Dergiler / Maden Tetkik ve Arama Dergisi / 2026 / Cilt: 161 Sayı: 161

Usability of PC-ash as lightweight aggregate in foam concrete

Metin Davraz(Süleyman Demirel University, Natural and Industrial Building Materials Application and Research Center, Isparta, Turkey)0000-0002-6069-7802
Şemsettin Kılınçarslan(Süleyman Demirel University, Faculty of Engineering, Civil Engineering Department, Isparta, Turkey)0000-0001-8253-9357
Sayfa
49–56
Yayın Tarihi
2020-04-15
🏛️Bu makalenin bibliyografik verileri ve tam metin bağlantısı DergiPark üzerinden sağlanmıştır.
DergiPark Kaydı ↗
✨

Yapay Zeka Hızlı Bakış & Çıkarımlar

AI Insight
⚡ TL;DR(1 Cümlede Hızlı Çıkarım)

As a result, it has been determined that PC-ash as lightweight aggregate can be successfully used in production of precast element and light floor-screed.

📌 3 Maddede Bu Makale

🎯
Amaç & Hipotez:Foam concretes can be produced with aggregate or without aggregate.
📊
Temel Bulgular & Veri:Waste- PC ash is emerging from the pulverized coal furnace about 10 tons/day in a textile factory located in the vicinity of Dinar (Afyonkarahisar).
💡
Sonuç & Katkı:As a result, it has been determined that PC-ash as lightweight aggregate can be successfully used in production of precast element and light floor-screed.
🔬Tür:Araştırma Makalesi
📍Kapsam:Genişletilmiş Akademik Örneklem
⚙️Değişkenler:Foam concrete · Lightweight aggregate · PC ash

Abstract

Foam concretes can be produced with aggregate or without aggregate. In this study, the possibility of using PC ash as lightweight aggregate in the production of foam concrete was investigated. Waste- PC ash is emerging from the pulverized coal furnace about 10 tons/day in a textile factory located in the vicinity of Dinar (Afyonkarahisar). The chemical properties, particle size distribution and grain densities of PC-ash were determined. Foam concrete with a dry density of 450 kg/m3 at a cement dosage of 250 kg/m3 and w/c:0.65 was produced after the aggregate analysis. The PC-ash which is used in foam concrete mix is between 0 and 200 kg/m3. 100 mm cube and 300x300x50 mm prism samples were prepared with this foam concrete. The compressive strengths of the cube samples and the thermal conductivity coefficient of the prism samples were tested at the 28th day. The average compressive strength of foam concrete samples with a density of 452 kg/m3 was determined as 1.07 MPa and the thermal conductivity coefficient was determined as 0.097 W/mK. As a result, it has been determined that PC-ash as lightweight aggregate can be successfully used in production of precast element and light floor-screed.

🔖

Bu Makaleye Atıf Yap

Davraz, M., Kılınçarslan, Ş. (2020). Usability of PC-ash as lightweight aggregate in foam concrete. Maden Tetkik ve Arama Dergisi, Cilt: 161 Sayı: 161, 49–56. https://doi.org/10.19111/bulletinofmre.545562

📄 Tam Metin PDF Okuyucu

📄

PDF görüntüleyici hazırlanıyor...

Kaynakça (28)

  1. ACI 523. 1R. 1992. Guide for cast-in-place low density concrete. American Concrete Institute 1992.
  2. Aldridge, D. 2000. Foamed concrete. Concrete 34 (4):20–2.
  3. Durack J.M., Weiqing L. 1998. The properties of foamed air cured fly ash based concrete for masonry production. In: Page A., Dhanasekar M., Lawrence S., editors. In: Proceedings of 5th Australian masonry conference. Australia: Gladstone, Queensland 129-38.
  4. Hunaiti Y.M. 1996. Composite action of foamed and lightweight aggregate concrete. Journal of Materials in Civil Engineering 3-111.
  5. Jitchaiyaphum, K., Sinsiri, T., Chindaprasirt, P. 2011. Cellular Lightweight Concrete Containing Pozzolan Materials. Procedia Engineering Vol. 14, pp. 1157–1164.
  6. Jones, M.R., McCarthy, A. 2005. Preliminary views on the potential of foamed concrete as a structural material. Magazine of Concrete Research 57: 21-31
  7. Kearsly, E.P., Booyens, P.J. 1998. Reinforced foamed concrete, can it be durable. Concrete/Beton 91; 5-9.
  8. Kearsly, E.P., Wainwright, P.J. 2001a. The effect of high fly ash content on the compressive strength of foamed concrete. Cement and Concrete Research 31: 12-105.
  9. Kearsly, E.P., Wainwright, P.J. 2001b. Porosity and permeability of foam Concrete. Cement and Concrete Research 35: 805-812
  10. Kunhanandan, E.K., Ramamurthy, K. 2006. Influence of filler type on the properties of foam concrete. Cement and Concrete Composites 28: 475–480.
  11. Mc Cormick, F.C. 1967. Rational propertioning of preformed foam cellular concrete. ACI Material Journal 64:9-104.
  12. Ramamurthy, K., Nambiar, E.K., Ranjani, G. 2009. A classification of studies on properties of foam concrete. Cement and Concrete composite 31: 388-396.
  13. Regan, P.E. Arasteh, AR., 1990. Lightweight aggregate foamed concrete. The Structural Engineer 68 (9): 73-167.
  14. Rudnai, G. 1963. Lightweight concretes. Budapest, Akademikiado.
  15. Short, A., Kinniburgh, W. 1963. Lightweight concrete. Asia Publishing House.
  16. Slabaugh, S., Swan, C., Malloy, R. 2007. Development and Properties of Foam Concrete Synhetic Lightweight Aggregates. World of Coal Ash (WOCA) May 7-10, Covington Kentucky, USA.
  17. Tikalsky, P.J. Pospisil, J., Mac Donald, W. 2004. A method assessment of the freeze – thaw resistance of performed foam cellular concrete, Cement and Concrete Research 34 (5), 889- 893.
  18. Tam, C.T., Lim, TY., Lee, SI. 1987. Relationship between strength and volumetric composition of mosit- cured cellular concrete. Magazine of Concrete Research 39:12-8.
  19. TS 13565, 2013. Lightweight sandwich masonry units with insulation layer. Turkish Standard Institute.
  20. TS 3530 EN 933-1, 2012. Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method. Turkish Standard Institute.
  21. TS EN 1097-3, 1999. Tests for mechanical and physical properties of aggregates- Part 3: Determination of loose bulk density and voids. Turkish Standard Institute.
  22. TS EN 1097-6, 2013. Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption. Turkish Standard Institute.
  23. TS EN 12664, 2009. Thermal performance of building materials and products - Determination of thermal resistance by means of guarded hot plate and heat flow meter methods - Dry and moist products of medium and low thermal resistance. Turkish Standard Institute.
  24. TS EN 13055, 2013. Lightweight aggregates. Turkish Standard Institute.
  25. TS EN 206, 2017. Concrete - Specification, performance, production and conformity. Turkish Standard Institute.
  26. TS EN 450-1, 2013. Fly ash for concrete - Part 1: Definition, specifications and conformity criteria. Turkish Standard Institute.
  27. Van Dijk, S. 1991. Foamed concrete: A Dutch View. British Cement Association 49-53.
  28. Kearsly, E.P., Wainwright, P.J. 2001a. The effect of high fly ash content on the compressive strength of foamed concrete. Cement and Concrete Research 31: 12-105.