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Lightweight aggregates coated with colemanite

  • Bideci, Alper (Department of Architecture, Faculty of Art, Design and Architecture, Duzce University) ;
  • Bideci, Ozlem Salli (Department of Architecture, Faculty of Art, Design and Architecture, Duzce University) ;
  • Oymael, Sabit (Department of Architecture, Faculty of Engineering and Architecture, Istanbul Arel University) ;
  • Gultekin, Ali Haydar (Department of Geological Engineering, Faculty of Mines, Istanbul Technical University) ;
  • Yildirim, Hasan (Department of Civil Engineering, Faculty of Civil Engineering, Istanbul Technical University)
  • 투고 : 2017.02.08
  • 심사 : 2017.03.15
  • 발행 : 2017.05.25

초록

Technological advancements in the field of building materials are achieved day by day. In this study, a new lightweight concrete aggregate is produced by mixing certain rates of colemanite (0%, 7.5%, 12.5%, 17.5%), cement and coating the surface of pumice aggregate with this mixture. Thin aggregate sections are analyzed with specific gravity, unit weight, water absorption, impact, and crushing experiments. In this way, the production of cement and cement+colemanite coated lightweight concrete aggregates is investigated and an opinion on the likely behavior of these concrete types is provided.

키워드

참고문헌

  1. Aksogan, O., Binici, H. and Ortlek, E. (2016), "Durability of concrete made by partial replacement of fine aggregate by colemanite and barite and cement by ashes of corn stalk, wheat straw and sunflower stalk ashes", Constr. Build. Mater., 106, 253-263. https://doi.org/10.1016/j.conbuildmat.2015.12.102
  2. Artuso, J.F. and Wargo, G.R. (1998), Concrete Construction Handbook, 4th Edition, McGraw-Hill Handbooks, U.S.A.
  3. Beycioglu, A., Arslan, M.E., Salli Bideci, O., Bideci, A. and Emiroglu, M. (2015), "Bond behavior of lightweight concretes containing coated pumice aggregate: Hinged beam approach", Comput. Concrete, 16(6), 909-918. https://doi.org/10.12989/cac.2015.16.6.909
  4. Binici, H., Aksogan, O., Sevinc, A.H. and Kucukonder, A. (2014), "Mechanical and radioactivity shielding performances of mortars made with colemanite, barite, ground basaltic pumice and ground blast furnace slag", Constr. Build. Mater., 50, 177-183. https://doi.org/10.1016/j.conbuildmat.2013.09.033
  5. Chandra, S. and Berntsson, L. (2003), Lightweight Aggregate Concrete, Science, Technology and Application, Noyes Publications, U.S.A.
  6. DPT, Ninth Development Plan, 2007-2013 (2008), Boron-Soda Ash, Chrome Chemicals Working Group Report, Ankara, Turkey.
  7. Erdogan, Y. (2007), "Investigation of engineering properties of building materials made with acidic and alcaline pumice", Ph.D. Dissertation, Institute of Natural and Applied Science, Cukurova University, Adana, Turkey.
  8. Eti Colemanite Analysis Report (2011), Eti Maden Bigadic Boron Works General Managment, Colemanite Analysis Report, Balikesir, Turkey.
  9. Gencel, O., Brostov, W., Ozel, C. and Filiz, M. (2010), "An investigation on the concrete properties containing colemanite", J. Phys. Sci., 5(3), 216-225.
  10. Gunduz, L. (2005), "The construction sector pumice stone", Pumice Research and Application Center, Suleyman Demirel University, Isparta, Turkey.
  11. Gunduz, L., Rota, A. and Huseyin, A. (2001), "Material characteristics analysis of occurrence of pumice in Turkey and in the world", Proceedings of the 4th Industrial Raw Materials Symposium, Izmir, Turkey.
  12. Kogel, J.E., Trivedi, N.C., Barker, J.M. and Krukowski, S.T. (2006), Industrial Minerals and Rocks, Society for Mining, Metallurgy and Exploration, Inc., U.S.A.
  13. Limak Trakya Cement Factory (2012), Cement Chemical Analysis Report, Chemistry Lab Report, Kirklareli, Turkey.
  14. Limak Trakya Cement Factory (2012), Puzzolanic Activity Report of Colemanite, Chemistry Lab Report, Kirklareli, Turkey.
  15. Muller, H.S. and Linsel, S. (2005), "A new type of highperformance lightweight concrete", Mater. Build. Struct., 6.
  16. Newman, J. and Owens, P. (2003), Properties of Lightweight Concrete, Advanced Concrete Technology Processes, Butterworth-Heinemann, Elsevier, Oxford.
  17. Oto, B., Gur, A., Kacal, M.R., Dogan, B. and Arasoglu, A. (2013), "Photon attenuation properties of some concretes containing barite and colemanite in different rates", Ann. Nucl. Energy, 51, 120-124. https://doi.org/10.1016/j.anucene.2012.06.033
  18. Saglik, A., Sumer, O., Tunc, E., Kocabeyler, M.F. and Celik, R.S. (2009), Axiom Active Boron Cement (BAB) and Applicability of ds Project, DSI Technical Bulletin.
  19. Salli Bideci, O. (2016), "The effect of high temperature on lightweight concretes produced with colemanite coated pumice aggregates", Constr. Build. Mater., 113, 631-640. https://doi.org/10.1016/j.conbuildmat.2016.03.113
  20. Salli Bideci, O., Bideci, A., Oymael, S., Gultekin, A.H. and Yildirim, H. (2015), "Permeability features of concretes produced with aggregates coated with colemanite", Comput. Concrete, 15(5), 833-845. https://doi.org/10.12989/cac.2015.15.5.833
  21. Sangari. (1992), Concrete (Handbook of Building Materials of Construction Laboratory), Ankara, Turkey.
  22. TS 25 (2008), Natural Puzzolan (Trass) for Use in Cement and Concrete-Definitions, Requirements and Conformity Criteria, Ankara, Turkey.
  23. TS EN 1097-3 (1999), Tests For Mechanical and Physical Properties of Aggregates-Part 3: Determination of Loose Bulk Density and Voids, Ankara, Turkey.
  24. TS EN 1097-6 (2002), Tests for Mechanical and Physical Properties of Aggregates-Part 6: Determination of Particle Density and Water Absorption, Ankara, Turkey.
  25. TS EN 197-1 (2002), Cement-Part 1: Compositions and Conformity Criteria for Common Cements, Ankara, Turkey.
  26. Yaltay, N., Ekinci, C.E., Cakir, T. and Oto, B. (2015), "Photon attenuation properties of concrete produced with pumice aggregate and colemanite addition in different rates and the effect of curing age to these properties", Progr. Nucl. Energy, 78, 25-35. https://doi.org/10.1016/j.pnucene.2014.08.002
  27. Yenmez, N. (2009), "Boron minerals mining as a strategic importance for Turkey", Geography J., 19, 59-94.