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考虑冻结管影响范围的多管冻结温度场研究 被引量:5

Multi-tube Freezing Temperature Field Considering Range of Influence of Freezing Tubes
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摘要 冻结法施工中,冻结管的布置间距往往大于单管冻结锋面半径,且考虑到冻结管影响范围有限,为增强冻结温度场计算的准确性,基于势函数叠加原理,推导双管冻结叠加稳态温度场的计算公式,并将其周期化得到单排等距多管稳态温度场。结合依托工程的地层参数,通过数值模拟对推导公式进行验证。研究表明:1)考虑相邻冻结管叠加影响范围有限性的双管稳态温度场计算公式能较准确地预测出一般冻结期内的温度分布规律;2)在双管温度叠加区内,冻结管连线中点为中垂线温度的最低点,且随着冻结管间距的减小,该点温度不断下降,但中垂线上冻结壁厚度并不改变;3)随着冻结壁厚度的增加,双管稳态温度场接近加强单管稳态温度场。 In ground freezing construction,the spacing of freezing tubes is always larger than the freezing front radius of a single pipe and the influence range of the freezing tubes is limited.To improve the calculation accuracy of freezing temperature field,a formula for the superimposed steady-state temperature field for double-tube freezing is derived based on the superimposition principle of potential function.And it is periodized to obtain a single-row equidistant multi-tube steady-state temperature field,which is verified by numerical simulation according to the formation parameters of the engineering project.The results of the study indicate the following:(1)The formula for calculating the double-tube steady-state temperature field,considering the finiteness of the superimposed range of influence of the adjacent frozen tubes,can accurately predict the temperature distribution during freezing.(2)In the temperature superimposition zone of the double-tube,the midpoint of the freezing-pipe connection line is the lowest temperature point on the midperpendicular line,and as the spacing of the freezing tubes decreases,the temperature at this point decreases,while the thickness of the frozen wall does not change across the mid-perpendicular line.(3)As the thickness of the frozen wall increases,the double-tube steady-state temperature field approaches the enhanced single-tube steady-state temperature field.
作者 向亮 叶飞 梁兴 欧阳奥辉 赵汝亮 XIANG Liang;YE Fei;LIANG Xing;OUYANG Aohui;ZHAO Ruliang(China Railway First Survey and Design Institute Group Co.,Ltd.,Xi′an 710043,Shaanxi,China;School of Highway,Chang′an University,Xi′an 710064,Shaanxi,China;Tianjin Municipal Engineering Design&Research Institute,Tianjin 300450,China)
出处 《隧道建设(中英文)》 CSCD 北大核心 2021年第1期52-59,共8页 Tunnel Construction
基金 国家自然科学基金面上项目(51678062)。
关键词 盾构隧道 人工冻结法 多管冻结温度场 冻结管 势函数叠加原理 红砂岩地层 shield tunnel artificial freezing method multi-tube freezing temperature field freezing tube potential function superimposition principle red sandstone stratum
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