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Tytuł artykułu

Investigation of the Physical, Mechanical and Aesthetic Characteristics of Terrazo Tiles Obtained from Different Rock Aggregates

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Throughout history, people have covered the floors of the buildings with materials such as carpet, rock pieces, wood, mosaic, ceramic and tile according to the conditions of the day due to their desire to protect them from moisture, make them hygienic environment easy to clean and give an aesthetic appearance. The merging of mechanization with cement based materials with the industrial revolution in the 19th century has brought along the development of diversity and different production methods in these floor covering materials. One of these coating materials is terrazo tiles that form the subject of the current paper. Terrazo tiles are materials obtained by pressing the mortar obtained by mixing water, cement, marble powder and aggregate in certain proportions. Within the scope of this research, it was aimed to provide alternative raw materials to the tile body and to transform the rock pieces, which are found in waste form in natural stone workshops, into the economy. For this purpose, geomaterials collected from magmatic, metamorphic and sedimentary rocks cropped in the Kahramanmaraş-Antakya-Elazığ regions and natural stone workshops operating in Kahramanmaraş city, were classified according to their geological origins and aggregates of 4.75-12 mm were obtained with the help of jaw crushers and sieves. Tiles have been produced in accordance with the method of tile production from sized aggregates. The produced tiles were kept in the water pool for 28 days and surface controls were made. According to the physical and mechanical test results applied to the tile samples, water absorption by weight is 5.31-13.25%, bending strength 4.95-8.89 MPa, Böhme abrasion resistance 1.09-3.43 cm3 /50 cm2 , mass loss after freeze-thaw is observed to be in the range of 0.97-1.59%. On the other hand, the surface roughness of the tiles prepared with coarse rock aggregates was found to be relatively lower than the tile samples obtained with fine grained rock aggregates. The obtained results indicate that the geomaterials subject to the research can be used as an alternative raw material source in tile production and these raw materials will provide new benefits to the construction field.
Rocznik
Strony
477--490
Opis fizyczny
Bibliogr. 15 poz., fig., tab.
Twórcy
  • Kahramanmaraş, Turkey
Bibliografia
  • 1. Alyamaç, K.E., İnce, R., (2008). Çelik lif katkılı karo mozaik döşeme kaplama plaklarının fiziksel ve mekanik özeliklerinin belirlenmesi. Balıkesir Üniversitesi Fen Bilimleri Enstitüsü Dergisi, 10(1), pp. 31-45.
  • 2. Alyamaç, K.E., ve İnce, R., (2007). Karo Mozaik Döşeme Kaplama Plak Üretiminde Atık, Mermer Çamurunun Kullanılabilirliği, 7. Ulusal Beton Kongresi, TMMOB İMO, İstanbul Şubesi, pp. 437-446.
  • 3. ÇİMSA (2019). Çalışmada kullanılan çimentoların fiziksel, kimyasal ve mekanik özellikleri URL (erişim tarihi: 25.02.2020) www.cimsa.com.tr.
  • 4. ISO 4287, 2004. Geometrical product specifications (GPS) – surface texture: profile method-terms, definitions and surface texture parameters, International Organization for Standardization, Geneva, Switzerland.
  • 5. Karam, G., & Tabbara, M. (2009). Properties of pre-cast terrazzo tiles and recommended specifications. Cerâmica, 55(333), pp. 84-87.
  • 6. Mohammed, A.A.A., (2018). Yapıtaşlarının Temel İndeks Özellikleri ve Elastik Parametreleri ile Böhme Aşınma Kaybı İndeksleri Arasındaki İlişklilerin İncelenmesi. Yüksek Lisans Tezi Ankara Üniversitesi Fen Bilimleri Enstitüsü. Ankara. 71 s.
  • 7. Özdemir, F., Özyurt, H., Dalgıç, E., Ramazanoğlu, D., & Tutuş, A. (2018). Muskovit Minerali Eklenerek Üretilen Yüksek Yoğunluklu Lif Levhaların (Hdf) Yüzey Kalitesinin Araştırılması. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 21(2), pp. 166-171.
  • 8. Postacıoğlu, B., (1987). Beton (Agregalar, Beton), Teknik Kitaplar Yayınevi, İstanbul, 333 s.
  • 9. TS EN 12390-7, (2010). Beton-Sertleşmiş beton deneyleri. Bölüm 7: Sertleşmiş Beton Yoğunluğunun Tayini, Türk Standartları Enstitüsü, Ankara.
  • 10. TSE, 2005. “TS 213-2 EN 13748-2: Terrazo Karolar: Dış Mekanlarda Kullanım İçin”, Ankara.
  • 11. TS EN 14157, (2017). Doğal taşlar-Deney yöntemleri-Aşınma direncinin tayini, Türk Standartları Enstitüsü, Ankara.
  • 12. TSE., 2002. “TS EN 197-1: Çimento-Bölüm 1: Genel Çimentolar-Bileşim, Özellikler ve Uygunluk Kriterleri”, Ankara.
  • 13. TSE., 1994. “TS 21: Çimento – Beyaz Portland”, Ankara.
  • 14. Tan, D., (2010). Katkılı Betonların Donma-Çözülmeye Karsı Performanslarının İncelenmesi. Yüksek Lisans Tezi. Sakarya Üniversitesi Fen Bilimleri Enstitüsü. Sakarya. s. 64.
  • 15. TS CEN/TR 15177, (2011). Betonun donma çözülme direncinin tayini, Türk Standartları Enstitüsü, Ankara.
Uwagi
EN
Financial support from Kahramanmaraş Sütçü İmam University Research Foundation (Project Number: 2017/7-169 YLS).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-abfbf097-7ae9-4878-ba1f-86cab2afb09c
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