Method for lifting end-beam-contained ballastless track structure under operation high-speed rail

The invention provides a method for lifting an end-beam-contained ballastless track structure of an operating high-speed rail, and relates to the technical field of railway ballastless track structure repair, comprising the following steps: determining the lifting range and target lifting amount of...

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Hauptverfasser: LI KANG, ZHANG YE, LI SHUMING, LIU RUI, LIU WEN, NIU YABIN, LI RUIFENG, RAO YUNBING, ZHANG XU, DING WEI, LIU XIANGHUI, ZHENG XINGUO, DAI ZONGLIN, ZHANG LIGANG, ZHANG WENDA, HONG JIAN, DOU DONGBIN, JIN HAO, WEI SHAOWEI, CAI DEGOU, LIU JING, PAN YONGJIAN, TAN SHEHUI, LIU JIYUAN, LI HONGFU, LU MANCHENG, CHEN MIN, LI SI, DENG QINGSHAN, HAN ZHENGGUO, ZHOU JUN, YAO JIANPING, CAO YUANDONG, MA CHAOFENG, FENG GUOJIU, DONG ENJIANG, SUN XUAN, HE QING, YANG DEJUN, YU PEIYUN, LOU LIANGWEI, LIANG CHEN, CHAI JINCHUAN, XIE YONGJIANG, ZHANG CHI, SHI WENJIE
Format: Patent
Sprache:chi ; eng
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Zusammenfassung:The invention provides a method for lifting an end-beam-contained ballastless track structure of an operating high-speed rail, and relates to the technical field of railway ballastless track structure repair, comprising the following steps: determining the lifting range and target lifting amount of the end-beam-contained ballastless track structure; a plurality of grouting lifting holes are formed right above the end beam of the ballastless track containing the end beam, armpit feet on the two sides and the ballastless track of the front section and the rear section adjacent to the end beam; meanwhile, grouting materials are injected into the grouting lifting holes in the end beam area, and the ballastless track with the lower end beam is lifted; and after the grouting lifting hole is lifted to the target lifting amount, the grouting lifting hole is densified, and a high-fluidity low-expansibility grouting material is injected to complete filling. According to the method, the grouting lifting holes are formed