Main Measures for Flatness Control of High-speed Railway CRTSⅢ Track Slab
曹继伟 CAO Ji-wei
（高速铁路建造技术国家工程研究中心，长沙 410075；中铁九局集团有限公司，沈阳 110000）
（National Engineering Research Center of High-speed Railway Construction Technology，Changsha 410075，China；
China Railway No.9 Bureau Group Co.，Ltd.，Shenyang 110000，China）
摘要：在具有我国自主知识产权的 CRTS Ⅲ型板式无砟轨道结构中，轨道板主要采用双向先张预应力混凝土结构。轨道板在实体使用中，在运行的过程中曾经有 CRTS Ⅲ型板式无砟轨道板平面度翘曲超偏的问题，，为有针对性的进行平面度控制，本文对轨道板平面度产生影响的两种主要措施方案进行简单介绍，通过两种措施的实施成功解决了高速铁路CRTSⅢ型轨道板翘曲的问题，为高铁的运行安全提供了安全保障。
Abstract: In the CRTS III slab ballastless track structure with China's independent intellectual property rights, the track slab mainly adopts the bidirectional pre-tensioned prestressed concrete structure. In the actual use of the track slab, the flatness of the CRTS III slab ballastless track slab was warped and over-biased during the operation. In order to control the flatness in a targeted manner, this paper has an impact on the flatness of the track slab. The two main measures and schemes of the high-speed railway are briefly introduced. The implementation of the two measures has successfully solved the warping problem of the high-speed railway CRTS III track slab, and provided a safety guarantee for the operation safety of the high-speed railway.
关键词：轨道板；平面度；控制措施；流水机组法
Key words: track slab；flatness；control measures；flow unit method
中图分类号：U213.2 文献标识码：A 文章编号：1006-4311（2022）20-120-03
DOI:10.3969/j.issn.1006-4311.2022.20.040.
文章出处：曹继伟. 高速铁路CRTSⅢ型轨道板平面度控制主要措施[J]. 价值工程,2022,41(20):120-122.
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