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护栏对高速公路整体式路堤风吹雪的影响

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为研究波形梁护栏和缆索护栏对高速公路整体式路堤全断面风吹雪灾害的影响,以高速公路27m宽整体式路堤断面为例,采用Ansys Fluent仿真模拟软件,建立路基和护栏模型,分别对不同位置、不同护栏形式下的整体路堤断面风速流场结构进行仿真模拟,通过风速流场特性分析积雪位置,并与吉林省高速公路现场调研情况进行比较.结果表明整体式路堤断面只有路侧和中央分隔带同时设置缆索护栏才不会造成路面积雪,其他情况均会造成不同位置的路面积雪.研究成果可为风吹雪地区整体式路堤断面护栏设置提供参考依据.
IMPACT OF GUARDRAILS ON WIND-DRIVEN SNOW IN INTEGRAL HIGHWAY EMBANKMENTS
To study the impact of wavy beam guardrails and cable guardrails on wind-driven snow disasters in the full cross-section of integral highway embankments,this research uses a 27 m wide integral highway embankment cross-section as a case study.Ansys Fluent simulation software is employed to establish models of the subgrade and guardrails.Simulations are conducted on the wind speed flow field structure of the integral embankment cross-sec-tion under different guardrail types and positions.By analyzing the characteristics of the wind speed flow field,the lo-cations of snow accumulation are identified and compared with field survey data from highways in Jilin Province.The results indicate that snow accumulation on the road surface only occurs when cable guardrails are simultaneous-ly installed on the roadside and central separation zone;all other configurations result in snow accumulation in vari-ous positions on the road surface.The findings provide a reference for the placement of guardrails on integral high-way embankment cross-sections in wind-driven snow regions.

snow driftinghighway guardrailintegral embankmentwind speed flow field structure

任来鹏、杨锋、马壮

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吉林省交通规划设计院,长春 130000

风吹雪 高速公路护栏 整体式路堤 风速流场结构

2024

低温建筑技术
黑龙江省寒地建筑科学研究院

低温建筑技术

影响因子:0.237
ISSN:1001-6864
年,卷(期):2024.46(11)