铁道建筑
鐵道建築
철도건축
RAILWAY ENGINEERING
2015年
4期
98-100
,共3页
朱忠林%蔡德钩%陈峰%闫宏业%姚建平
硃忠林%蔡德鉤%陳峰%閆宏業%姚建平
주충림%채덕구%진봉%염굉업%요건평
路基冻害%保温板%动载试验
路基凍害%保溫闆%動載試驗
로기동해%보온판%동재시험
Subgrade frost%Insulation board%Dynamic load test
采用保温法防治高速铁路路基冻害时,埋设在路基中的保温板在列车动载长期作用下的动力性能、耐久性需要通过动载试验进行研究。在哈大高铁沈大段附近修建含有保温层的路基试验段,采用动载试验机模拟高速列车产生的动荷载,测试保温板的动应力、动变形,分析保温板应用于高铁路基的适应性。研究结果表明:施加1000万次动载后,保温层累积变形的增长量为0.06 mm,数值很小,不会影响高铁线路。
採用保溫法防治高速鐵路路基凍害時,埋設在路基中的保溫闆在列車動載長期作用下的動力性能、耐久性需要通過動載試驗進行研究。在哈大高鐵瀋大段附近脩建含有保溫層的路基試驗段,採用動載試驗機模擬高速列車產生的動荷載,測試保溫闆的動應力、動變形,分析保溫闆應用于高鐵路基的適應性。研究結果錶明:施加1000萬次動載後,保溫層纍積變形的增長量為0.06 mm,數值很小,不會影響高鐵線路。
채용보온법방치고속철로로기동해시,매설재로기중적보온판재열차동재장기작용하적동력성능、내구성수요통과동재시험진행연구。재합대고철침대단부근수건함유보온층적로기시험단,채용동재시험궤모의고속열차산생적동하재,측시보온판적동응력、동변형,분석보온판응용우고철로기적괄응성。연구결과표명:시가1000만차동재후,보온층루적변형적증장량위0.06 mm,수치흔소,불회영향고철선로。
As thermal insulation approach is used in frost prevention for HSR subgrade,it is required that the embedded insulation board under the persistent dynamic influence of the train be put under dynamic load test for dynamism and durability inspection. T he paper chooses a trail subgrade section-with insulation layers embedded-adjacent to the Shenyang Dalian section along the Harbin Dalian line as the study object. Afterwards,it simulates the dynamic loading imposed as the HSR train passes by to test the dynamic stress and deformation,so as to further analyze the adaptability of the board in HSR operation. T he results indicate that as the loading is imposed 107 times, board deformation increases by 0. 06 mm,which is highly insignificant,therefore its impact on the overall HSR line can be overlooked.