洋山四期自动化码头堆场轨道槽施工技术
DOI:
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

基金项目:


Construction technology of track groove for fully automatic terminal storage yard in Yangshan Port Ⅳ Project
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    针对洋山四期自动化码头堆场新型布置形式和U型槽道砟轨道基础,提出轨道槽二次施工技术,并通过数值模拟对其结构安全性进行分析。结果表明:在设计轨道荷载下,轨道槽二次接高界面处竖向应力在±0.4 MPa内,可保证轨道结构安全性;轨道槽二次接高施工拓宽了施工通道,显著提高了施工机械效率,并保证施工质量;轨道槽均存在不均匀沉降问题,最大累计沉降量达到179 mm,相同轨道不同测点沉降差可达100 mm。本文提出的轨道槽二次接高技术,不仅解决了自动化码头堆场施工通道问题,而且还解决了施工期轨道槽沉降问题。

    Abstract:

    Aiming at the new layout form and the U-shaped groove track foundation of Yangshan phase IV automatic terminal storage yard,the twice construction technology of the track groove is put forward,and the structural safety of the track is analyzed by numerical simulation.The results show that under the design track load,the vertical stress at the interface of the track groove is within ±0.4 MPa,and the safety of the track structure can be ensured.The construction of the track’s twice construction widens the construction channel,improves the construction machinery’s efficiency significantly,and ensures the construction quality.Uneven settlement exists in track construction with a maximum cumulative settlement of 179 mm,and the settlement difference among different measuring points in the same track is up to 100 mm.The twice construction technique proposed solves the problem of both the construction channel of the automatic terminal yard and the settlement of the track foundation in the construction period.

    参考文献
    相似文献
    引证文献
引用本文

王千星,吴恺一.洋山四期自动化码头堆场轨道槽施工技术[J].水运工程,2018(5):199-204.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2018-05-15
  • 出版日期:
文章二维码