新型大孔径静态破碎技术的试验研究
DOI:
CSTR:
作者:
作者单位:

核工业南京建设集团有限公司,解放军理工大学工程兵工程学院,解放军理工大学工程兵工程学院,解放军理工大学工程兵工程学院,核工业南京建设集团有限公司

作者简介:

通讯作者:

中图分类号:

U455.41;U455.6

基金项目:


Experimental Study on a New Technology of Static Blasting in Large Diameter Borehole
Author:
Affiliation:

Nuclear Industry Nanjing Construction Co., Ltd.,Engineering Institute of Engineering Corps., PLAUST,Engineering Institute of Engineering Corps., PLAUST,Engineering Institute of Engineering Corps., PLAUST,

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:

    在传统静态爆破的基础上,提出了一种新型大孔径静态爆破技术,使用新型扩孔钻头结合机械堵孔器解决了大孔径静态爆破的冲孔问题。由于孔径的增大,使得破碎剂膨胀压力增大,膨胀剂反应速度加快,加大了堵孔难度。设计的新型扩孔钻头和新型堵孔器进行了孤岩块的大孔径静态爆破试验,试验结果证实了该新型大孔径静态爆破技术的可行性,达到了提高爆破能力和缩短破坏时间的预期目的。为今后的敏感地区岩石爆破工程开挖提供了新途径。

    Abstract:

    Bases on the traditional static blasting, a new technology of static blasting in large diameter borehole is presented; with a new reaming bit and mechanical hole plugging device, hole gushing of static blasting in large diameter borehole was solved. As the hole becoming larger, the expansion pressure increases and the reaction of cracking agent speeds up, these make plugging more difficult. Test of static blasting in large diameter borehole for block rock was made by newly designed reaming bit and hole plugging device, which proves the feasibility of this new technology with expected effects of improving the cracking ability and reducing the cracking time. It is a new way for rock blasting construction in sensitive areas.

    参考文献
    相似文献
    引证文献
引用本文

温尊礼,徐全军,姜楠,等.新型大孔径静态破碎技术的试验研究[J].钻探工程,2013,40(5):72-74.
WEN Zun-li, XU Quan-jun, JIANG nan, et al. Experimental Study on a New Technology of Static Blasting in Large Diameter Borehole[J]. Drilling Engineering, 2013,40(5):72-74.

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:2013-01-21
  • 最后修改日期:2013-01-21
  • 录用日期:2013-04-25
  • 在线发布日期: 2013-05-24
  • 出版日期:
文章二维码