USE OF EXPANDED CLAY IN LIGHTWEIGHT BUILDING MATERIAL


Yapıcı N., Bilger E.

10th International Aegean Congress on Innovation Technologies & Engineering, İzmir, Türkiye, 5 - 07 Eylül 2024, cilt.1, sa.1, ss.352-363

  • Yayın Türü: Bildiri / Tam Metin Bildiri
  • Cilt numarası: 1
  • Basıldığı Şehir: İzmir
  • Basıldığı Ülke: Türkiye
  • Sayfa Sayıları: ss.352-363
  • Çukurova Üniversitesi Adresli: Evet

Özet

As in the rest of the world, the increase in population in our country has led to a rise in multi-story buildings. In engineering applications, it is desired that construction materials be as lightweight as possible. Due to their high thermal and acoustic insulation properties, lightweight concretes are becoming increasingly popular in the construction sector. Various aggregates and additives are used to create lightweight concrete mixtures. Alongside natural materials, clays that exhibit expansion properties due to thermal processing are also utilized as aggregates. Additionally, waste materials such as silica fume, fly ash, and blast furnace slag, which pose environmental problems, can be added to the concrete mix to enhance its strength properties. This study explores the potential of using expanded clay aggregate, an alternative artificial aggregate, for lightweight building materials. Ankara/Akyurt clay was expanded at temperatures of 1150 and 1200°C, with the best expansion ratio of 6,2 achieved at 1200°C for 10 minutes. The bulk density of the Ankara-Akyurt expanded clay aggregate was found to be 0,32 g/cm³. After the expansion process, the feasibility of using the aggregate material in lightweight construction materials with pumice obtained from the Kayseri/Tomarza region, along with pozzolanic additives, was investigated. The 28-day bulk density, uniaxial compressive strength, and ultrasonic pulse velocity of the prepared lightweight concrete were measured. Pozzolans such as fly ash, silica fume, and quartz sand were added to the lightweight concrete mixtures in proportions of 5%, 10%, 15%, and 20%. For mixtures containing pumice and expanded clay aggregate with 15% silica fume as a pozzolan, the uniaxial compressive strength was 125,12 kg/cm² (12.27 MPa). According to TS EN 206, this concrete falls into the LC 12 / 13 lightweight concrete class. The insulation properties of the Ankara-Akyurt expanded clay aggregate were also investigated, with an ultrasonic pulse velocity of 2,28 km/s, which is below the 3,0 km/s threshold for lightweight concrete as per TS 12504-4.