BibTex RIS Kaynak Göster

Concrete With by-products And Waste Materials As Aggregate or Cement: An Overview

Yıl 2017, Cilt: 6 Sayı: 1, 29 - 38, 01.03.2017

Öz

Concrete is the most widely used building material in the construction industry. Cement production requires large amounts of energy and has a major role in environmental pollution and emissions of greenhouse gases. Reducing the consumption of cement is one of the ways to protect the environment. Increases in the use of natural aggregate causes the environmental destruction. On the other hand, the waste industrial and by-products materials can be hazardous for the environment. In this review, the majority of natural and industrial wastes used in concrete were briefly mentioned and described and different areas of applications have been given. These waste materials are deposited on open air spaces causing serious environmental problems. The effect of using these wastes, individually or in combination on concrete properties was discussed. This paper investigate some waste materials which are used in concrete as cement or aggregate. The alternative materials tested were, such as fly ash as binder for cement replacement, recycled fine aggregate originating from mixed construction and demolition waste and steel slag as coarse aggregate.

Kaynakça

  • 1. Kosmatka, S.H., Kerkhoff, B., Panarese, W.C., (2002). Design and Control of Concrete Mixture. Portland Cement Association, Skokie, Illinois.
  • 2. Tu, T.Y., Chen, Y.Y., Hwang, C.L., (2006). Properties of HPC with recycled aggregates. Cem. Concr. Compos. 36, 943–950.
  • 3. Qasrawi, H., Shalabi, F., Asi, I., (2009). Use of low CaO unprocessed steel slag in concrete as fine aggregate. Constr. Build. Mater. 23, 1118–1125.
  • 4. Mannan, M.A., Ganapathy, C., (2004). Concrete from an agricultural waste – oil palm shell (OPS). Builld. Environ. 39, 441–448.
  • 5. Ogawa, H., (2000). Sustainable solid waste management in developing countries. In: Proceedings of the 7th ISWA International Congress and Exhibition. World Health Organization, Kuala Lumpur. Available from: /http://www. gdrc.org/ uem/waste/swm-fogawa1.htmS.
  • 6. Ismail ZZ, Al-Hashmi EA. Reuse of waste iron as a partial replacement of sand in concrete. Waste Manage (2008); 28:2048–53.
  • 7. Sear, L., (2005). Towards zero waste. Concrete 39, 50–52.
  • 8. Rakshvir, M., Barai, S.V., (2006). Studies on recycled aggregates-based concrete. Waste Manage. Res. 24, 225– 233.
  • 9. Motz H, Geiseler J. Products of steel slags an opportunity to save natural resources. Waste Manage (2001); 21:285–93.
  • 10. Muhmood L, Vitta S, Venkateswaran D. Cementitious and pozzolanic behavior of electric arc furnace steel slags. Cem Concr Res (2009); 39:102–9.
  • 11. Vàzquezramonich E, Barra M. Reactivity and expansion of electric arc furnace slag in their application in construction. Mater de Constucción (2001);51:137–48.
  • 12. Wu S, Xue Y, Ye Q, Chen Y. Utilization of steel slag as aggregates for stone mastic asphalt (SMA) mixtures. Build Environ (2007); 42:2580–5.
  • 13. Manso JM, Polanco JA, Losañez M, González JJ. Durability of concrete made with EAF slag as aggregate. Cem Concr Compos (2006); 28:528–34.
  • 14. Maslehuddin M, Sharif AM, Shameem M, Ibrahim M, Barry MS. Comparison of properties of steel slag and crushed limestone aggregate concretes. Construct Build Mater (2003); 17:105–12.
  • 15. Abu-Eishah, S. I., El-Dieb, A. S., & Bedir, M. S. (2012). Performance of concrete mixtures made with electric arc furnace (EAF) steel slag aggregate produced in the Arabian Gulf region. Construction and Building Materials, 34, 249– 256. http://doi.org/10.1016/j.conbuildmat (2012.02.012)
  • 16. Pellegrino, C., Cavagnis, P., Faleschini, F., & Brunelli, K. (2013). Properties of concretes with black/oxidizing electric arc furnace slag aggregate. Cement and Concrete Composites, 37(1), 232–240. http://doi.org/10.1016/j. cemconcomp (2012.09.001)
  • 17. Alsheyab, M. a T., & Khedaywi, T. S. (2013). Effect of electric arc furnace dust (EAFD) on properties of asphalt cement mixture. Resources, Conservation and Recycling, 70, 38–43. http://doi.org/10.1016/j.resconrec (2012.10.003)
  • 18. Rezaei Ochbelagh, D., Azimkhani, S., & Gasemzadeh Mosavinejad, H. (2011). Effect of gamma and lead as an additive material on the resistance and strength of concrete. Nuclear Engineering and Design, 241(6), 2359–2363. http:// doi.org/10.1016/j.nucengdes (2011.03.001)
  • 19. Li, G., Zhao, X., (2003). Properties of concrete incorporating fly ash and ground granulated blast-furnace slag. Cem. Concr. Compos. 25, 293–299.
  • 20. Rai, A., Prabakar, J., Raju, C.B., Morchalle, R.K., (2002). Metallurgical slag as a component in blended cement. Constr. Build. Mater. 16, 489–494.
  • 21. Demirboga, R., Gül, R., (2006). Production of high strength concrete by use of industrial by-products. Build. Environ. 41, 1124–1127.
  • 22. özkan, ö ., Yüksel, I., Muratoğglu,ö ., (2007). Strength properties of concrete incorporating coal bottom ash and granulated blast furnace slag. Waste Manage. 27, 161–167.
  • 23. Ramachandran, V.S., (1981). CBD-215. Waste and byproducts as concrete aggregates. From National Research Council Canada Portal. Available from: /http://www. nrc-cnrc.gc.ca/eng/ibp/irc/cbd/building-digest-215.htmlS (accessed 01.01.81).
  • 24. Ghailan, A.H. (2005). Modified concrete by using a waste material as a coarse aggregate. In: Tommelein, I.D., (Ed.), Construction management, Contract management, Engineering education, Productivity, Sustainable development, Pro- ceedings of the International Conference on Construction Research Congress 2005: Broadening Perspectives, San Diego, California, 5–7 April, pp. 1–10.
  • 25. Bouikni, A., Swamy, R.N., Bali, A., (2009). Durability properties of concrete contain- ing 50% and 65% slag. Constr. Build. Mater. 23, 2836–2845.
  • 26. Khedaywi T, Abu-Orabi S, Al-Rashdan Z. Effect of limestone dust collector fines on properties of asphalt cement. Journal of Petroleum Research, Scientific Research Council (1987); 6(2):53–62
  • 27. Anastasiou, E., Georgiadis Filikas, K., & Stefanidou, M. (2014). Utilization of fine recycled aggregates in concrete with fly ash and steel slag. Construction and Building Materials, 50, 154–161. http://doi.org/10.1016/j. conbuildmat (2013.09.037)
  • 28. Ismail, Z. Z., & Jaeel, A. J. (2013). A novel use of undesirable wild giant reed biomass to replace aggregate in concrete. Construction and Building Materials, 67, 68–73. http://doi. org/10.1016/j.conbuildmat (2013.11.064)
  • 29. Singh, G., & Siddique, R. (2011). Effect of waste foundry sand (WFS) as partial replacement of sand on the strength, ultrasonic pulse velocity and permeability of concrete. Construction and Building Materials, 26(1), 7. http://doi. org/10.1016/j.conbuildmat (2011.06.041)
  • 30. Ikotun, B.D., Ekolu, S., (2009)., Strength And Durability Effect Of Modified Zeolite Additive On Concrete Properties
  • 31. Woyciechowski, P., (2014), Influence Of Mineral Additives On Concrete Carbonation
  • 32. Gonzalez, (2014)., Properties Of High Performance Concrete Made With Recycled Fine Ceramic And Coarse Mixed Aggregates
  • 33. Aggarwal, Y., & Siddique, R. (2014). Microstructure and properties of concrete using bottom ash and waste foundry sand as partial replacement of fine aggregates. Construction and Building Materials, 54, 210–223. http:// doi.org/10.1016/j.conbuildmat (2013.12.051)
  • 34. Frondistou-Yannas, S., (1997). Waste concrete as aggregate for new concrete. Int. Concr. Res. Inf. Portal.
  • 35. Siddique, R., & Singh, G., Utilization of waste foundry sand (WFS) in concrete manufacturing. Resources, Conservation and Recycling, 55(11), 885–892. http://doi.org/10.1016/j. resconrec (2011.05.001)
  • 36. Batayneh, M., Marie, I., Asi, I., (2007). Use of selected waste materials in concrete mixes. Waste Manage. 27, 1870–1876.
  • 37. Demirel, B, (2008). The Usage Of Waste Materials ,Such As Waste Vehicle Tires,Fly Ash Silica Fume Blast Furnace Slag Waste Marble Dust In Concrete
  • 38. Pacheco Torgal, F., Ding, Y., (2014)., Concrete With Polymeric Wastes
  • 39. Goetzce NV, Monismith CL. An analytical study of the applicability of rubber pave- ments. Berkeley: Deportment of Civil Engineering, University of California; 1978.
  • 40. Khedaywi T, Tamimi A, Al-Masaeid H, Khamaiseh K. Laboratory investigation of properties of asphalt rubber concrete mixtures. Transportation Research Record 1417, TRB, National Research Council, Washington, DC; January (1993). p. 93–98.
  • 41. Khedaywi T, Abu-Eisha S, Taqieddin S. Effect of phosphate slimes on properties and performance of asphalt cement and asphalt concrete mixes. Dirasat, Natural and Engineering Sciences (1996); 23(2):170–9.
  • 42. Khedaywi T. Utilization of the indirect tensile test to evaluate the effectiveness of additives on moisture sensitivity of asphalt concrete mixtures. Indian Highway, India; August (1992). p. 31–37.
  • 43. Bernardo, G., Marroccoli, M., Nobili, M., Telesca, a., & Valenti, G. L. (2007). The use of oil well-derived drilling waste and electric arc furnace slag as alternative raw materials in clinker production. Resources, Conservation and Recycling, 52(1), 95–102. http://doi.org/10.1016/j. resconrec (2007.02.004)
  • 44. Cheah, C. B., & Ramli, M. (2011). The implementation of wood waste ash as a partial cement replacement material in the production of structural grade concrete and mortar: An overview. Resources, Conservation and Recycling, 55(7), 669–685. http://doi.org/10.1016/j.resconrec (2011.02.002)
  • 45. Netinger, I., Rukavina, M. J., & Mladenovič, A. (2013). Improvement of post-fire properties of concrete with steel slag aggregate. Procedia Engineering, 62, 745–753. http:// doi.org/10.1016/j.proeng (2013.08.121)
  • 46. CEN. European Committee for Standardization. Rue de Stassart, 36. Brussels B-1050.
  • 47. Lin, K., & Cheng, C. (2012). Study on recycled waste foundry sand as raw materials of cement additives. Sustainable Environmen, 22(2), 91–97.

Betonda Çimento ve Aggrega Yerıne Kullanılan Atık ve İkincil Maddeler

Yıl 2017, Cilt: 6 Sayı: 1, 29 - 38, 01.03.2017

Öz

Beton, özellikle çimento inşaat sektöründe en yaygın kullanılan yapı malzemesidir. Çimento üretimi büyük miktarda enerji gerektirir ve çevre kirliliğine sebep olmaktadır. Çevreyi korumanın yollarından biri, çimento üretiminin azaltılmasıdır. Ayrıca çimento veya beton ham maddeleri için doğal kaynaklardan fazla kullanılmaktadır ve böylece çevreye zarar vermekteyiz. Öte yandan endüstriyel atıklar ve sanayi yan ürünleri de artmakta ve bu atıklar arttıkça çevre için tehlikeli olabilir. Bu maddelerın betonda kullanılması ile, doğal kaynaklardan daha az kullanılmakta ve çevre kirlenmemesine sebep olmaktadır. Böylece atıkların depolanması azalır ve çevre sorunlarını azaltmada önemli faydalar sağlar, özellikle CO2 emisyonları da azaltmaktadır. Bu derleme makalede betonun agregası olarak veya çimentonun bir kısmı olarak hatta klinkerde bu atık ve alternatif maddeler kullanılmaktadır. Bu atıkların isimleri ve farklı alanlarda kullanılmasından kısaca söz edilmiştir

Kaynakça

  • 1. Kosmatka, S.H., Kerkhoff, B., Panarese, W.C., (2002). Design and Control of Concrete Mixture. Portland Cement Association, Skokie, Illinois.
  • 2. Tu, T.Y., Chen, Y.Y., Hwang, C.L., (2006). Properties of HPC with recycled aggregates. Cem. Concr. Compos. 36, 943–950.
  • 3. Qasrawi, H., Shalabi, F., Asi, I., (2009). Use of low CaO unprocessed steel slag in concrete as fine aggregate. Constr. Build. Mater. 23, 1118–1125.
  • 4. Mannan, M.A., Ganapathy, C., (2004). Concrete from an agricultural waste – oil palm shell (OPS). Builld. Environ. 39, 441–448.
  • 5. Ogawa, H., (2000). Sustainable solid waste management in developing countries. In: Proceedings of the 7th ISWA International Congress and Exhibition. World Health Organization, Kuala Lumpur. Available from: /http://www. gdrc.org/ uem/waste/swm-fogawa1.htmS.
  • 6. Ismail ZZ, Al-Hashmi EA. Reuse of waste iron as a partial replacement of sand in concrete. Waste Manage (2008); 28:2048–53.
  • 7. Sear, L., (2005). Towards zero waste. Concrete 39, 50–52.
  • 8. Rakshvir, M., Barai, S.V., (2006). Studies on recycled aggregates-based concrete. Waste Manage. Res. 24, 225– 233.
  • 9. Motz H, Geiseler J. Products of steel slags an opportunity to save natural resources. Waste Manage (2001); 21:285–93.
  • 10. Muhmood L, Vitta S, Venkateswaran D. Cementitious and pozzolanic behavior of electric arc furnace steel slags. Cem Concr Res (2009); 39:102–9.
  • 11. Vàzquezramonich E, Barra M. Reactivity and expansion of electric arc furnace slag in their application in construction. Mater de Constucción (2001);51:137–48.
  • 12. Wu S, Xue Y, Ye Q, Chen Y. Utilization of steel slag as aggregates for stone mastic asphalt (SMA) mixtures. Build Environ (2007); 42:2580–5.
  • 13. Manso JM, Polanco JA, Losañez M, González JJ. Durability of concrete made with EAF slag as aggregate. Cem Concr Compos (2006); 28:528–34.
  • 14. Maslehuddin M, Sharif AM, Shameem M, Ibrahim M, Barry MS. Comparison of properties of steel slag and crushed limestone aggregate concretes. Construct Build Mater (2003); 17:105–12.
  • 15. Abu-Eishah, S. I., El-Dieb, A. S., & Bedir, M. S. (2012). Performance of concrete mixtures made with electric arc furnace (EAF) steel slag aggregate produced in the Arabian Gulf region. Construction and Building Materials, 34, 249– 256. http://doi.org/10.1016/j.conbuildmat (2012.02.012)
  • 16. Pellegrino, C., Cavagnis, P., Faleschini, F., & Brunelli, K. (2013). Properties of concretes with black/oxidizing electric arc furnace slag aggregate. Cement and Concrete Composites, 37(1), 232–240. http://doi.org/10.1016/j. cemconcomp (2012.09.001)
  • 17. Alsheyab, M. a T., & Khedaywi, T. S. (2013). Effect of electric arc furnace dust (EAFD) on properties of asphalt cement mixture. Resources, Conservation and Recycling, 70, 38–43. http://doi.org/10.1016/j.resconrec (2012.10.003)
  • 18. Rezaei Ochbelagh, D., Azimkhani, S., & Gasemzadeh Mosavinejad, H. (2011). Effect of gamma and lead as an additive material on the resistance and strength of concrete. Nuclear Engineering and Design, 241(6), 2359–2363. http:// doi.org/10.1016/j.nucengdes (2011.03.001)
  • 19. Li, G., Zhao, X., (2003). Properties of concrete incorporating fly ash and ground granulated blast-furnace slag. Cem. Concr. Compos. 25, 293–299.
  • 20. Rai, A., Prabakar, J., Raju, C.B., Morchalle, R.K., (2002). Metallurgical slag as a component in blended cement. Constr. Build. Mater. 16, 489–494.
  • 21. Demirboga, R., Gül, R., (2006). Production of high strength concrete by use of industrial by-products. Build. Environ. 41, 1124–1127.
  • 22. özkan, ö ., Yüksel, I., Muratoğglu,ö ., (2007). Strength properties of concrete incorporating coal bottom ash and granulated blast furnace slag. Waste Manage. 27, 161–167.
  • 23. Ramachandran, V.S., (1981). CBD-215. Waste and byproducts as concrete aggregates. From National Research Council Canada Portal. Available from: /http://www. nrc-cnrc.gc.ca/eng/ibp/irc/cbd/building-digest-215.htmlS (accessed 01.01.81).
  • 24. Ghailan, A.H. (2005). Modified concrete by using a waste material as a coarse aggregate. In: Tommelein, I.D., (Ed.), Construction management, Contract management, Engineering education, Productivity, Sustainable development, Pro- ceedings of the International Conference on Construction Research Congress 2005: Broadening Perspectives, San Diego, California, 5–7 April, pp. 1–10.
  • 25. Bouikni, A., Swamy, R.N., Bali, A., (2009). Durability properties of concrete contain- ing 50% and 65% slag. Constr. Build. Mater. 23, 2836–2845.
  • 26. Khedaywi T, Abu-Orabi S, Al-Rashdan Z. Effect of limestone dust collector fines on properties of asphalt cement. Journal of Petroleum Research, Scientific Research Council (1987); 6(2):53–62
  • 27. Anastasiou, E., Georgiadis Filikas, K., & Stefanidou, M. (2014). Utilization of fine recycled aggregates in concrete with fly ash and steel slag. Construction and Building Materials, 50, 154–161. http://doi.org/10.1016/j. conbuildmat (2013.09.037)
  • 28. Ismail, Z. Z., & Jaeel, A. J. (2013). A novel use of undesirable wild giant reed biomass to replace aggregate in concrete. Construction and Building Materials, 67, 68–73. http://doi. org/10.1016/j.conbuildmat (2013.11.064)
  • 29. Singh, G., & Siddique, R. (2011). Effect of waste foundry sand (WFS) as partial replacement of sand on the strength, ultrasonic pulse velocity and permeability of concrete. Construction and Building Materials, 26(1), 7. http://doi. org/10.1016/j.conbuildmat (2011.06.041)
  • 30. Ikotun, B.D., Ekolu, S., (2009)., Strength And Durability Effect Of Modified Zeolite Additive On Concrete Properties
  • 31. Woyciechowski, P., (2014), Influence Of Mineral Additives On Concrete Carbonation
  • 32. Gonzalez, (2014)., Properties Of High Performance Concrete Made With Recycled Fine Ceramic And Coarse Mixed Aggregates
  • 33. Aggarwal, Y., & Siddique, R. (2014). Microstructure and properties of concrete using bottom ash and waste foundry sand as partial replacement of fine aggregates. Construction and Building Materials, 54, 210–223. http:// doi.org/10.1016/j.conbuildmat (2013.12.051)
  • 34. Frondistou-Yannas, S., (1997). Waste concrete as aggregate for new concrete. Int. Concr. Res. Inf. Portal.
  • 35. Siddique, R., & Singh, G., Utilization of waste foundry sand (WFS) in concrete manufacturing. Resources, Conservation and Recycling, 55(11), 885–892. http://doi.org/10.1016/j. resconrec (2011.05.001)
  • 36. Batayneh, M., Marie, I., Asi, I., (2007). Use of selected waste materials in concrete mixes. Waste Manage. 27, 1870–1876.
  • 37. Demirel, B, (2008). The Usage Of Waste Materials ,Such As Waste Vehicle Tires,Fly Ash Silica Fume Blast Furnace Slag Waste Marble Dust In Concrete
  • 38. Pacheco Torgal, F., Ding, Y., (2014)., Concrete With Polymeric Wastes
  • 39. Goetzce NV, Monismith CL. An analytical study of the applicability of rubber pave- ments. Berkeley: Deportment of Civil Engineering, University of California; 1978.
  • 40. Khedaywi T, Tamimi A, Al-Masaeid H, Khamaiseh K. Laboratory investigation of properties of asphalt rubber concrete mixtures. Transportation Research Record 1417, TRB, National Research Council, Washington, DC; January (1993). p. 93–98.
  • 41. Khedaywi T, Abu-Eisha S, Taqieddin S. Effect of phosphate slimes on properties and performance of asphalt cement and asphalt concrete mixes. Dirasat, Natural and Engineering Sciences (1996); 23(2):170–9.
  • 42. Khedaywi T. Utilization of the indirect tensile test to evaluate the effectiveness of additives on moisture sensitivity of asphalt concrete mixtures. Indian Highway, India; August (1992). p. 31–37.
  • 43. Bernardo, G., Marroccoli, M., Nobili, M., Telesca, a., & Valenti, G. L. (2007). The use of oil well-derived drilling waste and electric arc furnace slag as alternative raw materials in clinker production. Resources, Conservation and Recycling, 52(1), 95–102. http://doi.org/10.1016/j. resconrec (2007.02.004)
  • 44. Cheah, C. B., & Ramli, M. (2011). The implementation of wood waste ash as a partial cement replacement material in the production of structural grade concrete and mortar: An overview. Resources, Conservation and Recycling, 55(7), 669–685. http://doi.org/10.1016/j.resconrec (2011.02.002)
  • 45. Netinger, I., Rukavina, M. J., & Mladenovič, A. (2013). Improvement of post-fire properties of concrete with steel slag aggregate. Procedia Engineering, 62, 745–753. http:// doi.org/10.1016/j.proeng (2013.08.121)
  • 46. CEN. European Committee for Standardization. Rue de Stassart, 36. Brussels B-1050.
  • 47. Lin, K., & Cheng, C. (2012). Study on recycled waste foundry sand as raw materials of cement additives. Sustainable Environmen, 22(2), 91–97.
Toplam 47 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Research Article
Yazarlar

Hakan Cengizler Bu kişi benim

Nıka Jahangırı Bu kişi benim

Kemal Köseoğlu Bu kişi benim

Yayımlanma Tarihi 1 Mart 2017
Yayımlandığı Sayı Yıl 2017 Cilt: 6 Sayı: 1

Kaynak Göster

IEEE H. Cengizler, N. Jahangırı, ve K. Köseoğlu, “Betonda Çimento ve Aggrega Yerıne Kullanılan Atık ve İkincil Maddeler”, DÜFED, c. 6, sy. 1, ss. 29–38, 2017.


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