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Article

Excellent Carbonation Behavior of Rankinite Prepared by Calcining the C-S-H: Potential Recycling of Waste Concrete Powders for Prefabricated Building Products

School of Civil and Architecture Engineering, East China Jiaotong University, Nanchang, 330013, China
*
Author to whom correspondence should be addressed.
Materials 2018, 11(8), 1474; https://doi.org/10.3390/ma11081474
Submission received: 23 July 2018 / Revised: 13 August 2018 / Accepted: 16 August 2018 / Published: 19 August 2018
(This article belongs to the Special Issue Environment-Friendly Construction Materials)

Abstract

:
Pure rankinite (C3S2) was prepared by calcining a C-S-H gel precursor at a temperature of 1300 °C. The carbonation hardening behavior of the resulting rankinite was revealed by X-ray diffraction (XRD), Fourier transform-infrared (FT-IR) spectroscopy, thermogravimetry and differential thermal analysis (TG/DTA), and scanning electron microscope (SEM) coupled with energy dispersive spectrum (EDS). The results indicate that the pure rankinite can be easily prepared at a lower temperature. The cubic compressive strengths of the resulting rankinite samples reach a value of 62.5 MPa after 24 h of carbonation curing. The main carbonation products formed during the carbonation process are crystalline calcite, vaterite and highly polymerized amorphous silica gels. The formed carbonation products fill the pores and bind to each other, creating a dense microstructure, which contributes to the excellent mechanical strength. These results provide a novel insight into potential recycling of waste concrete powders for prefabricated building products with lower CO2 emissions.

1. Introduction

At present, China is at the peak of infrastructure construction. The number of new concrete buildings being constructed and old buildings being demolished is enormous. It has been conservatively estimated that China produces nearly 100 million tons of waste concrete each year [1]. Disposal of waste concrete not only requires a large amount of land resources, but also poses serious environmental issues. In this age of greater environmental awareness, an increased number of environmental laws and the desire reduce construction costs, the recycling of waste concrete into recycled aggregate concrete has many benefits, thus, making it an attractive option [2,3,4,5,6,7]. In this way, waste concrete is crushed and the aggregate is separated and recovered. However, the crushing process also produces 25–40% waste concrete powder (WCP). These powders are mainly C-S-H gels, with large specific surface areas, high water demands and have not been well reused in the past [8,9,10,11].
On the other hand, the use of some low-lime calcium silicate phases such as dicalcium silicate (C2S), rankinite (C3S2) and wollastonite (CS) to produce prefabricated buildings by carbonation, with significantly lower carbon dioxide emissions, is creating concern worldwide [12,13,14,15,16]. Rankinite (C3S2) is a low-lime calcium silicate phase. However, the traditional preparation method requires a higher calcination temperature (1460 °C) and cannot be synthesized easily [17].
In this paper, pure C3S2 minerals were prepared by calcining the prepared C-S-H gel precursor. The carbonation hardening behavior of the prepared C3S2 was revealed by X-ray diffraction (XRD), Fourier transform-infrared (FT-IR) spectroscopy, thermogravimetry and differential thermal analysis (TG/DTA), and scanning electron microscope (SEM) coupled with energy dispersive spectrum (EDS). The results provide a novel insight into the potential recycling of waste concrete powders for prefabricated building products, with lower CO2 emissions.

2. Materials and Methods

2.1. Preparation of C3S2

The C-S-H gel precursor was firstly prepared by exposing the mixtures of CaO and amorphous SiO2 (at 3:2 molar ratios) to a hydrothermal process. The water to solid ratio was 10 and the mixtures were sealed at 60 °C for 6 h to allow the complete reaction at ambient pressure. Then, the prepared C-S-H gel precursor was dried in a vacuum oven at 100 °C for 24 h. The dried C-S-H gel precursor was later calcined at 1300 °C for 2 h. Subsequently, the prepared C3S2 was cooled down to room temperature at a rapid cooling rate (approximately 500 °C/min) and ground for 20 min to achieve a Blaine fineness of 3970 cm2/g.

2.2. Carbonation of C3S2

C3S2 is a non-hydraulic mineral that does not set and harden when mixed with water. Thus, the resulting C3S2 powder was mixed with water at a water to solid ratio of 0.1 which is conducive to the carbonation reaction. Then, the wet mixtures were cast into a stainless steel mold (20 mm × 20 mm × 20 mm) and compacted at 5 MPa for 1 min. Thereafter, the compacted C3S2 samples were placed in a sealed stainless chamber at a temperature of 25 ± 2 °C, relative humidity of 70%, CO2 concentration of 99.9% and CO2 pressure of 0.3 MPa for 2, 5, 8 and 24 h, respectively.

2.3. Test Methods

2.3.1. The Cubic Compressive Strength

The cubic compressive strength was measured using a universal testing machine with a deformation speed of 0.5 mm/min. Six cubic samples with a dimension of 20 mm × 20 mm × 20 mm were tested.

2.3.2. X-ray Diffraction Analysis

The phase structure of the C3S2 phase before and after carbonation were characterized by powder X-ray diffraction on a Rigaku SmartLab X-ray diffractometer (Rigaku Corporation, Tokyo Akishima, Japan) with Cu Kα radiation (λ = 1.5406 Å). The X-ray tube was operated at 40 kV and 15 mA. The XRD patterns were recorded in the range of 10–55°.

2.3.3. Fourier Transform-Infrared Spectroscopy

The FT-IR spectroscopy data of the C3S2 phase before and after carbonation was collected using a Bruker V70 Fourier transform infrared spectrometer (Bruker Corporation, Karlsruhe, Germany) with the KBr pellet technique, and the ranges of spectrograms were 1800–800 cm−1 at a resolution of 4 cm−1. Each spectrum presented in this paper is an average of six scans.

2.3.4. Thermogravimetry and Differential Thermal Analysis

The TG/DTA tests were performed using a simultaneous thermal analyzer (BJ-HCT-3, Nanjing sangli electronic equipment factory, Nanjing, China). The sample weighing 20 mg was placed into a ceramic crucible, and then heated with a rate of 10 °C/min from 20 °C to 950 °C using an alumina reference material. N2 was used as purge gas during the TG/DTA tests.

2.3.5. Scanning Electron Microscope

A small cut portion of the compacted C3S2 sample before and after carbonation was dried and epoxy impregnated, respectively. After impregnation, one of the surfaces was polished to a 0.5 micrometer finish. The polished surface was sputter coated with a thin layer of gold (Au) and examined under a SEM in backscattered mode. A Merlin Compact ultra-high-resolution field emission scanning electron microscope (FEI Corporation, Hillsboro, OR, USA) coupled with Oxford energy dispersive spectrum at 20 kV was used to acquire the images.

3. Results

3.1. The Cubic Compressive Strength

The cubic compressive strengths of the compacted C3S2 samples carbonated for 0, 2, 5, 8 and 24 h, respectively, are provided in Figure 1. The results show that compacted C3S2 samples can be rapidly hardened under carbonation conditions and reach a compressive strength of 62.5 MPa within 24 h. In addition, the strength development was mainly focused in the initial eight hours. These results indicate that C3S2 prepared from C-S-H gel precursors can achieve excellent strength after rapid carbonation curing, providing a novel insight into potential recycling of waste concrete powders for prefabricated building products with lower CO2 emissions.

3.2. Carbonation Products

3.2.1. XRD Analysis

Figure 2 illustrates the XRD patterns of the C3S2 phase before carbonation and carbonated for 24 h. For the C3S2 phase before carbonation, the pattern matches well with the published XRD pattern for C3S2 [17,18]. It is indicated that the pure C3S2 phase can be easily prepared by calcining the C-S-H gel precursor at 1300 °C for two hours. After carbonation, the main crystalline carbonation products are calcite and vaterite and there are no diffraction peaks of silica, revealing that the silica formed during the carbonation is amorphous (SiO2 gels). These results are distinct from the results achieved by Qian [17] who believes that crystalline quartz and cristobalite are the main silica products formed after 24 h of carbonation. Moreover, some unreacted C3S2 phase still exists. The mass fractions of calcite, vaterite and unreacted C3S2 measured from the XRD pattern of the C3S2 phase after carbonation for 24 h by the Rietveld method are 44.7, 20.1 and 35.2%, respectively.

3.2.2. FT-IR Analysis

To reveal the structure of the SiO2 gels formed during carbonation, the FT-IR spectrums of the C3S2 phase before carbonation and carbonated for 24 h are shown in Figure 3. It is well established that the FT-IR spectrum for silicate compounds exhibit a large absorption between 800 and 1200 cm−1, which correspond to the asymmetrical stretching vibration (V3) of the Si-O bond. With the increasing polymerization degree of the silicate compound, the bonding strength of the Si-O increases and the V3 band shifts to a higher wavenumber. For the C3S2 phase before carbonation, there were three major absorptions bands located at approximately 847, 945 and 998 cm−1. These are higher than the pure C2S phase (orthosilicate group), indicating that the C3S2 phase is composed of dimer silicate tetrahedrons (sorosilicates group), that is, one oxygen atom is shared between two neighboring tetrahedrals. For the C3S2 phase after carbonation, new bands were observed to appear at approximately 867, 1440 and 1085 cm−1. The band located at around 1440 cm−1 is due to the asymmetric stretching (V3) of the C-O bond present in CaCO3, and the band located at around 867 cm−1 corresponds to the out of plane bending vibration (V2) of the same C-O bond. Moreover, the position of the V3 vibration of Si-O bonds were much higher (1085 cm−1) than the V3 band position present in C3S2 phase before carbonation, indicating that highly polymerized SiO2 gels were formed after carbonation.

3.2.3. TG/DTA Analysis

The TG/DTA curves for the C3S2 phase carbonated for 24 h are presented in Figure 4. The mass losses in the range of 20–400 °C were attributed to the dehydration of the gel water from the formed SiO2 gels. The mass losses in the range of 400–700 °C and 700–950 °C were used, respectively, to calculate the mass fraction of vaterite and calcite present in the carbonated C3S2 phase [19]. The mass losses from the decomposition of vaterite and calcite were 4.64 and 11.62%, respectively, indicating that the CaCO3 of C3S2 phase after carbonation was primarily formed from calcite and some vaterite. These results are consistent with the FT-IR and XRD results.

3.3. Microstructure

Figure 5 and Figure 6 show the SEM-EDS images of the compacted C3S2 samples before and after carbonation, respectively. Before carbonation, the C3S2 particles (approximately 5–25 μm) were loosely packed. After carbonation, a dense microstructure was observed. According to the elemental maps and EDS results, the distribution of the carbonation products was illustrated as follows. The unreacted C3S2 core was enveloped by a SiO2 gel rim and the initial pores of the sample were filled with CaCO3.

3.4. Reaction Mechanism

Based on the results achieved above, the reaction mechanism that occurred during the carbonation of C3S2 can be illustrated in Figure 7. When the compacted C3S2 samples that were partially filled with water come in contact with CO2, the CO2 will dissolve in the pore water and ionize to produce H+, HCO3 and CO32−.
CO2 + H2O → H2CO3
H2CO3 → H+ + HCO3
HCO3 → H+ + CO32−
The ionization process of H2CO3 will generate a lot of H+, making the pH value of the pore water fall by approximately 3 units at 20 °C, typically from 7 to 4. Compared with neutral water, the significantly increased H+ concentration will induce the solvation of Ca2+ from the C3S2 phase and drive the polymerization of the resulting silicon tetrahedral monomers (H4SiO4) to form highly polymerized SiO2 gels.
6H+ + 3CaO·2SiO2 + H2O → 3Ca2+ + 2H4SiO4
H4SiO4 → SiO2 (gel) + 2H2O
With the progress of dissolution and polymerization, the H+ is gradually consumed and the pH of the pore solution is recovered, making it possible to precipitate calcium carbonate. At the beginning, vaterite and aragonite can be formed, but these CaCO3 polymorphs eventually revert to calcite. However, in some special circumstances, such as a suitable pH value or specific impurity ions for example, the metastable CaCO3 morphology can be stabilized [16]. However, the mechanism by which different polymorphs of CaCO3 form during the carbonation process is unclear.
Ca2+ + CO32− → CaCO3
In general, the carbonation reaction of C3S2 can be simplified by combining the above equations. It is important to note that there is no H2O in Equation (7). If the silicon tetrahedral monomers are completely polymerized, it is believed that the water plays only a catalytic role in the carbonation reaction process and is not consumed. These results are distinct from the results obtained by Ashraf [18] who believes that water will participate in the carbonation reaction to form C-S-H gels. A possible explanation is that the sample is not completely carbonated. If the C-S-H gels are carbonated completely, the chemically bound water in C-S-H will be released.
3CaO·2SiO2 + 3CO2 → 3CaCO3 + 2SiO2 (gel)
As the carbonation reaction proceeds, the pores of the samples are gradually filled with crystalline CaCO3 and highly polymerized SiO2 gels and the reaction rate is greatly reduced, leaving the unreacted C3S2 cores. Moreover, it is believed that Ca2+ is more mobile than silicon tetrahedral monomers during the carbonation process. Therefore, the highly polymerized SiO2 gels remain around the unreacted C3S2 cores and the CaCO3 precipitates in the initial pores. Eventually, a dense microstructure will be formed, which contributes to the excellent mechanical strength.

4. Conclusions

Based on the aforementioned results and discussion, the primary conclusions drawn from this work are:
(1) The pure rankinite phase can be easily prepared by calcining the C-S-H gel precursor at a lower temperature.
(2) The cubic compressive strength of the resulting rankinite reaches a value of 62.5 MPa after 24 h of carbonation curing.
(3) The main carbonation products formed during the carbonation process are crystalline calcite, vaterite and highly polymerized amorphous silica gels.
(4) The formed carbonation products fill the pores and bind to each other, creating a dense microstructure which contributes to the excellent mechanical strength.
(5) The results provide a novel insight into potential recycling of waste concrete powders for prefabricated building products with lower CO2 emissions.

Author Contributions

K.W. conceived and designed the experiments; L.R. and L.Y. performed the experiments; K.W. analyzed the data and wrote the paper.

Funding

This research was funded by the National Natural Science Foundation of China (51478183), the Jiangxi Province Specialized Research Fund for Science and Technology Project of Higher Education, China (KJLD13039), and the Jiangxi Province Fund for Distinguished Young Scientists, China (20142BCB23012).

Acknowledgments

We would like to thank the funds from the National Natural Science Foundation of China (51478183), the Jiangxi Province Specialized Research Fund for Science and Technology Project of Higher Education, China (KJLD13039), and the Jiangxi Province Fund for Distinguished Young Scientists, China (20142BCB23012).

Conflicts of Interest

The authors declare no conflict of interest.

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Figure 1. The compressive strength of compacted C3S2 samples with different carbonation times.
Figure 1. The compressive strength of compacted C3S2 samples with different carbonation times.
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Figure 2. X-Ray Diffraction (XRD) patterns of the C3S2 phase before carbonation and carbonated for 24 h.
Figure 2. X-Ray Diffraction (XRD) patterns of the C3S2 phase before carbonation and carbonated for 24 h.
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Figure 3. Fourier Transform-Infrared (FT-IR) spectrums of the C3S2 phase before carbonation and carbonated for 24 h.
Figure 3. Fourier Transform-Infrared (FT-IR) spectrums of the C3S2 phase before carbonation and carbonated for 24 h.
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Figure 4. Thermogravimetry and Differential Thermal Analysis (TG/DTA) curves of the C3S2 phase carbonated for 24 h.
Figure 4. Thermogravimetry and Differential Thermal Analysis (TG/DTA) curves of the C3S2 phase carbonated for 24 h.
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Figure 5. SEM and EDS images of the compacted C3S2 samples before carbonation: (a) Backscattered Electron (BSE) image, (bf) elemental maps for composite elements and C, O, Si, Ca, respectively, (g,h) EDS analysis of point A and B.
Figure 5. SEM and EDS images of the compacted C3S2 samples before carbonation: (a) Backscattered Electron (BSE) image, (bf) elemental maps for composite elements and C, O, Si, Ca, respectively, (g,h) EDS analysis of point A and B.
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Figure 6. SEM and EDS images of the compacted C3S2 samples carbonated for 24 h: (a) BSE image, (bf) elemental maps for composite elements and C, O, Si, Ca, respectively, (gi) EDS analysis of point A, B and C.
Figure 6. SEM and EDS images of the compacted C3S2 samples carbonated for 24 h: (a) BSE image, (bf) elemental maps for composite elements and C, O, Si, Ca, respectively, (gi) EDS analysis of point A, B and C.
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Figure 7. The reaction mechanism that occurred during the carbonation of C3S2.
Figure 7. The reaction mechanism that occurred during the carbonation of C3S2.
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MDPI and ACS Style

Wang, K.; Ren, L.; Yang, L. Excellent Carbonation Behavior of Rankinite Prepared by Calcining the C-S-H: Potential Recycling of Waste Concrete Powders for Prefabricated Building Products. Materials 2018, 11, 1474. https://doi.org/10.3390/ma11081474

AMA Style

Wang K, Ren L, Yang L. Excellent Carbonation Behavior of Rankinite Prepared by Calcining the C-S-H: Potential Recycling of Waste Concrete Powders for Prefabricated Building Products. Materials. 2018; 11(8):1474. https://doi.org/10.3390/ma11081474

Chicago/Turabian Style

Wang, Kai, Liang Ren, and Luqing Yang. 2018. "Excellent Carbonation Behavior of Rankinite Prepared by Calcining the C-S-H: Potential Recycling of Waste Concrete Powders for Prefabricated Building Products" Materials 11, no. 8: 1474. https://doi.org/10.3390/ma11081474

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