[1]周成洋,袁聪,林立.钢板桩围堰技术在沿海淤泥质土中的应用[J].江苏水利,2022,(03):19-23.
 ZHOU Chengyang,YUAN Cong,LIN Li.Application of steel sheet pile cofferdam technology in coastal muddy soil[J].JIANGSU WATER RESOURCES,2022,(03):19-23.
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钢板桩围堰技术在沿海淤泥质土中的应用()
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《江苏水利》[ISSN:1006-6977/CN:61-1281/TN]

卷:
期数:
2022年03期
页码:
19-23
栏目:
水利工程建设
出版日期:
2022-03-29

文章信息/Info

Title:
Application of steel sheet pile cofferdam technology in coastal muddy soil
文章编号:
1007-7839(2022)03-0019-0005
作者:
周成洋袁聪林立
(江苏省淮沭新河管理处,江苏淮安223001)
Author(s):
ZHOU ChengyangYUAN CongLIN Li
(Jiangsu Huaishuxin River Administration Office, Huai’an 223001,China)
关键词:
钢板桩淤泥质土围堰技术技术应用
Keywords:
sheet pile muddy soil cofferdam technology application of technology
分类号:
TV125
文献标志码:
A
摘要:
结合新沂河海口枢纽南、北深泓闸除险加固工程实例,在工程地处海边淤泥土质较深条件下,采用钢板桩围堰截流施工技术,通过理论计算钢板桩围堰稳定性和可靠性,介绍钢板桩围堰施工工艺,为同类条件工程施工提供参考。
Abstract:
Combining with the examples of the risk-removing and reinforcement project of the south and north Shenhong Gates of the Xinyi River seaport junction, under the condition that the project is located at the seaside with deep muddy soil, the steel sheet pile cofferdam interception construction technology is adopted, and the stability and reliability of the steel sheet pile cofferdam are theoretically calculated. This paper introduces the construction technology of steel sheet pile cofferdam, and provides a reference for the construction of similar conditions.

参考文献/References:

[1] 江苏省水利勘测设计研究院有限公司.新沂河海口枢纽南北深泓闸除险加固工程初步设计报告[R]. 扬州:江苏省水利勘测设计研究院有限公司,2020.
[2] 季永兴,刘水芹,卢永金. 上海苏州河河口挡潮闸的问题探讨[J]. 中国水利,2015(16):34-37,40.
[3] 叶三元,李蘅,万启宣. 雁洲水(船)闸工程双排钢板桩围堰设计[J]. 人民长江,2011,42(1):4.
[4] 周祥,付继承,彭英海. 钢板桩围堰施工工艺[J]. 水运工程,2015(8):138-140.
[5] 赵林章,高建初. 泰州引江河高港枢纽一线船闸加固工程施工难点及应对措施[J]. 中国水运(下半月),2018,18(12):137-138,148.
[6] 丁文圩. 拉森钢板桩在承台深基坑支护施工技术[J]. 北方交通,2016(4):40-45.

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备注/Memo

备注/Memo:
收稿日期:2022-01-04
作者简介:周成洋(1967—),男,高级工程师,本科,主要从事水利工程建设与管理工作。Email:1224048637@qq.com
更新日期/Last Update: 2022-03-24