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电缆隧道圆形竖井结构设计方法研究

谢阳 赵玉成 武淑敏 李兵兵

铁道标准设计2017,Vol.61Issue(6):111-115,5.
铁道标准设计2017,Vol.61Issue(6):111-115,5.DOI:10.13238/j.issn.1004-2954.2017.06.023

电缆隧道圆形竖井结构设计方法研究

Study on Design Method of Circular Vertical Shaft Structure in Cable Tunnel

谢阳 1赵玉成 2武淑敏 1李兵兵3

作者信息

  • 1. 石家庄铁道大学土木工程学院,石家庄 050043
  • 2. 重庆市铁路(集团)有限公司,重庆 401120
  • 3. 河北省电力勘测设计研究院,石家庄 050031
  • 折叠

摘要

Abstract

As the design of circular vertical shaft is not explicitly defined in various industrial standards, the calculation methods of shaft's lateral pressure and circular horizontal radial load in domestic and foreign norms are analyzed and demonstrated based on the interpretation of relevant criteria, and three calculation methods are used to reach some reasonable conclusions. The results show that Rankine earth pressure formula is applicable to calculating lateral pressure of vertical shaft; reduction factor of 25% is introduced into horizontal radial load; 3 the load-structure method adopts active load and passive load pattern. The design method is mainly based on 2D load-structure method assisted by 3D load-structure method and 3D continuum FEM during the process of structure design.

关键词

圆形竖井/径向荷载/结构设计方法/有限元分析

Key words

Circular vertical shaft/Radial load/Structural design method/FEM

分类

交通工程

引用本文复制引用

谢阳,赵玉成,武淑敏,李兵兵..电缆隧道圆形竖井结构设计方法研究[J].铁道标准设计,2017,61(6):111-115,5.

基金项目

石家庄铁道大学研究生创新项目(yc2016017) (yc2016017)

铁道标准设计

OA北大核心

1004-2954

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