| 注册
首页|期刊导航|长江科学院院报|隧道施工中盾构机吊装对基坑支护结构稳定的影响

隧道施工中盾构机吊装对基坑支护结构稳定的影响

孔庆梅 温森 赵丽敏

长江科学院院报2017,Vol.34Issue(8):125-129,134,6.
长江科学院院报2017,Vol.34Issue(8):125-129,134,6.DOI:10.11988/ckyyb.20160783

隧道施工中盾构机吊装对基坑支护结构稳定的影响

Influence of Shield Lifting on Supporting Structure of Pit During Tunnel Construction

孔庆梅 1温森 1赵丽敏2

作者信息

  • 1. 河南大学土木建筑学院,河南开封475004
  • 2. 河南大学材料与结构研究所,河南开封475004
  • 折叠

摘要

Abstract

Shield lifting is an important procedure in tunnel construction by shield method.Due to the large size of shield,heavy load and short lifting time,lifting process becomes a big risk in shield tunnel construction.During the lifting process,the displacement of continuous wall,the axial forces and deformation of supports were monitored in real time.Finite element method(FEM) was applied because the lifting process is very short and some monitoring programs are difficult to be conducted.Results showed that the data from FEM proved to be effective in comparison with measured data and the excavation is safe during the shield uplifting.The research results provide references for similar projects.

关键词

盾构吊装/隧道施工/数值分析/监测数据/支护结构/基坑支护

Key words

shield lifting/tunnel construction/numerical analysis/monitoring data/supporting structure

分类

建筑与水利

引用本文复制引用

孔庆梅,温森,赵丽敏..隧道施工中盾构机吊装对基坑支护结构稳定的影响[J].长江科学院院报,2017,34(8):125-129,134,6.

基金项目

国家自然科学基金项目(51608174) (51608174)

河南省科技发展计划项目(162102310603) (162102310603)

河南省科技攻关计划项目(152102310299) (152102310299)

长江科学院院报

OA北大核心CSCDCSTPCD

1001-5485

访问量3
|
下载量0
段落导航相关论文