摘要According to the construction requirements of super long-span pedestrian suspension bridge in Canyon Scenic Spot, a hillside-anchored spatial cable system pedestrian suspension bridge is proposed. The hyperbolic paraboloid space cable network system is adopted to improve the wind resistance stability of pedestrian suspension bridge in Canyon Scenic Spot; Taking advantage of the landform of the Canyon Scenic Spot, the hyperbolic paraboloid space cable network is dispersed and anchored on the rock slopes on both sides of the Canyon Scenic Spot, and the bridge tower structure is cancelled to reduce the cost. The hyperbolic paraboloid space cable system and the wind resistant cable system are used together, which can firmly grasp the stiffening beam of the bridge deck system from the top, bottom, left and right directions, restrict the torsional deformation of the stiffening beam of the bridge deck system, and fundamentally solve the problem of wind resistant stability of the super long-span pedestrian suspension bridge in Canyon Scenic Spot. Combined with a 500 m super long-span pedestrian suspension bridge project in Canyon Scenic Spot, the engineering parameters are designed, the Midas finite element analysis model is established, and the static calculation analysis and dynamic modal analysis are carried out to verify the advantages of the pedestrian suspension bridge with the space suspension cable anchored to the hillside.
Abstract：According to the construction requirements of super long-span pedestrian suspension bridge in Canyon Scenic Spot, a hillside-anchored spatial cable system pedestrian suspension bridge is proposed. The hyperbolic paraboloid space cable network system is adopted to improve the wind resistance stability of pedestrian suspension bridge in Canyon Scenic Spot; Taking advantage of the landform of the Canyon Scenic Spot, the hyperbolic paraboloid space cable network is dispersed and anchored on the rock slopes on both sides of the Canyon Scenic Spot, and the bridge tower structure is cancelled to reduce the cost. The hyperbolic paraboloid space cable system and the wind resistant cable system are used together, which can firmly grasp the stiffening beam of the bridge deck system from the top, bottom, left and right directions, restrict the torsional deformation of the stiffening beam of the bridge deck system, and fundamentally solve the problem of wind resistant stability of the super long-span pedestrian suspension bridge in Canyon Scenic Spot. Combined with a 500 m super long-span pedestrian suspension bridge project in Canyon Scenic Spot, the engineering parameters are designed, the Midas finite element analysis model is established, and the static calculation analysis and dynamic modal analysis are carried out to verify the advantages of the pedestrian suspension bridge with the space suspension cable anchored to the hillside.
李兵, 王国华, 刘品良, 陈佳昕, 罗锦鹏. Study on Pedestrian Suspension Bridge with the Space Suspension Cable Anchored to the Hillside[J]. Journal of Highway and Transportation Research and Development, 2022, 16(1): 36-43.
LI Bing, WANG Guo-hua, LIU Pin-liang, CHEN Jia-xin, LUO Jing-peng. Study on Pedestrian Suspension Bridge with the Space Suspension Cable Anchored to the Hillside. Journal of Highway and Transportation Research and Development, 2022, 16(1): 36-43.
[1] WANG Zhi-bin. Design of Cable Systems of Zhangjiajie Grand Canyon Glass Floor Bridge[J]. Bridge Construction, 2017, 47(3):83-87. (in Chinese) [2] ZHAO Lei, YI Shao-ping, WANG Fei, et al. Overall analysis of TianYimeng Pedestrian Suspension Bridge[J]. Highway, 2016, 61(7):170-172. (in Chinese) [3] ASTIZ M A. Flutter Stability of Very Long Suspension Bridges[J]. Journal of Bridge Engineering. 1998, 3(3):132-139. [4] CHEN Kai, ZHAO Li-hong, HAN Yan. Anlynasis of the Aerostatic Stability Influence Parameters of Narrow Suspension Bridge in Mountainous Area[J]. Journal of China & Foreign Highway, 2018, 38(3):107-110. (in Chinese) [5] TANG Cui-lan, YANG Fei, LIU Zhi-wen. Analysis of Terrain Effects on the Aerostatic Stability of Long-span Suspension Bridge Located in Mountainous Area[J]. Highway Engineering, 2021, 46(2):27-33. (in Chinese) [6] ZHANG Ming-shan. Analysis of Construction Technology of Mountain Canyon Suspension Bridge[J]. Highway, 2018, 63(12):130-134. (in Chinese) [7] ZHAO Qian-jin. Key Construction Techniques for a Suspension Bridge Crossing a V-Shaped Canyon in Mountainous Region[J]. World Bridges, 2016, 44(6):23-26. (in Chinese) [8] WOLLMANN G P. Preliminary Analysis of suspension Bridges[J] Bridge Engineering, 2001, 6(4):227-233. [9] ZHANG Xin-jun. Study of the Wind Stability of Long-span Suspension Bridges with Spatial Cable Systems[J]. China Civil Engineering Journal, 2011, 44(6):80-86. (in Chinese) [10] LIU Yu-hui, SHEN Zi-ye, FENG Kang-ping. Analysis of suspension bridge in space cable system[J]. Northern Communications, 2018(3):12-15. (in Chinese)
2022, Vol. 16 
