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Farklı Orana Sahip PET Atıklarının Çimento Harçlarının Mekanik ve Dayanıklılık Özelliklerine Etkisi

Yıl 2021, Sayı: 28, 432 - 436, 30.11.2021
https://doi.org/10.31590/ejosat.1004191

Öz

Plastik atıklar artan nüfusla birlikte büyük bir sorun oluşturmaktadır. Bu tür atıkların depolanması ve yok edilmesi için çalışmalar devam etmektedir. Birçok sektörde plastik atıkların geri dönüşümü ile tekrar kullanılabilir hale geldiğini biliyoruz. İnşaat sektöründe özellikle PET atıklarının hafif yapı malzemeleri üretiminde agrega olarak kullanıldığını görmekteyiz. Ayrıca malzemede oluşabilecek kılcal çatlakların önlenmesi içinde lif görevi gören PET atıklarının kullanılmaktadır. Bu çalışmada, pet atıkları içeren çimento harçlarının mekanik özellikleri deneysel olarak araştırılmıştır. Pet atıkları öncelikli olarak boyuna donatı olarak kullanılmıştır. Daha sonra aynı orandaki atık 3 farklı boyutta kesilerek sistem içine dahil edilmiştir. İki farklı durumunda kullanımı arasındaki farklar ortaya çıkarılmıştır. Pet boyutlarının küçülmesiyle birlikte basınç dayanımına etkisi artmıştır. Eğilmede çekme dayanımı yüzey alanı geniş olan PET atıklarında daha yüksek elde edilmiştir.

Kaynakça

  • Akçaözoğlu S., Atis C.D., Akçaözoğlu K. (2010). An investigation on the use of shredded waste PET bottles as aggregate in lightweight concrete. Waste Management, 30(2), 285-290.
  • Batayneh M., Marie I., Asi I. ( 2007). Use of Selected Waste Material in Concrete Mixes. Waste Management, 27(12),1870- 1876.
  • Benazzouk A., Mezreb K., Doyen G., Goullieux A., Queneudec M. (2003). Effect of rubber aggregates on the physico-mechanical behaviour of cement–rubber composites-influence of the alveolar texture of rubber aggregates. Cem.Concr. Compos. 25(7), 711–720.
  • Choi Y.W., Moon D.J., Chung J.S., Cho S.K. (2005). Effects of waste PET bottles aggregate on the properties of concrete. Cem Concr Res 35, 776–781.
  • Ghaly A., Gill M. (2004). Compression and Deformation Performance of Concrete Containing Postconsumer Plastics. ASCE, J. Mater. Civ. Eng., 16(4), 289-296.
  • Kim J.H.J., Park C.G., Lee S.W., Lee S.W., Won J.P. (2008). Effects of the geometry of recycled PET fiber reinforcement on shrinkage cracking of cement-based composites. Compos. Part B Eng. 39, 441–450.
  • Kim S.B., Yi N.H., Kim H.Y., Kim J.H.J., Y Song.C. ( 2010). Material and structural performance evaluation of recycled PET fiber reinforced concrete. Cement Concrete Composite, 32, 232–240.
  • Marzouk O.Y., Dheilly R.M., Queneudec M. (2007). Valorization of Post Consumer Waste Plastic in Cementitious Concrete Composites. Waste Management, 27 (2), 310-318.
  • Naik T.R., Singh S.S., Huber C.O., Brodersen B.S. (1996). Use of Post-Consumer Plastics in Cement Based Composites. Cement and Concrete Research, 26, (10), 1489–1492.
  • Rebeiz K.S. D. Fowler W. (1996). Flexural Strength of Reinforced Polymer Concrete Made with Recycled Plastic Waste. ACI Structural Journal, 93,(5), 524 – 530.
  • Sivaraja M., Kandasamy S., Thirumurugan A. (2010). Mechanical Strength of Fibrous Concrete with Waste Rural Materials. Journal of Engineering and Applied Science, 69, 308 – 312.
  • TS EN 196-1 (2002) Methods of testing cement-part: 1 Determination of strength. Ankara, Turkey: Turkish Standard Institute.
  • Zainab Ismail Z., Al – Hashmi Enas A. (2008). Use of Waste Plastic in Concrete Mixture as Aggregate Replacement. Waste Management, 28 (11), 2041 – 2047.

Effect of PET Waste Having Different Ratio on Mechanical and Durability Properties of Cement Mortars

Yıl 2021, Sayı: 28, 432 - 436, 30.11.2021
https://doi.org/10.31590/ejosat.1004191

Öz

Plastic waste is a big problem with the increasing population. Efforts are underway to store and dispose of such wastes. We know that in many sectors, plastic waste becomes reusable by recycling. In the construction sector, we see that PET wastes are used as aggregate in the production of light building materials. In addition, PET wastes, which act as fibers, are used to prevent capillary cracks that may occur in the material. In this study, the mechanical properties of cement mortars containing pet wastes were experimentally investigated. Pet wastes were primarily used as longitudinal reinforcement. Then, the same amount of waste was cut at 3 different rates and included in the system. The differences between its use in two different cases have been revealed. The effect on the compressive strength increased with the reduction of pet sizes. The flexural strength in bending was higher in PET wastes with a large surface area.

Kaynakça

  • Akçaözoğlu S., Atis C.D., Akçaözoğlu K. (2010). An investigation on the use of shredded waste PET bottles as aggregate in lightweight concrete. Waste Management, 30(2), 285-290.
  • Batayneh M., Marie I., Asi I. ( 2007). Use of Selected Waste Material in Concrete Mixes. Waste Management, 27(12),1870- 1876.
  • Benazzouk A., Mezreb K., Doyen G., Goullieux A., Queneudec M. (2003). Effect of rubber aggregates on the physico-mechanical behaviour of cement–rubber composites-influence of the alveolar texture of rubber aggregates. Cem.Concr. Compos. 25(7), 711–720.
  • Choi Y.W., Moon D.J., Chung J.S., Cho S.K. (2005). Effects of waste PET bottles aggregate on the properties of concrete. Cem Concr Res 35, 776–781.
  • Ghaly A., Gill M. (2004). Compression and Deformation Performance of Concrete Containing Postconsumer Plastics. ASCE, J. Mater. Civ. Eng., 16(4), 289-296.
  • Kim J.H.J., Park C.G., Lee S.W., Lee S.W., Won J.P. (2008). Effects of the geometry of recycled PET fiber reinforcement on shrinkage cracking of cement-based composites. Compos. Part B Eng. 39, 441–450.
  • Kim S.B., Yi N.H., Kim H.Y., Kim J.H.J., Y Song.C. ( 2010). Material and structural performance evaluation of recycled PET fiber reinforced concrete. Cement Concrete Composite, 32, 232–240.
  • Marzouk O.Y., Dheilly R.M., Queneudec M. (2007). Valorization of Post Consumer Waste Plastic in Cementitious Concrete Composites. Waste Management, 27 (2), 310-318.
  • Naik T.R., Singh S.S., Huber C.O., Brodersen B.S. (1996). Use of Post-Consumer Plastics in Cement Based Composites. Cement and Concrete Research, 26, (10), 1489–1492.
  • Rebeiz K.S. D. Fowler W. (1996). Flexural Strength of Reinforced Polymer Concrete Made with Recycled Plastic Waste. ACI Structural Journal, 93,(5), 524 – 530.
  • Sivaraja M., Kandasamy S., Thirumurugan A. (2010). Mechanical Strength of Fibrous Concrete with Waste Rural Materials. Journal of Engineering and Applied Science, 69, 308 – 312.
  • TS EN 196-1 (2002) Methods of testing cement-part: 1 Determination of strength. Ankara, Turkey: Turkish Standard Institute.
  • Zainab Ismail Z., Al – Hashmi Enas A. (2008). Use of Waste Plastic in Concrete Mixture as Aggregate Replacement. Waste Management, 28 (11), 2041 – 2047.
Toplam 13 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Arin Yılmaz 0000-0002-5150-5936

Yayımlanma Tarihi 30 Kasım 2021
Yayımlandığı Sayı Yıl 2021 Sayı: 28

Kaynak Göster

APA Yılmaz, A. (2021). Farklı Orana Sahip PET Atıklarının Çimento Harçlarının Mekanik ve Dayanıklılık Özelliklerine Etkisi. Avrupa Bilim Ve Teknoloji Dergisi(28), 432-436. https://doi.org/10.31590/ejosat.1004191