转体桥球铰倾覆力矩及摩擦系数计算优化
作者:
作者单位:

(1.长沙理工大学 土木工程学院,湖南 长沙 410114;2.中铁二十四局福建分公司,福建 福州 350000)

作者简介:

蒋涛应(1996—),男,长沙理工大学硕士生。

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中图分类号:

U24

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Optimization of overturning moment and friction coefficientcalculation of spherical hinge of rotating bridge
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Affiliation:

(1.School of Civil Engineering,Changsha University of Science & Technology,Changsha 410114,China;2.China Railway 24th Fujian Branch,FuZhou 350000,China)

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    摘要:

    桥梁转体施工技术是桥梁施工中的重要方法,由于桥梁转体时吨位较大,其摩擦力的计算尤为重要。为解决常规计算方法计算出的球铰摩擦系数与现场试验结果有较大差异的问题。该研究基于接触理论建立球铰接触面应力分布有限元模型,先采用称重试验获得竖向摩阻力矩,再通过计算竖向摩阻力矩求解摩擦系数。将模拟结果与常规方法的计算结果及现场实际牵引力反算的实际值进行对比分析。研究结果表明:在计算球铰面表面应力及预测球铰静摩擦系数时,本研究提出的改进优化计算较常规计算方法更有优势,可为桥梁转体施工摩擦系数的计算提供参考。

    Abstract:

    Rotating construction is an important method in bridge construction,and the calculation of friction force is particularly important for large tonnage rotating bridge,However there is a big difference between the calculate results based on the existing conventional method and the field test results. Therefore,the accurate calculation of friction force needs to be improved. In this paper,the moment of vertical friction resistance is obtained by weighing experiment,and a new stress distribution model of spherical hinge contact surface is proposed based on contact theory. The formula for calculating the moment of vertical friction resistance is established,and then the friction coefficient is obtained. The results are compared with those obtained by conventional method and actual traction force. The results show that the improved optimization formula proposed in this paper is superior to the conventional formula widely used in calculating the surface stress and predicting the static friction coefficient of spherical joints.

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引用本文

蒋涛应,唐炳根,陈得良.转体桥球铰倾覆力矩及摩擦系数计算优化[J].交通科学与工程,2023,39(3):84-89,117.
JIANG Taoying, TANG Binggen, CHEN Deliang. Optimization of overturning moment and friction coefficientcalculation of spherical hinge of rotating bridge[J]. Journal of Transport Science and Engineering,2023,39(3):84-89,117.

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  • 收稿日期:2021-11-20
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  • 在线发布日期: 2023-07-14
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