摘要扬州港1985年建成于长江和京杭大运河中北岸的交汇处，其直接经济腹地包括高邮（县级市1个）、宝应（县1个）、邗江区、广陵区、江都区（市辖区3个），间接腹地包括至沪、鲁、皖、赣、苏、鄂、川等省市，直到世界十多个国家和地区，并在1992年成为国家一类对外开放港口。扬州港的分港区包括江都港、仪征港、六圩港区等三个，本工程位于江都港区，主要做钢材、设备、车辆等件杂货业务，属于件杂货码头，综合考虑该处地质等条件之后，本工程的结构形式考虑采用板梁式高桩码头。本设计包括有码头的总体平面设计和结构选型，主要结构构件（面板，纵梁，横梁，桩基和靠船构件等）的设计，以及施工组织设计。首先，根据气象、水文、地质等条件进行码头的总平面布置及结构选型，再进行各项荷载的汇总和甄选，之后自上而下进行面板、纵梁、横梁（横向排架）、桩基以及靠船构件的设计计算。此外，在设计的最后还附上梁码头的总平面图，三视图，以及面板、横梁、纵梁的配筋图（由于桩基部分采用了Q235钢管桩故无需配筋）。在整个设计的过程中，充分查阅了有关各项规范的最新版本。在面板和联系梁的计算时，由于荷载形式不算复杂，在充分考虑了各种荷载组合之后，利用到梁结构力学求解器辅助计算；在设计轨道梁、横梁及桩基部分时由于荷载形式较为复杂，故采用了易工软件辅助计算，配筋计算及验算采用人工计算。本设计主要是总体结构设计，因此施工组织设计不作主要内容，只是简单阐明了施工步骤以及部分要点。80362

毕业论文关键词：梁板式高桩码头，平面布置，施工组织设计

Abstract Yangzhou Hong 1985 built at the confluence of Yangtze River and Beijing Hangzhou Grand Canal in the north shore of。 The direct economic hinterland including Gaoyou (county-level city 1), Baoying (county), Hanjiang District, Guangling District, Jiangdu district (city area 3), indirect hinterland, including to Shanghai, Shandong, Anhui, Jiangxi, Jiangsu, Hubei, Sichuan and other provinces and cities, until the world more than 10 countries and regions and in 1992 to become national class open port。 Jiangdu port, port of Yizheng, Liu Wei port and other three, this project is located in Jiangdu port, mainly do steel, equipment, vehicles and other cargo business, belonging to the general cargo wharf, after considering the geological condition, the structure of the project considering the plate girder pile pler is included in Yangzhou port port。 The design includes terminal overall plane design and structure selection, the main structural component (panel, stringer, beam, pile foundation and berthing member etc。) design and construction organization design。 First of all, according to the meteorological, hydrological and geological conditions of dock of general layout and structural form selection, then the load aggregation and selection, from top to bottom panel, rails, beams (transverse), pile foundation and by ship components design calculation。 In addition, the design finally is also attached to the general layout of the pier beam, three views, and panel, a cross beam, a longitudinal beam reinforcement plan (as part of pile foundation of the Q235 steel pipe pile so no need reinforcement)。 Throughout the design process, the full access to the latest version of the specification。 In the panel and the connecting beam calculation, due to the load form is not complicated, after full consideration of various load combination, to the calculation of beam structural mechanics solver assisted by; in the orbit design of beam, beam and pile foundation part, due to the complexity of load form。 So the easy software aided calculation and reinforcement calculation and checking by manual calculation。 This design mainly is the overall structure design, therefore the construction organization design not to make the main content, simply has explained the construction procedure as well as some key points。