新型钢结构泊位的设计与实施  

Design and implementation of new steel structure berth

作　　者：魏建宇 周维 邬俊文[1] 王玉平[1] WEI Jianyu;ZHOU Wei;WU Junwen;WANG Yuping(CCCC-FHDI Engineering Co.,Ltd.,Guangzhou 510290,China)

机构地区：[1]中交第四航务工程勘察设计院有限公司,广东广州510290

出　　处：《水运工程》2024年第8期187-191,共5页Port & Waterway Engineering

摘　　要：以中国香港地区某项目为工程背景,基于施工现场特点,设计一种新型悬臂式钢结构靠船设施,更好地适应项目临时性建设的需要,实现材料循环利用和成本节约。对比分析新型悬臂钢结构泊位与传统码头泊位的区别与优势;结合当地水文条件,利用有限元模型对其进行内力计算及稳定性分析。结果表明,新型钢结构泊位的抗剪、抗弯、抗拉、抗压、屈曲稳定以及变形等均可满足安全要求,且具有安装工期短、投资小、可环保回收的优势。研究结果可为同类工程项目的设计与实施提供借鉴。Selecting a project in Hong Kong,China as the engineering background,based on the characteristics of the construction site,a new cantilever steel structure berthing facility is designed to better adapt to the temporary construction needs of this project,and realize material recycling and cost saving.The difference and advantage between the new steel structure berths and the traditional wharf berths are compared and analyzed.Based on the local hydrological conditions,the internal force calculation and stability analysis are carried out using the finite element model.The results show that the shear resistance,bending resistance,tensile strength,compression resistance,buckling stability,and deformation of this new type of steel structural berth can all meet safety requirements,and it has the advantages of short installation period,low investment,and environmentally friendly recycling of the new berth.The research results can provide reference for the design and implementation of similar engineering projects.

关 键 词：新型悬臂钢结构泊位 有限元模型 吊装施工 

分 类 号：U656.1[交通运输工程—港口、海岸及近海工程]