摘要
预埋钢管能量桩是一种新型桩埋管形式的地源热泵技术,然而,针对其特殊埋管形式下传热特性的研究却相对较少。针对预埋钢管单U型埋管能量桩的传热管-钢管-混凝土-桩周土的传热特性开展模型试验和数值模拟研究,测得在热-冷循环温度荷载作用下预埋钢管单U型埋管能量桩桩体及桩周土体的温度变化规律;为了对比分析,同时开展了传统绑扎单U型埋管能量桩的传热特性模型试验,并分析了预埋钢管能量桩的适用性。研究结果表明,预埋钢管能量桩的传热性能略低于绑扎埋管能量桩的传热性能;夏季工况两种埋管形式能量桩桩体温度和桩周土体温度最终变化量分别相差23%和16%左右;冬季工况该数值约为14%和18%左右。
The energy pile with embedded steel tube is a new type of ground source heat pump(GSHP) technique in the form of pipe-coupled pile. However, there are few studies focused on thermal response of this new pipe form. Experimental test and numerical simulation were conducted to study the heat transfer from tube to steel tube, to concrete, and to soil of energy piles with single U-shaped embedded steel tube. Temperature variations of surrounding soil and pile shaft under temperature loading of heating-cooling cyclic were measured. The thermal response of the ordinary single U-shaped heat exchanger energy pile with tied tube was also tested for comparative analysis. Finally, the applicability of energy pile with embedded steel tube was analyzed. The results show that the thermal response of energy pile with embedded steel tube is slightly lower than that of energy pile with tied tube. The final temperature of surrounding soil and pile shaft of two types of energy pile varies 23% and 16% in summer, and 14% and 18% in winter.
作者
刘汉龙
吴迪
孔纲强
王成龙
吴宏伟
LIU Han-long WU Di KONG Gang-qiang WANG Cheng-long CHARLES W W Ng(College of Civil Engineering, Chongqing University, Chongqing 400045, China Key Laboratory of New Technology for Construction of Cities in Mountain area of Ministry of Education, Chongqing University, Chongqing 400045, China College of Civil and Transportation Engineering, Hohai University, Nanjing, Jiangsu 210098, China Civil Engineering Department, Hung Kong University of Science and Technology, Hung Kong, China)
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2017年第2期333-340,共8页
Rock and Soil Mechanics
基金
重庆市研究生科研创新项目资助(No.CYB16013)
国家自然科学基金项目(No.51378178
No.51306080)
山地城镇建设与新技术教育部重点实验室开放基金(No.0902071812401)~~