摘要本次设计的港址位于滁州市来安汊河镇。本次设计主要包括港口的总平面布置和 高桩码头结构的内力计算，以及进行相应的稳定性验算。

本次设计高桩码头总长 261 米，宽 25 米。该码头由 1 个 1000 吨级件杂货泊位、1 个 1000 吨级散货泊位和 1 个 1000 吨级集装箱泊位组成，仓库与堆场面积及分布根 据货物量所决定。码头面板采用预制板，搭接在纵横梁上；纵梁使用期按刚性支撑连 续梁计算；横梁使用期断面为钢筋混凝土梁；由于水位差较大，需采用多级系泊，故 横向排架按支柱固接计算；基桩采用预制预应力混凝土方桩。本次设计仅对件杂货泊 位的面板、纵梁、横梁及靠船构件进行内力、配筋计算和抗裂验算，结构内力计算中 对实际作用中可能同时作用在建筑物上的多种荷载，按照最不利的情况进行组合；对 桩基承载力进行计算及相应的验算。最后，还对边坡进行简单的整体稳定性验算。经 验算，本次结构设计满足设计的基本要求；边坡也满足稳定性要求。78248

毕业论文关键词：高桩码头、内力计算、配筋计算、验算

Abstract The design of the port address is located in Lai'an Branch Town of Chuzhou City。 The design includes internal force calculation of the general port layout and high-pile wharf structure, as well as the pertinent stability checking。

The design of high-pile wharf total length of 261 meters and 25 meters wideand。 The wharf consists of a 1000-ton general cargo berth, a 1000-ton bulk cargo berths and a 1,000-ton container berths,the area and distribution of warehouse and yard is determined according to the quantity of goods。 Dock panel uses the precast slab, lap on the longitudinal beam and beams; Longitudinal beam system are calculated by rigid support continuous beam; Beam cross section of reinforced concrete beams; due to the large water level difference, multi stage mooring is needed, so the transverse bent frame is fixed and connected with the pillar; Pile is precast prestressed concrete pile。 This design only on the

panel, longitudinal beam, beams and berthing member force, reinforcement calculation and crack checking of general cargo berth, structural internal force calculation of actual effect in may at the same time role in a variety of load on the building, according to the most unfavorable situation;the pile foundation bearing capacity calculation and the pertinent checking。 Finally, also make a simple stability checking for the slope。 This design suffices the basic requirement of design after checking and the slope also suffices stability requirement。

Key words：High-pile wharf, Internal force calculation, Reinforcement calculation, Checking

目 录

第一章 绪论 II

1。1 研究意义 1

1。2 地理位置分析 1

1。3 现状调查 1

1。3。1 高桩码头的发展概况及型式特点 1

1。3。2 高桩码头的研究现状及发展方向 2

1。4 主要工作 3

第二章 设计资料 4

2。1 地理位置 4

2。2 吞吐量 4

2。3 水文条件 4

2。4 风况条件 4

2。5 地质条件 5

第三章 平面布置 6

3。1 总平面布置原则 6

3。2 设计船型