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Performance Assessment of Shredded Polythene Fired Cement Clay Bricks for Sustainable Drive

Received: 22 December 2017    Accepted: 16 January 2018    Published: 26 February 2018
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Abstract

The need for maximum disposal of wastes and conservation of scarce resources or materials into useable building materials need to be underscored. Therefore, this study attempts to evaluate the use of polythene bag wastes in the building industry. The polythene bags waste (pure water sachets bags) were collected in dumping sites in Yola metropolis and were manually shredded to about (5 x 10) mm sizes. Fired Cement clay (FCC) bricks incorporating the polythene waste were produced at a mix ratio of 1:8 and water/cement ratio of 0.5. Samples were tested for compressive strength at 7, 14, 21 and 28days hydration period while the water absorption and thermal conductivity test were evaluated at 28 days hydration period. Result of the compressive strength for the FCC Bricks at 28 days hydration period was between 0.00 and 2.33N/mm2, with 10% FCC having the highest compressive strength and least water absorption values of 2.01N/mm2 and 85 Kg/mm3 respectively. The compressive strength and thermal conductivity of all sampled FCC bricks decrease with increase percentage content of shredded polythene bags waste. The study found that thermal conductivity values of the FCC bricks was in the range of 1.48w/mk and 1.8w/mk. The study therefore recommends 10% FCC as suitable for use in areas where thermal transfer and rising dampness is of interest. Furthermore, the study concludes that reuse of the polythene bag wastes as building material or resources will help in reducing environmental hazards.

Published in International Journal of Science and Qualitative Analysis (Volume 4, Issue 2)
DOI 10.11648/j.ijsqa.20180402.12
Page(s) 38-41
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Bricks, Compressive Strength, Environment Waste, Sustainable, Pollution

References
[1] Anum I. (2012), Performance Evaluation of Shredded Polythene Concrete. M. Sc. Construction Technology Thesis in the Department of Building. University of Jos.
[2] Saikia, N. & Jorge, L. (2012). Use of plastic waste as Aggregate in cement mortar and Concrete preparation. Construction and Building material.
[3] Stein, S & Richard S. (2004) "Plastic." Pollution A to Z 2004. Retrieved on 21 Apr. 2015 http://www.encyclopedia.com.
[4] Muttapilly M. J. et al. (2007), Disposal of Plastic Waste in the Domestic Environment. A case study from India. Epidemiology. vol 18.
[5] Campbell, J. W & Pryce, W (2003). Brick: a world history. London and New York. Thomas and Hudson.
[6] Punmia, B. C & Jain, A. K (2003). Basic Civil Engineering 33: 66–78.
[7] Kenoyer, Jonathan Mark (2005). Uncovering the keys to the lost industries. American Scientific Journal 15: 24 -33.
[8] Isa, F. N (2009). Assessment of engineering properties and cost of production of cement stabilized clay bricks and sandcrete blocks. An undergraduate project FUT, Yola.
[9] Tok, P. (2015). A Study on Properties of Fly Ash Bricks. An undergraduate project Unijos.
[10] Ijalana, F. B, Afolayan, J. O and Adeleke (2016). Effects of Polythene Fibres on Selected Properties of Sandcrete Blocks. Nigerian Journal of Technology (NIJOTECH) 35 (1): 37–42.
[11] Ogi, K., Shinodab, T & Mizuic, M. (2005). Strength in concrete reinforced with recycled CFRP pieces. Composites Part A: Applied Science and Manufacturing, (36): 893–902.
[12] Omoregie, A. (2013), Optimum Compressive Strength of Hardened Sandcrete Building Blocks with Steel Chips. Academic Journals Available online http:/www.academicjournals.org/JETR. (3): 209-215.
[13] NIS 2000. NIS 87: (2004). Nigerian Industrial Standard: Standard for Sandcrete Blocks. Standards organization of Nigeria.
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  • APA Style

    Ojiako Marcel Oraegbune, Maxwell Solomon Soji. (2018). Performance Assessment of Shredded Polythene Fired Cement Clay Bricks for Sustainable Drive. International Journal of Science and Qualitative Analysis, 4(2), 38-41. https://doi.org/10.11648/j.ijsqa.20180402.12

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    ACS Style

    Ojiako Marcel Oraegbune; Maxwell Solomon Soji. Performance Assessment of Shredded Polythene Fired Cement Clay Bricks for Sustainable Drive. Int. J. Sci. Qual. Anal. 2018, 4(2), 38-41. doi: 10.11648/j.ijsqa.20180402.12

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    AMA Style

    Ojiako Marcel Oraegbune, Maxwell Solomon Soji. Performance Assessment of Shredded Polythene Fired Cement Clay Bricks for Sustainable Drive. Int J Sci Qual Anal. 2018;4(2):38-41. doi: 10.11648/j.ijsqa.20180402.12

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  • @article{10.11648/j.ijsqa.20180402.12,
      author = {Ojiako Marcel Oraegbune and Maxwell Solomon Soji},
      title = {Performance Assessment of Shredded Polythene Fired Cement Clay Bricks for Sustainable Drive},
      journal = {International Journal of Science and Qualitative Analysis},
      volume = {4},
      number = {2},
      pages = {38-41},
      doi = {10.11648/j.ijsqa.20180402.12},
      url = {https://doi.org/10.11648/j.ijsqa.20180402.12},
      eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.ijsqa.20180402.12},
      abstract = {The need for maximum disposal of wastes and conservation of scarce resources or materials into useable building materials need to be underscored. Therefore, this study attempts to evaluate the use of polythene bag wastes in the building industry. The polythene bags waste (pure water sachets bags) were collected in dumping sites in Yola metropolis and were manually shredded to about (5 x 10) mm sizes. Fired Cement clay (FCC) bricks incorporating the polythene waste were produced at a mix ratio of 1:8 and water/cement ratio of 0.5. Samples were tested for compressive strength at 7, 14, 21 and 28days hydration period while the water absorption and thermal conductivity test were evaluated at 28 days hydration period. Result of the compressive strength for the FCC Bricks at 28 days hydration period was between 0.00 and 2.33N/mm2, with 10% FCC having the highest compressive strength and least water absorption values of 2.01N/mm2 and 85 Kg/mm3 respectively. The compressive strength and thermal conductivity of all sampled FCC bricks decrease with increase percentage content of shredded polythene bags waste. The study found that thermal conductivity values of the FCC bricks was in the range of 1.48w/mk and 1.8w/mk. The study therefore recommends 10% FCC as suitable for use in areas where thermal transfer and rising dampness is of interest. Furthermore, the study concludes that reuse of the polythene bag wastes as building material or resources will help in reducing environmental hazards.},
     year = {2018}
    }
    

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  • TY  - JOUR
    T1  - Performance Assessment of Shredded Polythene Fired Cement Clay Bricks for Sustainable Drive
    AU  - Ojiako Marcel Oraegbune
    AU  - Maxwell Solomon Soji
    Y1  - 2018/02/26
    PY  - 2018
    N1  - https://doi.org/10.11648/j.ijsqa.20180402.12
    DO  - 10.11648/j.ijsqa.20180402.12
    T2  - International Journal of Science and Qualitative Analysis
    JF  - International Journal of Science and Qualitative Analysis
    JO  - International Journal of Science and Qualitative Analysis
    SP  - 38
    EP  - 41
    PB  - Science Publishing Group
    SN  - 2469-8164
    UR  - https://doi.org/10.11648/j.ijsqa.20180402.12
    AB  - The need for maximum disposal of wastes and conservation of scarce resources or materials into useable building materials need to be underscored. Therefore, this study attempts to evaluate the use of polythene bag wastes in the building industry. The polythene bags waste (pure water sachets bags) were collected in dumping sites in Yola metropolis and were manually shredded to about (5 x 10) mm sizes. Fired Cement clay (FCC) bricks incorporating the polythene waste were produced at a mix ratio of 1:8 and water/cement ratio of 0.5. Samples were tested for compressive strength at 7, 14, 21 and 28days hydration period while the water absorption and thermal conductivity test were evaluated at 28 days hydration period. Result of the compressive strength for the FCC Bricks at 28 days hydration period was between 0.00 and 2.33N/mm2, with 10% FCC having the highest compressive strength and least water absorption values of 2.01N/mm2 and 85 Kg/mm3 respectively. The compressive strength and thermal conductivity of all sampled FCC bricks decrease with increase percentage content of shredded polythene bags waste. The study found that thermal conductivity values of the FCC bricks was in the range of 1.48w/mk and 1.8w/mk. The study therefore recommends 10% FCC as suitable for use in areas where thermal transfer and rising dampness is of interest. Furthermore, the study concludes that reuse of the polythene bag wastes as building material or resources will help in reducing environmental hazards.
    VL  - 4
    IS  - 2
    ER  - 

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Author Information
  • Department of Building, Modibbo Adama University of Technology, Yola, Nigeria

  • Department of Building, Modibbo Adama University of Technology, Yola, Nigeria

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