Effects of Wollastonite Fiber and Styrene–Butadiene Latex Polymer on the Long-Term Durability of Cement-Based Repair Materials
Abstract
:1. Introduction
2. Experimental Plan
2.1. Materials
2.2. Mix Proportion
2.3. Experimental Methods
2.3.1. Compressive Strength Test
2.3.2. Resistance to Chloride Ion Penetration Test
2.3.3. Alkali Resistance Test
2.3.4. Resistance to Carbonation Test
2.3.5. Water Absorption Test
2.3.6. Repeated Freezing and Thawing Test
3. Test Results
3.1. Compressive Strength Results
3.2. Resistance to Chloride Ion Penetration Results
3.3. Alkali Resistance Results
3.4. Resistance to Carbonation Results
3.5. Water Absorption Results
3.6. Repetitive Freezing and Thawing Results
4. Conclusions
- Every mixture satisfied the target compressive strengths of 20 MPa at 1 day and 45 MPa at 28 days. Adding SB latex polymer and wollastonite mineral fiber had adverse effects on the compressive strength, but the strength improved with time.
- Resistance to chloride ion penetration test confirmed that all mixes other than the wollastonite- and latex-free mix (M0L0) met the requirement of 1000 Coulombs or less. The wollastonite mineral fiber and SB latex polymer, used individually or together, decreased the permeability of the repair material. None of the mixes were affected by the saturated calcium hydroxide solution used in the alkali resistance test. The compressive strengths after exposure to the test solution were similar to those after 28 days. Exposure to alkaline solution did not significantly affect the 28-day compressive strength.
- The lowest compressive strengths were observed for mixes containing SB latex polymer, and the compressive strength of the M3L0 mix containing only wollastonite mineral fiber was similar to that of the wollastonite- and latex-free mix (M0L0).
- The presence of SB latex polymer improved resistance to carbonation through the formation of a latex film. The mix containing both wollastonite mineral fiber and SB latex polymer has excellent carbonation resistance (less than 10 mm).
- The addition of SB latex polymer or wollastonite mineral fiber decreased water absorption, and their combination exerted an even stronger effect. This was attributed to the fine wollastonite fibers and latex film filling and sealing the pores, thereby preventing water from permeating the structure.
- In the resistance to freezing and thawing test, all mixes met the requirement of a relative dynamic modulus of elasticity of 80% or more. The value of 88% obtained for the wollastonite- and latex-free M0L0 mix was improved to 90% or more when both components were present. Co-addition was more effective for improving the resistance to freezing and thawing due to the formation of a latex film, densification, and improved crack control of the structure by wollastonite.
- Co-addition of SB latex polymer and wollastonite mineral fiber was the most effective for improving the durability of ultra-rapid hardening cement-based repair material.
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
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Chemical Composition (%) | Blaine (cm2/g) | Density (g/mm3) | ||||||
---|---|---|---|---|---|---|---|---|
SiO2 | Al2O3 | Fe2O3 | CaO | MgO | K2O | SO3 | ||
13 ± 3 | 17.5 ± 3 | 3> | 50 ± 3 | 2.5> | 0.21 | 14 ± 3 | 5400 | 2.62 |
No. | Size (mm) | Density (20 °C) | F.M |
---|---|---|---|
6 | ≤0.3 | 2.62 | 1.95 |
Properties | Values |
---|---|
Appearance | White |
Shape | Acicular |
Length | 0.4–0.6 mm |
Transverse dimension | 25~150 µm |
Maximum aspect ratio | 3~20 |
Coefficient of expansion (mm/mm/°C ) | 6.5 × 10−6 |
Density (g/mm3) | 2.9 |
Water solubility (g/100 cc) | 0.0095 |
pH | 9.9 |
Solids Content (%) | Styrene Content (%) | Butadiene Content (%) | pH | Density (g/mm3) | Surface Tension (Dyne/cm) | Particle Size (Å) | Viscosity (cps) |
---|---|---|---|---|---|---|---|
49 | 34 ± 1.5 | 66 ± 1.5 | 11.0 | 1.02 | 30.57 | 1700 | 42 |
Type of Mix | W */B (%) | Total Water | Unit Weight (kg/m3) | Flow Value (mm) | |||||
---|---|---|---|---|---|---|---|---|---|
Mixing Water | 1:1.5 (Binder) | Wollastonite (B × 3%) | SB Latex Polymer (B × 5%) | ||||||
Rapid Set Cement | Silica Sand | Solid | Water | ||||||
M0L0 | 15.18 | 304.00 | 304 | 801 | 1202 | - | - | - | 200 |
M0L5 | 12.05 | 245.02 | 193 | 813 | 1220 | - | 49.98 | 52.02 | 205 |
M3L0 | 16.09 | 299.00 | 299 | 743 | 1115 | 56 | - | - | 200 |
M3L5 | 14.75 | 268.41 | 222 | 728 | 1092 | 55 | 44.59 | 46.41 | 205 |
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Choo, Y.J.; Lee, G.H.; Lee, S.-J.; Park, C.-G. Effects of Wollastonite Fiber and Styrene–Butadiene Latex Polymer on the Long-Term Durability of Cement-Based Repair Materials. Materials 2022, 15, 5433. https://doi.org/10.3390/ma15155433
Choo YJ, Lee GH, Lee S-J, Park C-G. Effects of Wollastonite Fiber and Styrene–Butadiene Latex Polymer on the Long-Term Durability of Cement-Based Repair Materials. Materials. 2022; 15(15):5433. https://doi.org/10.3390/ma15155433
Chicago/Turabian StyleChoo, Yeon Jae, Geon Hee Lee, Su-Jin Lee, and Chan-Gi Park. 2022. "Effects of Wollastonite Fiber and Styrene–Butadiene Latex Polymer on the Long-Term Durability of Cement-Based Repair Materials" Materials 15, no. 15: 5433. https://doi.org/10.3390/ma15155433