摘要
由于地质条件复杂,罗源湾北岸2×5万吨级码头结构选型较为困难。为了解决此问题,对类似地质条件下的码头结构展开了调研和对比分析,进行码头结构方案优选。从技术可行性和经济合理性角度,对优选的透空式前板桩高桩码头结构进行分析。同时收集了码头实测数据,并与计算结果进行对比,从而验证了透空式前板桩高桩码头结构的可靠性和经济合理性。
Due to the complex geological condition, it has a great difficulty to select the structure for the 2×50,000 DWT wharf in Luoyuan bay. To tackle this problem, research and comparative analysis of the wharf structure under similar geological conditions are carried out, and the structure scheme of the wharf is optimized. From the perspectives of technical feasibility and economic rationality, the optimal high piled wharf with the top opened frontal steel sheet pile structure is analyzed.At the same time, the measured data of the on-site survey and operation parameters of the completed wharf are collected and compared with the calculated results, thus verifying the reliability and economic rationality of the structure of the pile high piled wharf with top opened frontal steel sheet piles.
作者
郑天立
ZHENG Tian-li(CCRC International Co.,Ltd.,Beijing 100855,China)
出处
《水运工程》
北大核心
2021年第8期61-66,共6页
Port & Waterway Engineering
关键词
前板桩高桩码头
透空结构
结构选型
high piled wharf with frontal sheet piles
open structure
structure selection
