采矿与安全工程学报 ›› 2015, Vol. 32 ›› Issue (1): 119-125.

• 论文 • 上一篇    下一篇

发泡材料隔热条件下单管局部冻结温度场研究

  

  1. 1.中国矿业大学深部岩土力学与工程国家重点实验室,江苏 徐州 221116; 2.中国矿业大学力学与建筑工程学院,江苏 徐州 221116
  • 收稿日期:2014-05-20 出版日期:2015-01-15 发布日期:2015-03-09
  • 作者简介:张涛(1980—),男,山东省莱州市人,讲师,博士研究生,从事井巷工程和人工冻结技术等方面的研究。
  • 基金资助:

    国家高科技研究发展计划(863)项目(2012AA06A401);国家自然科学基金项目(51174194,41474122);深部岩土力学与地下工程国家重点实验室自主研究课题项目(SKLGDUEZ1202)

Research on the single freezing pipe temperature field under the condition of foam material partial insulation

  • Received:2014-05-20 Online:2015-01-15 Published:2015-03-09

摘要: 局部保温冻结技术可解决冻结法在深井开拓工程中遇到的诸多技术问题,并可节约大量冷量。为获得保温材料特性对冻结温度场的影响规律,以外加套管的单管局部保温冻结温度场为研究对象,首先,将相似理论与理论分析相结合,导出了单管局部保温冻结温度场的无量纲数学模型及相应的准则表达式;其次,以无量纲准则作为影响因素,结合数值计算和模拟试验,研究了冻结管采用发泡材料保温条件下的单管局部冻结问题。分析获得了冻结管热流密度与保温材料的比热容、导热系数、保温层外半径等无量纲因素间的关系,提出局部保温冻结工程中保温材料导热系数最佳选用范围应不大于0.035(无量纲),保温层外半径宜为1.4~1.6(无量纲)之间。研究结果具有广泛的适用性,为局部保温技术的设计和应用提供了理论基础和便利条件。

关键词: 人工地层冻结, 局部冻结, 温度场, 单管冻结, 发泡材料

Abstract: Technology of partial insulation can solve challenging problems when freeze sinking method is applied into the deep shaft sinking project, and it can also save a large amount of cold energy. The partial insulation freezing temperature field of single pipe has been used as research object, in order to obtain the effect law of heat preservation material characteristics on the temperature field. Firstly, combined with the method of similarity theory and theoretical research, the dimensionless mathematical model and criterion of corresponding expression which attributed to the single pipe freezing temperature field have been derived. Secondly, combined with numerical calculation and simulation test, single pipe partial freezing problems have been studied under the condition of foam material freezing pipe, with the dimensionless criteria being used as influencing factors. The relationships between freezing-pipe dimensionless heat flux and specific heat,conductive coefficient,outer radius of insulating material have been obtained. The optimum selection range of conductive coefficient should be no greater than 0.035 (dimensionless), and the outer radius of insulating material should be at 1.4~1.6 (dimensionless). The conclusion can be widely applied to frozen engineering fields. It provides a theoretical foundation and convenient conditions for the design and application in the freeze sinking projects.

Key words: artificial ground freezing, partial freezing, temperature field, single pipe freezing, foam material