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New production process for insulation blocks composed of EPS and lightweight concrete containing pumice aggregate

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Abstract

This study introduces a new production method for production of the insulation blocks made of pumice aggregate, lightweight concrete and expanded polystyrene foam (EPS). Products produced via this method were analyzed for compliance with the Turkish standards institution (TS EN) standards. A single-line lightweight masonry block with 200 mm × 400 mm × 200 mm dimension (width × length × height) was produced to produce an insulation block by using circular saw block cutting machine for the first time. Physical and thermal properties of the all-in aggregate pumice used in lightweight aggregate were determined and the all-in aggregate pumice was subjected to sieve analysis. After the production, insulation blocks were subjected to some analysis according to pre-set standards to determine their usability as masonry unit. After the curing period (28 days), it was found that the highest value of deviation from the plane was 0.150 mm; deviation of the flanges from plain parallelism was 0.40 mm; dry density was 562 kg/m3; compressive strength value was 2.99 N/mm2; water absorption coefficient by capillaries was 20.63 g/mm2sn0.5; sound absorption value of the masonry unit was 60 (dB); thermal conductivity coefficient was 0.33 W/mK; initial shear strength value was 0.471 N/mm2 and plaster-holding capacity was considerably high. When compared to other construction elements, thermal conductivity and masonry unit weight of the insulation block and masonry costs were found to be lower.

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References

  1. Yaşar E, Erdoğan Y (2001) Place in the natural stone industry toprakkale basalt 4. Industrial Minerals Symposium, İzmir

  2. Gündüz L, Sariisik A, Tozaçan B, Davraz M, Uğur İ, Çankıran O (1998) Pumice technology, vol 1. Süleyman Demirel University, Turkey. pp 275–285

  3. Demirdag S, Gündüz L (2008) Strength properties of volcanic slag aggregate lightweight concrete for high performance masonry units. Construct Build Mater 22:135–142

    Article  Google Scholar 

  4. Gündüz L, Bekar M, Şapcı N (2007) Influence of a new type of additive on the performance of polymer-lightweight mortar composites. Cem Concr Compos 29:594–602

    Article  Google Scholar 

  5. Gündüz L (2001) Heat insulation as pumice aggregate use, vol 4. Industrial Minerals Symposium. pp 59–68

  6. Cavaleri L, Miraglia N, Papia M (2003) Pumice concrete for structural wall panels. Eng Struct 25:115–125

    Article  Google Scholar 

  7. Campione G, La Mendola L (2004) Behavior in compression of lightweight fiber reinforced concrete confined with transverse steel reinforcement. Cem Concr Compos 26:645–656

    Article  Google Scholar 

  8. Piora LS, Piora IL (2004) Production of expanded-clay aggregate for lightweight concrete from non-selfbloating clays. Cem Concr Compos 26:639–643

    Article  Google Scholar 

  9. Gündüz L (2008) The effects of pumice aggregate/cement ratios on the low-strength concrete properties. Construct Build Mater 22:721–728

    Article  Google Scholar 

  10. Gündüz L (2008) Use of quartet blends containing fly ash, scoria, perlitic pumice and cement to produce cellular hollow lightweight masonry blocks for non-load bearing walls. Construct Build Mater 22:747–754

    Article  Google Scholar 

  11. Sri Ravindrarajah R, Tuck A (1994) Properties of hardened concrete containing treated expanded polystyrene beads. Cem Concr Compos 16:273–277

    Article  Google Scholar 

  12. Babu KG, Babu DS (2003) Behaviour of lightweight expanded polystyrene concrete containing silica fume. Cem Concr Res 33:755–762

    Article  Google Scholar 

  13. Babu DS, Babu KG, Tiong-Huan W (2006) Effect of polystyrene aggregate size on strength and moisture migration characteristics of lightweight concrete. Cem Concr Compos 28:520–527

    Article  Google Scholar 

  14. Kayyali O, Haque M (1996) A new generation of structural lightweight concrete. University of New South Wales, Australia. Concrete Technology SP, 171(27):569–588

  15. Demir İ, Uygunoğlu T (2003) Investigation of use of pumice and diatomaceous in the production of light weight block materials, vol 3. Crushing stone National Symposium, pp. 107–115

  16. Hossain KMA (2004) Potential use of volcanic pumice as a construction material. J Mater Civ Eng ASCE 16(6):573–577

    Article  Google Scholar 

  17. Hossain KMA, Lachemi M (2005) Thermal conductivity and acoustic performance of volcanic pumice based composites. Mater Sci Forum 480–481:611–616

    Article  Google Scholar 

  18. Hossain KMA, Lachemi M (2007) Mix design, strength, durability and fire resistance of lightweight concrete with pumice aggregate. ACI Mater J 104(5):449–457

    Google Scholar 

  19. Hossain KMA (2008) Bond characteristics of plain and deformed bars in lightweight pumice concrete. Construct Build Mater 22:1491–1499

    Article  MathSciNet  Google Scholar 

  20. Topçu IB, Işıkdağ B (2008) Effect of expanded perlite aggregate on the properties of lightweight concrete. J Mater Process Technol 204:34–38

    Article  Google Scholar 

  21. Demirboğa R, Örüng İ, Gül R (2001) Effect of expanded perlite aggregate and mineral admixtures on the compressive strength of low-density concretes. Cem Concr Res 31:1627–1632

    Article  Google Scholar 

  22. Bouchair A (2008) Steady state theoretical model of fired clay hollow bricks for enhanced external wall thermal insulation. Build Environ 43:1603–1618

    Article  Google Scholar 

  23. Sari D, Paşamehmetoğlu AG (2005) The effects of gradation and admixture on the pumice lightweight aggregate concrete. Cem Concr Res 35:936–942

    Article  Google Scholar 

  24. Gündüz L (2005) Civil sector bimsblock. Pumice Research Laboratory of SDU (Suleyman Demirel University), Isparta, pp 928

  25. TS EN 771-3 (2005) Specification for masonry units-Part 3: Aggregate concrete masonry units (Dense and light-weight aggregates), Turkish Standards Institute, Ankara

  26. TS EN 197-1 (2002) Cement-Part 1: Compositions and conformity criteria for common cements. Turkish Standards Institute, Ankara

  27. DIN 4102 (1998) Part 1-B2. Reaction to fire tests: ignitability of building products subjected to direct impingement of flame. Deutsche Industry Norm, Berlin

  28. Püd (Polystyrene Producers Association) (1995) Heat insulation in the EPS, EPS manufacturers association publications. İstanbul, pp 23–32

  29. Basf S (1996) Technical information. Aktiengesellchaft, Germany, pp 180–184

    Google Scholar 

  30. TS 3530 EN 933-1 (1999) Tests for geometrical properties of aggregates Part 1: Determination of particle size distribution sieving method. Turkish Standards Institute, Ankara

  31. TS EN 772-20 (2002) Methods of test for masonry units: Part 20: Determination of flatness of faces of aggregate concrete manufactured stone and natural stone masonry units. Turkish Standards Institute, Ankara

  32. TS EN 772-16 (2006) Methods of test for masonry units-Part 16: Determination of dimensions. Turkish Standards Institute, Ankara

  33. TS EN 772-13 (2002) Methods of test for masonry units-Part 13: determination of net and gross dry density of masonry units (except for natural stone). Turkish Standards Institute, Ankara

  34. TS EN 772-1 (2002) Methods of test for mortar for masonry units-Part 1: determination of compressive strength. Turkish Standards Institute, Ankara

  35. TS EN 772-11 (2002) Methods of test for masonry units-Part 11: determination of water absorption of aggregate concrete, manufactured stone and natural stone masonry units. Turkish Standards Institute, Ankara

  36. TS EN ISO 140-3 (1996) Acoustics-measurement of sound insulation in buildings and of building elements Part 3: laboratory measurements of airborne sound insulation of building elements. Turkish Standards Institute, Ankara

  37. TS EN 1052-3 (2002) Methods of test for masonry-Part 4: determination of initial shear strength. Turkish Standards Institute, Ankara

  38. Gündüz L, Şapcı N, Bekar M (2006) A technical analysis on improving the technical properties of pumice concretes with expanded perlite aggregates, vol 4. Crushing stone National Symposium, İstanbul

  39. TS EN 1745 (2004) Masonry and masonry products: methods for determining declared and design thermal values. Turkish Standards Institute, Ankara

  40. TS 2381-2 EN ISO 717-2 (1996) Acoustics: rating of sound insulation in buildings and of building elements-Part 2: impact sound insulation, Turkish Standards Institute, Ankara

  41. TS EN 998-1 (2006) Specification for mortar for masonry-Part 1: rendering and plastering mortar. Turkish Standards Institute, Ankara

  42. Andblok (2011) Insulated wall block, Eskişehir, Turkey, September 2011 (http://www.izoduo.com)

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Acknowledgments

The Insulation Block used in the present study has been developed as a new product with the financial support of SME’s R&D Support Program Project Nr TUBITAK–1507/7080080. We would like to thank TUBITAK for its valuable contributions.

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Correspondence to Gencay Sariisik.

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Sariisik, A., Sariisik, G. New production process for insulation blocks composed of EPS and lightweight concrete containing pumice aggregate. Mater Struct 45, 1345–1357 (2012). https://doi.org/10.1617/s11527-012-9836-z

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