液态CO2新型冷媒地层冻结试验研究

    Experimental Study of Artificial Ground Freezing Using Liquid CO2 as New Cold Transfer Medium

    • 摘要: 人工冻结法采用CaCl2盐水作为冷媒由来已久,面向地下工程对地层加固高强度和短时效的新要求,传统盐水冻结常难以满足条件,而以超低温工质作为冷媒的深冷冻结在理论上被认为是冻结法解决这一问题的重要发展方向。为了给深冷冻的设计与施工提供指导,本文依托自行研制的新式制冷设备,首次完成了液态CO2冷媒的双排管原位冻结试验,全面分析了冻结效果并与传统盐水冷媒作了对比。结果表明:新型冷媒温度降低速度极快,开机1天即可降至-30℃,3天后达到-40℃以下并逐渐稳定;沿冻结管纵向所形成的冻结壁具有较高的均匀性,标准冻结段最大温差不超过4.5℃;冻结壁实现局部交圈只需要3天,竖向形成连续可靠的冻结壁只需要7天,相比传统盐水冷媒节约时间3倍上;在冻结全过程中冻土发展速度均大于盐水冻结,且冻结时间越长增幅越大,冻结第20天、30天、40天的发展速度分别提高31%、35%和40%。“梅花状”双排管布置所形成的冻结壁大致成“V”形分布,纵向上冻土超出冻结管下端约600mm,水平向冻结36天总厚度可达到3.06m,平均温度降至−20.1℃;靠近地表的保温段在试验结束时单侧冻结壁厚度为350mm,相比标准冻结段的1103mm,扩展范围减少约2/3,土体温度升高10℃以上,外壁保温可以有效减少新型冷媒的冷量散失。

       

      Abstract: The artificial ground freezing (AGF) has been using CaCl2 brine as cold medium for a long time, but for the new requirements of underground engineering on the high strength and short duration of ground reinforcement, the traditional brine medium is often difficult to meet the new conditions, and deep freezing with ultra-low temperature mass as the refrigerant is theoretically considered to be an important direction for the AGF method to solve this problem. In order to provide guidance for the design and construction of deep freezing, this paper completed the first in-situ test of liquid CO2 medium with double-row freezing pipes by using the new refrigeration equipment, and comprehensively analyzed the freezing effect and compared with the traditional brine medium. The results show that: the new refrigerant temperature decreases very quickly, and can be reduced to -30℃ in 1 day after starting the machine, and reaches below -40℃ in 3 days, then gradually remains stable. It takes only 3 days for the freezing wall to be partially closed, and 7 days for the vertical formation of continuous and reliable freezing wall, which saves 3 times of time compared with traditional brine freezing. In the whole process of freezing, the development rate of frozen soil of the new CO2 medium is greater than that of brine freezing, and the longer the freezing time, the greater the increase, the rate of 20 days, 30 days, 40 days increased by 31%, 35% and 40% respectively. The freezing wall formed by the "plum blossom " double-row pipe is roughly "V" shaped distribution, the vertical frozen soil exceeds the lower pipe end by about 600mm, and the total thickness of frozen soil can reach 3.06m in the horizontal direction for 36 days freezing, while the average temperature of freezing wall can drop to -20.1°C. In the insulation section near the ground surface, the freezing wall thickness on one side at the end of the test was 350 mm, compared with 1103 mm in the standard freezing section, the extension was reduced by about 2/3, and the soil temperature increases more than 10 ℃, the outer wall insulation of freezing pipe could effectively reduce the cold loss of the new cold transfer medium.

       

    /

    返回文章
    返回