中国东部沿海和长江流域走向世界的主要海上门户，其地理位置优越，航运业十分发达。港池受群岛环抱，构成了良好的自然深水港。海域水深浪小，少淤不冻，综合建港条件十分优越。现拟建的舟山港老塘山港区油码头将成为我国从中东、俄罗斯、非洲等地进口石油的重要接卸地。由于该地地质条件较差，故考虑板梁式结构的高桩码头。本次设计的主要内容包括：收集舟山港当地的水文气象条件、当地的地形地质资料以及码头的运营资料等，然后根据资料进行整理分析，从而确定码头的结构型式为板梁式高桩码头，进而进行码头的平面布置及其结构尺寸的确定，再进行相关荷载与内力的计算和设计：荷载计算、面板设计、纵梁设计、横梁设计、桩基计算和靠船构件计算。在设计过程中，参照国家现行的相关最新规范进行计算与设计。在计算时,运用易工软件，以及结构力学求解器等辅助工具进行计算或验算。62290
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

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 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:http://www.youerw.com/gongcheng/lunwen_68463.html