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CBA多孔混凝土热导率的比较研究

A Comparative Study of the Thermal Conductivities of CBA Porous Concretes.

作者信息

Jeong Seung-Tae, Bui Quang-The, Yang In-Hwan

机构信息

Department of Civil Engineering, Kunsan National University, Kunsan 54150, Korea.

出版信息

Materials (Basel). 2022 Jul 27;15(15):5204. doi: 10.3390/ma15155204.

DOI:10.3390/ma15155204
PMID:35955137
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC9369810/
Abstract

Porous concrete has recently gained increasing attention in the construction industry. To improve the properties of porous concrete, coal bottom ash (CBA) was used as the aggregate in the concrete mixtures studied herein. Hybrid CBA aggregates, including a 20% proportion of particles with sizes of 1.22.5 mm and an 80% proportion of particles with sizes of 2.55.0 mm, were used in the mixtures. Various water/cement ratios ranging from 0.25 to 0.35 were used in the mixtures. The effects of compaction at 0.5, 1.5, and 3.0 MPa on the properties of the porous concrete were also examined. The increase in the water/cement ratio reduced the unit weight and thermal conductivity while increasing the porosity of the porous concrete. Although the compaction had a significant impact on the other properties of the porous concrete, the thermal property was not significantly influenced. By using CBA in porous concrete, the mechanical and thermal properties of the concrete were significantly improved. Finally, the relationships between the thermal conductivity and other properties of the porous concrete were investigated.

摘要

多孔混凝土最近在建筑行业中受到越来越多的关注。为了改善多孔混凝土的性能,本文研究中使用煤底灰(CBA)作为混凝土混合物中的骨料。混合物中使用了混合CBA骨料,包括20%比例的粒径为1.22.5毫米的颗粒和80%比例的粒径为2.55.0毫米的颗粒。混合物中使用了0.25至0.35的各种水灰比。还研究了0.5、1.5和3.0兆帕的压实对多孔混凝土性能的影响。水灰比的增加降低了多孔混凝土的单位重量和热导率,同时增加了其孔隙率。尽管压实对多孔混凝土的其他性能有显著影响,但对热性能没有显著影响。通过在多孔混凝土中使用CBA,混凝土的力学和热性能得到了显著改善。最后,研究了多孔混凝土热导率与其他性能之间的关系。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/7e66a773b273/materials-15-05204-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/7a79cb846c5f/materials-15-05204-g001.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/c1aa73dc16d5/materials-15-05204-g003.jpg
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https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/9f8821de9d6b/materials-15-05204-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/5e672af8e42c/materials-15-05204-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/a188f04b1e9f/materials-15-05204-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/c24d5f779538/materials-15-05204-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/6431f86b4441/materials-15-05204-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/6a55f88f189e/materials-15-05204-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/92740ddd4193/materials-15-05204-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/d24e011dd04f/materials-15-05204-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/7e66a773b273/materials-15-05204-g013.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/7a79cb846c5f/materials-15-05204-g001.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/f70646e2d484/materials-15-05204-g002.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/c1aa73dc16d5/materials-15-05204-g003.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/8170898fd363/materials-15-05204-g004.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/9f8821de9d6b/materials-15-05204-g005.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/5e672af8e42c/materials-15-05204-g006.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/a188f04b1e9f/materials-15-05204-g007.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/c24d5f779538/materials-15-05204-g008.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/6431f86b4441/materials-15-05204-g009.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/6a55f88f189e/materials-15-05204-g010.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/92740ddd4193/materials-15-05204-g011.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/d24e011dd04f/materials-15-05204-g012.jpg
https://cdn.ncbi.nlm.nih.gov/pmc/blobs/bf92/9369810/7e66a773b273/materials-15-05204-g013.jpg

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本文引用的文献

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Materials (Basel). 2022 Jan 28;15(3):1035. doi: 10.3390/ma15031035.
2
Selected Strength Properties of Coal Bottom Ash (CBA) Concrete Containing Fly Ash under Different Curing and Drying Conditions.不同养护和干燥条件下含粉煤灰的煤底灰(CBA)混凝土的选定强度特性
Materials (Basel). 2021 Sep 17;14(18):5381. doi: 10.3390/ma14185381.
3
Towards sustainable coal industry: Turning coal bottom ash into wealth.
再生混凝土粉非蒸压加气混凝土热性能的模拟与实验验证
Materials (Basel). 2022 Nov 23;15(23):8341. doi: 10.3390/ma15238341.
4
Strength and Permeability Properties of Pervious Concrete Containing Coal Bottom Ash Aggregates.含有煤底灰集料的透水混凝土的强度和渗透性能
Materials (Basel). 2022 Nov 7;15(21):7847. doi: 10.3390/ma15217847.
迈向可持续煤炭产业:变煤底灰为财富。
Sci Total Environ. 2022 Jan 15;804:149985. doi: 10.1016/j.scitotenv.2021.149985. Epub 2021 Sep 4.
4
A Study on the Thermal Properties of High-Strength Concrete Containing CBA Fine Aggregates.关于含有CBA细集料的高强混凝土热性能的研究。
Materials (Basel). 2020 Mar 25;13(7):1493. doi: 10.3390/ma13071493.
5
Study on the Permeability of Recycled Aggregate Pervious Concrete with Fibers.纤维再生骨料透水混凝土渗透性研究
Materials (Basel). 2020 Jan 10;13(2):321. doi: 10.3390/ma13020321.