卸荷板对方块码头基床应力影响的研究  

Effect of Relieving Slab on Bedding Stress of Concrete Block Berth Structure

作　　者：王志瑜[1] 张峰 Wang Zhiyu;Zhang Feng(CCCC First Harbor Consultants Co.,Ltd.,Tianjin 300222,China;Weihai Shuangdaowan Development and Investment Co.,Ltd.,Weihai Shandong 264200,China)

机构地区：[1]中交第一航务工程勘察设计院有限公司,天津300222 [2]威海市双岛湾开发投资有限公司,山东威海264200

出　　处：《港工技术》2020年第3期16-18,82,共4页Port Engineering Technology

摘　　要：本文基于葫芦岛港绥中港区某通用泊位工程,对方块码头卸荷板悬臂部分不同高程和长度对基床应力的影响进行研究。为本工程选出结构安全可靠、造价节省的结构型式。同时也可为今后类似工程提供参考依据。Based on one universal berth supported on concrete blocks at Suizhong harbor of Huludao Port,the effect on the bedding stress by the elevation and length of jib of relieving slab is studied.The results show a safe and economic berth structure applicable for the above project,and serve as a reference for similar projects in future.

关 键 词：方块码头 卸荷板高程 卸荷板悬臂长度 

分 类 号：U656.111[交通运输工程—港口、海岸及近海工程]