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波形梁护栏与组合式桥梁护栏免翼墙过渡研究OA

Research on Wing-Wall-Free Transition between W-Beam Guardrail and Combined Bridge Guardrail

中文摘要英文摘要

为解决在役公路护栏升级改造中波形梁护栏与组合式桥梁护栏过渡问题,该文提出一种施工简单、高效的SB级免翼墙过渡段.采用计算机仿真技术,对免翼墙过渡段的刚度过渡、高度过渡、横断面过渡进行研究.通过优化立柱间距、立柱截面尺寸,实现护栏刚度过渡.通过对比不同高度差下,车辆与护栏的接触面积及导出情况,初步确定当护栏高度差小于15 cm时,车辆能够被安全导出.在此基础上,对免翼墙过渡段具体方案进行碰撞仿真分析,并通过实车碰撞试验进一步验证其防护性能.试验结果表明:该结构能够达到标准规定的SB级防护能力.

To address the transition problem between the W-beam guardrail and the combined bridge guardrail during the upgrading and reconstruction of in-service highway guardrails,an SB-level wing-wall-free transition section with simple construction and high efficiency was proposed.Computer simulation technology was adopted to study the stiffness transition,height transition,and cross-section transition of the wing-wall-free transition section.The guardrail stiffness transition was achieved by optimizing the column spacing and column cross-sectional dimensions.By comparing the contact area between the vehicle and the guardrail and the vehicle redirection situation under different height differences,it was preliminarily determined that the vehicle can be safely redirected when the height difference of the guardrail is less than 15 cm.On this basis,a collision simulation analysis was conducted on the specific scheme of the wing-wall-free transition section,and its protection performance was further verified through a real vehicle collision test.The test results indicate that the structure can achieve the SB-level protection capacity stipulated by the standard.

姜广伦;尚钟平;张银江;吴俊宏;李振;钱俊

山东高速云南发展有限公司,云南 昆明 650000北京深华科交通工程有限公司,北京市 100071昆明新机场高速公路建设发展有限公司,云南 昆明 650000北京深华科交通工程有限公司,北京市 100071山东省高速养护集团有限公司,山东 济南 250000昆明新机场高速公路建设发展有限公司,云南 昆明 650000

交通工程

护栏过渡免翼墙计算机仿真刚度过渡高度过渡实车碰撞

guardrailtransitionwing-wall-free transitioncomputer simulationstiffness transitionheight transitionreal vehicle collision

《中外公路》 2026 (2)

232-238,7

10.14048/j.issn.1671-2579.2026.02.025

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