地连墙板桩结构在盐城港滨海港区的应用  

Sheet Pile Structure in Form of Concrete Diaphragm Wall Applying to Yancheng Port Binhai Harbor

作　　者：张玉萍[1] 张静[1] 

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

出　　处：《港工技术》2017年第3期34-36,共3页Port Engineering Technology

摘　　要：江苏省盐城港滨海港区作为新港区,港区内在建、待建码头有重力式沉箱结构、高桩梁板结构,此次港区新建一个10万t级通用码头,经设计分析比选,码头设计采用了分离卸荷式地连墙板桩结构,此处码头区域内使用地连墙板桩结构型式具有良好的适应性,相对于重力式沉箱结构、高桩梁板结构,采用板桩结构型式具有一定的优越性。As a new harbor in Jiangsu province, Yancheng port Binhai harbor includes the gravity caisson berth structure and beam slab berth structure supported on piles, which are in construction or will be built. Now a 100,000 DWT general-cargo terminal will be built here. By selection, analysis and comparison of design options, the separately relieving sheet pile structure in the form of concrete diaphragm wall is adopted in the design, which has good applicability and a certain superiority in contrast with gravity caisson structure and beam slab structure supported on piles.

关 键 词：分离卸荷式板桩结构 适应性 优越性 

分 类 号：U656.112[交通运输工程—港口、海岸及近海工程]