摘要
以曹妃甸某码头为工程背景,根据本工程的设计条件,提出3种可以兼具取水口作用的码头结构方案——抛石基床上的重力式沉箱取水结构+桩基取水箱涵方案;自密实混凝土基床上的重力式沉箱取水结构+桩基取水箱涵方案;碎石基床上的重力式沉箱取水结构+地连墙取水廊道方案,并通过3种结构方案比选,提出推荐方案。
Based on the design conditions of a berth project at Caofeidian harbor, three options are proposed for the berth structure with the functions of water-intake, including gravity caisson water-intake built on riprap foundation plus water-intake box culvert on pile foundation, gravity caisson water-intake on self-compaction concrete foundation plus water-intake box culvert on pile foundation, gravity caisson water-intake on crushed stone foundation plus water-intake corridor on concrete diaphragm wall. Then the recommended one is selected through the comparison of three options.
出处
《港工技术》
2017年第3期41-44,共4页
Port Engineering Technology
关键词
取水口
码头结构
重力式沉箱
取水箱涵
地连墙
water-intake
berth structure
gravity caisson
water-intake box culvert
concrete diaphragm wall