摘要本次设计的码头地理位置是在安徽省北部蚌埠市的蚌埠港，码头货物类型为散 货，码头根据要求设计为散货码头。按照散货码头设计要求，码头总长度设计为长 140m，码头整体结构沿岸方向一共设计为两段，每段长度是 70m。码头前沿停泊水 域宽度设计宽 36m，码头前沿设计水底高程为-1。00m，可以安全停靠一万吨级的散 货船舶。仓库和堆场面积根据货物量决定，并根据交通运输及其他的综合情况对仓 库和堆场的分布进行设计和安排。码头设计为板梁式高桩码头，由于是散货码头， 故设计为宽桩台码头，前方桩台宽为 19。25m，后方桩台宽 13。50m，前后方桩台之间 设有 30mm 结构缝，结构缝处前后方桩台设计为悬臂相接。面板采用预制板，四边 分别搭在横梁和纵梁上。纵梁分为普通纵梁、边梁和轨道梁。横梁断面采用倒 T 型 断面，纵梁搭在横梁上，码头不设桩帽。在进行内力计算时，纵梁按刚性支撑连续 梁计算。横向排架间距为 6。7 米，横梁向排架采用钢筋混凝土现浇叠合梁。重点部分 是横向排架计算，由于横向排架的内力情况比较复杂，我们采用易工软件进行机算， 并输出结果。主要设计内容包括对码头整体结构的设计，横梁、纵梁、面板和靠船 构件进行内力、配筋计算和抗裂验算。这次散货码头的设计的桩采用的是钢管桩， 设计时对钢管桩的承载力进行验算。77864

毕业论文关键字：高桩码头；结构设计；纵梁；横梁；靠船构件；散货

Abstract The design of the Geography location is in the northern part of Bengbu City, Anhui Province, Bengbu port, the type of cargo terminal, the terminal according to the requirements of the design for bulk cargo。 According to the design requirements of bulk terminals, the total length of the wharf design for the long 140m, the overall structure of the pier along the coast of the design of a total of two, the length of each section is 70m。 Wharf front berth width design width 36m, wharf front design bottom elevation of -1m, you can safely dock ten thousand tons of bulk cargo ship。 Warehouse and yard area are determined according to the quantity of goods, and the distribution of the warehouse and yard is designed and arranged according to the transportation and other comprehensive conditions。 Wharf design of plate girder pile pler, because it is a bulk cargo terminal, therefore, the design of wide pile wharf, in front of piles, wide 19。25m, behind the pile station 24m wide, front and rear pile platform between a 30mm structure joint, structure joints and after pile design for cantilever is connected。 Panel with prefabricated panels, four were resting on the beams and stringers。 Stringer is pided into ordinary beam, side beam and rail beam。 Cross section with an inverted T type section, a longitudinal beam on the beam, pier with pile cap。 In the internal force calculation, beam calculated by rigid support continuous beam。 The transverse row spacing is 6。7 meters, and the beam to the bent frame is made of reinforced concrete composite beam。 The key part is the calculation of the transverse bent frame, because the internal force of the transverse bent frame is more complex, we use the software to calculate and output the result。 The main content of the design includes design of the overall structure of the terminal, a cross beam, a longitudinal beam, a panel and a berthing members were internal force and reinforcement calculation and crack checking。 The design of the bulk of the pile is used in the steel pipe pile, the design of the steel pipe pile bearing capacity of the check。

Keywords: piled wharf; Structure design; Stringer; Transverse bent; Ship component; bulk cargo

目录

第一章 绪论 1

1。1  工程概述