低净空条件下地下连续墙施工技术研究
DOI:
作者:
作者单位:

作者简介:

通讯作者:

基金项目:


Research on Construction Technology of Underground ContinuousWall under Conditions of Low Headroom
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
    摘要:

    地下连续墙作为城市地铁围护结构常用的支护方式,施工工艺受周围环境影响较大。针对长沙地铁5 号线华雅站,高架 桥下净空有限成槽、钢筋笼吊装入槽无法正常施工的情况,提出了方锤配合冲击钻成槽、折臂吊分节吊装、钢板焊接连接等解 决方案,并对毗邻的高架桥提出了桥墩沉降监测、注浆加固的保护措施。现场施工验证了该施工工艺的合理性,对同类工程施 工有一定借鉴意义。

    Abstract:

    As a supporting method the underground continuous wall is commonly used for urban subway structure, and the construction process is largely influenced by the surrounding environment. The forming slot by limited space under the viaduct and lifting the steel cage into the groove can not be normal construction at Huaya station of Changsha Metro Line 5. In this paper, with the side hammer impact drill into the groove, the section folding arm crane lifting steel plate welded connections solutions, and the concrete protection measures of settlement monitoring and grouting reinforcement for the viaduct are put forward. Site construction confirmed the rationality of the construction process, and the experience can provide reference in the similar case.

    参考文献
    相似文献
    引证文献
引用本文

凌涛,饶永强,周飞,杨维,黄艳琳,刘凯,舒海英.低净空条件下地下连续墙施工技术研究[J].西昌学院学报(自然科学版),2017,31(2):51-54.

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
历史
  • 收稿日期:
  • 最后修改日期:
  • 录用日期:
  • 在线发布日期: 2017-09-13