Feng Yang, Xiaomin Huang, Zhiqiang Yi, Yingna Chen, Qing Shen, Xinglun Ru, Tao Zhou, Yunlong Liu
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引用次数: 0
摘要
V型墩刚构桥线条灵活,结构流畅。如何有效选择合适的施工设计方案,降低桥梁受力是桥梁施工的关键。本文通过有限元软件仿真分析得到了桥梁的结构优化方案,优化了预应力体系和外倾度,并对桥梁的高度等方面进行了分析。通过仿真优化,可以分析 V 型墩刚架桥的应力分布。通过改善倾角比 a 和高度比 b 等结构参数的影响,可以得到应力分布更合理的桥梁结构。在此设计方案的基础上,研究了大跨度 V 型墩刚构桥的施工关键技术,通过优化工艺,使桥梁结构更加稳定,最终优化后的结构参数为倾角比 a 选为 0.48,高度比 b 为 4.93。此时,外肢支腿和墩底的拉应力得到有效降低,为类似工程的开发提供了思路。
Research on Key Construction Technologies for Large Span V-shaped Pier Rigid Frame Bridges
The V-shaped pier rigid frame bridge has flexible lines and smooth structure. How to effectively choose the appropriate construction design scheme to reduce the stress on the bridge is the key to bridge construction. In this paper, the structural optimization scheme of the bridge is obtained through finite element software simulation analysis, the pre-stressing system and camber degree are optimized, and the height and other aspects of the bridge are analyzed. Through simulation optimization, the stress distribution of V-shaped pier rigid frame bridge can be analyzed. And by improving the influence of structural parameters such as inclination ratio a and height ratio b, a bridge structure with more reasonable stress distribution can be obtained. Based on this design scheme, the key technology for the construction of large-span V-shaped pier rigid bridge is studied, and through the optimisation of the process, the structure of the bridge is made more stable, and finally, the optimised structural parameters are the inclination ratio a is selected as 0.48, and the height ratio b is 4.93. At this time, the tensile stresses on the outer limb legs and the bottom of the pier base are effectively reduced, and it provides the idea for the development of similar projects.