Thermal performance of novel cast-in-place energy piles equipped with multipurpose steel pipe heat exchangers (SPHXs)
被引:6
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作者:
Lee, Seokjae
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机构:
Korea Inst Ocean Sci & Technol, Coastal Dev & Ocean Energy Res Ctr, Busan 49111, South KoreaKorea Inst Ocean Sci & Technol, Coastal Dev & Ocean Energy Res Ctr, Busan 49111, South Korea
Lee, Seokjae
[1
]
Park, Sangwoo
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机构:
Korea Mil Acad, Dept Civil Engn & Environm Sci, Seoul 01805, South KoreaKorea Inst Ocean Sci & Technol, Coastal Dev & Ocean Energy Res Ctr, Busan 49111, South Korea
Park, Sangwoo
[2
]
Ahn, Dongwook
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机构:
POSCO, Steel Struct Res Grp, Incheon 21985, South KoreaKorea Inst Ocean Sci & Technol, Coastal Dev & Ocean Energy Res Ctr, Busan 49111, South Korea
Ahn, Dongwook
[3
]
Choi, Hangseok
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机构:
Korea Univ, Sch Civil Environm & Architectural Engn, Seoul 02841, South KoreaKorea Inst Ocean Sci & Technol, Coastal Dev & Ocean Energy Res Ctr, Busan 49111, South Korea
Choi, Hangseok
[4
]
机构:
[1] Korea Inst Ocean Sci & Technol, Coastal Dev & Ocean Energy Res Ctr, Busan 49111, South Korea
[2] Korea Mil Acad, Dept Civil Engn & Environm Sci, Seoul 01805, South Korea
[3] POSCO, Steel Struct Res Grp, Incheon 21985, South Korea
[4] Korea Univ, Sch Civil Environm & Architectural Engn, Seoul 02841, South Korea
A novel large-diameter cast-in-place energy pile equipped with steel pipe heat exchangers substitutes steel pipes for deformed rebars as not only main reinforcements but also heat exchangers. In this study, comprehensive field experiments and numerical analyses were conducted to evaluate the thermal performance of the novel energy pile. The two energy piles equipped with steel pipe heat exchangers were constructed in a test bed to perform in situ thermal performance tests. Then, a computational fluid dynamics model was developed and verified by comparing with the field test results. The developed numerical model was used for conducting a series of parametric studies with consideration of the relevant influential factors. The thermal conductivities of concrete and ground formations influence the thermal performance of the energy piles equipped with the steel pipe heat exchanger. In addition, the optimum flow rate considering the thermal performance and hydraulic power turned out to be 11.35 L/min for the 8 pairs of U-tube SPHX energy pile with 31.8-mm-diameter steel pipes. Note that the configurations of the steel pipe heat exchanger should be designed simultaneously considering the construction cost and thermal performance because an excessive number of steel pipes does not guarantee a proportional increase in the heat exchange amount of the steel pipe heat exchanger energy pile for the given borehole volume.
机构:
State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of SciencesState Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
WANG Xinbin
CHEN Kun
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State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of SciencesState Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
CHEN Kun
YU Qihao
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State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of SciencesState Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
YU Qihao
GUO Lei
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State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of SciencesState Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
GUO Lei
YOU Yanhui
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机构:
State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of SciencesState Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
YOU Yanhui
JIN Mingyang
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机构:
State Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
University of Chinese Academy of SciencesState Key Laboratory of Frozen Soil Engineering, Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
机构:
Korea Inst Ocean Sci & Technol KIOST, Ocean Space Dev & Energy Res Dept, Busan 49111, South KoreaKunsan Natl Univ, Dept Civil Engn, Gunsan Si 54150, South Korea
Han, Taek Hee
Park, Sangwoo
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Korea Mil Acad, Dept Civil Engn & Environm Sci, Seoul 01805, South KoreaKunsan Natl Univ, Dept Civil Engn, Gunsan Si 54150, South Korea
Park, Sangwoo
Hwang, Chaemin
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机构:
Korea Univ, Sch Civil Environm & Architectural Engn, Seoul 02841, South KoreaKunsan Natl Univ, Dept Civil Engn, Gunsan Si 54150, South Korea
Hwang, Chaemin
Choi, Hangseok
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机构:
Korea Univ, Sch Civil Environm & Architectural Engn, Seoul 02841, South KoreaKunsan Natl Univ, Dept Civil Engn, Gunsan Si 54150, South Korea
机构:
College of Environment and Architecture, University of Shanghai for Science and Technology, ShanghaiCollege of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai
Wang W.
Jiang D.
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机构:
College of Environment and Architecture, University of Shanghai for Science and Technology, ShanghaiCollege of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai
Jiang D.
Guan Z.
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机构:
State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, ShanghaiCollege of Environment and Architecture, University of Shanghai for Science and Technology, Shanghai
Guan Z.
[J].
Guan, Zhongguo,
2018,
Chinese Vibration Engineering Society
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: 79
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