某港池降水期间周边老码头加固措施
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Reinforcement measures of an old wharf around harbor basin during drainage period
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    大连湾海底隧道从大连港三、四号码头之间的港池登陆。为给港池内隧道结构施工提供干作业条件,拟将港池四周设置止水结构,然后排干水,该工况使得码头结构的受力情况发生改变。港池周边的码头于20世纪30年代由日本人所建,现为文物保护对象,因此针对该工况对码头结构进行稳定性分析研究。分析结果表明港池排水施工使得码头结构的稳定性降低,因此建议降水前在码头外侧新建临时围堰,该措施确保了码头结构的安全稳定。

    Abstract:

    Dalian Bay Subsea Tunnel lands from the harbor basin between the pier 3 and 4 of Dalian Port. In order to provide dry working conditions for the construction of tunnel structure in the harbor basin,it is proposed to set up water stop structure around the harbor basin,and then drain the water. This working condition makes the force of wharf structure change. The wharf around the harbor basin was built by the Japanese in the 1930s and it's the object of cultural relics protection now,therefore,the stability of the wharf structure is analyzed according to this working condition. The analysis results show that the stability of the wharf structure is reduced due to the drainage construction of the harbor basin,so it is suggested to build a new temporary cofferdam outside the wharf before dewatering,which ensures the safety and stability of the wharf structure.

    参考文献
    相似文献
    引证文献
引用本文

于 健,付建宝.某港池降水期间周边老码头加固措施[J].水运工程,2020(12):63-69.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2020-12-14
  • 出版日期:
文章二维码