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,面向地层加固高强度和短时效的新要求,传统盐水冻结常难以实现,而以超低温工质作为冷媒的深冷冻结在理论上被认为是解决这一问题的重要方向。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 d即可降至-30℃,3 d后达到-40℃以下并逐渐稳定;沿冻结管方向冻结壁具有较高的均匀性,最大温差不超过4.5℃;冻结壁局部交圈只需3 d,形成连续可靠的冻结壁只需7 d,相比传统盐水节约时间3倍以上;全过程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、第30天、第40天的发展速度分别提高31%,35%,40%。“梅花状”双排管所形成的冻结壁大致成“V”形,纵向上超出冻结管下端约600 mm,水平向冻结36 d总厚度达到3.06 m,平均温度降至−20.1℃;保温段单侧冻结壁厚度为350 mm,相比冻结段的1103 mm,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 long used CaCl2 brine as the cold transfer medium, but for the new requirements of underground engineering on the high strength and short duration of ground reinforcement, the traditional brine medium often fails to meet the new conditions, and deep freezing using an ultra-low temperature working medium as the cold transfer medium is theoretically considered to be an important direction for the AGF method to solve this problem. This paper completes the first in-situ test of liquid CO2 medium with double-row freezing pipes based on self-developed new refrigeration equipment, and comprehensively analyzes the freezing effect and compares it with that of the traditional brine medium. The results show that: the temperature of the new cold transfer medium decreases very quickly, reaching -30 ℃ within 1 day of operation, and reaches below -40 ℃ in 3 days, and then gradually stabilizes. Local closure of the freezing wall takes only 3 days, and the formation of a continuous and reliable freezing wall takes only 7 days, saving more than 3 times the 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 rates on days 20, 30 and 40 increase by 31%, 35% and 40%, respectively. The freezing wall formed by the "plum-blossom" double-row pipes is roughly V-shaped, the frozen soil extends about 600 mm beyond the lower end of the freezing pipes in the vertical direction, and the total thickness of frozen soil reaches 3.06 m in the horizontal direction after 36 days of freezing, while the average temperature of the freezing wall drops to -20.1 ℃. In the insulation section near the ground surface, the freezing wall thickness on one side at the end of the test is 350 mm, compared with 1103 mm in the standard freezing section; the extension is reduced by about 2/3, and the soil temperature rises by more than 10 ℃; therefore, the outer wall insulation of the freezing pipe can effectively reduce the cold loss of the new cold transfer medium.

       

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