基于混凝土水化热的大直径灌注桩完整性检测新技术
DOI:
CSTR:
作者:
作者单位:

1. 上海中九工程检测有限公司,上海 200437;2. 中国船舶工业第九设计研究院,上海 200063

作者简介:

通讯作者:

中图分类号:

基金项目:


New technology for testing of large-diameter cast-in-situ pile integrity based on temperature measurement of hydration heat of concrete
Author:
Affiliation:

1. Shanghai NDRI Engineering Testing Co., Ltd., Shanghai 200437, China;2. The Ninth Design & Research Institute of CSSC, Shanghai 200063, China

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:

    提出了基于混凝土水化热的大直径灌注桩桩身完整性检测新技术。无论何种桩身缺陷,同正常混凝土相比,大直径灌注桩在水化、凝结、硬化过程中,释放热量普遍偏少;桩身夹泥等缺陷体甚至不释放热量;同时,缺陷体对热量的传导能力普遍较差。该技术可以通过精确测量大直径灌注桩混凝土水化热而产生的温度梯度,进而判定桩身完整性。通过现场试验验证了该技术的可行性,值得深入研究与推广应用。

    Abstract:

    A new technology is proposed based on the hydration heat of concrete. Compared with normal concrete, no matter what kind of pile defects, the release of the heat is on the low side generally in the hydration,setting and hardening process. Mud and other pile defects do not even release heat. Meanwhile, the thermal conductivity of pile defects is poor generally. Concrete hydration heat and the resulting temperature gradient of the large-diameter cast-in-situ piles can be measured accurately, and thus the pile integrity is determined. The technical feasibility has been demonstrated by field trials, which is worth of application and extension based on next thoroughgoing research.

    参考文献
    相似文献
    引证文献
引用本文

高 飞.基于混凝土水化热的大直径灌注桩完整性检测新技术[J].水运工程,2012(1):18-20.

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: 2012-01-18
  • 出版日期:
文章二维码