The Freeze-Sealing Pipe-Roof(FSPR)method,which has been applied for the first time in the Gongbei Tunnel of the Hong Kong-Zhuhai-Macao Bridge,is a new approach of tunnel pre-support that allows flexible adjustment of ...The Freeze-Sealing Pipe-Roof(FSPR)method,which has been applied for the first time in the Gongbei Tunnel of the Hong Kong-Zhuhai-Macao Bridge,is a new approach of tunnel pre-support that allows flexible adjustment of freeze tube arrangement and can be adapted to different environmental conditions.When the FSPR method is used to construct shallow burial submerged tunnels,the frozen wall to hold back groundwater during excavation will be weakened by air and water flows inside and outside the tunnel,and its waterproof performance needs to be further investigated.In this paper,a two-dimensional numerical model of the temperature field considering excavation and moving water boundary is established based on the preliminary design scheme and in-situ conditions and is used to analyze the variation in frozen curtain properties with various active freezing times during excavation.The results show that excavation has a weakening effect on both sides of the frozen wall,with a greater effect on the inner side,and a positive temperature appears in the local area inside the jacked pipe.The concrete fill in the jacked pipe obviously improves the freezing efficiency,and the tunnel excavation after 60 days of active freezing in the interval filling mode can ensure that the frozen soil thickness at the thinnest segment exceeds 2 m,i.e.,the design requirement.In practice,the active freezing time can be extended appropriately to reduce the influence of river water flow above the tunnel.The study serves as a technical reference for the design and implementation of similar projects.展开更多
为提高相变屋面的性能,本文提出了一种冷却塔-内嵌管式相变屋面复合降温系统。基于焓法,建立了系统的数值计算传热模型,数值研究了该系统在福州地区的热性能及节能潜力,探讨了相变材料相变温度、相变材料导热系数以及内嵌管间距的影响,...为提高相变屋面的性能,本文提出了一种冷却塔-内嵌管式相变屋面复合降温系统。基于焓法,建立了系统的数值计算传热模型,数值研究了该系统在福州地区的热性能及节能潜力,探讨了相变材料相变温度、相变材料导热系数以及内嵌管间距的影响,并与传统的无内嵌管相变屋面进行了对比分析。研究发现,相变温度越高,复合降温系统的相变材料越容易完成凝固,但潜热利用率随相变温度的升高呈现先增加后降低的趋势。当相变温度由35℃升高到41℃时,屋面的累计冷负荷由383 k J/m^(2)增大到400 k J/m^(2),增加了4.4%。相变材料导热系数越高、内嵌管间距越小,复合降温系统相比于传统无内嵌管相变屋面的潜热利用优势越显著。当导热系数由0.2 W/(m·K)增加到0.8 W/(m·K)时,复合降温系统的潜热利用率和屋面累计冷负荷分别增加了36.3%和5.1%,而无内嵌管相变屋面的潜热利用率和屋面累计冷负荷分别升高了33.1%和6.3%。当内嵌管间距由500 mm减少到100 mm时,复合降温系统比传统无内嵌管相变屋面的潜热利用提高率由2.7%增大到16.3%,累计冷负荷降低率由3.8%升高到10.9%。研究结果可促进建筑节能和双碳目标的实现。展开更多
基金This research was supported by the National Natural Science Foundation of China(No.52108386)。
文摘The Freeze-Sealing Pipe-Roof(FSPR)method,which has been applied for the first time in the Gongbei Tunnel of the Hong Kong-Zhuhai-Macao Bridge,is a new approach of tunnel pre-support that allows flexible adjustment of freeze tube arrangement and can be adapted to different environmental conditions.When the FSPR method is used to construct shallow burial submerged tunnels,the frozen wall to hold back groundwater during excavation will be weakened by air and water flows inside and outside the tunnel,and its waterproof performance needs to be further investigated.In this paper,a two-dimensional numerical model of the temperature field considering excavation and moving water boundary is established based on the preliminary design scheme and in-situ conditions and is used to analyze the variation in frozen curtain properties with various active freezing times during excavation.The results show that excavation has a weakening effect on both sides of the frozen wall,with a greater effect on the inner side,and a positive temperature appears in the local area inside the jacked pipe.The concrete fill in the jacked pipe obviously improves the freezing efficiency,and the tunnel excavation after 60 days of active freezing in the interval filling mode can ensure that the frozen soil thickness at the thinnest segment exceeds 2 m,i.e.,the design requirement.In practice,the active freezing time can be extended appropriately to reduce the influence of river water flow above the tunnel.The study serves as a technical reference for the design and implementation of similar projects.
基金Project(52078129)supported by the National Natural Science Foundation of ChinaProjects(KYCX22_0268,SJCX21_0031)supported by the Postgraduate Research&Practice Innovation Program of Jiangsu Province,China。
文摘为提高相变屋面的性能,本文提出了一种冷却塔-内嵌管式相变屋面复合降温系统。基于焓法,建立了系统的数值计算传热模型,数值研究了该系统在福州地区的热性能及节能潜力,探讨了相变材料相变温度、相变材料导热系数以及内嵌管间距的影响,并与传统的无内嵌管相变屋面进行了对比分析。研究发现,相变温度越高,复合降温系统的相变材料越容易完成凝固,但潜热利用率随相变温度的升高呈现先增加后降低的趋势。当相变温度由35℃升高到41℃时,屋面的累计冷负荷由383 k J/m^(2)增大到400 k J/m^(2),增加了4.4%。相变材料导热系数越高、内嵌管间距越小,复合降温系统相比于传统无内嵌管相变屋面的潜热利用优势越显著。当导热系数由0.2 W/(m·K)增加到0.8 W/(m·K)时,复合降温系统的潜热利用率和屋面累计冷负荷分别增加了36.3%和5.1%,而无内嵌管相变屋面的潜热利用率和屋面累计冷负荷分别升高了33.1%和6.3%。当内嵌管间距由500 mm减少到100 mm时,复合降温系统比传统无内嵌管相变屋面的潜热利用提高率由2.7%增大到16.3%,累计冷负荷降低率由3.8%升高到10.9%。研究结果可促进建筑节能和双碳目标的实现。
