Research Article
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Lastik Küllü Harçların Özelikleri

Year 2009, Volume: 22 Issue: 1, 109 - 127, 30.06.2009

Abstract

Bu çalışmada, harç özelikleri üzerine atık lastik külü ve uçucu külün uzun süreli etkisi


araştırılmıştır. Lastik küllü, uçucu küllü-lastik küllü ve uçucu küllü olmak üzere üç farklı grup


numune üretilmiştir. Lastik külü ve uçucu kül miktarlarının artması numunelerin mekanik


özeliklerini, ağırlıkça su emme, ağırlık kaybı ve donma-çözülme sonuçlarını olumsuz etkilemiştir. Bu


deneyler sonucunda en iyi sonuçlar çimento yerine % 10 lastik külü kullanılan numunelerde


görülmüştür. Atık lastiklerin taşınması ve depolanması hem oldukça maliyetlidir hem de çevre


kirliliğine neden olmaktadır. Çalışma sonucunda atık lastiklerin hafif harç yapımında kullanılması


önerilmektedir.

References

  • [1] İ. B. Topçu, “The properties of rubberized concretes”, Cement and Concrete Research, Vol. 25, No. 2, pp. 304-310, 1995.
  • [2] İ. B. Topçu, “Assessment of the brittleness index of rubberized concretes”, Cement and Concrete Research, Vol. 27, No. 2, pp. 177-183, 1997.
  • [3] P. Sukontasukkul, C. Chaikaew, “Properties of concrete pedestrian block mixed with crumb rubber”, Construction and Building Materials, Vol. 20, No. 7, pp. 450-457, 2006.
  • [4] N. M. Akhras, M. M. Smadi. “Properties of tire rubber ash mortar”, Cement and Concrete Composites, Vol. 36, No. 9, pp. 1727-1734, 2004.
  • [5] G. Li, M. A. Stubblefield, G. Garrick, J. Eggers, C. Abadie, B. Huang, “Development of waste tire modified concrete”, Cement and Concrete Research, Vol. 34, No. 12, pp. 2283- 2289, 2004.
  • [6] İ. B. Topçu, N. Avcular, “Analysis of rubberized concrete as a composite material”, Cement and Concrete Research, Vol. 27, No. 8, pp. 1135-1139, 1997.
  • [7] N. Eldin, A. B. Senouci, “Rubber-tire particles as concrete aggregate”, ASCE, Journal of Civil Engineering Materials, Vol. 5, No. 4, pp. 478-496, 1993.
  • [8] N. Eldin, A. B. Senouci, “Measurement and prediction of the strength of rubberized concrete”, Cement and Concrete Composites, Vol. 19, pp. 287-298, 1994.
  • [9] N. Fattuhi, L. Clark, “Cement-based materials containing shredded scrap truck tire rubber”, Construction and Building Materials, Vol. 10, No. 4, pp. 478-496, 1996.
  • [10] İ. B. Topçu, M. Sarıdemir, “Prediction of rubberized mortar properties using artificial neural network and fuzzy logic”, Journal of Materials Processing Technology, Vol. 3, pp. 108-118, 2007.
  • [11] İ. B. Topçu, A. Demir, “Durability of rubberized concretes”, ASCE, Journal of Materials in Civil Engineering, Vol. 19, No. 2, pp. 173-178, 2007.
  • [12] B. Z. Savas, S. Ahmed, D. Fedroff, “Freezing and thawing durability of concrete with ground waste tire rubber”, Transport Recycling Research, Vol. 8, pp. 1574-1580, 1996. Lastik Küllü Harçların Özellikleri 127
  • [13] İ. B. Topçu, M. Sarıdemir, “Prediction of rubberized concrete properties using artificial neural network and fuzzy logic”, Construction and Building Materials, Vol. 22, No. 4, pp. 532-540, 2008.
  • [14] N. Segre, I. Joekes, “Use of tire rubber particles as addition to cement paste”, Cement and Concrete Research, Vol. 30, No. 9, pp. 1421-1425, 2000.
  • [15] A. Benazzouk, K. Mezreb, G. Doyen, A. Goullieux, M. Queneudec, “Effect of rubber aggregates on the physico-mechanical behaviour of cement-rubber composites-influence of the alveolar texture of rubber aggregates”, Cement and Concrete Composites, Vol. 25, No. 7, pp. 711-720, 2003.
  • [16] A. Turatsinze, S. Bonnet, J.L Granju, “Mechanical characterisation of cement-based mortar incorporating rubber aggregates from recycled worn tyres”, Building and Environment, Vol. 40, No. 2, pp. 221-226, 2005.
  • [17] A. Turatsinze, J.L. Granju, S. Bonnet, “Positive synergy between steel-fibres and rubber aggregates: Effect on the resistance of cement-based mortars to shrinkage cracking”, Cement and Concrete Research, Vol. 36, No. 9, pp. 1692-1697, 2006.
  • [18] A. Turatsinze, S. Bonnet, J.L Granju, “Potential of rubber aggregates to modify properties of cement based-mortars: Improvement in cracking shrinkage resistance”, Construction and Building Materials, Vol. 21, No. 1, pp. 176-181, 2007.
  • [19] E. Güneyisi, M. Gesoğlu, T. Özturan, ”Properties of rubberized concretes containing silica fume”, Cement and Concrete Research, Vol. 34, No. 12, pp. 2309-2317, 2004.
  • [20] F. Hernandez-Olivares, G . Barluenga, B.Parga-Landa, M. Bollati, B. Witoszek, “Fatigue behaviour of recycled tyre rubber-filled concrete and its implications in the design of rigid pavements”, Construction and Building Materials, Vol. 21, No. 10, pp. 1918-1927, 2007.
  • [21] G. Li, G. Gregory, J. Eggers, C. Abadie, M. A. Stubblefield, “Waste tire fiber modified concrete”, Composites Part B: Engineering, Vol. 35, No. 4, pp. 305-312. 2004.

Properties Of Rubber Ash Mortars

Year 2009, Volume: 22 Issue: 1, 109 - 127, 30.06.2009

Abstract

In this study, the long-term effect of waste tire rubber ash and fly ash on the properties


of mortars was investigated. Experimental results have shown that the mechanical properties, water


absorption by weight, loss in weight and freezing-thawing damage properties of the specimens have


been affected negatively due to the increase in amounts of tire rubber ash and fly ash. After these


experiments, it was observed that the best results were obtained from mortars produced by using 10


% of tire rubber ash instead of cement by weight. The transportation and storage of waste tires costs


significantly and causes detrimental effects on environmental regime. Consequently it is


recommended to utilize tire rubber ash in lightweight mortar production.


References

  • [1] İ. B. Topçu, “The properties of rubberized concretes”, Cement and Concrete Research, Vol. 25, No. 2, pp. 304-310, 1995.
  • [2] İ. B. Topçu, “Assessment of the brittleness index of rubberized concretes”, Cement and Concrete Research, Vol. 27, No. 2, pp. 177-183, 1997.
  • [3] P. Sukontasukkul, C. Chaikaew, “Properties of concrete pedestrian block mixed with crumb rubber”, Construction and Building Materials, Vol. 20, No. 7, pp. 450-457, 2006.
  • [4] N. M. Akhras, M. M. Smadi. “Properties of tire rubber ash mortar”, Cement and Concrete Composites, Vol. 36, No. 9, pp. 1727-1734, 2004.
  • [5] G. Li, M. A. Stubblefield, G. Garrick, J. Eggers, C. Abadie, B. Huang, “Development of waste tire modified concrete”, Cement and Concrete Research, Vol. 34, No. 12, pp. 2283- 2289, 2004.
  • [6] İ. B. Topçu, N. Avcular, “Analysis of rubberized concrete as a composite material”, Cement and Concrete Research, Vol. 27, No. 8, pp. 1135-1139, 1997.
  • [7] N. Eldin, A. B. Senouci, “Rubber-tire particles as concrete aggregate”, ASCE, Journal of Civil Engineering Materials, Vol. 5, No. 4, pp. 478-496, 1993.
  • [8] N. Eldin, A. B. Senouci, “Measurement and prediction of the strength of rubberized concrete”, Cement and Concrete Composites, Vol. 19, pp. 287-298, 1994.
  • [9] N. Fattuhi, L. Clark, “Cement-based materials containing shredded scrap truck tire rubber”, Construction and Building Materials, Vol. 10, No. 4, pp. 478-496, 1996.
  • [10] İ. B. Topçu, M. Sarıdemir, “Prediction of rubberized mortar properties using artificial neural network and fuzzy logic”, Journal of Materials Processing Technology, Vol. 3, pp. 108-118, 2007.
  • [11] İ. B. Topçu, A. Demir, “Durability of rubberized concretes”, ASCE, Journal of Materials in Civil Engineering, Vol. 19, No. 2, pp. 173-178, 2007.
  • [12] B. Z. Savas, S. Ahmed, D. Fedroff, “Freezing and thawing durability of concrete with ground waste tire rubber”, Transport Recycling Research, Vol. 8, pp. 1574-1580, 1996. Lastik Küllü Harçların Özellikleri 127
  • [13] İ. B. Topçu, M. Sarıdemir, “Prediction of rubberized concrete properties using artificial neural network and fuzzy logic”, Construction and Building Materials, Vol. 22, No. 4, pp. 532-540, 2008.
  • [14] N. Segre, I. Joekes, “Use of tire rubber particles as addition to cement paste”, Cement and Concrete Research, Vol. 30, No. 9, pp. 1421-1425, 2000.
  • [15] A. Benazzouk, K. Mezreb, G. Doyen, A. Goullieux, M. Queneudec, “Effect of rubber aggregates on the physico-mechanical behaviour of cement-rubber composites-influence of the alveolar texture of rubber aggregates”, Cement and Concrete Composites, Vol. 25, No. 7, pp. 711-720, 2003.
  • [16] A. Turatsinze, S. Bonnet, J.L Granju, “Mechanical characterisation of cement-based mortar incorporating rubber aggregates from recycled worn tyres”, Building and Environment, Vol. 40, No. 2, pp. 221-226, 2005.
  • [17] A. Turatsinze, J.L. Granju, S. Bonnet, “Positive synergy between steel-fibres and rubber aggregates: Effect on the resistance of cement-based mortars to shrinkage cracking”, Cement and Concrete Research, Vol. 36, No. 9, pp. 1692-1697, 2006.
  • [18] A. Turatsinze, S. Bonnet, J.L Granju, “Potential of rubber aggregates to modify properties of cement based-mortars: Improvement in cracking shrinkage resistance”, Construction and Building Materials, Vol. 21, No. 1, pp. 176-181, 2007.
  • [19] E. Güneyisi, M. Gesoğlu, T. Özturan, ”Properties of rubberized concretes containing silica fume”, Cement and Concrete Research, Vol. 34, No. 12, pp. 2309-2317, 2004.
  • [20] F. Hernandez-Olivares, G . Barluenga, B.Parga-Landa, M. Bollati, B. Witoszek, “Fatigue behaviour of recycled tyre rubber-filled concrete and its implications in the design of rigid pavements”, Construction and Building Materials, Vol. 21, No. 10, pp. 1918-1927, 2007.
  • [21] G. Li, G. Gregory, J. Eggers, C. Abadie, M. A. Stubblefield, “Waste tire fiber modified concrete”, Composites Part B: Engineering, Vol. 35, No. 4, pp. 305-312. 2004.
There are 21 citations in total.

Details

Subjects Civil Engineering
Journal Section Research Articles
Authors

İlker Bekir Topçu

Mehmet Uğur Toprak This is me

Publication Date June 30, 2009
Acceptance Date February 26, 2009
Published in Issue Year 2009 Volume: 22 Issue: 1

Cite

APA Topçu, İ. B., & Toprak, M. U. (2009). Lastik Küllü Harçların Özelikleri. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, 22(1), 109-127.
AMA Topçu İB, Toprak MU. Lastik Küllü Harçların Özelikleri. ESOGÜ Müh Mim Fak Derg. June 2009;22(1):109-127.
Chicago Topçu, İlker Bekir, and Mehmet Uğur Toprak. “Lastik Küllü Harçların Özelikleri”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi 22, no. 1 (June 2009): 109-27.
EndNote Topçu İB, Toprak MU (June 1, 2009) Lastik Küllü Harçların Özelikleri. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 22 1 109–127.
IEEE İ. B. Topçu and M. U. Toprak, “Lastik Küllü Harçların Özelikleri”, ESOGÜ Müh Mim Fak Derg, vol. 22, no. 1, pp. 109–127, 2009.
ISNAD Topçu, İlker Bekir - Toprak, Mehmet Uğur. “Lastik Küllü Harçların Özelikleri”. Eskişehir Osmangazi Üniversitesi Mühendislik ve Mimarlık Fakültesi Dergisi 22/1 (June 2009), 109-127.
JAMA Topçu İB, Toprak MU. Lastik Küllü Harçların Özelikleri. ESOGÜ Müh Mim Fak Derg. 2009;22:109–127.
MLA Topçu, İlker Bekir and Mehmet Uğur Toprak. “Lastik Küllü Harçların Özelikleri”. Eskişehir Osmangazi Üniversitesi Mühendislik Ve Mimarlık Fakültesi Dergisi, vol. 22, no. 1, 2009, pp. 109-27.
Vancouver Topçu İB, Toprak MU. Lastik Küllü Harçların Özelikleri. ESOGÜ Müh Mim Fak Derg. 2009;22(1):109-27.

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