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

Fauzi; Tamrin; Anwar Dharma Sembiring; Ridwan Abdullah Sani

doi:doi:10.11648/j.ajpc.20160502.12

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

Fauzi, Tamrin, Anwar Dharma Sembiring, Ridwan Abdullah Sani

Published in American Journal of Physical Chemistry (Volume 5, Issue 2)

Received: 1 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.

Published in	American Journal of Physical Chemistry (Volume 5, Issue 2)
DOI	10.11648/j.ajpc.20160502.12
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), 2016. Published by Science Publishing Group

Keywords

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

References

[1]	A. Balaga and J. J. Beaudoin, Polymer Modified concrete, Canadian Building Digest 241, October 1985.
[2]	M. Golestaneh, G. Amini, G. D. Najsfpour and M. A. Beygi. Evalution of mechanical strength of epoxy polymer concrete with silica powder as filler, World Applied Science Journal, vol 9. (2). 216-220, 2010.
[3]	J. P. Gormiski, D. C. Dal Molin and C. S. Kazmierezak. Study of the modulus of elasticity of polymer concrete compounds and comparative assessment of polymer concrete and portland cement concrete, Cement and Concrete Composite Research, vol 34 (11), 2091-2095, 2004.
[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.
[19]	A. Balaga and J. J. Beaudoin. Polymer Concrete, Canadian Building. 2005.
[20]	ISO 11654: Alan Truesdale Absorption Coeficients.
[21]	ASTM C 384: Impedance Absorption of Acustical Materials by Impedance Tube Method.

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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://article.sciencepublishinggroup.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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Author Information

Fauzi

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

Department of Chemistry, North Sumatera University, Medan, Indonesia
Anwar Dharma Sembiring

Department of Physics, North Sumatera University, Medan, Indonesia
Ridwan Abdullah Sani

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

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Plain Text BibTeX RIS

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

Copy | Download

@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://article.sciencepublishinggroup.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}
}

Copy | Download

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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