Effect of pine resin on the thermal and mechanical properties of plaster with pumice

Yıl 2021, Cilt: 12 Sayı: 3, 523 - 533, 29.06.2021

Ayşe Biçer

https://doi.org/10.24012/dumf.892287

Cited By: 1

Öz

This study investigated the effect of pine resin on the thermal and mechanical properties of gypsum plasters with pumice aggregate. Pumice rock was crushed and sieved into three grain sizes (2-5 mm, 5-8 mm, and 8-12 mm). Each group was mixed separately with non-resinous and resinous gypsum in the proportions of 20%, 40%, 60%, and 80%. The resin was added to the gypsum at 2% of its total weight (gypsum + pumice) to generate artificial pores and improve the binding power of the gypsum. Twenty-four samples were produced in different combinations. The test results showed that resin reduced the thermal conductivity and improved the compressive stress of the plasters. They had a water absorption of greater than 30%, suggesting that they can be used in interior plasters and painted with any paint. In conclusion, they can be used as interior plasters for both insulation and strength.

Anahtar Kelimeler

Pumice, pine tree resin, gypsum, insulation plaster

Kaynakça

• 1. Dermirdag S, Gunduz L. Strength properties of volcanic slag aggregate lightweight concrete for high performance masonry units, Construction and Building Materials, 2008; 22: 135–142
• 2. Bicer A., Celik N. Influence of pine tree resin on thermo-mechanical properties of pumice-cement composites, Cement and Concrete Composites, 2020; 112: September, 103668
• 3. Babu D.S., Babu K.G., Wee T.H. Properties of lightweight expanded clay aggregate concretes containing fly ash, Cement and Concrete Researc. 2005; 35: 1218-1223
• 4. Bicer A. Thermal Properties of Gypsum Plaster with Fly Ash, International Journal of Eastern Anatolia Science Engineering and Design, 2020; 2(1): 120-1.
• 5. Devecioglu AG, Bicer Y. The effects of tragacanth addition on the thermal and mechanical properties of light weight concretes mixed with expanded clay, Period. Polytech. Civil Eng., 2016; 60(1): 45-50.
• 6. Bouvard D., Chaix JM, Dendievel R., Fazekas A., Létang JM., Peix G., Quenard D. Characterization and simulation of microstructure and properties of EC lightweight concrete, Cement and Concrete Research, 2007; 37: 1666 -1673.
• 7. Chen B., Liu J. Properties of lightweight Expanded clay concrete reinforced with steel fiber, Cement and Concrete Research, 2004; 34: 1259 —1263).
• 8. Miled K., Sab K., Roy R.L. Particle size effect on EC lightweight concrete compressive strength: Experimental investigation and modeling, Mechanics of Materials, 2007; 39: 222-240.
• 9. Xue F., Takeda D., Kimura T., Minabe M. Effect of organic peroxides on the thermal decomposition of Expanded clay with the addition of c-methyl styrene, Polymer Degradation and Stability, 2004; 83: 461-466.
• 10. Gnip I., Vejelis S., Vaitkus S. Thermal conductivity of Expanded clay (EC) at 10 oC and its conversion to temperatures within interval from 0 to 50 oC, Energy and Buildings, 2012; 52: 107-111.
• 11. Kan A.K., Demirbogga R. A new technique of processing for waste-Expanded clay foams as aggregates, Journal of Materials Processing Technology, 2009; 209: 2994-3000.
• 12. Bajdur W., Pajaczkoeska J., Makarucha B., Sulkowski A., Sulkowski WW. Effective polyelectrolytes synthesized from expanded clay waste, European Polymer Journal, 2002; 38: 299-304.
• 13. Choi NW., Ohama Y. Development and testing of polystyrene mortars using waste EC solution-based binders, Construction and Building Materials, 2004; 18: 235-241.
• 14. Kaya A, Kar F. Properties of concrete containing waste expanded polystyrene and natural resin. Construction and Building Materials, 2016; 105: 572-578
• 15. Demirel B. Optimization of the composite brick composed of expanded polystyrene and pumice blocks, Construction and Building Materials, 2013; 40: 306–313
• 16. Nabajyoti S., Brito J. Use of plastic waste as aggregate in cement mortar and concrete preparation: A review, Construction and Building Materials, 2012; 34: 385-401
• 17. Sulkowski WW., Wolinska A., Szoltysik B., Bajdur WM., Sulkowska A. Preparation and properties of flocculants derived from polystyrene waste, Polymer Degradation and Stability, 2005; 90: 272-280.
• 18. Demirbogga R., Kan AK. Thermal conductivity and shrinkage properties of modified waste polystyrene aggregate concretes, Construction and Building Materials, 2012; 35: 730-734.
• 19. Abbes IB., Bayoudh, S., Baklouti, M. Converting Waste polystyrene into adsorbent: potential use in the removal of lead and calmium Ions from aqueous solution, Journal of Polymers and the Environment, 2006; 14 (3): 249-256.
• 20. Benazzouk A., Douzane O, Mezreb K., Laidoudi B., Queneudec M, Thermal conductivity of cement composites containing rubber waste particles, experimental study and modelling, Construction and Building Materials, 2008; 22: 573-579.
• 21. Akpinar EK., Kocyiğit F. Thermal and mechanical properties of lightweight concretes produced with pumice and tragacanth, Journal of Adhesion Science and Technology, 2016; 30(5): 534-553.
• 22. Denko S. Shotherm Operation Manual No: 125-2.K.K, Instrument Products Department, 13-9 Shiba Daimon, Tokyo 105, Japan, 1990
• 23. ASTM C 109-80. Standards ASTM Designation, Standard test method for compressive strength of hydraulic cement mortars, 1983.
• 24. BS 812-109 Standards, Testing aggregates-part 109: methods for determination of moisture content. British Standards Institution, 1990.