码头桩基钢套筒灌浆加固修复技术*
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:

国家重点研发计划项目(2022YFB3706504)


Reinforcement and repair technology of steel sleeve and grouting in wharf pile foundation
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:

    针对服役多年码头桩基混凝土出现的破损裂缝问题,依托宁波某码头水工大修工程,对钢套筒、灌浆作业系统及超早强灌浆料等进行设计开发。结合施工工艺形成成套加固修复技术,开展现场施工并进行质量检测。结果表明:超早强灌浆料12 h抗压强度可达到20 MPa以上,其与钢套筒黏结强度可达6 MPa以上,其他性能参数均符合规范要求;使用该成套技术在6个月内成功加固修复232根桩基。

    Abstract:

    In response to the problem of damage and cracks in the pile foundation concrete of wharf that is in service for many years,relying on the hydraulic overhaul project of a certain wharf in Ningbo,we carry out the design and development of steel sleeve,grouting operation system,and ultra early strength grouting material.Combining with the construction process,we form a complete set of reinforcement and repair technology,and carry out the on-site construction and quality test.The results show that the compressive strength of the ultra-early strength grouting material can reach over 20 MPa within 12 hours,and its bonding strength with the steel sleeve can reach over 6 MPa.Other performance parameters comply with the requirements of the specification.The developed complete technology is used to successfully reinforce and repaire 232 pile foundations within 6 months.

    参考文献
    相似文献
    引证文献
引用本文

蔺威威,谷坤鹏,刘思楠,等.码头桩基钢套筒灌浆加固修复技术*[J].水运工程,2024(5):231-236.

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: 2024-05-10
  • 出版日期:
文章二维码