摘要
在桥梁建设过程中,若其地理位置处于浅滩区,则需要使用到的施工工艺更为复杂,针对这一现象,文章结合实际案例对浅滩区桥梁基础施工工艺进行了研究,对比了预定钢围堰法施工工艺与钢板桩围堰法施工工艺在浅滩区桥梁基础施工中应用的可行性,分析得出钢板桩围堰法施工工艺在浅滩区桥梁基础施工中具有更显著的优势。
In the process of bridge construction, if its geographical location is in the shallow beach area ,the construction technology needed will be more complicated.In view of this phenomenon, combined with actual practices,this article discussed the construction technology of bridge foundation in shoal area, compared the application feasibility of scheduled steel cofferdam construction technology and the steel-sheet pile cofferdam construction technology in the construction of bridge foundation in shoal aree,and obtained that the construction technology of steel-sheet pile cofferdam method has more obvious advantages in bridge foundation construction.
出处
《西部交通科技》
2017年第12期71-73,109,共4页
Western China Communications Science & Technology
关键词
浅滩区
桥梁基础施工
预定钢围堰法施工工艺
钢板桩围堰法施工工艺
Shoal area
Bridge foundation construction
Scheduled steel cofferdam construction technology
Steel-sheet pile cofferdam construction technology
