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黄土地基中能量桩温度场及热交换效率模型试验

曹卫平,  张作鹏,  何展朋,  罗龙平,  李庆,  孔纲强

曹卫平, 张作鹏, 何展朋, 罗龙平, 李庆, 孔纲强. 黄土地基中能量桩温度场及热交换效率模型试验[J]. 交通运输工程学报, 2026, 26(1): 224-235. doi: 10.19818/j.cnki.1671-1637.2026.097
引用本文: 曹卫平, 张作鹏, 何展朋, 罗龙平, 李庆, 孔纲强. 黄土地基中能量桩温度场及热交换效率模型试验[J]. 交通运输工程学报, 2026, 26(1): 224-235. doi: 10.19818/j.cnki.1671-1637.2026.097
CAO Wei-ping, ZHANG Zuo-peng, HE Zhan-peng, LUO Long-ping, LI Qing, KONG Gang-qiang. Model tests on temperature field and heat exchange efficiency of energy pile in loess foundation[J]. Journal of Traffic and Transportation Engineering, 2026, 26(1): 224-235. doi: 10.19818/j.cnki.1671-1637.2026.097
Citation: CAO Wei-ping, ZHANG Zuo-peng, HE Zhan-peng, LUO Long-ping, LI Qing, KONG Gang-qiang. Model tests on temperature field and heat exchange efficiency of energy pile in loess foundation[J]. Journal of Traffic and Transportation Engineering, 2026, 26(1): 224-235. doi: 10.19818/j.cnki.1671-1637.2026.097

黄土地基中能量桩温度场及热交换效率模型试验

doi: 10.19818/j.cnki.1671-1637.2026.097
基金项目: 

国家自然科学基金项目 51078308

陕西省自然科学基础研究计划一般项目 2024JC-YBMS-299

详细信息
    作者简介:

    曹卫平(1969-),男,陕西杨凌人,教授,博士生导师,工学博士,E-mail: wp_cao@163.com

  • 中图分类号: U416

Model tests on temperature field and heat exchange efficiency of energy pile in loess foundation

Funds: 

National Natural Science Foundation of China 51078308

Natural Science Basic Research Program of Shaanxi Province 2024JC-YBMS-299

More Information
    Corresponding author: CAO Wei-ping, professor, PhD, E-mail: wp_cao@163.com
Article Text (Baidu Translation)
  • 摘要: 为研究黄土地基中能量桩热交换效率特性,开展了夏季/冬季模式下不同饱和度黄土中能量桩模型试验。试验采用了饱和度分别为42%、69%的重塑黄土,模型桩为钢筋混凝土预制桩,内置了U型、W型2种换热管,桩径采用了50、65、80 mm三种规格,利用埋入/静力压入2种方式将能量桩设置在黄土中。试验结果表明:桩土温度场表现出明显的三维特征,桩土热量交换以水平方向为主,能量桩温度水平影响范围不小于3倍桩径;桩侧土温度梯度与黄土饱和度、运行模式、施工挤土效应及换热管型式密切相关;整体上,夏季模式下能量桩热交换效率低于冬季模式,夏季模式下黄土饱和度较高时热交换效率也较高,而冬季模式下相反;不论冬季模式还是夏季模式,黄土饱和度相同时,W型换热管埋入桩热交换效率高于U型换热管静压桩,U型换热管埋入桩的热交换效率最低,桩径为50、65 mm能量桩的热交换效率基本相当,而桩径为80 mm能量桩的热交换效率显著降低;与非挤土桩相比,挤土桩能平均提高热交换效率约13.7%。

     

  • 图  1  模型试验装置(单位:mm)

    Figure  1.  Model test setup (unit: mm)

    图  2  能量桩

    Figure  2.  Energy piles

    图  3  直径50 mm能量桩夏季模式下的稳态温度场

    Figure  3.  Steady temperature field of energy piles in summer operation mode (D=50 mm)

    图  4  直径50 mm能量桩冬季模式下的稳态温度场

    Figure  4.  Steady temperature field of energy piles in winter operation mode (D=50 mm)

    图  5  直径65 mm能量桩夏季模式下的稳态温度场

    Figure  5.  Steady temperature field of energy piles in summer operation mode (D=65 mm)

    图  6  直径65 mm能量桩冬季模式下的稳态温度场

    Figure  6.  Steady temperature field of energy piles in winter operation mode (D=65 mm)

    图  7  直径80 mm能量桩夏季模式下的稳态温度场

    Figure  7.  Steady temperature field of energy piles in summer operation mode (D=80 mm)

    图  8  直径80 mm能量桩冬季模式下的稳态温度场

    Figure  8.  Steady temperature field of energy piles in winter operation mode (D=80 mm)

    图  9  黄土地基饱和度对能量桩热交换效率的影响

    Figure  9.  Effect of loess foundation saturation degree on heat exchange efficiency of energy piles

    图  10  换热管型式对能量桩热交换效率的影响

    Figure  10.  Effect of heat exchanger type on heat exchange efficiency of energy piles

    图  11  桩径对能量桩热交换效率的影响

    Figure  11.  Effect of pile diameter on heat exchange efficiency of energy piles

    图  12  能量桩施工方法对热交换效率的影响

    Figure  12.  Effect of energy pile construction method on heat exchange efficiency

    图  13  热交换效率综合对比

    Figure  13.  Comprehensive comparison of heat exchange efficiency

    表  1  黄土物理力学性质

    Table  1.   Physical and mechanical properties of loess

    土类型 含水量/% 密度/(g·cm-3) 孔隙比 土粒相对体积质量 饱和度/% 导热系数/(W·m-1·K-1) 比热容/(kJ·m-3·K-1)
    原状黄土 15.4 1.56 0.98 2.67 42 0.68 2 151
    重塑黄土① 15.2 1.58 0.95 42 0.68 2 177
    重塑黄土② 23.8 1.72 0.92 69 1.08 2 460
    下载: 导出CSV

    表  2  模型试验方案

    Table  2.   Model test schemes

    试验编号 桩径/mm 换热管型 土体饱和度/% 桩入土方式
    ① 50 U型 42 埋入
    ② 50 U型 42 静压
    ③ 50 U型 69 埋入
    ④ 50 U型 69 静压
    ⑤ 50 W型 42 埋入
    ⑥ 50 W型 69 埋入
    ⑦ 65 U型 42 埋入
    ⑧ 65 U型 42 静压
    ⑨ 65 U型 69 埋入
    ⑩ 65 U型 69 静压
    ⑪ 65 W型 42 埋入
    ⑫ 65 W型 69 埋入
    ⑬ 80 U型 42 埋入
    ⑭ 80 U型 42 静压
    ⑮ 80 U型 69 埋入
    ⑯ 80 U型 69 静压
    ⑰ 80 W型 42 埋入
    ⑱ 80 W型 69 埋入
    下载: 导出CSV
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出版历程
  • 收稿日期:  2025-01-19
  • 录用日期:  2025-11-27
  • 修回日期:  2025-11-09
  • 刊出日期:  2026-01-28

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