Performance of Building Solid Waste Powder in Cement Cementitious Material: A Review
Abstract
:1. Introduction
2. Source and Preparation of RP
2.1. Source of RP
2.2. Preparation of RP
3. Fundamental Properties of RP
3.1. Physical Properties of RP
3.2. Chemical Composition of RP
3.3. Microscopic Analysis of RP
3.4. Activity Index
4. Early Properties of RP Cement-Based Materials
4.1. Setting Time
4.2. Flowability
4.3. Drying Shrinkage
5. Mechanical Properties of Cement-Based Materials with RP
5.1. Compressive Strength
5.2. Flexural Strength
5.3. Splitting Tensile Strength
6. Linear Regression Analysis
6.1. Matrix Dimensionless Processing
6.2. Calculate the Relational Coefficient of Each Indicator
6.3. Calculate the Grey Relational Degree
7. RP Activation Methods
- (1)
- Increase the fineness of the RP. Increasing the fineness of the RP can increase the specific surface area of the RP, convert the stable α-SiO2 into amorphous SiO2, and then improve the activity of the RP [96,98]. Li et al. [99] believed that the particle size of the RP should be controlled to be less than 75 μm and that the finer the RP, the higher the activity. RCP powder with a particle size smaller than 75 μm promotes the formation of single-calcium carbonate. As the RP particle size decreases, the surface binding energy decreases, the Si-O and Al-O chemical-bond-breaking energy decreases, and the internal structure reorganizes, making it easier to generate cementitious substances. However, the RP should not be too fine, as the material will agglomerate, which will reduce the compactness of void filling and reduce the strength of the specimen [96,97,100].
- (2)
- RP heat treatment. Florea [101] found that the 28 d compressive strength of RP mortar increased by 14.7% and 20.1% after high-temperature treatment at 500 °C and 800 °C, respectively. Kang [102] found that the excitation effect after treatment at 800 °C was better than that after treatment at 600 °C. He attributed this to the fact that the high temperature caused an activation effect of the RP similar to that of blast furnace slag. The RP produced a phase similar to that of calcium silicate in cement at a high temperature of 800 °C. Lv [103] measured the RP activity at 200 °C, 400 °C, 600 °C, and 800 °C and found that the RP activity first increased and then decreased with the increase in temperature, and the optimal thermal activation temperature was 600 °C. The cementitious material will coagulate and separate under high-temperature conditions. When the temperature is above 500 °C, CaCO3 will decompose into CaO. The decomposition of C-S-H and Ca(OH)2 in the cementitious material forms CaO, which has a high specific surface area and high activity. Generally speaking, the higher the CaO content in the RP, the greater the activity. However, scholars’ optimal heat treatment temperatures are inconsistent and are related to the source and composition of the RP used in the experiment.
- (3)
- Alkali-activated treatment. The RP composition of calcium carbonate, calcium silicate, and silica was measured by EDS, providing a solid basis for alkali chemical excitation [58]. Dong [104] found that when 0% to 4.8% NaOH was added, the specimen strength increased with NaOH dosing and gradually decreased when it exceeded 4.8%. The addition of RP reduces the alkalinity of the concrete, and the addition of an alkali exciter can improve the activity of the RP. It can be explained that the addition of an alkali activator can promote the formation of C-S-H in concrete and make the microstructure of concrete denser. Liu [105] showed that the excitants Na2SO4, NaOH, Ca(OH)2, and NaHCO3 had specific active excitation effects on the RP through net cement paste specimen tests and scanning electron microscope observations. The optimal excitation doses were 3%, 3%, 2.5%, and 2.5%, respectively.
- (4)
- CO2 treatment. Since the RP still has a large amount of calcium oxide, researchers have used CO2 to treat it RP. After carbonization, the strength of the cementitious material is higher than before carbonization. Maintenance with CO2 can improve the performance of the RP products. Li [106] treated the RP with a low concentration of CO2, which enhanced not only the physicochemical properties of the RP but also improved the activity of the RP. Cheng [107] found that the net cement paste mixed with carbonized cement paste powder had higher flow and compressive strength than that mixed with uncarbonized powder. This is because the addition of carbonized RP increases the calcium carbonate content in the system. The calcium carbonate reacts with the aluminum phase in the cement to form a hydrated calcium carbonate aluminate. This promotes the stability of ettringite and increases the volume of hydration products. The accelerated carbonation curing of concrete and mortar with CO2 allows them to gain strength quickly and have good mechanical properties and durability [108].
- (5)
- Double mixing. RCP, RBP, fly ash, slag, and silica fume blending can improve the composition and promote the volcanic ash reaction of cementitious materials. It is conducive to improving the long-term strength of the concrete and can improve the workability of concrete. Xiao [109] showed that when RP was compounded with mineral powder, the early and late strengths were higher than those of single blending, and the late strength was more significantly improved later. This is because the RP and mineral powder produce a specific micro-aggregate effect. The mineral powder undergoes a secondary hydration reaction in the early and late stages under alkali substances, thus improving the concrete’s strength. Bai [110] studied the effect of compounding on the anti-carbonation performance of concrete. The compounding of RP, fly ash, and silica fume can significantly improve the anti-carbonation performance of concrete. The anti-carbonation performance of concrete is optimal when RP:(fly ash + silica fume) = 7:3. There are five ways to activate the RP.
8. Future Prospects of RP
- (1)
- Regarding construction waste recycling, China has been vigorously promoting waste classification. However, the mechanism of waste concrete recycling is not perfect. At present, all waste is recycled together. The lack of inspection, other classification processes, and construction waste recycling negatively impact efficiency. China should establish construction waste recycling norms and further improve awareness of construction waste classification and recycling.
- (2)
- At present, scholars in China and abroad mainly focus on studying the mechanical properties and workability of RP on cement-based materials but focus less on the durability of cement-based materials, especially corrosion resistance, and the need to strengthen the research on durability in the future.
- (3)
- Concerning the optimum dose of RP for cement-based materials, the optimum dose obtained varies due to different initial conditions. For example, the type of RP, the fineness of the RP, the method of RP excitation, and the dosing of exciter will affect the optimum dose of RP for cement-based materials. Therefore, further research by researchers is required to make it a complete system.
- (4)
- Regarding the activation method of RP, mechanical grinding, further research should be conducted to determine the optimal grinding time for different grinding machinery apparatuses and different types of RP. An industry standard must be developed and would be significant for reducing energy waste and for the industrial production of more efficient RP.
- (5)
- Regarding the activation method of alkaline excitation treatment of RP, domestic and foreign scholars currently use single-activator activation, and research on composite-activator activation of RP is relatively scarce. Therefore, domestic and foreign scholars should increase research in this area.
- (6)
- Scholars in China and abroad have concentrated on improving the mechanical strength of RP, and very few have studied the use of the low-strength properties of RP itself. For example, Xiao proposed to prepare low-strength foam recycled concrete from recycled raw materials and apply it to the material blocking system of the airport runway safety zone [111]. Scholars at home and abroad can also follow this idea to explore and study other uses of RP without deliberately pursuing high-strength and high-performance materials.
- (7)
- Most researchers use the cementitious properties of RP to prepare cementitious materials. However, the cementitious properties of RP are far less than those of cement. Therefore, the performance of the prepared cementitious materials is not satisfactory. For example, it is feasible to combine RP with organic polymer material polyurethane, use quartz sand as coarse aggregate, RP as fine aggregate, polyurethane as cementitious material, and prepare a new material—RP polyurethane composite material.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Average Particle Size (μm) | Apparent Density (kg/m3) | Specific Surface Area (m2/kg) | Bulk Density (kg/m3) |
---|---|---|---|
30~50 | 2300~2700 | 300~700 | 870~920 |
SiO2 | CaO | Al2O3 | Fe2O3 | MgO | K2O | Na2O | SO3 | Source | |
---|---|---|---|---|---|---|---|---|---|
RCP | 50.93 | 18.18 | 13.55 | 6.37 | 2.75 | 3.50 | 2.45 | 0.92 | [46] |
RBP | 60.56 | 10.07 | 17.16 | 3.46 | 1.78 | 2.50 | 1.26 | 0.34 | [46] |
RMP | 56.64 | 17.41 | 10.54 | 5.59 | 1.24 | 3.53 | 3.02 | 0.92 | [46] |
RCP | 62.18 | 10.24 | 10.15 | 2.49 | 1.91 | 1.73 | 1.30 | 0.47 | |
RBP | 63.12 | 8.52 | 12.29 | 2.68 | 1.33 | 2.02 | 1.74 | 0.37 | |
RCP | 48.25 | 27.55 | 11.09 | 4.94 | 2.42 | 2.25 | 1.20 | [47] | |
RBP | 67.83 | 1.67 | 16.20 | 7.55 | 0.94 | [48] | |||
RP | 63.1 | 10.2 | 10.3 | 2.5 | 1.9 | 1.8 | 1.4 | 0.5 | [32] |
RP | 47.9 | 18.7 | 12.0 | 6.53 | 2.26 | 2.33 | 0.86 | 1.41 | [22] |
RP Replacement Ratios (%) —Data (Top–Down: mm; MPa; MPa; MPa) | Regression Equation (After Relativization) | Source | |
---|---|---|---|
the fluidity of cement mortar | 0–193; 10–186; 20–173; 30–167; 40–160 | [44] | |
0–230; 10–219; 20–216; 30–184 | [47] | ||
0–210; 10–190; 20–185; 30–180; 40–175 | [52] | ||
0–240; 15–200; 30–182; 45–168 | [67] | ||
0–210; 20–195; 30–175; 40–155 | [68] | ||
0–210; 10–203; 15–191; 20–190; 25–187; 30–184 | [76] | ||
the 28 d compressive strength of concrete and mortar | 0–39.2; 10–34; 20–31.7; 30–28.5 | [48] | |
0–39; 10–37; 20–32; 30–29 | [76] | ||
0–34; 10–33; 20–31; 30–29 | [77] | ||
0–50.5; 10–47.5; 20–37.5; 30–27.5; 40–22 | [89] | ||
0–65; 10–58; 20–50; 30–39; 40–38 | [95] | ||
0–49.3; 10–43.6; 20–42.5; 30–33.6; 40–27.8 | [58] | ||
the 28 d compressive strength of foam concrete | 0–1.12; 10–1.0; 20–0.83; 30–0.46 0–0.64; 10–0.55; 20–0.46; 30–0.43 0–1.11; 10–0.76; 20–0.71; 30–0.48 0–1.09; 10–0.89; 20–0.74; 30–0.42 | [46] | |
0–1.1; 20–0.8; 30–0.7; 40–0.5 | [76] | ||
0–1.65; 10–1.55; 20–1.47; 30–1.32; 40–1.15 | [72] | ||
0–1.5; 10–1.25; 20–1.1; 30–0.85; 40–0.75 | [78] | ||
the 28 d flexural strength of cement mortar | 0–7.2; 5–6.5; 10–7; 15–6.2; 20–5.7; 25–5.3; 30–5 | [4] | |
0–7.8; 10–6.7; 20–6.3; 30–5.3 | [36] | ||
0–8.5; 10–8.3; 20–7.5; 30–7; 40–6.5 | [52] | ||
0–6.2; 10–5.4; 15–5.3; 20–5.0; 25–4.9; 30–4.7 | [76] | ||
0–7.5; 10–6.7; 20–6.3; 30–5.9; 40–4.6 | [89] | ||
0–8.8; 10–8.3; 20–7.5; 30–6.7; 40–6.5 | [96] | ||
0–3.75; 5–3.5; 10–3.28; 20–3.11 | [97] |
Independent Variable | Dependent Variable | Standardized Regression Coefficients | Significance |
---|---|---|---|
RP content | relative fluidity of cement mortar | −0.907 | 1.8107 × 10−10 |
28 d relative compressive strength of concrete and mortar | −0.914 | 1.8161 × 10−12 | |
28 d relative compressive strength of foamed concrete | −0.924 | 1.6625 × 10−11 | |
28 d relative flexural strength of cement mortar | −0.917 | 3.7291 × 10−15 |
RP Content (%) | Relative Fluidity of Cement Mortar | 28 d Relative Compressive Strength of Concrete and Mortar | 28 d Relative Compressive Strength of Foamed Concrete | 28 d Relative Flexural Strength of Cement Mortar |
---|---|---|---|---|
0 | 1 | 1 | 1 | 1 |
10 | 0.97 | 0.97 | 0.94 | 0.98 |
20 | 0.91 | 0.91 | 0.74 | 0.88 |
30 | 0.87 | 0.85 | 0.67 | 0.82 |
40 | 0.83 | 0.7 | 0.5 | 0.76 |
Relative Fluidity of Cement Mortar | 28 d Relative Compressive Strength of Concrete and Mortar | 28 d Relative Compressive Strength of Foamed Concrete | 28 d Relative Flexural Strength of Cement Mortar |
---|---|---|---|
0.40 | 0.40 | 0.40 | 0.40 |
0.44 | 0.44 | 0.45 | 0.44 |
0.50 | 0.50 | 0.58 | 0.51 |
0.56 | 0.57 | 0.69 | 0.59 |
0.65 | 0.75 | 1 | 0.70 |
Evaluation Items | 28 d Relative Compressive Strength of Foamed Concrete | 28 d Relative Compressive Strength of Concrete and Mortar | 28 d Relative Flexural Strength of Cement Mortar | Relative Fluidity of Cement Mortar |
---|---|---|---|---|
Grey relational degree | 0.623 | 0.531 | 0.526 | 0.508 |
Ranking | 1 | 2 | 3 | 4 |
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Ji, Y.; Ji, W.; Li, W. Performance of Building Solid Waste Powder in Cement Cementitious Material: A Review. Materials 2022, 15, 5408. https://doi.org/10.3390/ma15155408
Ji Y, Ji W, Li W. Performance of Building Solid Waste Powder in Cement Cementitious Material: A Review. Materials. 2022; 15(15):5408. https://doi.org/10.3390/ma15155408
Chicago/Turabian StyleJi, Yongcheng, Wenhao Ji, and Wei Li. 2022. "Performance of Building Solid Waste Powder in Cement Cementitious Material: A Review" Materials 15, no. 15: 5408. https://doi.org/10.3390/ma15155408