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高速铁路新型轨道结构试验研究

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我国对于时速300km及以上高速铁路的有砟轨道缺少运营经验,聚氨酯弹性道床、弹性轨枕、道砟垫等新型轨道结构的适用性、稳定性和可靠性有待进一步试验论证.高速铁路新型轨道结构试验研究,首次在设计速度250 km/h的某高速铁路上建成装配式聚氨酯弹性道床、弹性轨枕、道砟垫等新型轨道结构综合试验段,开展最高速度300 km/h实车试验.阐述高速铁路新型轨道结构试验的设计方案和试验结果,具体包括新型轨道结构系统试验、振动噪声试验、有砟轨道线下基础设施试验、综合接地系统适应性试验等4项内容.试验结果表明:装配式聚氨酯弹性道床、弹性轨枕、道砟垫等新型轨道结构安全可靠,可为设计速度300 km/h及以上高速铁路线路局部有砟轨道达速及跨越活动断裂带线路轨道选型提供技术方案.
Experimental Research on New Track Structures for High Speed Railways
China lacks operational experience in ballasted tracks for high speed railways with speeds of 300 km/h and above.The applicability,stability,and reliability of new track structures such as polyurethane elastic ballast beds,elastic sleepers,and ballast mats need to be further tested and demonstrated.The experimental research on new track structures for high speed railways was carried out on a comprehensive test section of some high speed line with design speed of 250km/h.On this section,prefabricated polyurethane elastic ballast beds,elastic sleepers,and ballast mats are installed,and a real train test with speed up to 300 km/h was conducted.This paper expounds the design scheme and the test results,including 4 items:system test of new track structure,vibration noise test,infrastructure test under ballasted track and adaptability test of integrated grounding system.The test results indicate that the new track structures of prefabricated polyurethane elastic ballast beds,elastic sleepers and ballast mats are safe and reliable.These findings provide a technical solution to speed attainment on ballasted section of high speed railway with design speed of 300km/h or above,and type selection of tracks crossing active fault zones.

high speed railwayballasted trackcomprehensive testnew track structure

李元平、刘磊、王立乾、孙耿杰、王小铁

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中国铁道科学研究院集团有限公司铁道科学技术研究发展中心,北京 100081

高速铁路 有砟轨道 综合试验 新型轨道结构

中国铁道科学研究院集团有限公司科技研究开发计划项目

2022YJ144

2024

中国铁路
中国铁道科学研究院

中国铁路

北大核心
影响因子:0.407
ISSN:1001-683X
年,卷(期):2024.(9)
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