高桩码头毕业设计说明书

学号：上海海事大学本科生毕业设计（论文）张家港某5万吨级散货码头结构设计说明书学院：海洋科学与工程学院专业：港口航道与海岸工程班级：姓名：指导教师：完成日期：2015年06月日承诺书本人郑重承诺：所呈交的毕业论文“张家港某5万吨级散货码头结构设计”是在导师的指导下，严格按照学校和学院的有关规定由本人独立完成。文中所引用的观点和参考资料均已标注并加以注释。论文研究过程中不存在抄袭他人研究成果和伪造相关数据等行为。如若出现任何侵犯他人知识产权等问题，本人愿意承担相关法律责任。承诺人（签名）：日期：年月日摘要本设计是对张家港储运部现有码头进行扩建，泊位年通过能力需满足油品70万吨、袋装粮食55万吨，码头结构按照停靠5万吨级油船设计。通过对该地区自然条件的考量，确定使用梁板式高桩码头结构，其中，面板采用叠合板的形式；纵梁分为轨道梁和一般梁进行设计和配筋计算；横梁采用倒T形结构，下部预制，上部现浇，预制横梁上搁置纵梁；纵梁搁置在桩帽上。本设计主要采用易工软件对码头内力进行计算，通过软件的计算结果对横梁和轨道梁进行配筋和抗裂验算。桩基采用预应力混凝土空心方桩，采用易工软件对桩的承载力进行验算。关键词：散货码头；高桩码头；结构设计AbstractThisdesignistheexpansionofexistingterminals.Zhangjiagangstorageandtransportationdepartmentneedtomeettheannualcapacityof700000tonsofoiland550000tonsofbagsoffoodstorage.Itisinaccordancewiththewharfstructuretoaccommodate50000-tonoiltankerdesign.Aftertheinvestigationofthenaturalconditionsoftheregion,thisdesignusesthepierstructureofthebeamplateandhighpile..Theformoflaminatedplatesusedinlaminatedplates.Thecalculationintolongitudinalrailbeamandbeamdesignandreinforcement.ThebeamadoptstheinvertedTstructure..Thepartsofthebeamaremadeinadvanceandcastintheupperpartoftheabove.Precastbeamonabeam.Onpilecapbeam.Thisdesignmainlyusestheeasysoftwarecalculationwharfinternalforce.Throughthecalculationresultsofthesoftware,thebeamsandrailbeamsarereinforcedandthecrackresistanceischecked..Prestressedconcretehollowsquarepilesforpilefoundation.Thebearingcapacityofthepileischeckedbythesoftwareofthedesign.Keywords:bulkterminal;highpiledwharf;structuredesign目录一、设计资料....................................................................................................................................11.1工程概述................................................................................................................................11.2自然条件................................................................................................................................11.3水文资料................................................................................................................................21.4地质地貌资料........................................................................................................................21.5船型资料................................................................................................................................41.6荷载分析................................................................................................................................4二、港口总平面布置........................................................................................................................62.1港口总平面概述....................................................................................................................62.2码头水域设施........................................................................................................................62.3码头陆域设施........................................................................................................................82.4装卸工艺设计........................................................................................................................9三、码头总体设计...........................................................................................................................113.1结构选型..............................................................................................................................113.2初步设计..............................................................................................................................11四、码头结构设计............................................................................................................................124.1面板设计..............................................................................................................................124.2轨道梁设计..........................................................................................................................124.3一般纵梁设计......................................................................................................................194.4横向排架设计......................................................................................................................244.5桩基设计..............................................................................................................................33结束语...............................................................................................................................................35参考文献...........................................................................................................................................36上海海事大学本科生毕业设计（论文）1一、设计资料1.1工程概述本设计位于江苏省张家港，江苏省江海粮油贸易公司张家港储运部位于江苏省张家港市金港镇，目前拥有万吨级泊位3个，设计年吞吐能力合计180万吨；千吨级泊位2个（五节港），年设计吞吐能力合计30万吨；中转库15万吨；规范化露天堆场5万平方米；总储量为7万吨油罐多座；储备库8万吨以及相配套的生产生活设施。储运部主要承担长江干线地区粮食、大豆及油脂的中转任务以及国家粮油专项储备职能，是我国出口大米第一大港、长江流域最大的粮油集散地。储运部近几年粮食、油脂的水上年中转量均达到250万吨左右，储运部现有码头的吞吐能力已远远满足不了生产和发展的需要，因此江苏省江海粮油贸易公司决定自筹资金，对张家港储运部现有码头进行扩建。1.2自然条件1.2.1地理位置江苏省江海粮油贸易公司张家港储运部位于张家港市金港镇，长江福姜沙水道右汊南岸，地处苏锡常三市的水上门户。该处水路通过长江上达重庆、武汉，下至上海并出海；陆路距上海173Km，距南京220Km