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Effects Of Grp Wastes On The Properties Of Self-Compacting Repair Mortars

Year 2013, Volume: 19 Issue: 3, 158 - 164, 01.03.2013

Abstract

Self-compacting repair mortars (SCRM) can flow through the narrow sections without vibration requirement. This study is aimed to search the utilization potential of glass reinforced plastic (GRP) waste powders occurred during repairing ship and vessel. Six mixtures have been prepared with 1%, 2% and 3% GRP waste addition by volume into two different matrices including only cement binder as well as ground granulated blast furnace slag (GGBFS) replaced 50% wt. of the cement binder. Workability of SCRM decreased as a result of GRP waste utilization. GRP wastes have exhibited different mechanical performance and early age autogenous shrinkage depending on the binder. The increment in GRP dosage caused an increase in early age autogenous shrinkage for matrix involving only cement binder while it caused a decrease in autogenous shrinkage value of GGBFS replaced matrix.

References

  • Felekoğlu, B., Türkel, S., Altuntaş, Y., “Fiber Reinforcement on Surface Wear Resistance of Self-Compacting Repair Mortars”, Cement and Concrete Composites, 29, 391-396, 2007.
  • Courard, L., Darimont, A., Willem, X., Geers. C., Degeimbre R., “Repairing Concretes with Self-Compacting Concrete: Testing Methodology Assessment”, First North American Conference on The Design and Use of Self-Consolidating Concrete, Chicago, USA, November 12-13, 2002, 267–274.
  • Khayat, K.H. ve Morin, R., “Performance of Self- Consolidating Concrete Used to Repair Parapet Wall in Montreal”, First North American Conference on The Design and Use of Self-Consolidating Concrete, Chicago, USA, November 12-13, 2002, 475–481.
  • Felekoğlu, B., Yüksek Performanslı Mikro Beton Tasarımı, Doktora Tezi, Dokuz Eylül Üniversitesi, Fen Bilimleri Enstitüsü, 2009.
  • Yalçınkaya, Ç. ve Yazıcı, H., “The Effect of High Volume GGBFS Replacement on Mechanical Performance of Self- Compacting Steel Fiber Reinforced Concrete”, 9th International Congress on Advances in Civil Engineering, KTÜ, Trabzon, TURKEY, September 27-30, 2010.
  • Chang, P.K., “An Approach to Optimizing Mix Design for Properties of High Performance Concrete”, Cement and Concrete Research, 34, 623-629, 2004.
  • Yazıcı, H., Yardımcı, M.Y., Yiğiter, H., Aydın, S., Türkel, S., “Mechanical Properties of Reactive Powder Concrete Containing High Volumes of Ground Granulated Blast Furnace Slag”, Cement and Concrete Composites, 32, 639– 648, 2010.
  • Akkaya, Y., Ouyang, C., Shah, S. P., “Effect of Supplementary Cementitious Materials on Shrinkage and Crack Development in Concrete”, Cement Concrete Composites, 29, 2, 117-123, 2007.
  • Lee, K.M., Lee, H.K., Lee, S.H., Kim, G.Y., “Autogenous Shrinkage of Concrete Containing Granulated Blast- Furnace Slag”, Cement and Concrete Research”, 36, 1279- 1285, 2006.
  • Asokan, P., Osmani, M., Price, A.D.F., “Assessing the Recycling Potential of Glass Fibre Reinforced Plastic Waste in Concrete and Cement Composites”, Journal of Cleaner Production, 17, 821-829, 2009.
  • Khan, R., Industry Survey on Production Availability and Cost of GRP Waste in the UK, Hambleside Danelaw Rooflights and Cladding Limited, Inverness, Scotland, 2007.
  • Jones, M., McCarthy, A., Dhir, R., Recycled and Secondary Aggregates in Foamed Concrete, DTI/WRAP Agregates Research Programme STBF13/13C; ISBN: 1-84405-184-6, 2005.
  • ASTM C989-99, Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars, American Society for Testing and Materials, West Conshohocken, PA, 2001.
  • EFNARC, The European Guidelines for Self-Compacting Concrete Specification, Production and Use, The European Federation of Specialist Construction Chemicals and Concrete Systems, 2005.
  • TS EN 480-2, Kimyasal katkılar-Beton, harç ve şerbet için- Deney metotları-Bölüm 2: Priz süresi tayini, Türk Standardı, 2008.
  • Newlands, M.D., Paine, K.A., Vemuri, N.A. ve Dhir, R.K., A “Linear Test Method for Determining Early-age Shrinkage of Concrete”, Magazine of Concrete Research, 60, 10, 747– 757, 2008.
  • Pease, B. J., The Role of Shrinkage Reducing Admixtures on Shrinkage, Stress Development, and Cracking, MSc Thesis, Purdue University, 2005.
  • TS EN 196-1, Çimento Deney Metotları - Bölüm 1: Dayanım Tayini, Türk Standardı, 2009.
  • Xu, S. ve Zhu, Y., “Experimental Determination of Fracture Parameters for Crack Propagation in Hardening Cement Paste and Mortar”, International Journal of Fracture, 157, 33-43, 2009.
  • Tittarelli, F. ve Moriconi, G., “Use of GRP Industrial by- Products in Cement Based Composites”, Cement and Concrete Composites, 32, 219-225, 2010.
  • Asokan, P., Osmani, M., Price, A.D.F., “Improvement of the Mechanical Properties of Glass Fibre Reinforced Plastic Waste Powder Filled Concrete”, Construction and Building Materials, 24, 448-460, 2010.
  • Siddiquea, R., Khatibb, J., Kaura, I., “Use of Recycled Plastic in Concrete: A Review”, Waste Management, 28, 10, 1835- 1852, 2008.
  • Batayneh, M. ve Marie, I., Asi, I., “Use of Selected Waste Materials in Concrete Mixes”, Waste Management, 27, 1870–1876, 2007.

Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi

Year 2013, Volume: 19 Issue: 3, 158 - 164, 01.03.2013

Abstract

Kendiliğinden yerleşen tamir harçları (KYTH) dar kesitlerden vibrasyon gerekmeksizin geçebilen ürünlerdir. Tamir ve güçlendirme işlerinde kullanılabilecek nitelikte olan bu harçların yüksek oranda toz içermesi atık değerlendirilmesi açısından fırsat olarak görülebilir. Çalışmada, gemi ve tekne onarımında kullanılan cam lifi takviyeli plastiklerin (CTP) uygulaması sırasında açığa çıkan tozların KYTH içerisinde kullanım potansiyeli araştırılmıştır. Çimento bağlayıcılı ve yüksek oranda (%50) öğütülmüş yüksek fırın cürufu (YFC) ikameli matrislere hacmen %1, %2, %3 CTP katılarak 6 farklı karışım oluşturulmuştur. CTP tozunun KYTH'nın işlenebilirliğini azalttığı, mekanik özelliklere etkisinin ise bağlayıcı matrise göre değiştiği görülmüştür. CTP dozajı arttıkça erken dönem bünyesel büzülmeler sırf çimentolu matriste artarken, cüruf ikameli matriste azalmıştır.

References

  • Felekoğlu, B., Türkel, S., Altuntaş, Y., “Fiber Reinforcement on Surface Wear Resistance of Self-Compacting Repair Mortars”, Cement and Concrete Composites, 29, 391-396, 2007.
  • Courard, L., Darimont, A., Willem, X., Geers. C., Degeimbre R., “Repairing Concretes with Self-Compacting Concrete: Testing Methodology Assessment”, First North American Conference on The Design and Use of Self-Consolidating Concrete, Chicago, USA, November 12-13, 2002, 267–274.
  • Khayat, K.H. ve Morin, R., “Performance of Self- Consolidating Concrete Used to Repair Parapet Wall in Montreal”, First North American Conference on The Design and Use of Self-Consolidating Concrete, Chicago, USA, November 12-13, 2002, 475–481.
  • Felekoğlu, B., Yüksek Performanslı Mikro Beton Tasarımı, Doktora Tezi, Dokuz Eylül Üniversitesi, Fen Bilimleri Enstitüsü, 2009.
  • Yalçınkaya, Ç. ve Yazıcı, H., “The Effect of High Volume GGBFS Replacement on Mechanical Performance of Self- Compacting Steel Fiber Reinforced Concrete”, 9th International Congress on Advances in Civil Engineering, KTÜ, Trabzon, TURKEY, September 27-30, 2010.
  • Chang, P.K., “An Approach to Optimizing Mix Design for Properties of High Performance Concrete”, Cement and Concrete Research, 34, 623-629, 2004.
  • Yazıcı, H., Yardımcı, M.Y., Yiğiter, H., Aydın, S., Türkel, S., “Mechanical Properties of Reactive Powder Concrete Containing High Volumes of Ground Granulated Blast Furnace Slag”, Cement and Concrete Composites, 32, 639– 648, 2010.
  • Akkaya, Y., Ouyang, C., Shah, S. P., “Effect of Supplementary Cementitious Materials on Shrinkage and Crack Development in Concrete”, Cement Concrete Composites, 29, 2, 117-123, 2007.
  • Lee, K.M., Lee, H.K., Lee, S.H., Kim, G.Y., “Autogenous Shrinkage of Concrete Containing Granulated Blast- Furnace Slag”, Cement and Concrete Research”, 36, 1279- 1285, 2006.
  • Asokan, P., Osmani, M., Price, A.D.F., “Assessing the Recycling Potential of Glass Fibre Reinforced Plastic Waste in Concrete and Cement Composites”, Journal of Cleaner Production, 17, 821-829, 2009.
  • Khan, R., Industry Survey on Production Availability and Cost of GRP Waste in the UK, Hambleside Danelaw Rooflights and Cladding Limited, Inverness, Scotland, 2007.
  • Jones, M., McCarthy, A., Dhir, R., Recycled and Secondary Aggregates in Foamed Concrete, DTI/WRAP Agregates Research Programme STBF13/13C; ISBN: 1-84405-184-6, 2005.
  • ASTM C989-99, Standard Specification for Ground Granulated Blast-Furnace Slag for Use in Concrete and Mortars, American Society for Testing and Materials, West Conshohocken, PA, 2001.
  • EFNARC, The European Guidelines for Self-Compacting Concrete Specification, Production and Use, The European Federation of Specialist Construction Chemicals and Concrete Systems, 2005.
  • TS EN 480-2, Kimyasal katkılar-Beton, harç ve şerbet için- Deney metotları-Bölüm 2: Priz süresi tayini, Türk Standardı, 2008.
  • Newlands, M.D., Paine, K.A., Vemuri, N.A. ve Dhir, R.K., A “Linear Test Method for Determining Early-age Shrinkage of Concrete”, Magazine of Concrete Research, 60, 10, 747– 757, 2008.
  • Pease, B. J., The Role of Shrinkage Reducing Admixtures on Shrinkage, Stress Development, and Cracking, MSc Thesis, Purdue University, 2005.
  • TS EN 196-1, Çimento Deney Metotları - Bölüm 1: Dayanım Tayini, Türk Standardı, 2009.
  • Xu, S. ve Zhu, Y., “Experimental Determination of Fracture Parameters for Crack Propagation in Hardening Cement Paste and Mortar”, International Journal of Fracture, 157, 33-43, 2009.
  • Tittarelli, F. ve Moriconi, G., “Use of GRP Industrial by- Products in Cement Based Composites”, Cement and Concrete Composites, 32, 219-225, 2010.
  • Asokan, P., Osmani, M., Price, A.D.F., “Improvement of the Mechanical Properties of Glass Fibre Reinforced Plastic Waste Powder Filled Concrete”, Construction and Building Materials, 24, 448-460, 2010.
  • Siddiquea, R., Khatibb, J., Kaura, I., “Use of Recycled Plastic in Concrete: A Review”, Waste Management, 28, 10, 1835- 1852, 2008.
  • Batayneh, M. ve Marie, I., Asi, I., “Use of Selected Waste Materials in Concrete Mixes”, Waste Management, 27, 1870–1876, 2007.
There are 23 citations in total.

Details

Primary Language Turkish
Journal Section Research Article
Authors

Çağlar Yalçınkaya This is me

Ali Topal This is me

Burak Şengöz This is me

Halit Yazıcı This is me

Publication Date March 1, 2013
Published in Issue Year 2013 Volume: 19 Issue: 3

Cite

APA Yalçınkaya, Ç. ., Topal, A. ., Şengöz, B. ., Yazıcı, H. . (2013). Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, 19(3), 158-164. https://doi.org/10.5505/pajes.2013.77487
AMA Yalçınkaya Ç, Topal A, Şengöz B, Yazıcı H. Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. March 2013;19(3):158-164. doi:10.5505/pajes.2013.77487
Chicago Yalçınkaya, Çağlar, Ali Topal, Burak Şengöz, and Halit Yazıcı. “Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 19, no. 3 (March 2013): 158-64. https://doi.org/10.5505/pajes.2013.77487.
EndNote Yalçınkaya Ç, Topal A, Şengöz B, Yazıcı H (March 1, 2013) Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 19 3 158–164.
IEEE Ç. . Yalçınkaya, A. . Topal, B. . Şengöz, and H. . Yazıcı, “Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi”, Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, vol. 19, no. 3, pp. 158–164, 2013, doi: 10.5505/pajes.2013.77487.
ISNAD Yalçınkaya, Çağlar et al. “Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi 19/3 (March 2013), 158-164. https://doi.org/10.5505/pajes.2013.77487.
JAMA Yalçınkaya Ç, Topal A, Şengöz B, Yazıcı H. Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2013;19:158–164.
MLA Yalçınkaya, Çağlar et al. “Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi”. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi, vol. 19, no. 3, 2013, pp. 158-64, doi:10.5505/pajes.2013.77487.
Vancouver Yalçınkaya Ç, Topal A, Şengöz B, Yazıcı H. Ctp Atıklarının Kendiliğinden Yerleşen Tamir Harçlarının Özelliklerine Etkisi. Pamukkale Üniversitesi Mühendislik Bilimleri Dergisi. 2013;19(3):158-64.

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