丹东市大东港区2某通用散杂货泊位码头工程毕业设计.docx

目录摘要3前言5第一章.设计资料61.1地理位置61.2地质勘察资料61.3水文资料61. 4气象资料101.5荷载111.6施工条件111.7设计船型121.8附表及附图12第二章.船舶荷载计算132.1作用于船舶上的计算风压力132.2系缆力142.3挤靠力142.4撞击力15第三章.地震惯性力的计算16第四章.面板设计184.1设计条件184.2计算原则194. 3计算跨度194. 4作用204.5作用效应分析214.6板的配筋计算284.7抗裂验算29第五章.纵梁计算315.1设计原则315.2计算跨度315.3纵梁的内力计算315.4作用效应组合415.5纵梁的配筋及抗裂验算43第六章.横向排架计算476.1荷载计算结果476.2基本数据486.3各种单位力作用下的内力计算506.4实际荷载作用下的内力计算结果656.5荷载效应组合696.6横梁配筋及抗裂验算74第七章.桩的计算787.1设计条件787.2配筋计算787.3桩的正截面承载力验算797.4桩的吊运817.5打桩时混凝土抗拉强度计算837.6抗裂验算84第八章.靠船构件的设计868.1设计条件868.2内力计算868.3配筋计算868.4裂缝验算87第九章.整体稳定性验算88第十章.结论91外文翻译92摘要 本次毕业设计的题目是《丹东市大东港区2#通用散杂货泊位码头工程》。 设计内容主要包括水文资料的分析，码头断面设计，码头结构计算，各构件的配筋及整体的稳定性验算。 根据所给资料，计算设计高低水位，确定码头前沿高程，绘制码头断面图。根距所给船舶资料进行船舶荷载的计算，确定护舷的类型。面板的设计中主要包括面板的单双向确定，施工期按简支板计算，使用期用按连续板计算，板的吊运计算。纵梁按五跨连续梁计算，主要荷载来自门机，利用影响线的方法，将门机荷载的作用情况组合在一起，确定最不利的情况，进行配筋及验算。横梁的计算是本次设计的重点及难点，利用三弯矩方程对不同工况下的荷载作用情况做计算，用最不利情况下的荷载值进行配筋计算。桩的计算主要包括预应力配筋计算，考虑各种损失情况。整体稳定性的验算中运用了瑞典条分法，最终计算各项都符合结构的安全要求。最后是对结构设计进行优化，后通过设计说明书、设计计算书、平面图、结构图、施工图、配筋图完成本次的毕业设计。关键字：髙桩码头、结构计算、最不利组合AbstractThe topic of graduation design is Dandong Dadong port 2# general bulk cargo berth wharf engineering.Analysis of the design mainly content includes hydrological data, pier section design, structure calculation, the reinforcement and the overall stability checking. According to the data, calculation of design water level elevation, determine the quay wharf, drawing section map. Calculation of the distance to the ship to ship loading data to determine the type of the root, fender. Panel design mainly includes the single and double panel determined, the construction period is calculated by simply supported plate, by continuous slab is calculated using period, lifting calculation sheet. Longitudinal beam is calculated for five span continuous beam, the main loads from the door machine, using influence line method, the load effect combination together, identify the most adverse conditions, reinforcement and checking. Beam calculation is the key and difficult point of the design, using t