THE EFFECT OF USING CERAMIC WASTE POWDER AS A SUBTITUTE FOR CEMENT ON THE COMPRESSIVE STRENGTH OF K250 CONCRETE

Samsul Arif(1*), Dwi Kartikasari(2),

(1) Faculty of Engineering, Islam Lamongan University
(2) Faculty of Engineering, Islam Lamongan University
(*) Corresponding Author

Abstract


In every construction work, you will find the remains of building materials no longer used and disposed of as waste, one of which is a ceramic waste. Ceramic waste is waste that has no selling value. Therefore the authors in this study will utilize ceramic waste as a substitute for cement with concrete quality K250. Several studies have also explained that ceramic waste contains silica, which has high adhesion, making it suitable as a substitute for cement. The process of mixing ceramic waste as a K250 quality concrete mixture is carried out according to the Indonesian SNI Standard and ASTM standards by laboratory testing using a variation of 3%, 4%, and 5% as a substitute cement. From these results, the composition of the addition of 3% ceramic waste has an average compressive strength of 330.99 kg/cm2, a composition of 4% has an average compressive strength value of 243.88 kg/cm2, and a percentage of 5% has an average compressive strength value 258.41 kg/cm2. The more the ceramic waste mixture as a substitute for cement, the lower the compressive strength of the concrete

Keywords


Concrete; Compressive Strength; Ceramic Waste; K250

Full Text:

PDF Similarity

References


P. L. Domone, J. Jin, and H.-W. Chai, “Optimum mix proportioning of self-compacting concrete,” in Innovation in Concrete Structures: Design and Construction, 2015.

B. Damara and Z. Lubis, “PENGARUH PENAMBAHAN LIMBAH B3 PADA KUAT BETON MUTU K-175,” J. CIVILA, 2018, doi: 10.30736/cvl.v3i1.216.

M. Sumajouw, S. Dapas, and R. Windah, “Pengujian Kuat Tekan Beton Mutu Tinggi,” J. Ilm. Media Eng., vol. 4, no. 4, p. 97267, 2014.

A. Sales and S. A. Lima, “Use of Brazilian sugarcane bagasse ash in concrete as sand replacement,” Waste Manag., 2010, doi: 10.1016/j.wasman.2010.01.026.

A. I. Candra, E. Gardjito, Y. Cahyo, and G. A. Prasetyo, “Pemanfaatan Limbah Puntung Rokok Filter Sebagai Bahan Campuran Beton Ringan Berpori,” UKaRsT, vol. 3, no. 1, p. 82, 2019, doi: 10.30737/ukarst.v3i1.365.

E. Gal and R. Kryvoruk, “Properties of concrete,” in Computational Modelling of Concrete Structures, 2010.

SNI 03-2847-2002, “Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung,” Badan Stand. Nas., 2002.

SNI 15-2049-2004, “Semen Portland,” Badan Standar Nas. Indones., 2004.

S. E. Hasiholan, W. Wibowo, and S. Sunarmasto, “KAJIAN PENGARUH VARIASI PENAMBAHAN AIR ENTRAINING AGENT TERHADAP PARAMETER BETONMEMADAT MANDIRIDAN KUAT TEKAN BETON MUTU TINGGI,” Matriks Tek. Sipil, 2018, doi: 10.20961/mateksi.v6i1.36591.

J. O. Akinyele and A. Ajede, “The use of granulated plastic waste in structural concrete,” African J. Sci. Technol. Innov. Dev., 2018, doi: 10.1080/20421338.2017.1414111.

A. S. Huda and Suprapto, “Pengaruh Limbah Keramik Sebagai Pengganti Agregat Halus Terhadap Mutu Beton,” J. Kaji. Pendidik. Tek. Bangunan, 2013.

S. A. Purnama and T. Sudibyo, “Pengaruh Limbah Keramik dan Abu Terbang Terhadap Kuat Tekan dan Daya Serap Air Bata Beton,” J. Tek. Sipil dan Lingkung., 2018, doi: 10.29244/jsil.3.3.161-170.

Wahyunita, “PENGARUH LIMBAH KERAMIK DAN ABU JERAMI PADI SEBAGAI PENGISI TERHADAPNILAI KUAT TEKAN BETON MUTU TINGGI,” N. Engl. J. Med., 2018.

H. A. Safarizki and I. Ristanto, “KAJIAN KUAT TEKAN PAPERCRETE MUTU TINGGI DENGAN BAHAN TAMBAH LIMBAH KERAMIK,” J. Ilm. Teknosains, 2019, doi: 10.26877/jitek.v4i2.2947.

F. P. Pane, H. Tanudjaja, and R. S. Windah, “Pengujian Kuat Tarik Lentur Beton Dengan Variasi Kuat Tekan Beton,” J. Sipil Statik, vol. 3, no. 5, pp. 313–321, 2015.

P. L. Domone, J. Jin, and H.-W. Chai, “Optimum mix proportioning of self-compacting concrete,” in Innovation in Concrete Structures: Design and Construction, 2015.

B. Damara and Z. Lubis, “PENGARUH PENAMBAHAN LIMBAH B3 PADA KUAT BETON MUTU K-175,” J. CIVILA, 2018, doi: 10.30736/cvl.v3i1.216.

M. Sumajouw, S. Dapas, and R. Windah, “Pengujian Kuat Tekan Beton Mutu Tinggi,” J. Ilm. Media Eng., vol. 4, no. 4, p. 97267, 2014.

A. Sales and S. A. Lima, “Use of Brazilian sugarcane bagasse ash in concrete as sand replacement,” Waste Manag., 2010, doi: 10.1016/j.wasman.2010.01.026.

A. I. Candra, E. Gardjito, Y. Cahyo, and G. A. Prasetyo, “Pemanfaatan Limbah Puntung Rokok Filter Sebagai Bahan Campuran Beton Ringan Berpori,” UKaRsT, vol. 3, no. 1, p. 82, 2019, doi: 10.30737/ukarst.v3i1.365.

E. Gal and R. Kryvoruk, “Properties of concrete,” in Computational Modelling of Concrete Structures, 2010.

SNI 03-2847-2002, “Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung,” Badan Stand. Nas., 2002.

SNI 15-2049-2004, “Semen Portland,” Badan Standar Nas. Indones., 2004.

S. E. Hasiholan, W. Wibowo, and S. Sunarmasto, “KAJIAN PENGARUH VARIASI PENAMBAHAN AIR ENTRAINING AGENT TERHADAP PARAMETER BETONMEMADAT MANDIRIDAN KUAT TEKAN BETON MUTU TINGGI,” Matriks Tek. Sipil, 2018, doi: 10.20961/mateksi.v6i1.36591.

J. O. Akinyele and A. Ajede, “The use of granulated plastic waste in structural concrete,” African J. Sci. Technol. Innov. Dev., 2018, doi: 10.1080/20421338.2017.1414111.

A. S. Huda and Suprapto, “Pengaruh Limbah Keramik Sebagai Pengganti Agregat Halus Terhadap Mutu Beton,” J. Kaji. Pendidik. Tek. Bangunan, 2013.

S. A. Purnama and T. Sudibyo, “Pengaruh Limbah Keramik dan Abu Terbang Terhadap Kuat Tekan dan Daya Serap Air Bata Beton,” J. Tek. Sipil dan Lingkung., 2018, doi: 10.29244/jsil.3.3.161-170.

Wahyunita, “PENGARUH LIMBAH KERAMIK DAN ABU JERAMI PADI SEBAGAI PENGISI TERHADAPNILAI KUAT TEKAN BETON MUTU TINGGI,” N. Engl. J. Med., 2018.

H. A. Safarizki and I. Ristanto, “KAJIAN KUAT TEKAN PAPERCRETE MUTU TINGGI DENGAN BAHAN TAMBAH LIMBAH KERAMIK,” J. Ilm. Teknosains, 2019, doi: 10.26877/jitek.v4i2.2947.

F. P. Pane, H. Tanudjaja, and R. S. Windah, “Pengujian Kuat Tarik Lentur Beton Dengan Variasi Kuat Tekan Beton,” J. Sipil Statik, vol. 3, no. 5, pp. 313–321, 2015.

SNI1974-2011, “Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder,” Badan Stand. Nas. Indones., 2011.

S. Aris and W. Slamet, “Analisis variasi kandungan semen terhadap kuat tekan beton ringan struktural agregat pumice,” J. Anal., 2013.

S. F. Romadhoni, A. Ridwan, S. Winarto, and A. I. Candra, “STUDI EXPERIMEN KUAT TEKAN BETON DENGAN MEMANFAATKAN LIMBAH KERAMIK DAN BATA MERAH,” Jurmateks, vol. 2, no. 1, pp. 86–95, 2019.

S. Arliningtyas and N. Nadia, “ANALISA KELAYAKAN LIMBAH KERAMIK SEBAGAI PENGGANTI AGREGAT HALUS UNTUK CAMPURAN ASPAL BETON DITINJAU DARI NILAI STABILITAS MARSHALL,” Konstruksia, 2017, doi: 10.24853/jk.8.1.47-59.

P. Tamayo, J. Pacheco, C. Thomas, J. de Brito, and J. Rico, “Mechanical and durability properties of concrete with coarse recycled aggregate produced with electric arc furnace slag concrete,” Appl. Sci., 2020, doi: 10.3390/app10010216.




DOI: http://dx.doi.org/10.30737/ukarst.v4i2.1191

Article Metrics

Abstract view : 158 times
PDF - 202 times Similarity - 14 times

Refbacks

  • There are currently no refbacks.


Copyright (c) 2020 UKaRsT

Creative Commons License
This work is licensed under a Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License.

Email : ukarst@unik-kediri.ac.id

Lisensi Creative Commons
Journal UKaRsT is licensed under a Creative Commons Attribution 4.0 International License.