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作 者:李彬[1] 柴治国 钟良生[1] 杨苑霖 LI Bin;CHAI Zhi-guo;ZHONG Liang-sheng;YANG Yuan-lin(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》2022年第10期154-158,共5页Port & Waterway Engineering
摘 要:自动化集装箱码头水电管线众多,而港区传统管线埋地敷设的方式存在着占用港区用地、维护不便、抗不均匀沉降差等特点,无法适应自动化集装箱码头自动化、无人化、集约化的管线敷设要求。通过分析港区综合管沟与城市综合管廊的区别,结合广州港南沙四期码头工程、钦州港自动化集装箱码头工程等综合管沟的应用情况,提出港口工程常用综合管沟的断面形式。结果表明,适用于港口工程综合管沟的主要断面形式为方便开启的单舱结构形式,该形式对一般港区、工业园区、城中村改造等管线较多、用地受限的区域也有较强的适应性。Automated container terminals possess many water and electricity pipelines,and traditional pipeline laying method of port cannot satisfy automatic,unmanned and intensive demands of the pipeline laying in automated container terminals due to occupying large port areas,inconvenient maintenance,poor resistance to uneven settlement,etc.By analyzing the differences between utility tunnel in the port area and utility tunnel in the city area,we put forward the utility tunnel design sections in automated container terminals combining the application of the utility tunnel in the Nansha phase IV project of Guangzhou Port and automated container terminal project of Qinzhou Port.The results show that the single cabin structure form is convenient to open,which is the most applicable section form to the utility tunnel in the port engineering.This form also has strong adaptability to the areas with many pipelines and limited land use,such as general port areas,industrial zones,urban village reconstruction,etc.
分 类 号:U656.135[交通运输工程—港口、海岸及近海工程]
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