Architecture & Civil Engineering

Carbonation Properties and Pore Characteristics of Different Interfaces in Recycled Lump/Aggregate Concrete

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  • State Key Laboratory of Subtropical Building Science,South China University of Technology,Guangzhou 510640,Guangdong,China
吴波(1968-),男,博士,研究员,主要从事建筑固废再生利用与结构抗灾研究。

Received date: 2022-09-30

  Online published: 2022-11-10

Supported by

Key-Area Research and Development Program of Guangdong Province(2019B111107003);the National Natural Science Foundation of China(52078219)

Abstract

Scientifically grasping the durability performance of the recycled lump/aggregate concrete (RLAC) is of great significance for promoting the engineering application of this type of concrete. In this paper, to reveal the carbonation properties of the stone-mortar interface and the new mortar-old mortar interface in RLAC, rapid carbonation tests of these two kinds of interfaces and the mortar matrix were carried out, and the porosity of the new mortar-old mortar interfacial transition zone was investigated through backscatter electron images. The results show that the carbonization depth of the interfacial transition zone is greater than that of the mortar matrix, and the closer to the interface, the greater the degree of carbonization, showing an obvious two-dimension carbonization superposition phenomenon. The interface carbonization depths of the stone-mortar specimens vary from 26 to 46 mm, while those of the mortar-mortar specimens are only 7~15 mm. As compared with the new mortar-old mortar interface, the carbonization depth of the stone-mortar interface is much greater, indicating the latter interface having a weaker carbonization resistance. The water-to-cement ratio of the new mortar has a great influence on the carbonation performance of the new mortar-old mortar interface, and the related reduction in carbonization depth is between 15% and 52%, while the water-to-cement ratio of the old mortar has no obvious effect on the carbonation performance of such interface. When the water-to-cement ratio of the new mortar is fixed, the porosity of the new mortar-old mortar interface is almost unchanged with the water-to-cement ratio of the old mortar. However, when the water-to-cement ratio of the old mortar is fixed, the porosity of such interface decreases greatly with the reducing of the water-to-cement ratio of the new mortar. There thus comes to the conclusion that, in practical engineering, the carbonation performance of the new mortar-old mortar interface can be effectively improved by controlling the water-to-cement ratio of the new mortar.

Cite this article

WU Bo, HUANG Tingting . Carbonation Properties and Pore Characteristics of Different Interfaces in Recycled Lump/Aggregate Concrete[J]. Journal of South China University of Technology(Natural Science), 2023 , 51(7) : 52 -60 . DOI: 10.12141/j.issn.1000-565X.220637

References

1 EVANGELISTA L, DE BRITO J .Concrete with fine recycled aggregates:a review[J].European Journal of Environmental and Civil Engineering201418(2):129-172.
2 KISKU N, JOSHI H, ANSARI M,et al .A critical review and assessment for usage of recycled aggregate as sustainable construction material[J].Construction and Building Materials2017131(30):721-740.
3 CORINALDESI V .Mechanical and elastic behaviour of concretes made of recycled-concrete coarse aggregates[J].Construction and Building Materials201024(9):1616-1620.
4 WANG Z, WANG L, CUI Z,et al .Effect of recycled coarse aggregate on concrete compressive strength[J].Transactions of Tianjin University201117(3):229-234.
5 KOU S, ZHAN B, POON C .Feasibility study of using recycled fresh concrete waste as coarse aggregates in concrete[J].Construction and Building Materials201228(1):549-556.
6 ANDREU G, MIREN E .Experimental analysis of properties of high performance recycled aggregate concrete[J].Construction and Building Materials201452(15):227-235.
7 KOU S, POON C .Effect of the quality of parent concrete on the properties of high performance recycled aggregate concrete[J].Construction and Building Materials201577(15):501-508.
8 PEDRO D, DE BRITO J, EVANGELISTA L .Structural concrete with simultaneous incorporation of fine and coarse recycled concrete aggregates:mechanical,durability and long-term properties[J].Construction and Building Materials2017154(15):294-309.
9 LONG L, POON C, XIAO J,et al .Effect of carbonated recycled coarse aggregate on the dynamic compressive behavior of recycled aggregate concrete[J].Construction and Building Materials2017151(1):52-62.
10 邸芃,付翠萍 .废弃混凝土破碎工艺及再生骨料的利用研究[C]∥2014中国环境科学学会学术年会论文集.成都:中国环境科学学会,2014:5639-5643.
11 吴波,刘琼祥,刘伟,等 .钢管再生混合构件初探[J].工程抗震与加固改造200830(4):120-124.
  WU Bo, LIU Qiong-xiang, LIU Wei,et al .Preliminary study on steel recycled mixed members[J].Earthquake Resistance and Reinforcement of Engineering200830(4):120-124.
12 严华 .再生混合混凝土及薄壁圆钢管再生混合短柱的轴压徐变性能试验研究[D].广州:华南理工大学,2014
13 余勇 .再生块体混凝土常温及高温后力学性能研究 [D].广州:华南理工大学,2019
14 金和卯 .再生块体混凝土的疲劳性能研究[D].广州:华南理工大学,2020
15 WU B, LI Z .Mechanical properties of compound concrete containing demolished concrete lumps after freeze-thaw cycles[J].Construction and Building Materials2017155(30):187-199.
16 WU B, YAN J .Influences of size and shape of demolished concrete lumps on compressive behavior of compound concrete[J].Construction and Building Materials2021269(1):121317.
17 JIAN S, WU B .Compressive behavior of compound concrete containing demolished concrete lumps and recycled aggregate concrete[J].Construction and Building Materials2021272(22):121624.
18 LIN L, WU B .Water permeability behavior of recycled lump/aggregate concrete[J].Construction and Building Materials2022323(14):126508.
19 SILVA R V, NEVES R, DE BRITO J .Carbonation behaviour of recycled aggregate concrete[J].Cement & Concrete Composites201562:22-32.
20 申健,牛荻涛,王艳,等 .再生混凝土耐久性能研究进展[J].材料导报201630(3):89-94,100.
  SHEN Jian, NIU Ditao, WANG Yan,et al .Research progress on durability of recycled concrete[J].Materials Reports201630(3):89-94,100.
21 王吉云 .再生骨料碳化处理对再生混凝土渗透性和界面的影响[D].长沙:湖南大学,2017
22 PAPADAKIS V G, VAYENAS C G, FARDIS M N .Experimental investigation and mathematical modeling of the concrete carbonation problem[J].Chemical Engineering Science199146(5/6):1333-1338.
23 牛海成,范玉辉,张向冈,等 .再生混凝土抗碳化性能试验研究[J].硅酸盐通报201837(1):59-66.
  NIU Hai-cheng, FAN Yu-hui, ZHANG Xiang-gang,et al .Experimental study on carbonation behaviour of recycled concrete[J].Bulletin of the Chinese Ceramic Society201837(1):59-66.
24 沈奇真 .碳化与荷载耦合作用下水泥基材料微结构演变与预测模型[D].南京:东南大学,2018
25 MI R, PAN G, SHEN Q .Carbonation modelling for cement-based materials considering influences of aggregate and interfacial transition zone[J].Construction and Building Materials2019229(30):116925.
26 GARBOCZI E J, BENTZ D P .Multiscale analytical/numerical theory of the diffusivity of concrete[J].Advanced Cement Based Materials19988(2):77-88.
27 普通混凝土长期性能和耐久性能试验方法标准: [S].
28 建筑砂浆基本性能试验方法标准: [S].
29 STUTZMAN P E, CLIFTON J R .Specimen preparation for scanning electron microscopy[C]∥Proceedings of the Twenty-First International Conference on Cement Microscopy.Nevada:National Institute of Standards and Technology,1999:10-22.
30 KJELLSEN K O, MONSY A, ISACHSEN K,et al .Preparation of flat-polished specimens for SEM-backscattered electron imaging and X-ray microanalysis-importance of epoxy impregnation[J].Cement and Concrete Research200333(4):611-616.
31 WONG H S, HEAD M K, BUENFELD N R .Pore segmentation of cement-based materials from backscattered electron images[J].Cement and Concrete Research200636(6):1083-1090.
32 JIANG Z, HUANG Q, XI Y,et al .Experimental study of diffusivity of the interfacial transition zone between cement paste and aggregate[J].Journal of Materials in Civil Engineering201628(10):04016109/1-8.
33 WU K, SHI H, XU L,et al .Microstructural characterization of ITZ in blended cement concretes and its relation to transport properties[J].Cement and Concrete Research201679:243-256.
34 DIAMOND S, HUANG J .The ITZ in concrete-a different view based on image analysis and SEM observations[J].Cement and Concrete Composites200123(2/3):179-188.
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