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 |
Steel Sheet Pile Cofferdam, Construction Technique, Structural Checking Calculation, Finite Element Simulation, Construction Safety
[1] | Y. Chen, Analysis on mechanical characteristics of steel pipe pile cofferdam for bridge deep water foundation, Railway Engineering, 58 (2018) 27-30. |
[2] | J. Wang, H. Xiang, J. Yan, Numerical Simulation of Steel Sheet Pile Support Structures in Foundation Pit Excavation, International Journal of Geomechanics, 19 (2019). |
[3] | L. Lin, H. Feng, S. Li, Calculation and application of closed structure of Larsen steel sheet pile cofferdam for large cap foundation in deep water, Highway Traffic Technology (application technology version), 14 (2018) 265-267. |
[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. |
[7] | T. Ye, W. Q. Huang, Study on key technology of bridge steel sheet pile cofferdam construction under tidal environment, China water transport (second half of the month), 22 (2022) 104-105+120. |
[8] | H. Sun, Checking calculation of bridge steel sheet pile cofferdam based on different construction stages, Shanxi Architecture, 43 (2017) 164-165. |
[9] | D. Liang, L. Wei, C. Du, Cofferdam Construction Monitoring of Haihe Bridge, Advanced Materials Research, 3144 (2014). |
[10] | G. Y. Xia, M. L. Yang, C. X. Li, S. W. Lu, Steel Cofferdam Design and Calculation for High Pile Cap Construction, Advanced Materials Research, 1279 (2011). |
[11] | B. L. Xiong, J. S. Tang, W. Chen, Inside and Outside Earth Pressure Research of Steel Sheet Pile Cofferdam, Advanced Materials Research, 1615 (2012). |
[12] | Y. M. Liang, Z. Z. Hai, Z. F. Ping, C. Dan, Finite Element Analysis of Double-Walled Steel Box Cofferdam, Advanced Materials Research, 368-373 (2011). |
[13] | H. Xu, X. Zhang, Discussion on measures to improve construction quality of steel sheet pile through guide frame, China water transport (second half of the month), 18 (2018) 234-235+238. |
[14] | T. Yang, Application of steel sheet pile cofferdam technology in underwater bearing platform foundation construction, Scientific and technological innovation, (2022) 119-122. |
[15] | Z. Xia, K. Wang, Discussion on seepage prevention treatment of upstream cofferdam foundation of Xiaowan Hydropower Station, Scientific and technological information, (2011) 262-263+267. |
[16] | X. Wang, Application of steel sheet pile cofferdam construction technology in Bridge Engineering, Traffic world, (2021) 127-128. |
[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. |
[18] | F. Chen, Y. Lv, Y. Liu, Analysis on anti uplift stability of soft soil foundation pit excavation with internal support, Geotechnical Mechanics, (2008) 365-369. |
[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. |
[20] | H. M. Chen, Cause analysis of piping accident in deep foundation pit in soft soil area, Exploration Engineering (geotechnical drilling and Excavation Engineering), 39 (2012) 67-69. |
[21] | Y. Zhang, Discussion on checking calculation of anti uplift stability of foundation pit, Fujian Construction Technology, (2013) 7-9+19. |
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
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
@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} }
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 -