桥上CRTSⅡ型板式无砟轨道温度力释放整治研究

钟阳龙, 朱建华, 高亮, 宋天昊, 赵闻强, 仝凤壮, 黄伊琛

铁道工程学报 ›› 2021, Vol. 38 ›› Issue (5) : 36-40.

PDF(836 KB)
PDF(836 KB)
铁道工程学报 ›› 2021, Vol. 38 ›› Issue (5) : 36-40.
长大干线: 线路与轨道

桥上CRTSⅡ型板式无砟轨道温度力释放整治研究

  • 钟阳龙**, 朱建华, 高亮, 宋天昊, 赵闻强, 仝凤壮, 黄伊琛
作者信息 +

Research on the Treatment of Temperature Force Release of CRTSⅡ Slab Ballastless Track on Bridge

  • ZHONG Yanglong, ZHU Jianhua, GAO Liang, SONG Tianhao, ZHAO Wenqiang, TONG Fengzhuang, HUANG Yichen
Author information +
文章历史 +

摘要

研究目的: 为从根本上解决CRTSⅡ型板式无砟轨道在冬季离缝夏季上拱问题,本文提出具有可行性的将纵连式轨道结构解锁成全单元结构的温度力释放方案,引入内聚力单元和混凝土损伤塑性本构建立无砟轨道温度力释放分析模型,分析不同整治方案的温度适应性,并设计全单元方案的纵横向限位方式。
研究结论: (1)弱纵连方案存在轨道结构上拱病害隐患,不能有效地释放轨道结构的温度力;(2)全单元结构能够很好地适应极端温度条件,是一种可行的温度力释放方案;(3)采用全单元方案进行解锁后的轨道结构能够很好地保证横向稳定性,采取灌浆孔植入钢棒方式能保证良好的纵向稳定性;(4)本研究成果可为无砟轨道上拱病害整治提供借鉴和参考。

Abstract

Research purposes: In order to fundamentally solve the problem of the CRTS Ⅱ slab ballastless track gap in winter and arching in summer, a feasible scheme is proposed in this paper, which is unlocking the longitudinally connected track structure into full-unit structure to release temperature force. Based on the cohesive model and the concrete damaged plasticity model, a temperature force release analysis model of CRTSⅡ ballastless slab track was established. The temperature adaptability of different treatment schemes was analyzed and the vertical and horizontal position-limitation methods of full-unit scheme were put forward.
Research conclusions: (1) The weak longitudinal connection scheme has potential hazard of buckling deformation of the track structure and can't effectively release the temperature force of the track structure. (2) The full-unit structure can well adapt to the extreme temperature conditions, which is a feasible temperature force release scheme. (3) The full-unit track structure can ensure the lateral stability, and the method of implanting steel rods into slab grouting holes can ensure longitudinal stability reliably. (4) The research results can be used as reference for treatment of ballastless track upward.

关键词

高速铁路 / 无砟轨道 / 上拱 / 温度力释放 / 内聚力单元

Key words

high-speed railway / ballastless track / arching deformation / temperature force release / cohesive model

引用本文

导出引用
钟阳龙, 朱建华, 高亮, . 桥上CRTSⅡ型板式无砟轨道温度力释放整治研究[J]. 铁道工程学报, 2021, 38(5): 36-40
ZHONG Yanglong, ZHU Jianhua, GAO Liang, et al. Research on the Treatment of Temperature Force Release of CRTSⅡ Slab Ballastless Track on Bridge[J]. Journal of Railway Engineering Society, 2021, 38(5): 36-40
中图分类号: U213.2   

参考文献

[1] Xiao-Pei Cai, Bi-Cheng Luo, Yang-Long Zhong, etc. Arching Mechanism of the Slab Joints in CRTSⅡ Slab Track under High Temperature Conditions[J]. Engineering Failure Analysis,2019,98:95-108.
[2] Yanglong Zhong, Liang Gao, Yanrong Zhang. Effect of Daily Changing Temperature on the Curling Behavior and Interface Stress of Slab Track in Construction Stage[J]. Construction and Building Materials,2018,185:638-647.
[3] 刘英,冯杰.京津城际铁路CRTSⅡ型无砟轨道板拱起病害整治[J].铁道建筑,2016(2):142-145.
Liu Ying, Feng Jie. Treatment of Upheaval of CRTSⅡ-type Ballastless Track Slab for Beijing-Tianjin Intercity Railway[J]. Railway Engineering,2016(2):142-145.
[4] 谭社会.高温条件下Ⅱ型板式轨道变形整治措施研究[J].铁道建筑,2016(5):23-27.
Tan Shehui. Study on Deformation Treatment Measures for CRTSⅡ Slab-type Ballastless Track in High Temperature Condition[J]. Railway Engineering,2016 (5):23-27.
[5] 刘学毅,杨吉龙,姜恒昌,等.双线桥上Ⅱ型板式轨道结构涂刷反射隔热涂层影响分析[J].中南大学学报:自然科学版,2019(4):1005-1012.
Liu Xueyi, Yang Jilong, Jiang Hengchang,etc. Analysis of Application of Reflective and Thermal Insulating Coatings on Double-line Railway Bridge CRTSⅡ Slab Ballastless Track[J]. Journal of Central South University:Science and Technology,2019(4):1005-1012.
[6] 高亮,何宁,任西冲,等.无砟轨道板端上拱变形影响规律研究[J].华中科技大学学报:自然科学版,2020(3):92-97.
Gao Liang, He Ning, Ren Xichong, etc. Research on Effect Law of Arch Deformation of Ballastless Track Slab[J]. Journal of Huazhong University of Science and Technology:Natural Science Edition,2020(3):92-97.
[7] 刘学毅,苏成光,刘丹,等.轨道板与砂浆粘结试验及内聚力模型参数研究[J].铁道工程学报,2017(3):22-28.
Liu Xueyi, Su Chengguang, Liu Dan, etc. Research on the Bond Properties between Slab and CA Mortar and the Parameters Study of Cohesive Model[J]. Journal of Railway Engineering Society,2017(3):22-28.
[8] 蔡小培,钟阳龙,阮庆伍,等.混凝土塑性损伤模型在无砟轨道非线性分析中的应用[J].铁道学报,2019(5):109-118.
Cai Xiaopei, Zhong Yanglong, Ruan Qingwu, etc. Application of Concrete Damaged Plasticity Model to Nonlinear Analysis of Ballastless Track[J]. Journal of the China Railway Society,2019(5):109-118.

基金

基本科研业务费重大项目(2019JBZ002);国家自然科学基金(51908031,U1734206);中国铁路总公司科技研究开发计划课题(P2018G005-4);高速铁路轨道技术国家重点实验室(中国铁道科学研究院集团有限公司)开放基金资助项目(2019YJ197);轨道交通控制与安全国家重点实验室(北京交通大学)重点课题(RC2019ZZ006);中国铁路总公司科技研究开发计划课题(N2018G071)

PDF(836 KB)

6

Accesses

0

Citation

Detail

段落导航
相关文章

/