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Research on construction monitoring of curvilinear continuous beam bridge jacking and horizontal moving construction

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This article investigates the issue of beam misalignment in continuous curved beam bridges. Taking the D0-D6 spans of the Gongbin Road elevated bridge as a basis, real-time monitoring of the stress and displacement of the beams is carried out during the jacking and shifting construction process. At the same time, the reaction forces of each support are monitored. The jacking force of the hydraulic jacks is controlled to ensure the stability and safety of the beam during the construction process. Finally, the jacking and shifting monitoring data is organized and compared with theoretical values. It is found that the stress values generated during the jacking phase of the bridge are below the stress control standard. No uplift phenomenon occurs at the supports, and the jacking height is controlled within a reasonable range. The construction process does not cause damage to the beams, and it is safe and reliable. During the shifting construction, the whole bridge was displaced using the jacking method, and the three working conditions were monitored throughout the process. The stress increment at the 2# and 4# sections was relatively small, and the measured stress increments for the entire bridge were all below the stress control standard. The displacement of the bridge abutment during the jacking process was minimal, with no contact with the abutment blocks, and no significant elastic deformation occurred. The jacking displacement was successfully achieved.
Słowa kluczowe
Rocznik
Strony
543--560
Opis fizyczny
Bibliogr. 15 poz., il., tab.
Twórcy
autor
  • Harbin University, School of Civil and Architectural Engineering, Harbin, China
Bibliografia
  • [1] J.F. Hajjar, D. Krzmarzick, and L. Pallarés, “Measured behavior of a curved composite I-girder bridge”, Journal of Constructional Steel Research, vol. 66, no. 3, pp. 351-368, 2010, doi: 10.1016/j.jcsr.2009.10.001.
  • [2] A. Marcello, M.F. Granata, and M. Oliva, “Influence of secondary torsion on curved steel girder bridges with box and I-girder cross-sections”, KSCE Journal of Civil Engineering, vol. 19, pp. 2157-2171, 2015, doi: 10.1007/s12205-015-1373-1.
  • [3] H. Gao, H. Duan, and Y. Sun, “Evaluation of bearing capacity of multi-span spandrel-braced stone arch bridge based on static load test”, Archives of Civil Engineering, vol. 68, no. 4, pp. 633-651, 2022, doi: 10.24425/ace.2022.143059.
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  • [5] M.F. Granata, “Analysis of non-uniform torsion in curved incrementally launched bridges”, Engineering Structures, vol. 75, pp. 374-387, 2014, doi: 10.1016/j.engstruct.2014.05.047.
  • [6] J. Ju, X.F. Zhu, and H.F. Ren, “Deformation analysis of short and medium span curved beam bridge”, Applied Mechanics and Materials, vol. 347-350, pp. 3546-3549, 2013, doi: 10.4028/www.scientific.net/AMM.347-350.3546.
  • [7] S.J. Fatemi, M.S. Mohamed Ali, and A.H. Sheikh, “Load distribution for composite steel-concrete horizontally curved box girder bridge”, Journal of Constructional Steel Research, vol. 116, pp. 19-28, 2016, doi: 10.1016/j.jcsr.2015.08.042.
  • [8] Z. Shuang, et al., “Sectional model wind tunnel test and research on the wind-induced vibration response of a curved beam unilateral stayed bridge”, Buildings, vol. 12, no. 10, art. no. 1643, 2022, doi: 10.3390/buildings12101643.
  • [9] H. Sungnam, “Effect of prestress levels and jacking methods on friction losses in curved prestressed tendons”, Applied Sciences, vol. 7, no. 8, art. no. 824, 2017, doi: 10.3390/app7080824.
  • [10] Y. Xinbo, et al., “Analysis on the Stability of Top Pushing Construction of Curved Steel Box Beam of a Cross-sea Bridge”, IOP Conference Series: Earth and Environmental Science, vol. 769, no. 2, 2021, doi: 10.1088/1755-1315/769/3/032027.
  • [11] L. Yung Bin, et al., “Online monitoring of highway bridge construction using fiber Bragg grating sensors”, Smart Materials and Structures, vol. 14, no. 5, art. no. 1075, 2005, doi: 10.1088/0964-1726/14/5/046.
  • [12] F. Saman and A. Mehrabi, “Health monitoring of closure joints in accelerated bridge construction: A review of non-destructive testing application”, Journal of Advanced Concrete Technology, vol. 17, no. 7, pp. 381-404, 2019, doi: 10.3151/jact.17.381.
  • [13] R.M. Choudhry, et al., “Cost and schedule risk analysis of bridge construction in Pakistan: Establishing risk guidelines”, Journal of Construction Engineering and Management, vol. 140, no. 7, 2014, doi: 10.1061/(ASCE)CO.1943-7862.0000857.
  • [14] S. Yuzhong, et al., “The impact of transformational leadership on safety climate and individual safety behavior on construction sites”, International Journal of Environmental Research and Public Health, vol. 14, no. 1, art. no. 45, 2017, doi: 10.3390/ijerph14010045.
  • [15] M. Kesavan, et al., “A curriculum guide model to the next normal in developing construction supervisory training programmes”, Built Environment Project and Asset Management, vol. 12, no. 5, pp. 792-822, 2022, doi: 10.1108/BEPAM-02-2021-0038.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-ba7c0adb-cf9d-47f1-95eb-444305b76021
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