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深水双壁钢围堰施工技术探讨

刘宏达

科技创新与应用2024,Vol.14Issue(29):189-192,4.
科技创新与应用2024,Vol.14Issue(29):189-192,4.DOI:10.19981/j.CN23-1581/G3.2024.29.044

深水双壁钢围堰施工技术探讨

刘宏达1

作者信息

  • 1. 中铁广州工程局集团有限公司,广州 510000
  • 折叠

摘要

Abstract

The pier of a bridge is located in the deep-water river,the type of cap is low pile cap,and the design and construction of double-wall steel cofferdam is adopted.This paper summarizes the construction technology of double-wall steel cofferdam,analyzes the operation methods and key management and control measures in each stage,discusses the problems that may occur in the construction,and puts forward some countermeasures and treatment methods,so as to accumulate experience for the construction of similar steel cofferdams.

关键词

深水施工/低桩承台/双壁钢围堰/下放系统/吸泥/砼封底

Key words

deep water construction/low pile cap/double-wall steel cofferdam/lowering system/mud suction/concrete bottom sealing

分类

交通工程

引用本文复制引用

刘宏达..深水双壁钢围堰施工技术探讨[J].科技创新与应用,2024,14(29):189-192,4.

科技创新与应用

2095-2945

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