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BETON YOL KAPLAMALARININ YÜZEY SICAKLIKLARININ DÜŞÜRÜLMESİ İÇİN ÇÖZÜMLER

Yıl 2016, Cilt: 4 Sayı: 4, 285 - 291, 21.12.2016

Öz

Beton plak yüzey sıcaklık farkındaki artış, beton yollarda yüksek oranda çatlamaları tetiklemektedir. Bu çalışmanın öncelikli amacı, ince agrega yerine cam, çimento yerine de zeolit kullanarak plak yüzey sıcaklığını düşürmekti. Bu çalışmada cam, toplam agrega ağırlığının 10%, 20% ve 30% oranlarında kullanılmış, zeolit ise 10% ve 30% oranlarında çimento yerine kullanılmıştır. Numunelerin mekanik özellikleri ve alkali-silika reaksiyonları (ASR) incelenerek en uygun oranlar belirlenmiştir. Betonda cam ve zeolitin birlikte kullanımının kaplama yüzey sıcaklığını ve üst yüzeyle alt yüzey arasındaki sıcaklık farkını düşürdüğü tespit edilmiştir.

Kaynakça

  • Synnefa, A., Karlessi, T., Gaitani, N., Santamouris, M., Assimakopoulos, D.N. ve Papakatsikas, C., “Experimental testing of cool colored thin layer asphalt and estimation of its potential to improve the urban microclimate”, Building and Environment, Cilt 46, No 1, 38-44, 2011.
  • Santamouris, M., Synnefa, A. ve Karlessi, T., “Using advanced cool materials in the urban built environment to mitigate heat islands and improve thermal comfort conditions”, Solar Energy, Cilt 85, No 12, 3085-3102, 2011.
  • Kolokotsa, D., Maravelaki-Kalaitzaki, P., Papantoniou, S., Vangeloglou, E., Saliari, M., Karlessi, T. ve Santamouris, M., “Development and analysis of mineral based coatings for buildings and urban structures”, Solar Energy, Cilt 86, No 5, 1648-1659, 2012.
  • Deluka-Tibljaš, A., Šurdonja, S., Babić, S. ve Cuculić, M., “Analyses of urban pavement surface temperatures”, The Baltic Journal of Road and Bridge Engineering, Cilt 10, No 3, 239-246, , 2015.
  • Richardson, J.M. ve Armaghani, J.M., “Stress caused by temperature gradient in portland cement concrete pavements”, Transportation Research Record, Cilt 1121, 7-13, 1988.
  • Shoukry, S.N. ve Fahmy, M.R., “Optimization of concrete slab geometry for enhanced rigid pavement performance and service life”, Research Project, No. 140, National Technical Information Service, Alexandria, USA, 2002.
  • VENCON 2.0 - Software package for structural design of concrete pavements (in Dutch), CROW, Ede., Netherlands, 2004.
  • Heydinger, A. G., “Monitoring seasonal instrumentation and modelling climatic effects on pavements at the Ohio/SHRP test road”, ODOT Project No. 14704(0), FHWA/OH Report 2003/018, The University of Toledo, Toledo, Ohio, USA, 2003.
  • Huang, Y. H., “Pavement Analysis and Design”, Prentice Hall, Upper Saddle River, NJ, USA, 2nd edition, 2004.
  • Kim, K.H., Jeon, S.E., Kim, J.K. ve Yang, S., “An experimental study on thermal conductivity of concrete”, Cement and Concrete Research, Cilt 33, No 3, 363–371, 2003.
  • Uysal, H., Demirboga, R., Şahin, R. ve Gül, R., “The effects of different cement dosages, slumps, and pumice aggregate ratios on the thermal conductivity and density of concrete”, Cement and Concrete Research, Cilt 34, No 5, 845–848, 2004.
  • Demirboğa, R. ve Gül, R., “The effects of expanded perlite aggregate, silica fume and fly ash on the thermal conductivity of lightweight concrete”, Cement and Concrete Research, Cilt 33, No. 5, 723–727, 2003.
  • Meyer, C. ve Baxter, S., “Use of Recycled Glass for Concrete Masonry Blocks”, Final Report 97-15, New York State Energy Research and Development Authority, Albany, NY., 1997.
  • Lam, C.S., Poon, C.S. ve Chan, D., “Enhancing the performance of pre-cast concrete blocks by incorporating waste glass – ASR consideration”, Cement and Concrete Composites, Cilt 29, No 8, 616–625, 2007.
  • Byars, E.A., Morales-Hernandez, B. ve Zhu, H.Y., “Waste Glass as Concrete Aggregate and Pozzolan – Laboratory and Industrial Projects”, Concrete, Cilt 38, No 1, 41–44, 2004.
  • Krishnamoorthy, R.R. ve Zujip, J.A., “Thermal conductivity and microstructure of concrete using recycle glass as a fine aggregate replacement”, International Journal of Emerging Technology and Advanced Engineering, Cilt 3, No 8, 463-471, 2013.
  • Najimi, M., Sobhani, J., Ahmadi, B. ve Shekarchi, M., “An experimental study on durability properties of concrete containing zeolite as a highly reactive natural pozzolan”, Construction and Building Materials, Cilt 35, 1023-1033, 2012.
  • Poon, C.S., Lam, L., Kou, S.C. ve Lin, Z.S., “A study on the hydration rate of natural zeolite blended cement pastes”, Construction and Building Materials, Cilt 13, No 8, 427-432, 1999.
  • Kılınçarslan, Ş., “Thermo-Mechanical properties of concrete containing zeolite”, Suleyman Demirel Universitesi Fen Bilimleri Enstitusu Dergisi, Cilt 11, No 3, 262-267, 2007.
  • Li, H., Harvey, J.T., Holland, T.J. ve Kayhanian, M., “Corrigendum: The use of reflective and permeable pavements as a potential practice for heat island mitigation and stormwater management”, Environmental Research Letters, Cilt 8, 1-14, 2013.
  • Qin, Y. ve Hiller, J.E., “Modeling the temperature and stress distributions in rigid pavements: Impact of solar radiation absorption and heat history development”, KSCE Journal of Civil Engineering, Cilt 15, No 8, 1361-1371, 2011.
  • ASTM C1260, “Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method)”, Annual Books of ASTM Standards, 2001.
Toplam 22 adet kaynakça vardır.

Ayrıntılar

Bölüm Makaleler
Yazarlar

Erhan Burak Pancar

Yayımlanma Tarihi 21 Aralık 2016
Gönderilme Tarihi 28 Temmuz 2016
Yayımlandığı Sayı Yıl 2016 Cilt: 4 Sayı: 4

Kaynak Göster

APA Pancar, E. B. (2016). BETON YOL KAPLAMALARININ YÜZEY SICAKLIKLARININ DÜŞÜRÜLMESİ İÇİN ÇÖZÜMLER. Gazi Üniversitesi Fen Bilimleri Dergisi Part C: Tasarım Ve Teknoloji, 4(4), 285-291.

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