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桥上CRTS II型板式轨道裂缝及钢筋锈蚀时变规律

郭建光 元强 曾志平

铁道科学与工程学报2016,Vol.13Issue(8):1466-1473,8.
铁道科学与工程学报2016,Vol.13Issue(8):1466-1473,8.

桥上CRTS II型板式轨道裂缝及钢筋锈蚀时变规律

Monitoring of the evolution of crack and steel bar corrosion of CRTS II slab trackon bridge

郭建光 1元强 2曾志平2

作者信息

  • 1. 沪昆铁路客运专线 江西有限责任公司,江西 南昌33000
  • 2. 中南大学 土木工程学院,湖南 长沙410075
  • 折叠

摘要

Abstract

A monitoring system was installed in CRTS II slab track on bridge in this study,which can monitor the track temperature field,the typical crack change rules and internal steel bar corrosion rate.The results show that the crack daily variations of the slab and base are about 0.2 mm and 0.1 mm respectively.The crack width of the slab and base increased with the decrease of temperature.The change of the base crack is obviously lower than that of the slab,which is consistent with the temperature field distribution of the slab track.The monitoring data of the steel corrosion rate of two years indicates that in spite of the low corrosion rate of the internal steel, the corrosion rate increases with time.If the crack is not repaired timely,the design service life of ballastless track will not be secured.

关键词

CRTS II 型板式无砟轨道/裂缝/耐久性/锈蚀

Key words

CRTS II slab track/crack/durability/corrosion

分类

交通工程

引用本文复制引用

郭建光,元强,曾志平..桥上CRTS II型板式轨道裂缝及钢筋锈蚀时变规律[J].铁道科学与工程学报,2016,13(8):1466-1473,8.

基金项目

中国铁路总公司科技研究开发计划项目 ()

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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