河南信息南广场基坑支护技术
DOI:
CSTR:
作者:
作者单位:

中国地质大学〈武汉〉,中国地质大学武汉,河南省地矿局测绘地理信息院,河南省地矿建设工程集团有限公司,河南省地矿建设工程集团有限公司

作者简介:

通讯作者:

中图分类号:

TU473.2

基金项目:


Application of Deep Foundation Pit Supporting Technology in Zhengzhou
Author:
Affiliation:

China University of Geosciences,China University of Geosciences,Institute of Surveying Mapping and Geoinformation of Henan,Henan Geology and Mineral Construction Engineering 〈Group〉 Co., Ltd.,Henan Geology and Mineral Construction Engineering 〈Group〉 Co., Ltd.

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:

    河南信息南广场基坑支护工程,分别采用了桩锚支护、微型桩+预应力锚杆复合土钉墙支护和微型桩复合土钉墙支护体系,具体介绍了护坡桩、预应力锚索、微型桩、预应力锚杆、土钉墙、花管桩设计施工方案以及基坑监测变形异常后采用的应急处理方案,技术成果为类似工程的设计施工提供参考。

    Abstract:

    In a foundation pit supporting engineering of Zhenzhou, the pile-anchor support, micro-pile + pre-stressed anchor composite soil nailing wall support and micro-pile composite soil nailing wall support systems are adopted respectively. The paper introduces the design and construction schemes of slope retaining pile, pre-stressed anchor cable, micro pile, pre-stressed anchor, soil nailing wall and perforated pipe pile in detail, as well as the emergency response plan adopted for the abnormity in foundation pit deformation monitoring, this technical achievement provides reference for the design and construction of similar projects.

    参考文献
    相似文献
    引证文献
引用本文

何俊照,李云安,金玉玲,等.河南信息南广场基坑支护技术[J].钻探工程,2018,45(9):84-88.
HE Jun-zhao, LI Yun-an, JIN Yu-ling, et al. Application of Deep Foundation Pit Supporting Technology in Zhengzhou[J]. Drilling Engineering, 2018,45(9):84-88.

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:2018-05-13
  • 最后修改日期:2018-05-13
  • 录用日期:2018-08-19
  • 在线发布日期: 2018-09-30
  • 出版日期:
文章二维码