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CRTSⅢ型板式轨道层间离缝下门型筋合理布置研究

全毅 刘学毅 杨荣山

铁道科学与工程学报2016,Vol.13Issue(3):407-413,7.
铁道科学与工程学报2016,Vol.13Issue(3):407-413,7.

CRTSⅢ型板式轨道层间离缝下门型筋合理布置研究

Reasonable arrange ment of door type steel of interlayer gap for CRTSⅢslab track

全毅 1刘学毅 1杨荣山1

作者信息

  • 1. 西南交通大学 高速铁路线路工程教育部重点实验室,四川 成都 610031
  • 折叠

摘要

Abstract

As Chinese independent innovation of slab track structure,there wasnot related research on force of structure and door type steel of CRTSⅢ slab track with interlayer gap so far.In reference to the structure of CRTSⅢslab track,finite element beam -solid model was established.And influences on the force and connec-tion effect of door type steel caused by different position and length of interlayer gap under different loads were analyzed.The results show that interlayer gap that appeared in the plates’boundary has the biggest influence on the connection effect of door type steel under the common effect of train load and negative temperature gradient, concrete at both ends of the track plate broken.So the setting form of encrypting door type steels at both ends of the track plate was put forward in this paper.By comparison,the effect of the arrangement of encrypting steels is better in the condition of interlayer gap.

关键词

CRTSⅢ型板式轨道/门型筋/层间离缝/合理布置

Key words

CRTSⅢslab track/door type steel/interlayer gap/reasonable arrangement

分类

交通工程

引用本文复制引用

全毅,刘学毅,杨荣山..CRTSⅢ型板式轨道层间离缝下门型筋合理布置研究[J].铁道科学与工程学报,2016,13(3):407-413,7.

基金项目

国家自然科学基金重点资助项目(U1434208);国家自然科学基金资助项目 ()

铁道科学与工程学报

OA北大核心CSCDCSTPCD

1672-7029

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