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不同因素对石拱桥基础局部冲刷影响的试验分析

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为了研究不同因素对古代石拱桥——步瀛桥基础局部冲刷的影响,对桥梁所在河流的水文条件进行了分析,从布置不同形状的墩前牺牲桩进行了论述,提出了三角形、矩形、圆形牺牲桩与步瀛桥基础加固前后桥墩周围冲刷坑变化情况的对照试验方法,在洪水条件下进行了布置三角形墩前牺牲桩不同间距的冲刷试验研究,结果表明在步瀛桥模型的上游放置试样牺牲桩,用于改变流场,降低水流对桥墩的侵蚀力,达到了降低桥墩基础局部冲刷的效果,有效降低了冲刷坑的深度,减少了冲刷深度达到平衡条件所需的时间,解决了洪水冲刷对古桥的主要威胁.
Experimental analysis of the Influence of different factors on local erosion of stone arch bridge foundation
For the purpose of studying the influence of various factors on the local erosion of the foundation of the ancient stone arch bridge-the Buying Bridge-the hydrological conditions of the river where the bridge is located were examined.Different forms of sacrificial piles in front of the bridge piers were laid out,and a comparative test method was proposed for the changes in erosion pits around the piers before and after the reinforcement of the foundation of the said bridge,inclu-ding triangular,rectangular,and circular sacrificial piles.Under flood conditions,erosion tests were conducted with non-identical spacing of sacrificial piles in front of the triangular bridge piers.These sacrificial piles were placed upstream of the Buying Bridge model to attain the following objectives:change the flow field,reduce the erosion force of water on the bridge piers,and achieve the effect of decreasing local erosion of the bridge pier foundation.Consequently,the depth of the erosion pits was effectively cut down,similar to the time required for the erosion depth to reach equilibrium conditions,resolving the threat of flood erosion to the ancient bridge.

local erosionsacrificial stakebridge pier foundationerosion depth

王国翎、胡扬阳、孙明

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湖南科技学院土木与环境工程学院,湖南永州 425199

局部冲刷 牺牲桩 桥墩基础 冲刷深度

2025

山西建筑
山西省建筑科学研究院

山西建筑

影响因子:0.714
ISSN:1009-6825
年,卷(期):2025.51(3)