[1]殷明旻,向芬,乔建春,等.路基段双块式无砟轨道在线重构整治研究与实践[J].高速铁路技术,2022,13(05):102-106.[doi:10.12098/j.issn.1674-8247.2022.05.020]
 YIN Mingmin,XIANG Fen,QIAO Jianchun,et al.Research and Practice of On-line Reconstruction of Bi﹣block Ballastless Track in Subgrade Section[J].HIGH SPEED RAILWAY TECHNOLOGY,2022,13(05):102-106.[doi:10.12098/j.issn.1674-8247.2022.05.020]
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路基段双块式无砟轨道在线重构整治研究与实践()
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《高速铁路技术》[ISSN:1674-8247/CN:51-1730/U]

卷:
13卷
期数:
2022年05期
页码:
102-106
栏目:
勘察设计
出版日期:
2022-10-01

文章信息/Info

Title:
Research and Practice of On-line Reconstruction of Bi﹣block Ballastless Track in Subgrade Section
文章编号:
1674-8247(2022)05-0102-05
作者:
殷明旻向芬乔建春方宜蒋楚生
(中铁二院工程集团有限责任公司, 成都610031)
Author(s):
YIN MingminXIANG FenQIAO JianchunFANG YiJIANG Chusheng
(China Railway Eryuan Group Co. ,Ltd. ,Chengdu 610031 ,China)
关键词:
双块式无砟轨道 重构 病害整治 上拱
Keywords:
bi-block ballastless trackreconstructiondisease treatmentarch
分类号:
U213.2 + 44
DOI:
10.12098/j.issn.1674-8247.2022.05.020
摘要:
某高速铁路路基段无砟轨道出现上拱病害,且平面上有一定量的偏移,经深入分析,主要原因为路基 基岩在构筑过程中应力重分布作用下的缓慢蠕变。目前该病害尚无根治措施,为整治该段因上拱引起的限 速,决定在线拆除并重构无砟轨道。本文提出的营业线天窗时间内进行无砟轨道重构整治方案,不断道限速 运行,方案可行,效果良好,相关施工经验可为同类工程提供参考。
Abstract:
The ballastless track in the subgrade section of a high-speed railway had the arch disease,and there was a certain amount of offset on the plane. After in-depth analysis,the main reason was identified as the slow creep of subgrade bedrock under the effect of stress redistribution during construction. Currently,this disease can not be cured once and for all. In order to solve the speed limit problem caused by the arch disease of this section,the ballastless track was dismantled and then reconstructed in an online manner. This paper provides a scheme of reconstructing the ballastless track within the skylight time of the operating line while keeping the line operating at a limited speed. This scheme is proven feasible,with good effect,and the construction experience can provide a reference for similar projects.

参考文献/References:

[1] 杨永明. 高速铁路无砟轨道整治效果评估方法探讨[J]. 铁道标 准设计, 2015, 59(10): 64 - 68. YANG Yongming. An Approach to Quantitative Assessment Method for the Remedy of Ballastless Track of High-Speed Railway[J]. Railway Standard Design, 2015, 59(10): 64 - 68.
[2] 铁运
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[3] 朱兴永, 蔡德钩, 戚志刚, 等. 高速铁路无砟轨道区段路基上拱 整治技术[J]. 铁道建筑, 2018, 58(5): 87 - 89. ZHU Xingyong, CAI Degou, QI Zhigang, et al. Treatment Method of Subgrade Heaving in Ballastless Track Section of High Speed Railway [J]. Railway Engineering, 2018, 58(5): 87 - 89.
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[5] TB 10754— 2018 高速铁路轨道工程施工质量验收标准[S]. TB 10754— 2018 Standard for Acceptance of Track Works in High- Speed Railway[S].
[7] 李强. 高速铁路隧道无砟轨道上拱整治技术研究[J]. 铁道标准 设计, 2019, 63(7): 117 - 123. LI Qiang. Research on Treatment Technology for Ballastless Track Upwarp of High-Speed Railway Tunnels[J]. Railway Standard Design, 2019, 63(7): 117 - 123.
[8] 王鹏程, 尧俊凯, 陈锋, 等. 无砟轨道路基上拱原因试验研究[J]. 铁道建筑, 2018, 58(1): 43 - 46. WANG Pengcheng, YAO Junkai, CHEN Feng, et al. Experimental Study on Heaving Cause of Ballastless Track Subgrade[J]. Railway Engineering, 2018, 58(1): 43 - 46.

备注/Memo

备注/Memo:
收稿日期:2022 -04 -29
作者简介:殷明旻(1975 -),男,高级工程师。
更新日期/Last Update: 2022-10-01