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Application of Steel Sheet Pile Cofferdam in the Construction of Transition Pier Bearing Platform of Hongshui River Bridge

Received: 13 May 2022     Accepted: 26 May 2022     Published: 31 May 2022
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Abstract

As a common cofferdam support construction technology, steel sheet pile provides a construction platform for the construction of Underwater Bridge Foundation and a guarantee for construction safety. Therefore, the importance of construction analysis and construction checking calculation of steel sheet pile cofferdam is self-evident. This paper takes the transition pier cap of Hongshui River Bridge in China as an example. Firstly, the whole construction process of steel sheet pile cofferdam is discussed, and the key and difficult points in the construction process are analyzed. The key points of quality control are formulated around the construction processes such as the installation of guide frame, the insertion and driving of steel sheet pile and the installation of purlin support, and the key construction technologies to prevent the leakage of cofferdam are studied. The possible problems in construction are summarized and the corresponding measures are given. On this basis, the structural stress of steel sheet pile cofferdam is discussed, and the most unfavorable load is combined according to the construction and stress of cofferdam. Finally, the structural analysis and checking calculation of steel sheet pile are carried out. The checking calculation methods include traditional calculation method and finite element method. Based on this, the safety evaluation of its construction is carried out, and the safety and stability of steel sheet pile cofferdam construction are verified.

Published in American Journal of Construction and Building Materials (Volume 6, Issue 1)
DOI 10.11648/j.ajcbm.20220601.15
Page(s) 60-69
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2022. Published by Science Publishing Group

Keywords

Steel Sheet Pile Cofferdam, Construction Technique, Structural Checking Calculation, Finite Element Simulation, Construction Safety

References
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[4] Y. Zhou, Mechanical performance analysis of double wall steel cofferdam for foundation cap of Hutong Yangtze River Bridge, in, Jiangsu University of science and technology, 2016.
[5] S. Liu, Design of double row steel sheet pile cofferdam in Japan, Port engineering technical communication, (1979) 67-84.
[6] Y. Li, Research on key technology of design and construction of reinforced concrete and steel sheet pile combined cofferdam, in, Wuhan Engineering University, 2016.
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[17] G. Zhang, Underwater bottom sealing construction technology of large area cofferdam in super thick silty fine sand stratum, construction technique, 47 (2018) 30-33.
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[19] Y. J. Liu, A new calculation method of anti uplift stability of deep foundation pit support structure, Journal of Xiangtan Mining Institute, (2003) 65-68.
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Cite This Article
  • APA Style

    Hebin Jiang, Zhe Zhou, Haojin Li, Xiangzhu Wei, Xiangyun Zhao, et al. (2022). Application of Steel Sheet Pile Cofferdam in the Construction of Transition Pier Bearing Platform of Hongshui River Bridge. American Journal of Construction and Building Materials, 6(1), 60-69. https://doi.org/10.11648/j.ajcbm.20220601.15

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    ACS Style

    Hebin Jiang; Zhe Zhou; Haojin Li; Xiangzhu Wei; Xiangyun Zhao, et al. Application of Steel Sheet Pile Cofferdam in the Construction of Transition Pier Bearing Platform of Hongshui River Bridge. Am. J. Constr. Build. Mater. 2022, 6(1), 60-69. doi: 10.11648/j.ajcbm.20220601.15

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    AMA Style

    Hebin Jiang, Zhe Zhou, Haojin Li, Xiangzhu Wei, Xiangyun Zhao, et al. Application of Steel Sheet Pile Cofferdam in the Construction of Transition Pier Bearing Platform of Hongshui River Bridge. Am J Constr Build Mater. 2022;6(1):60-69. doi: 10.11648/j.ajcbm.20220601.15

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  • @article{10.11648/j.ajcbm.20220601.15,
      author = {Hebin Jiang and Zhe Zhou and Haojin Li and Xiangzhu Wei and Xiangyun Zhao and Zheng Wang and Kaizhang Huang},
      title = {Application of Steel Sheet Pile Cofferdam in the Construction of Transition Pier Bearing Platform of Hongshui River Bridge},
      journal = {American Journal of Construction and Building Materials},
      volume = {6},
      number = {1},
      pages = {60-69},
      doi = {10.11648/j.ajcbm.20220601.15},
      url = {https://doi.org/10.11648/j.ajcbm.20220601.15},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ajcbm.20220601.15},
      abstract = {As a common cofferdam support construction technology, steel sheet pile provides a construction platform for the construction of Underwater Bridge Foundation and a guarantee for construction safety. Therefore, the importance of construction analysis and construction checking calculation of steel sheet pile cofferdam is self-evident. This paper takes the transition pier cap of Hongshui River Bridge in China as an example. Firstly, the whole construction process of steel sheet pile cofferdam is discussed, and the key and difficult points in the construction process are analyzed. The key points of quality control are formulated around the construction processes such as the installation of guide frame, the insertion and driving of steel sheet pile and the installation of purlin support, and the key construction technologies to prevent the leakage of cofferdam are studied. The possible problems in construction are summarized and the corresponding measures are given. On this basis, the structural stress of steel sheet pile cofferdam is discussed, and the most unfavorable load is combined according to the construction and stress of cofferdam. Finally, the structural analysis and checking calculation of steel sheet pile are carried out. The checking calculation methods include traditional calculation method and finite element method. Based on this, the safety evaluation of its construction is carried out, and the safety and stability of steel sheet pile cofferdam construction are verified.},
     year = {2022}
    }
    

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  • TY  - JOUR
    T1  - Application of Steel Sheet Pile Cofferdam in the Construction of Transition Pier Bearing Platform of Hongshui River Bridge
    AU  - Hebin Jiang
    AU  - Zhe Zhou
    AU  - Haojin Li
    AU  - Xiangzhu Wei
    AU  - Xiangyun Zhao
    AU  - Zheng Wang
    AU  - Kaizhang Huang
    Y1  - 2022/05/31
    PY  - 2022
    N1  - https://doi.org/10.11648/j.ajcbm.20220601.15
    DO  - 10.11648/j.ajcbm.20220601.15
    T2  - American Journal of Construction and Building Materials
    JF  - American Journal of Construction and Building Materials
    JO  - American Journal of Construction and Building Materials
    SP  - 60
    EP  - 69
    PB  - Science Publishing Group
    SN  - 2640-0057
    UR  - https://doi.org/10.11648/j.ajcbm.20220601.15
    AB  - As a common cofferdam support construction technology, steel sheet pile provides a construction platform for the construction of Underwater Bridge Foundation and a guarantee for construction safety. Therefore, the importance of construction analysis and construction checking calculation of steel sheet pile cofferdam is self-evident. This paper takes the transition pier cap of Hongshui River Bridge in China as an example. Firstly, the whole construction process of steel sheet pile cofferdam is discussed, and the key and difficult points in the construction process are analyzed. The key points of quality control are formulated around the construction processes such as the installation of guide frame, the insertion and driving of steel sheet pile and the installation of purlin support, and the key construction technologies to prevent the leakage of cofferdam are studied. The possible problems in construction are summarized and the corresponding measures are given. On this basis, the structural stress of steel sheet pile cofferdam is discussed, and the most unfavorable load is combined according to the construction and stress of cofferdam. Finally, the structural analysis and checking calculation of steel sheet pile are carried out. The checking calculation methods include traditional calculation method and finite element method. Based on this, the safety evaluation of its construction is carried out, and the safety and stability of steel sheet pile cofferdam construction are verified.
    VL  - 6
    IS  - 1
    ER  - 

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Author Information
  • Guangxi Nantian Expressway Co., Ltd, Nanning, China

  • Guangxi Nantian Expressway Co., Ltd, Nanning, China

  • Guangxi Nantian Expressway Co., Ltd, Nanning, China

  • College of Civil Engineering and Architecture, Guangxi University, Nanning, China

  • College of Civil Engineering and Architecture, Guangxi University, Nanning, China

  • College of Civil Engineering and Architecture, Guangxi University, Nanning, China

  • College of Civil Engineering and Architecture, Guangxi University, Nanning, China

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