Advertisement

Modification on the Performance of the Hemihydrate Gypsum with the Plant Source Polymer of Dry Matcha Powder

  • Haoxin Li (李好新)
  • Chao Xu
  • Yuyan Huang
  • Qing Chen
  • Zhengwu Jiang
  • Yanwei Wang (王艳伟)Email author
Cementitious Materials
  • 5 Downloads

Abstract

The objective of this study was to assess the feasibility of using the plant-source polymer of the matcha powder as a composite admixture for hemihydrate gypsum. Hemihydrate gypsum was mixed with different contents of matcha powder, and then the water requirement for the normal consistency, setting times, density, strength, hydration and microstructure of the hardened mixture were evaluated. The experimental results showed that it increased the water requirement for the normal consistency, and it regulated the setting times and reduced the density. Hemihydrate gypsum with more matcha powder had the higher water requirement, longer setting times and lower density. Less than 1% matcha powder had slight impact on the strength of hardened paste, but more than 1% matcha powder had a remarkable one. Matcha powder changed the hydration process and prolonged the induction and acceleration period. Small needlelike crystals were transformed into longer, larger and thicker ones as more matcha powder was mixed. This case is closely related to the prolongation of the induction and acceleration period. Besides, more and larger pores were observed in the hardened paste with more matcha powder. It is attributed to the appearances of the tea polyphenol in matcha powder and the larger and longer crystal morphology in hardened paste as well as the high water requirement for the normal consistency. These results are important to the application of matcha powder as a composite admixture for the hemihydrate gypsum as well as the prosperity and development of the tea industry.

Key words

matcha powder hemihydrate gypsum strength hydration property microstructure 

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. [1]
    Geraldo RH, Pinheiro SMM, Silva JS, et al. Gypsum Plaster Waste Recycling: A Potential Environmental and Industrial Solution[J]. Journal of Cleaner Production, 2017, 164: 288–300CrossRefGoogle Scholar
  2. [2]
    Camarini G, Pinto MCC, Moura AGD, et al. Effect of Citric Acid on Properties of Recycled Gypsum Plaster to Building Components[J]. Construction & Building Materials, 2016, 124: 383–390CrossRefGoogle Scholar
  3. [3]
    Czaderna A, Kocemba A, Kozanecki M, et al. The influence of Cellulose Derivatives on Water Structure in Gypsum[J]. Construction & Building Materials, 2018, 160: 628–638CrossRefGoogle Scholar
  4. [4]
    Chaillou K, Gérente C, Andrès Y, et al. Assessment of the Material Loss in Walls Renderings with β–Hemihydrate Paste[J]. Applied Mechanics & Materials, 2011, 71–78(6): 1 242–1 245Google Scholar
  5. [5]
    Trivedi TJ, Pandya P, Kumar A. Effect of Organic Additives on the Solubility Behavior and Morphology of Calcium Sulfate Dihydrate (gypsum) in the Aqueous Sodium Chloride System and Physicochemical Solution Properties at 35 [J]. Chem. Eng. Data, 2013, 58 (3): 773–779Google Scholar
  6. [6]
    Rabizadeh, Peacock T, Benning CL, et al. Carboxylic Acids: Effective Inhibitors for Calcium Sulfate Precipitation[J]. Mineralogical Magazine, 2014, 78(6): 1 465–1 472CrossRefGoogle Scholar
  7. [7]
    Musmarra D. Gypsum Scale Inhibition on Process Equipment Surfaces: A Review[J]. Chemical Engineering Transactions, 2014, 39: 775–780Google Scholar
  8. [8]
    Singh M, Garg M. Retarding Action of Various Chemicals on Setting and Hardening Characteristics of Gypsum Plaster at Different pH[J]. Cement & Concrete Research, 1997, 27(6): 947–950CrossRefGoogle Scholar
  9. [9]
    Hamdona SK, Hadad OAA. Influence of Additives on the Precipitation of Gypsum in Sodium Chloride Solutions[J]. Desalination, 2008, 228(1): 277–286CrossRefGoogle Scholar
  10. [10]
    Magallanes–Rivera RX, Escalante–García JI, Gorokhovsky A. Hydration Reactions and Microstructural Characteristics of Hemihydrate with Citric and Malic Acid[J]. Construction & Building Materials, 2009, 23(3): 1 298–1 305CrossRefGoogle Scholar
  11. [11]
    Liu ST, Nancollas GH. The Crystal Growth of Calcium Sulfate Dihydrate in the Presence of Additives[J]. Journal of Colloid & Interface Science, 1973, 44(3): 422–429CrossRefGoogle Scholar
  12. [12]
    Badens E, Veesler S, Boistelle R. Crystallization of Gypsum from Hemihydrate in Presence of Additives[J]. Journal of Crystal Growth, 2018, 198(3): 704–709Google Scholar
  13. [13]
    Wu H, Xia Y, Hu X, et al. Improvement on Mechanical Strength and Water Absorption of Gypsum Modeling Material with Synthetic polymers [J]. Ceramics International, 2014, 40(9): 14 899–14 906CrossRefGoogle Scholar
  14. [14]
    Duan Z, Li J, Li T, et al. Influence of Crystal Modifier on the Preparation of a–hemihydrate Gypsum from Phosphogypsum[J]. Constr. Build. Mater., 2017,133: 323–329Google Scholar
  15. [15]
    Liu T, Zou D, Du C, et al. Influence of Axial Loads on the Health Monitoring of Concrete Structures Using Embedded Piezoelectric Transducers[J]. Structural Health Monitoring, 2016, 16(2): 202–214CrossRefGoogle Scholar
  16. [16]
    Zou D, Liu T, Huang Y, et al. Exploratory Study on Sulfate Attack Monitoring of Concrete Structures Using Piezoceramic Based Smart Aggregates[J]. Smart Material Structures, 2013, 22(6): 065 002Google Scholar
  17. [17]
    Dietz C, Dekker M, Piquerasfiszman B. An Intervention Study on the Effect of Matcha Tea, in Drink and Snack Bar Formats, on Mood and Cognitive Performance[J]. Food Research International, 2017, 99: 72–83CrossRefGoogle Scholar
  18. [18]
    Xu P, Ying L, Hong G, et al. The Effects of the Aqueous Extract and Residue of Matcha on the Antioxidant Status and Lipid and Glucose Levels in Mice Fed a High–fat Diet[J]. Food & Function, 2016, 7(1): 294–300CrossRefGoogle Scholar
  19. [19]
    Okuda E, Hinatsu M, Kataoka–Shirasugi N, et al. Influence of the Reduction of Nitrogen Application in an Organic Tea Field on Quality of Matcha[J]. Chemical Senses, 2006, 31(1): J14–J15Google Scholar
  20. [20]
    Sabine S. The Role of Universities in Fostering Sustainable Development at the Regional Level[J]. Clean. Prod., 2013, 48: 74–84CrossRefGoogle Scholar
  21. [21]
    Wang Q, Wang D, Chen H. The Role of Fly Ash Microsphere in the Microstructure and Macroscopic Properties of High–strength Concrete [J]. Cement & Concrete Composites, 2017, 83: 125–137CrossRefGoogle Scholar
  22. [22]
    Wang Q, Yan P, Yang J, et al. Influence of Steel Slag on Mechanical Properties and Durability of Concrete[J]. Construction & Building Materials., 2013, 47(10):1 414–1 420Google Scholar
  23. [23]
    Liu T, Song W, Zou D, et al. Dynamic Mechanical Analysis of Cement Mortar Prepared with Recycled Cathode Ray Tube (CRT) Glass as Fine Aggregate[J]. Journal of Cleaner Production, 2018, 174: 1 436–1 443CrossRefGoogle Scholar
  24. [24]
    Huang Y, Li H, Jiang Z, et al. Migration and Transformation of Sulfur in the Municipal Sewage Sludge During Disposal in Cement Kiln[J]. Waste Management, 2018, 77: 537–544CrossRefGoogle Scholar
  25. [25]
    Ahmad MR, Chen B, Oderji SY, et al. Development of a New Bio–composite for Building Insulation and Structural Purpose Using Corn Stalk and Magnesium Phosphate Cement; Physical, Mechanical, Thermal and Hygric Evaluation[J]. Energy & Buildings, 2018, 173: 719–733CrossRefGoogle Scholar
  26. [26]
    Qin L, Gao X, Chen T. Recycling of Raw Rice Husk to Manufacture Magnesium Oxysulfate Cement Based Lightweight Building Materials [J]. Journal of Cleaner Production, 2018, 191: 220–232CrossRefGoogle Scholar
  27. [27]
    Zhang P, Wittmann FH, Vogel M, et al. Influence of Freeze–thaw Cycles on Capillary Absorption and Chloride Penetration into Concrete [J]. Cement & Concrete Research, 2017, 100: 60–67CrossRefGoogle Scholar
  28. [28]
    Zhang P, Wittmann FH, Lura P, et al. Application of Neutron Imaging to Investigate Fundamental Aspects of Durability of Cement–based Materials: A Review[J]. Cement & Concrete Research, 2018, 108: 152–166CrossRefGoogle Scholar
  29. [29]
    Zhang B, Tan H, Shen W, et al. Nano–silica and Silica Fume Modified Cement Mortar Used as Surface Protection Material to Enhance the Impermeability[J]. Cement and Concrete Composites, 2018, 92: 7–17CrossRefGoogle Scholar
  30. [30]
    Shi T, Gao Y, Corr DJ, et al. FTIR Study on Early Age Hydration of Carbon Nanotubes Modified Cement–based Materials[J]. Advances in Cement Research, 2018: 1–40Google Scholar
  31. [31]
    Qin L, Gao X, Li Q. Upcycling Carbon Dioxide to Improve Mechanical Strength of Portland Cement[J]. Journal of Cleaner Production, 2018, 196: 726–738CrossRefGoogle Scholar
  32. [32]
    Zou F, Tan H, Guo Y, et al. Effect of Sodium Gluconate on Dispersion of Polycarboxylate Superplasticizer with Different Grafting Density in Side Chain[J]. Journal of Industrial & Engineering Chemistry, 2017, 55: 91–100CrossRefGoogle Scholar
  33. [33]
    Liu T, Zou D, Teng J, et al. The Influence of Sulfate Attack on the Dynamic Properties of Concrete Column[J]. Construction & Building Materials, 2012, 28(1): 201–207CrossRefGoogle Scholar
  34. [34]
    Liu T, Qin S, Zou D, et al. Experimental Investigation on the Durability Performances of Concrete Using Cathode Ray Tube Glass as Fine Aggregate under Chloride Ion Penetration or Sulfate Attack[J]. Construction & Building Materials, 2018, 163: 634–642CrossRefGoogle Scholar
  35. [35]
    Wang R, Wang PM. Action of Redispersible Vinyl Acetate and Versatate Copolymer Powder in Cement Mortar[J]. Construction & Building Materials, 2011, 25(11): 4 210–4 214CrossRefGoogle Scholar
  36. [36]
    Mailvaganam NP, Rixom MR. Chemical Admixtures for Concrete[M]. Third Edition. Crc Press, 1999: 456Google Scholar

Copyright information

© Wuhan University of Technology and Springer-Verlag GmbH Germany, part of Springer Nature 2018

Authors and Affiliations

  • Haoxin Li (李好新)
    • 1
  • Chao Xu
    • 1
  • Yuyan Huang
    • 1
  • Qing Chen
    • 1
  • Zhengwu Jiang
    • 1
  • Yanwei Wang (王艳伟)
    • 2
    Email author
  1. 1.Key Laboratory of Advanced Civil Engineering Materials Ministry of EducationTongji UniversityShanghaiChina
  2. 2.China Railway No.9 Engineering Testing Co., LtdShenyangChina

Personalised recommendations