American Journal of Physical Chemistry

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Characteristics of Polymer Concrete from Pumice Stone and Rubber Thread Waste with Polyurethane as Natural Bonding

Received: 01 March 2016    Accepted: 15 March 2016    Published: 29 March 2016
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Abstract

In this study, the aggregate of polymer concrete is made using pumice stone, sand, solid waste rubber thread, and polyurethane as a binder. Variation of composition of sand and pumice are (1: 1) or (50 g: 50 g); solid waste rubber thread are (0, 2, 4, 6, 8, 10)% of the total weight of sand and pumic; while composition variations of polyurethane are (10, 15, 20)% of the total weight of sand and pumice. The measured parameters of samples are density, water absorption, porosity, compressive strength, impact strength, flexural strength, microstructure analysis using Scanning Electron microscope (SEM), XRD analysis and sound absorption coefficient. Based on this research, it is showed that the optimum conditions of fabricated polymer concrete characteristics are with density of 1.67 g/cm3, water absorption of 13.25%, porosity of 19.85%, the compressive strength is 8.59 MPa, impact strength of 5.2 kJ, and flexural strength of 50.33 MPa). The sound absorption coefficient of the best sample is 0.196. This polymer concrete is lighter than conventional concrete and has better strength and sound absorption coefficient.

DOI 10.11648/j.ajpc.20160502.12
Published in American Journal of Physical Chemistry (Volume 5, Issue 2, April 2016)
Page(s) 26-34
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

Polymer Concrete, Polyurethane, Pumice Stone, Solid Waste Rubber Thread, Sound Absorption Coefficient

References
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[4] M. E. Tawfik and S. B. Eskandar. Polymer concrete from marble wastes and recycled poly ethylene teraphthalate, Journal of Elatomers and Plastics, vol 38. (1), 65-79, 2006.
[5] E. Hady, Studi Struktur mikro pengikatan resin epoksi pada beton, Jurnal Penelitian Engineering vol. 12, 2009.
[6] F. P. Torgal, Y. Ding, S. Jalali, Properties and durability of concrete containing polymeric waste (Tyre rubber and polyethylene terephthalate bottles). Construction in Building Materials, vol 30, pp. 714-724. 2012.
[7] Ki Sang Son, Strength deformability of waste tyre rubber filled reinforced concrete columns, Construction and Building Materials, vol 25. 218-226, 2011.
[8] J. T. San-Jose, Mechanical properties in rexin polyester concrete, application to reinforced beams, Science and Engineering of Composite Material, vol 13. (4), 271-282, 2006.
[9] Gomez, Jiminez, Interpetring polymer networds based on Ctor oil polyurethane celluase derivatives and polycrycid, Latin American Applied Research, vol. 39, 131- 136, 2009.
[10] E. Yassar, Strength and thermal conductivity in light weight building materials, Bull Eng. Geol. Environ, vol. 67. 513-519, 2008.
[11] I. Styarno, Light weight styrofoam concrete for higher more ductile wall. Universitas of Gajah Mada, 2005.
[12] O. Sipirex, Autoclaved concrete block, RT Environmental Declaration, vol 1 (2) 3.23, 2000.
[13] L. H. Sperling and L. A. Utracki. Advances in Polymer Chemistry, Whasington DC, pp 231, 1994.
[14] E. Rommel, Pengaruh penambahan resin polymer terhadap perbaikan karekteristik beton dengan aggregat batu, http://diglib.gunadarma.ac.id, 1999.
[15] Y. Emilia, Pengaruh penambahan polimer jenis polyethilene terhadap tekanan beton, Politeknik Sriwijaya Palembang, 2008.
[16] C. Pelong, Physical and zology binders anti aging agents, Jurnal Fuel 97, 2012.
[17] Bilmayer, Text Book of Polymer Third edition, New York, John Willey and Son, 1994, pp. 242.
[18] P. Sebayang, Sintesa dan perekayasaan beton polimer untuk enkapsulasi limbah padat tanpa menggunakan semen, Seminar Nasional Fundenmental, Teknik Kimia, Surabaya. 2008.
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Author Information
  • Department of Physics, North Sumatera University, Medan, Indonesia

  • Department of Chemistry, North Sumatera University, Medan, Indonesia

  • Department of Physics, North Sumatera University, Medan, Indonesia

  • Department of Physics, State University of Medan, Medan, Indonesia

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  • APA Style

    Fauzi, Tamrin, Anwar Dharma Sembiring, Ridwan Abdullah Sani. (2016). Characteristics of Polymer Concrete from Pumice Stone and Rubber Thread Waste with Polyurethane as Natural Bonding. American Journal of Physical Chemistry, 5(2), 26-34. https://doi.org/10.11648/j.ajpc.20160502.12

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    ACS Style

    Fauzi; Tamrin; Anwar Dharma Sembiring; Ridwan Abdullah Sani. Characteristics of Polymer Concrete from Pumice Stone and Rubber Thread Waste with Polyurethane as Natural Bonding. Am. J. Phys. Chem. 2016, 5(2), 26-34. doi: 10.11648/j.ajpc.20160502.12

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    AMA Style

    Fauzi, Tamrin, Anwar Dharma Sembiring, Ridwan Abdullah Sani. Characteristics of Polymer Concrete from Pumice Stone and Rubber Thread Waste with Polyurethane as Natural Bonding. Am J Phys Chem. 2016;5(2):26-34. doi: 10.11648/j.ajpc.20160502.12

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  • @article{10.11648/j.ajpc.20160502.12,
      author = {Fauzi and Tamrin and Anwar Dharma Sembiring and Ridwan Abdullah Sani},
      title = {Characteristics of Polymer Concrete from Pumice Stone and Rubber Thread Waste with Polyurethane as Natural Bonding},
      journal = {American Journal of Physical Chemistry},
      volume = {5},
      number = {2},
      pages = {26-34},
      doi = {10.11648/j.ajpc.20160502.12},
      url = {https://doi.org/10.11648/j.ajpc.20160502.12},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajpc.20160502.12},
      abstract = {In this study, the aggregate of polymer concrete is made using pumice stone, sand, solid waste rubber thread, and polyurethane as a binder. Variation of composition of sand and pumice are (1: 1) or (50 g: 50 g); solid waste rubber thread are (0, 2, 4, 6, 8, 10)% of the total weight of sand and pumic; while composition variations of polyurethane are (10, 15, 20)% of the total weight of sand and pumice. The measured parameters of samples are density, water absorption, porosity, compressive strength, impact strength, flexural strength, microstructure analysis using Scanning Electron microscope (SEM), XRD analysis and sound absorption coefficient. Based on this research, it is showed that the optimum conditions of fabricated polymer concrete characteristics are with density of 1.67 g/cm3, water absorption of 13.25%, porosity of 19.85%, the compressive strength is 8.59 MPa, impact strength of 5.2 kJ, and flexural strength of 50.33 MPa). The sound absorption coefficient of the best sample is 0.196. This polymer concrete is lighter than conventional concrete and has better strength and sound absorption coefficient.},
     year = {2016}
    }
    

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  • TY  - JOUR
    T1  - Characteristics of Polymer Concrete from Pumice Stone and Rubber Thread Waste with Polyurethane as Natural Bonding
    AU  - Fauzi
    AU  - Tamrin
    AU  - Anwar Dharma Sembiring
    AU  - Ridwan Abdullah Sani
    Y1  - 2016/03/29
    PY  - 2016
    N1  - https://doi.org/10.11648/j.ajpc.20160502.12
    DO  - 10.11648/j.ajpc.20160502.12
    T2  - American Journal of Physical Chemistry
    JF  - American Journal of Physical Chemistry
    JO  - American Journal of Physical Chemistry
    SP  - 26
    EP  - 34
    PB  - Science Publishing Group
    SN  - 2327-2449
    UR  - https://doi.org/10.11648/j.ajpc.20160502.12
    AB  - In this study, the aggregate of polymer concrete is made using pumice stone, sand, solid waste rubber thread, and polyurethane as a binder. Variation of composition of sand and pumice are (1: 1) or (50 g: 50 g); solid waste rubber thread are (0, 2, 4, 6, 8, 10)% of the total weight of sand and pumic; while composition variations of polyurethane are (10, 15, 20)% of the total weight of sand and pumice. The measured parameters of samples are density, water absorption, porosity, compressive strength, impact strength, flexural strength, microstructure analysis using Scanning Electron microscope (SEM), XRD analysis and sound absorption coefficient. Based on this research, it is showed that the optimum conditions of fabricated polymer concrete characteristics are with density of 1.67 g/cm3, water absorption of 13.25%, porosity of 19.85%, the compressive strength is 8.59 MPa, impact strength of 5.2 kJ, and flexural strength of 50.33 MPa). The sound absorption coefficient of the best sample is 0.196. This polymer concrete is lighter than conventional concrete and has better strength and sound absorption coefficient.
    VL  - 5
    IS  - 2
    ER  - 

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