镇江港码头结构设计与施工组织设计.doc

镇江港五万吨级码头结构设计
与施工组织设计
50,000-ton wharf of Zhenjiang Port
Design and Construction Design
摘要
该论文为镇江港高桩板梁式码头设计,地处京杭大运河与长江十字交汇处,是我国长江主枢纽港之一。该地所处的地质条件基本为淤泥,适合使用高桩码头这种结构型式,高桩码头结构自重轻,为透空结构,可以减弱波浪对码头的影响。
本设计主要分镇江港5万吨级板梁式高桩码头,主要分为四大部分:
第一、根据当地实际情况对码头进行了结构选型,总平面做了布置,包括码头前沿水深、码头面高程、泊位长度等,此外,根据相关规范,对码头的各构件尺寸进行了估算。
第二、对所承受的荷载以及各构件进行了计算,这部分是本设计的核心内容,包括对面板、纵梁、横向排架、桩基和靠船构件的详细计算,其中横向排架和桩基采用上海易工软件进行了计算。
第三、进行了简单的施工组织设计,包括工程简介、场地安排和施工进度计划三部分。
第四、对码头各断面,包括各构件进行了CAD绘图。
关键词:高桩;板粱式;结构;内力计算
Abstract
The paper pile board in Zhenjiang port high beam terminal design, located in the Beijing-Hangzhou Grand Canal and the Yangtze River Cross Interchange, is the main hub of China's Yangtze River. The manner in which the basic geological conditions for the sludge, suitable for high-piled wharf of this structure type, high-pile wharf structure, light weight, for the permeable structure, can weaken the impact of waves on the pier.
The design of the main points of Zhenjiang port 50,000 t-class plate beam wharf, divided into four parts:
First, according to local actual situation on the terminals of the structure of selection, the total plane made a layout, including the front dock water depth, the terminal surface elevation, berth length, in addition, according to the relevant norms, on terminals were estimated size of ponent.
Second, the loads and ponents were calculated, this part is the core of this design, including the panel, longitudinal, transverse bent, pile foundation and the detailed calculations by ponents, including Transverse and easy to work with Shanghai pile calculation software.
Third, for the simple construction design, including project profiles, venue arrangements and the construction schedule of three parts.
Fourth, the section of the pier, including ponents were CAD drawing.
Keywords: high piled wharf; beams plate; structure ; internal force calculation
第一章绪论 1
我国港口的基本情况 1
港口的作用 1
港口的规模和经济都有了跨越式发展 1
港口的管理体制 2
江苏省的港口情况 2
镇江港