Abstract
As a composite system bridge, half-through steel box tied arch bridge combines the arch mainly bearing pressure and the beam mainly bearing bending moment, gives full play to their respective advantages, and has the two characteristics of large span capacity of arch bridge and strong adaptability of simply supported beam bridge to foundation. However, in the construction process, due to the complex construction technology and structural stress behavior, the hoisting of arch rib, the tensioning of tie rod and suspender are accompanied by the change of internal load, which is a challenge for bridge construction. Taking the Lancang River Liming Bridge in Xishuangbanna, Yunnan Province as an example, this paper introduces a new construction scheme of arch bridge, introduces the structural characteristics of cable hoisting system, and puts forward the construction monitoring method. The response of arch rib, suspender, tie rod and main beam is monitored by health monitoring system and compared with the analysis results of finite element model to ensure that the stress and deformation of the structure under various working conditions are in a reasonable state. The results show that the proposed construction scheme can meet the safety and quality requirements of bridge construction, and the finite element model can reasonably predict the bridge behavior in construction. This study is expected to promote the construction of long-span half through steel box tied arch bridge.
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References
Deng, N., Yu, M., & Yao, X. (2021). Intelligent active correction technology and application of tower displacement in arch bridge cable lifting construction. Applied Sciences, 11(21), 9808. https://doi.org/10.3390/app11219808
Feng, Y., Qi, J., Wang, J., Zhang, W., & Zhang, Q. (2020). Rotation construction of heavy swivel arch bridge for high-speed railway. Structures, 26, 755–764. https://doi.org/10.1016/j.istruc.2020.04.052
Gou, H., Liu, C., Bao, Y., Han, B., & Pu, Q. (2021). Construction monitoring of self-anchored suspension bridge with inclined tower. Journal of Bridge Engineering, 26(10), 05021011. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001777
Han, H. J., Guo, J. P., Zhang, J. J., & Sun, Y. (2020). Technical advances of temporary facilities for the failure prevention of large-span cantilever casting construction of mountainous concrete box-type arch bridges. Advances in Civil Engineering, 2020, 6412613. https://doi.org/10.1155/2020/6412613
Hu, F. J., Lu, Y., Zhang, X., & Zhang, Y. (2019). General design and key technology of Nanchang Chaoyang Bridge. Structural Engineering International, 29(2), 319–325. https://doi.org/10.1080/10168664.2018.1549466
Kolínský, V., & Vítek, J. L. (2019). Verification of numerical creep and shrinkage models in an arch bridge analysis. Structural Concrete., 20, 2030–2041. https://doi.org/10.1002/suco.201800203
Li, F., Wu, P., & Yan, X. (2015). Analysis and monitoring on jacking construction of continuous box girder bridge. Computers and Concrete, 16(1), 49–65. https://doi.org/10.12989/CAC.2015.16.1.049
Li, J., Du, G., Liang, Y., He, Z., Yan, X., & Feng, Y. (2021a). Construction analysis and monitoring of the vertical rotation of steel tube arch ribs. Structural Engineering International, 31(1), 45–50. https://doi.org/10.1080/10168664.2019.1676182
Li, X., Zhou, J., Wu, Y., Wang, Z., & Li, X. G. (2021b). Structural analysis and improvement for a new form traveler in long-span cantilever-casting arch bridge. Advances in Mechanical Engineering, 13(4), 1–13. https://doi.org/10.1177/16878140211009997
Liang, Y., Feng, Q., Fu, M., et al. (2022). Prediction and monitoring of the construction vibration effect on an adjacent old long span double-convex arch bridge. KSCE Journal of Civil Engineering. https://doi.org/10.1007/s12205-022-2170-2
Liu, W., & Dai, G. (2011). Dongping channel bridge: Long-span steel arch bridge in high-speed railway, China. Structural Engineering International, 21(4), 492–496. https://doi.org/10.2749/101686611X13131377726207
Ma, B., Yan, H., Xu, Y., & Zhang, P. (2013). The nonconventional thin-walled arch rib design and its numerical verification of a long span steel arch bridge. Thin-Walled Structures, 73, 39–47. https://doi.org/10.1016/j.tws.2013.03.017
Michele, F. G., Piercarlo, M., & Antonino, R. (2013). Concrete arch bridges built by lattice cantilevers. Journal of Structural Engineering and Mechanics, 45(5), 703–722.
Peng, W. P., Tian, Z. C., & Jiang, T. Y. (2012). Key technologies of construction and control of arch cantilever casting for Mupeng Bridge. Applied Mechanics and Materials, 204–208, 2272–2277. https://doi.org/10.4028/www.scientific.net/amm.204-208.2272
Rovira, M. R., & Tomàs, J. G. (2018). Construction of the Nelson Mandela Bridge in Barcelona. Structural Engineering International, 28(3), 376–380. https://doi.org/10.1080/10168664.2018.1453761
Sun, J., & Tan, Z. (2022). Seismic resilience-based design method for hybrid bridge pier under four-level seismic fortifications. International Journal of Steel Structures, 22(5), 1578–1593. https://doi.org/10.1007/s13296-022-00666-3
Sun, J., & Zhufu, G. (2022). Mechanical behavior of laminated rubber isolation bearing with buckling steel plate. International Journal of Steel Structures, 22(4), 1069–1085. https://doi.org/10.1007/s13296-022-00623-0
Sun, J., Liu, K., Liu, G., & Li, H. (2021). A developed transfer matrix method for analysis of elastic–plastic behavior of structures. International Journal of Steel Structures, 21(5), 1620–1629. https://doi.org/10.1007/s13296-021-00524-8
Sun, J., Jiang, Y., Lv, G., Liu, K., & Zhao, J. (2022a). Simulation analysis on seismic performance of assembled composite energy dissipation pipe joint. International Journal of Steel Structures, 22(3), 880–893. https://doi.org/10.1007/s13296-022-00611-4
Sun, J., Qu, X., & Gao, C. (2022b). Study on the design method of ring groove rivet joint in aluminum alloy structure. International Journal of Steel Structures, 22(1), 294–307. https://doi.org/10.1007/s13296-021-00575-x
Sun, J. P., Lv, G. J., & Ma, X. G. (2022c). An improved typhoon simulation method based on Latin hypercube sampling method. Scientific Reports, 12(1), 9313. https://doi.org/10.1038/s41598-022-13151-y
Xie, K., Wang, H., Guo, X., & Zhou, J. (2021). Study on the safety of the concrete pouring process for the main truss arch structure in a long-span concrete-filled steel tube arch bridge. Mechanics of Advanced Materials and Structures, 28(7), 731–740. https://doi.org/10.1080/15376494.2019.1601309
Xie, W., Zhao, T., Tang, J., & Zhang, Y. (2017). Arch first and beam later: Arch-rib integral installation construction technology for large-span tied-arch bridge. Journal of Construction Engineering and Management, 143, 8. https://doi.org/10.1061/(ASCE)CO.1943-7862.0001356
Yin, T., Zhang, W., Zhao, Y. B., & Sun, X. L. (2013). Construction monitoring technology research on large-span V structure tied arch bridge. AMM, 351–352, 1240–1243. https://doi.org/10.4028/www.scientific.net/amm.351-352.1240
Yu, X., Du, H., & Jing, H. (2020). Construction technologies of a solid-web reinforced concrete arch bridge for high-speed railway. Structural Engineering International, 30(2), 280–286. https://doi.org/10.1080/10168664.2019.1642830
Zhou, Z., Fan, L., Wang, S., & Liao, X. (2013). Chongqing Wansheng Zaodu bridge—Steel box-concrete composite arch bridge. Structural Engineering International, 23(1), 71–74. https://doi.org/10.2749/101686613X13439149157236
Acknowledgements
The financial support provided by the National Natural Science Foundation of China (51408453), Shanxi Provincial Natural Science Basic Research Program-General Project (2020JM-475) and Xi’an Science and Technology Innovation Talent Service Enterprise Project (2020KJRC0047) are greatly appreciated.
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Sun, J., Li, J., Jiang, Y. et al. Key Construction Technology and Monitoring of Long-Span Steel Box Tied Arch Bridge. Int J Steel Struct 23, 191–207 (2023). https://doi.org/10.1007/s13296-022-00687-y
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DOI: https://doi.org/10.1007/s13296-022-00687-y