煤炭工程 ›› 2015, Vol. 47 ›› Issue (8): 41-43.doi: 10.11799/ce201508015

• 施工技术 • 上一篇    下一篇

西部软岩冻结井筒砌筑外壁对冻结壁温度场影响研究

姜国静   

  1. 北京中煤矿山工程有限公司
  • 收稿日期:2014-12-12 修回日期:2015-03-04 出版日期:2015-08-12 发布日期:2015-08-19
  • 通讯作者: 姜国静 E-mail:jiangguojing2006@126.com

The research on the freezing temperature field by masonry wall in the western soft rock freeze wellbore

  • Received:2014-12-12 Revised:2015-03-04 Online:2015-08-12 Published:2015-08-19

摘要: 为研究深厚富水软岩地层砌筑混凝土井壁对冻结壁温度场的影响,采用现场实测与回归分析相结合的研究方法,选择在蒙陕地区大海则煤矿主立井掘进过程中进行温度场的监测,研究结果表明:井帮冻结软岩最大融化范围在400~600mm之间,发生在浇筑混凝土的7d内,冻结软岩最大融化距离S与井帮温度T成线性关系;井帮软岩在12~52d后全部重新回冻,软岩全部重新回冻时间D与井帮温度T成线性关系。研究得知,要确保混凝土浇筑后7d强度,应控制井帮温度高于-4.9℃,混凝土入模温度高于16℃。

关键词: 冻结法凿井, 西部软岩, 温度场监测, 井帮温度

Abstract: To study on the freezing wall temperature field by masonry concrete wall in deep soft rock strata within rich water, field test and regression analysis were combined to do the research. a mine shaft was choosen to monitor the temperature field in Mongolia and Shaanxi Provinces during excavation, the results show that: The freezing Well help in soft rock thawed largest range of between 400 ~ 600mm, occurring in the pouring of concrete 7d, freeze soft rock maximum melt distance S and well help temperature T presented a linear relationship;Well help soft rock all over again refreezed in the 12 ~ 52d, soft rock all over again refreezing time D and well help temperature T showed a linear relationship. Research that, to ensure the strength of concrete pouring 7d, the well help temperature should be controlled above the -4.9 ℃, the temperature into the mold of concrete higher than 16 ℃.

Key words: Freezing sinking, Western soft rock, Temperature Monitoring, Well help Temperature

中图分类号: