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Epoksi ve Polyester Reçineli Polimer Betonda Granülometri ve Bağlayıcı Oranları Değişimiyle Eğilme Dayanımı Optimizasyonu

Yıl 2006, Cilt: 8 Sayı: 1, 41 - 52, 01.05.2006

Öz

Polimer betonlar, farklı iki veya
daha fazla malzemeden oluşmuş kompozit malzemelerdir. Dolgu malzemesi, reçine,
sertleştirici, lıtzlanchrıcı, nıatris yapıya takviye malzemeler bileşenlerdir.
Bir tezgah için gövde veya herhangi bir uygulama alanına yapı eleman/ olarak
düşünüldüğünde, hedef doğrultusunda farklı bileşiınler hazırlanır. Yapı çalışma
etkilerine dayanabilmelidir. Ancak mekanik özelliklerde hedeflenen sonuçları
verebilen kompozitler kullanılabilir. Gevrek malzemelerin eğilme deneyi sonucu,
eğilme dayanımı değerleri hesaplanabilir, kesin mukavemet değerleri belirlenebilir.
Çalışmada, standart çimento betonu granülometri eğrileri üzerinde tasarlanmış
farklı agrega dağılımı ve bağlayıcı oranlarına göre eğilme dayan11711 değişimi
araştırılmıştır. Bağlayıcı olarak polyester ve epoksi reçine, dolgu malzemesi
olarak kuvars kullanılmıştır. Eğilim dayanımının, granülometri dağılımı ve
reçine oranlarıyla tiplerine bağlı olarak değiştiği belirlenmiş ve karışını
optimizasyonunun yapılabileceği görülmüştür. 

Kaynakça

  • 1. Popovics S., Concrete making • materials, Hemisphere Publishing Corporotion, Washington, McGraw-Hill Book Co., 1979.
  • 2. Nicklau R.G., Werkzeugemaschinengestelle aus methacrylatharzbeton, Fortschr. Ber., VDI Reihe 2, VDI Verlag,. Dusseldorf, 1985, n. 94.
  • 3. Schulz H., Reaktionsharzbeton in; werkzeugmaschinenbau industrie anzeiger, n. 21, v. 14, 1986, p. 41-42.
  • 4. Krausse J., Reaktionsharzbeton als werkstoff für hochbeanspruchte maschinenteile, Darmstadt, München, Wien, Hanser, 1987.
  • 5. Kreis R., Polymer concrete-a progressive building material, Int. Polym. Sci. Tech., 18, 1991, p. 69-74.
  • 6. ACI Committee 548, Guide for polymer concrete overlays-ACI 548.5R.,American Concrete Institute, Detroit, 1998, p.1-26.
  • 7. ACI Committee 548, Polymer concrete-structural applications state-of the art report-ACI 548.6R., American Concrete Institute, Detroit, 1996, p.1- 23.
  • 8. Fowler D.W., Polymers in concrete-a vision for the 21 st century. Cement & Concrete Composites 21, 1999, p. 449-452.
  • 9. Muszynski L.C., Polymer concrete. Encyclopedia of polymer science and engineering, Wiley, v. 12, New York, 1998, p. 462-470.
  • 10. Ohama Y., Recent progress in concrete polymer composites. Cement & Concrete Composites, 5, 1997, p. 31-40.
  • 11. Ohama Y., Polymer beton in Japan, Recent development of polymer concrete in Japan, Stand der entwicklung, College of Engineering, Nihon University, Koriyama, Japan, 1982.
  • 12. Haddad M. U., Fowler D. W.; Paul D. R., Factors affecting the curing and stregth of polymer concrete, ACI Journal, Technical paper, Title Nu. 80-38, Sep.-Oct. 1983, p. 396-462.
  • 13. Czarnecki L., The status of polymer concrete, Concrete international design and construction, v. 7, n. 7, July 1985, p. 47-53.
  • 14. Cranfıeld Moulded Structures, Designing machines in granite composites, Engineering Materials and Design, v. 31, n. 6, June 1987, p. 46-48.
  • 15. Chung S., Tsutsumi M., Ito Y., Dynamic charasteristics of lathe using concrete bed, Bulletin of JISME, v. 28, n. 239, 1985, p. 987- 993.
  • 16. Sahm D., Reaktionsharzbeton für gestellbauteile spanender werkzeugmaschinen, von der Fakültaet für Maschinenwesen der Rheinisch-Westfalischen Technischen Hochschule Aachen, 28, Sep., 1987.
  • 17. Dey H. J., Das verformungs und bruclıverhalten von reaktionsharzbeton und die auswirkungen auf maschinenbauteile, Hanser, 1991.
  • 18. Nutt W. O., Polymer concretes-The next stage, Concrete, London, v. 21, n. 9, Sep. 1987, p. 15¬16.
  • 19. Kazaryan E. L., Popov Yu. P., Gukasov N. A., Domestic Equipment for the polymer concrete article production, Khi ınicheskoe, Neftekhimicheskoe Marhinostroenie, n. I, Jan. 1992, p. 12-13.
  • 20. Kamat M. M., Tawfık S. Y., Nosseir M. H., Polyester mortar, Reinforced Concrete Department, General Organization, for Housing Building and Planning Research, Laboratory of Polymers and Pigments, national research Centre, Dokki, Cairo, Egypt.
  • 21. Rao V. V. L. K., Aggregate mixtures for least void content for use in polymer concrete. Cem. Concr. Aggr. 15, 1993, p. 97-103.
  • 22. Soh Y. S., Jo Y. K., and Park H. S., Effect of fillers on the mechanical propordes of unsaturated polyester resin mortar. In, Polymers in Concrete, E & FN Span, London, 1997, p. 67- 74.
  • 23. Rao V. V. L. K., Krishnamoorthy S., Influence of resin and microfiller proportions on strength, density and shrinkage of polyester polymer concrete. ACI Struct, J. 95, 1998, p. 153-162.
  • 24. Abdel-Jawad Y. A., Abdullah W. S., Design of maximum density aggregate grading. Construction and Building Materials, 16, 2002, p. 495-508.
  • 25. Mathukumar M., Mohan D., Rajendran M., Optimization of mix proportions of mineral eggregates using box behnken design of experiments. Cement & Concrete Coınposite, v. 25, n. 7, Oct. 2003, p. 751-758.
  • 26. ASTM C579, Standard test methods for compressive strength of chemical resistant mortars, grouts, monolithic surfacings and polymer concretes, Aınerican Society for Testing and Materials, Pennsylvania, 1996.
  • 27. Clifton JR., Czarnecki L., Garbacz A., Lukowski P., Optimization of polymer concrete composites, final report. National Instiwte of Standards and Technology, Gaithesbürg, MD. 20899, 1999.
  • 28. Renker H.J., Stone-based structural materials, (Fritz Studer AG, Glockenthal, Switzerland), Precision Engineering, v. 7, n. 3, July 1985, p. 161-164.
  • 29. Ateş E. Epoksi polimer betonun makine yapı malzemesi olarak kullanılabilirliğinin araştırılması, Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Makine Mühendisliği Anabilim Dalı, Doktora Tezi, Balıkesir, Türkiye, Eylül, 1994, p. 195.
  • 30. Schering, Industrial Chemicals, Surface protection, Systems for Coatings and Building Protection, 1994. p.23.
  • 31. Schering, Industrial Chemicals, Surface protection I, Technical Information, Solvent Based Paints and Epoxy Emulsion Paints, Eurepox, Euredur, 1994. p. 70.
  • 32. Schering, Industrial Chemicals, Surface protection II, Technical Information, Building Protection, 1994. p.113.
  • 33. Capuano T.D., Polymer concrete; An engineering material with and identity problem, Machine Design, v. 59, n. 20, Sep. 1987, p. I 33- 135.
  • 34. Deer W.A., Howie K.A., Zausınann J., An introduction to the i-ock forming minerals, Longmans, Gren and Co. Ltd., 1967.
  • 35. Erdoğan T. Y., Beton, METU Pres, Mayıs, 2003, p.77-81
Yıl 2006, Cilt: 8 Sayı: 1, 41 - 52, 01.05.2006

Öz

Kaynakça

  • 1. Popovics S., Concrete making • materials, Hemisphere Publishing Corporotion, Washington, McGraw-Hill Book Co., 1979.
  • 2. Nicklau R.G., Werkzeugemaschinengestelle aus methacrylatharzbeton, Fortschr. Ber., VDI Reihe 2, VDI Verlag,. Dusseldorf, 1985, n. 94.
  • 3. Schulz H., Reaktionsharzbeton in; werkzeugmaschinenbau industrie anzeiger, n. 21, v. 14, 1986, p. 41-42.
  • 4. Krausse J., Reaktionsharzbeton als werkstoff für hochbeanspruchte maschinenteile, Darmstadt, München, Wien, Hanser, 1987.
  • 5. Kreis R., Polymer concrete-a progressive building material, Int. Polym. Sci. Tech., 18, 1991, p. 69-74.
  • 6. ACI Committee 548, Guide for polymer concrete overlays-ACI 548.5R.,American Concrete Institute, Detroit, 1998, p.1-26.
  • 7. ACI Committee 548, Polymer concrete-structural applications state-of the art report-ACI 548.6R., American Concrete Institute, Detroit, 1996, p.1- 23.
  • 8. Fowler D.W., Polymers in concrete-a vision for the 21 st century. Cement & Concrete Composites 21, 1999, p. 449-452.
  • 9. Muszynski L.C., Polymer concrete. Encyclopedia of polymer science and engineering, Wiley, v. 12, New York, 1998, p. 462-470.
  • 10. Ohama Y., Recent progress in concrete polymer composites. Cement & Concrete Composites, 5, 1997, p. 31-40.
  • 11. Ohama Y., Polymer beton in Japan, Recent development of polymer concrete in Japan, Stand der entwicklung, College of Engineering, Nihon University, Koriyama, Japan, 1982.
  • 12. Haddad M. U., Fowler D. W.; Paul D. R., Factors affecting the curing and stregth of polymer concrete, ACI Journal, Technical paper, Title Nu. 80-38, Sep.-Oct. 1983, p. 396-462.
  • 13. Czarnecki L., The status of polymer concrete, Concrete international design and construction, v. 7, n. 7, July 1985, p. 47-53.
  • 14. Cranfıeld Moulded Structures, Designing machines in granite composites, Engineering Materials and Design, v. 31, n. 6, June 1987, p. 46-48.
  • 15. Chung S., Tsutsumi M., Ito Y., Dynamic charasteristics of lathe using concrete bed, Bulletin of JISME, v. 28, n. 239, 1985, p. 987- 993.
  • 16. Sahm D., Reaktionsharzbeton für gestellbauteile spanender werkzeugmaschinen, von der Fakültaet für Maschinenwesen der Rheinisch-Westfalischen Technischen Hochschule Aachen, 28, Sep., 1987.
  • 17. Dey H. J., Das verformungs und bruclıverhalten von reaktionsharzbeton und die auswirkungen auf maschinenbauteile, Hanser, 1991.
  • 18. Nutt W. O., Polymer concretes-The next stage, Concrete, London, v. 21, n. 9, Sep. 1987, p. 15¬16.
  • 19. Kazaryan E. L., Popov Yu. P., Gukasov N. A., Domestic Equipment for the polymer concrete article production, Khi ınicheskoe, Neftekhimicheskoe Marhinostroenie, n. I, Jan. 1992, p. 12-13.
  • 20. Kamat M. M., Tawfık S. Y., Nosseir M. H., Polyester mortar, Reinforced Concrete Department, General Organization, for Housing Building and Planning Research, Laboratory of Polymers and Pigments, national research Centre, Dokki, Cairo, Egypt.
  • 21. Rao V. V. L. K., Aggregate mixtures for least void content for use in polymer concrete. Cem. Concr. Aggr. 15, 1993, p. 97-103.
  • 22. Soh Y. S., Jo Y. K., and Park H. S., Effect of fillers on the mechanical propordes of unsaturated polyester resin mortar. In, Polymers in Concrete, E & FN Span, London, 1997, p. 67- 74.
  • 23. Rao V. V. L. K., Krishnamoorthy S., Influence of resin and microfiller proportions on strength, density and shrinkage of polyester polymer concrete. ACI Struct, J. 95, 1998, p. 153-162.
  • 24. Abdel-Jawad Y. A., Abdullah W. S., Design of maximum density aggregate grading. Construction and Building Materials, 16, 2002, p. 495-508.
  • 25. Mathukumar M., Mohan D., Rajendran M., Optimization of mix proportions of mineral eggregates using box behnken design of experiments. Cement & Concrete Coınposite, v. 25, n. 7, Oct. 2003, p. 751-758.
  • 26. ASTM C579, Standard test methods for compressive strength of chemical resistant mortars, grouts, monolithic surfacings and polymer concretes, Aınerican Society for Testing and Materials, Pennsylvania, 1996.
  • 27. Clifton JR., Czarnecki L., Garbacz A., Lukowski P., Optimization of polymer concrete composites, final report. National Instiwte of Standards and Technology, Gaithesbürg, MD. 20899, 1999.
  • 28. Renker H.J., Stone-based structural materials, (Fritz Studer AG, Glockenthal, Switzerland), Precision Engineering, v. 7, n. 3, July 1985, p. 161-164.
  • 29. Ateş E. Epoksi polimer betonun makine yapı malzemesi olarak kullanılabilirliğinin araştırılması, Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Makine Mühendisliği Anabilim Dalı, Doktora Tezi, Balıkesir, Türkiye, Eylül, 1994, p. 195.
  • 30. Schering, Industrial Chemicals, Surface protection, Systems for Coatings and Building Protection, 1994. p.23.
  • 31. Schering, Industrial Chemicals, Surface protection I, Technical Information, Solvent Based Paints and Epoxy Emulsion Paints, Eurepox, Euredur, 1994. p. 70.
  • 32. Schering, Industrial Chemicals, Surface protection II, Technical Information, Building Protection, 1994. p.113.
  • 33. Capuano T.D., Polymer concrete; An engineering material with and identity problem, Machine Design, v. 59, n. 20, Sep. 1987, p. I 33- 135.
  • 34. Deer W.A., Howie K.A., Zausınann J., An introduction to the i-ock forming minerals, Longmans, Gren and Co. Ltd., 1967.
  • 35. Erdoğan T. Y., Beton, METU Pres, Mayıs, 2003, p.77-81
Toplam 35 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Araştırma, Geliştirme ve Uygulama Makaleleri
Yazarlar

Ergün Ateş

Yayımlanma Tarihi 1 Mayıs 2006
Gönderilme Tarihi 3 Nisan 2006
Yayımlandığı Sayı Yıl 2006 Cilt: 8 Sayı: 1

Kaynak Göster

Vancouver Ateş E. Epoksi ve Polyester Reçineli Polimer Betonda Granülometri ve Bağlayıcı Oranları Değişimiyle Eğilme Dayanımı Optimizasyonu. MATİM. 2006;8(1):41-52.