大跨拱桥拱肋拼装温差效应分析及控制方法
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U416

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Analysis and control method of temperature difference effect in arch rib assembly of large span concrete-filled steel tube arch bridge
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    摘要:

    大跨径钢管混凝土拱桥在拱肋吊装阶段的温度变化会使拱肋控制点产生明显的位移,影响着拱圈的线形。 为研究温度变化对拱圈线形的影响规律,提出大跨径钢管混凝土拱桥拱肋吊装阶段消除温度影响的方法。以平南 三桥为工程背景,建立有限元模型,计算出吊装各节段时的温度位移修正量和索力修正量。研究结果表明:拱肋 吊装节段不可忽略温度变化对线形的影响。通过 Midas/Civil 计算,验证了该方法的可行性,但封铰或临时合拢需 等到设计合拢温度时进行方可消除误差。该方法可以很好地控制施工阶段温度对拱圈线形的影响.

    Abstract:

    The temperature variation of long-span concrete-filled steel tube arch bridge in the stage of arch rib hoisting will cause obvious displacement to the control point of arch rib and affect the linear shape of arch ring. The influence law of temperature on the arch ring line shape is analyzed, and the method of eliminating the influence of temperature on the arch rib of the arch bridge with long span concrete filled steel tube is put forward. The results show that the influence of temperature change on the linear shape of arch rib lifting segment cannot be ignored. Midas/Civil calculation shows that the proposed method is feasible, but the error can be eliminated only when the closing temperature is designed for sealing hinge or temporary closing stage. This method can well control the influence of temperature on the linear shape of arch rib during construction stage.

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刘宇飞 ,李传习 ,于孟生 ,等.大跨拱桥拱肋拼装温差效应分析及控制方法[J].交通科学与工程,2020,36(1):63-69.
LIU Yu-fei, LI Chuan-xi, YU Meng-sheng, et al. Analysis and control method of temperature difference effect in arch rib assembly of large span concrete-filled steel tube arch bridge[J]. Journal of Transport Science and Engineering,2020,36(1):63-69.

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  • 在线发布日期: 2022-06-09
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