The effects of cast industry waste of scale instead of cement on the mechanical and microstructural properties

Mutuk T., Demirbas A. K., Çevik S., Mesci Oktay B.

INTERNATIONAL JOURNAL OF APPLIED CERAMIC TECHNOLOGY, cilt.17, sa.1, ss.197-204, 2020 (SCI-Expanded) identifier identifier

  • Yayın Türü: Makale / Tam Makale
  • Cilt numarası: 17 Sayı: 1
  • Basım Tarihi: 2020
  • Doi Numarası: 10.1111/ijac.13400
  • Dergi Adı: INTERNATIONAL JOURNAL OF APPLIED CERAMIC TECHNOLOGY
  • Derginin Tarandığı İndeksler: Science Citation Index Expanded (SCI-EXPANDED), Scopus, Academic Search Premier, Aerospace Database, Applied Science & Technology Source, Chemical Abstracts Core, Communication Abstracts, Compendex, INSPEC, Metadex, Civil Engineering Abstracts
  • Sayfa Sayıları: ss.197-204
  • Anahtar Kelimeler: cement mortar, mechanical Strength, microstructure, scale, STEEL, SLAG
  • Ondokuz Mayıs Üniversitesi Adresli: Evet

Özet

The scale is a waste coming from the metal casting industry. It is an iron oxide layer formed as a result of oxidation after annealing on steel surfaces. Casting wastes, which have been left uncontrolled for many years, have caused considerable environmental damage. In the present paper, the mechanical properties and microstructural characterization of cement mortars, prepared by using scale coming from Turkey steel manufacturer were experimentally investigated. The steel scale was used as a partial replacement of cement. Recycling of solid waste scale is considered as an environmental-friendly alternative to solve the problem of disposing of wastes. Cement mortar admixtures were prepared by variable percentages of scale from 2% to 10%. The effect of scale on the strength of cement mortar was analyzed. The compressive strength values of all the specimens were recorded for 3, 7, and 28 days and the results showed that when the amount of scale replacement was increased, the strength increased slightly. However, cement mortar containing 4% wt. additive has shown the highest strength value at 3 and 28 days. As a result an optimum additive amount of scale in the cement mortar is found as 4% wt. Microstructural observation of the samples using SEM showed that scale particles were well embedded in the c matrix.