发布时间 : 星期一 文章浮码头设计说明书，趸船，钢引桥，桥台设计更新完毕开始阅读d6467152ad02de80d4d8400a
湘江2000吨级航道株洲水上服务区1#泊位浮码头结构设计
湘江2000吨级航道株洲水上服务区
1#泊位浮码头结构设计
摘要
为了配合湘江2000吨级航道工程建设，拟在株洲枢纽上游建设一个水上服务区，保证湘江上船舶的补给需要的衔接。服务区采用浮码头结构型式，由活动钢引桥连接钢质趸船和岸堤，本设计趸船采用3组定位墩固定，钢引桥的主尺寸为45 m×4 m，该钢引桥采用实腹式结构。
主要设计内容包括：外文翻译、总平面布置、装卸工艺流程设计、码头结构方案比选、浮码头方案结构内力计算、钻孔灌注桩配筋、码头边坡稳定性计算和绘图等。通过设计，进一步培养综合应用本专业基础理论知识和基本技能独立分析问题、解决问题的能力，使我们受到工程技术和科学技术的基本训练以及工程技术人员所需的综合训练。
关键字：浮码头；总平面布置；钢质趸船；活动钢引桥
湘江2000吨级航道株洲水上服务区1#泊位浮码头结构设计
XIANGJIANG RIVER 2000 TONNAGE WATERWAY ZHUZHOU WATER SERVICE 1# BERTHS FLOATING
WHARVES STRUCTURE DESIGN
ABSTRACT
In order to match the xiangjiang river channel engineering construction of 2000 tons,a water service will be build in Zhuzhou navigation-power junction upstream , guarantee the construction of xiangjiang river on the ship supply need coherence. Service area adopts floating wharves, by activity type steel structure of the approach DunChuan and connect steel, this design DunChuan river embankment by three groups positioning pier fixed, Lord of the size of the steel approach 45 m x 4 m, this steel approach adopts solid-web structure.
Main design contents include: foreign language translation, general layout, loading and unloading process design, wharf structure scheme is selected, floating wharves scheme structural internal force calculation, the cast-in-place pile reinforcement, wharf slope stability calculation and drawing. Through the design, which further develop the comprehensive application this professional basic theoretical knowledge and basic skills of independent analysis problem, problem-solving ability.We have basic training of engineering technology and science technology,also the comprehensive training of engineering need for technical personnel.
keyword: floating dock; General layout; Steel DunChuan; Activities steel approach
湘江2000吨级航道株洲水上服务区1#泊位浮码头结构设计
目 录
第一章 概述 .......................................................................................... 1 1.1 建设原则 ............................................................................................................. 1 1.2 建设的要求 ......................................................................................................... 2 第二章 设计资料 ............................................................................................................ 3
2.1 港口地理条件 ..................................................................................................... 3 2.2 水文条件 ............................................................................................................. 3 2.3 气象条件 ............................................................................................................. 3 2.4 设计船型资料 ..................................................................................................... 4 2.5 株洲航电枢纽资料 ............................................................................................. 4 2.6 地形地貌及工程地质条件 ................................................................................. 4 第三章 总平面布置 ........................................................................................................ 7
3.1 总平面设计原则 ................................................................................................. 7 3.2 港址选择 ............................................................................................................. 7 3.3 平面尺寸设计 ..................................................................................................... 8 3.4 码头竖向尺寸设计 ............................................................................................. 8 3.5 航道、锚地及导助航设施 ................................................................................. 9
3.5.1 航道 .......................................................................................................... 9 3.5.2 锚地 ........................................................................................................ 10 3.5.3 导助航设施 ............................................................................................ 10 3.6 服务区水工建筑物及陆域布置 ....................................................................... 11
3.6.1 丁靠区布置 ............................................................................................ 11 3.6.2 趸船及引桥布置 .................................................................................... 11 3.6.3 港口道路布置 ........................................................................................ 13
湘江2000吨级航道株洲水上服务区1#泊位浮码头结构设计
3.6.4 服务区基本建筑布置 ............................................................................ 13
第四章 装卸工艺 ............................................................................................................ 15
4.1 主要设计参数 ................................................................................................... 15
4.1.1 建设规模 ................................................................................................ 15 4.1.2 设计船型 ................................................................................................ 15 4.1.3 主要工艺内容 ........................................................................................ 15 4.2 工艺方案 ........................................................................................................... 15
4.2.1 设计原则 ................................................................................................ 15 4.2.2 人员进出港口工艺流程和作业方式 .................................................... 15 4.2.3 船舶加油工艺流程和作业方式 ............................................................ 15
第五章 结构方案比选 .................................................................................................. 17
5.1 码头结构选型论证 ........................................................................................... 17
5.1.1 结构选型基本原则 ................................................................................ 17 5.1.2 结构选型三要素 .................................................................................... 17 5.1.3设计条件 ................................................................................................. 19 5.2 水工结构方案 ................................................................................................... 19
5.2.1 方案一 .................................................................................................... 19 5.2.2方案二 ..................................................................................................... 19 5.3 水工结构方案初步比选 ................................................................................... 19
5.3.1 方案一优缺点 ........................................................................................ 19 5.2.2 方案二优缺点 ........................................................................................ 20 5.3.3 方案选择 ................................................................................................ 20
第六章 结构计算 ........................................................................................................ 21
6.1 设计荷载 ........................................................................................................... 21
6.1.1 船舶荷载 ................................................................................................ 21 6.1.2 风荷载 .................................................................................................... 28 6.1.3 水流力 .................................................................................................... 29 6.1.4 人群荷载 ................................................................................................ 29