嵌岩斜桩冲击钻进成桩施工工艺研究
CSTR:
作者:
作者单位:

江西省地质工程〈集团〉公司,江西 南昌 330029

作者简介:

通讯作者:

中图分类号:

TU473.1 3

基金项目:


Construction technology for slant rock-socketed piles
Author:
Affiliation:

Jiangxi Geo-engineering〈Group〉 Corporation, Nanchang Jiangxi 330029, 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:

    根据温州港状元岙港区化工码头工程的地层条件和码头的特殊要求,其桩基础设计了嵌岩斜桩,斜度1∶5~1∶6。施工中应用冲击成桩施工工艺。通过自行设计的钢护筒导向架控制桩孔斜度、筒柱式空心锤冲击成孔、橄榄球式混凝土灌注导管灌注混凝土等针对性很强的施工措施,顺利圆满地完成了施工任务。通过桩基检测,桩基质量完全满足规范和设计要求。为类似工程的施工提供了宝贵的经验。

    Abstract:

    According to the ground conditions of the chemical wharf project in the Zhuangyuan’ao Port area of Wenzhou and special requirements of the wharf, slant rock-socketed piles with a slope of 1∶5~1∶6 were designed for the pile foundation. The construction job was successfully completed through taking very specific construction measures, such as the self-designed steel casing guide frame to control pile-hole inclination, percussion drilling with the cylindrical hollow hammer to sink the borehole, the rugby type tremie pipe to pour concrete, and so on. Pile-foundation inspection shows that the pile-foundation quality fully meets the specification. It provides valuable experiences for similar projects.

    参考文献
    相似文献
    引证文献
引用本文

尧在雨,周伏萍,胡培强,等.嵌岩斜桩冲击钻进成桩施工工艺研究[J].钻探工程,2020,47(10):84-88.
YAO Zaiyu, ZHOU Fuping, HU Peiqiang, et al. Construction technology for slant rock-socketed piles[J]. Drilling Engineering, 2020,47(10):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:2020-06-16
  • 最后修改日期:2020-08-19
  • 录用日期:2020-09-11
  • 在线发布日期: 2020-10-23
  • 出版日期:
文章二维码