Kuat Tekan Beton Fc’19 Mpa Menggunakan Campuran Styrofoam
DOI:
https://doi.org/10.30737/jurmateks.v4i1.1659Keywords:
Compressive Strength, Concrete, Lightweight Concrete, StyrofoamAbstract
The selection of concrete constituent materials is something to note, considering that it affects the quality and weight of concrete types. The high density of concrete makes the dead load on the structure large. Styrofoam in the concrete mixture will form cavities, thus reducing the overall weight of concrete and light concrete forms with a smaller volume weight. This study aims to find out the effect of the addition of Styrofoam to the compressive strength and strong bending of concrete. Percentage increase of 0%,5%, 15%, 30% of concrete volume with a sample count of 3 pieces for each variation Methods used experimental methods and literature studies. Test results at a concrete age of 28 days showed that the highest compressive strength obtained at a percentage of 5% of 17.78 MPa and a bending force of 2.32 Mpa. A variation of 30% obtained a compressive strength of 12.97 Mpa and bending strength of 1.98 Mpa with a volume weight of 1881.25 kg/m3 in the categories light concrete. So the greater the addition of Styrofoam, the lower the value of compressive strength and strong bending produced. With that percentage (30%), it is recommended for non-structural buildings in indoor conditions.
References
M. Hudori and I. Wijaya, “Desain rancangan percobaan pada pengujian kuat tekan beton berbahan campuran cangkang kemiri,†Racic Rab Constr. Res., vol. 3, no. 1, pp. 12–19, 2019.
A. E. Sutrisno and D. Kartikasari, “Pengaruh Penambahan Abu Jerami Padi Terhadap Kuat Tekan Beton,†J. CIVILA, vol. 2, no. 2, p. 9, 2017, doi: 10.30736/cvl.v2i2.74.
A. I. Candra, H. Wahyudiono, S. Anam, and D. Aprillia, “Kuat Tekan Beton Fc ’ 21 , 7 Mpa Menggunakan Water Reducing And High Range Admixtures,†J. CIVILA, vol. 5, no. 1, 2020.
I. Al Mukminah, “Bahaya Wadah Styrofoam dan Alternatif Penggantinya,†Maj. Farmasetika, vol. 4, no. 2, pp. 32–34, 2019, doi: 10.24198/farmasetika.v4i2.22589.
Nursyamsi and W. S. B. Zebua, “The Influence of Pet Plastic Waste Gradations as Coarse Aggregate Towards Compressive Strength of Light Concrete,†Procedia Eng., vol. 171, pp. 614–619, 2017, doi: 10.1016/j.proeng.2017.01.394.
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.
A. Hasyim and D. Kartikasari, “Pembuatan Beton Campuran Styrofoam Menggunakan Agregat Pasir Bengawan Solo,†UKaRsT, vol. 4, no. 1, pp. 27–38, 2020.
Y. J. Priyono and Nadia, “Pengaruh Penggunaan Styrofoam Sebagai Pengganti Agregat Kasar Terhadap Kuat Tekan Beton,†J. Konstr., vol. 5, no. 2, pp. 55–61, 2014.
M. Maryanto, S. Winarto, and L. D. Krisnawati, “Studi Eksperimental Pengaruh Penambahan Limbah Kuningan Terhadap Kuat tekan Beton Mutu K-225,†J. Manaj. Teknol. Tek. Sipil, vol. 1, no. 1, pp. 76–90, 2018, doi: 10.30737/jurmateks.v1i1.142.
G. Yanti, Z. Zainuri, and S. W. Megasari, “Analisa Perbandingan Penambahan Variasi Consol Terhadap Kuat Tekan Beton,†SIKLUS J. Tek. Sipil, vol. 4, no. 1, pp. 59–66, 2018, doi: 10.31849/siklus.v4i1.1155.
I. W. Suarnita, “Karakteristik Beton Ringan Dengan Menggunakan Tempurung Kelapa Sebagai Bahan Pengganti Agregat Kasar,†SMARTek, vol. 8, no. 1, pp. 22–23, 2017.
B. S. Nasional, “Persyaratan Beton Struktural Untuk Bangunan Gedung Dan Penjelasan Sebagai Revisi Dari Standar Nasional Indonesia. SNI 03-2847:2019,†2019.
B. S. Nasional, “Standar Nasional Indonesia Cara Uji Berat Jenis dan Penyerapan Air Agregat Halus,†2008.
A. Sutrisno and S. Widodo, “Analisis Variasi Kandungan Semen Terhadap Kuat Tekan Beton Ringan Struktural Agregat Pumice,†J. Tek. Sipil, 2012.
S. Febby Romaadhoni, A. Ridwan, S. Winarto, and A. I. Candra, “Studi Experimen Kuat Tekan Beton Dengan Memanfaatkan Limbah Keramik Dan Bata Merah,†J. Manaj. Teknol. Tek. Sipil, vol. 2, no. 1, p. 86, 2019, doi: 10.30737/jurmateks.v2i1.394.
ASTM International, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 1 This standard is for EDUCATIONAL USE ONLY .,†Annu. B. ASTM Stand., no. C, pp. 1–7, 2010, doi: 10.1520/C0039.
B. S. Nasional, Tata cara pembuatan rencana campuran beton normal (SNI 03-2834-2000). Badan Standarisasi Nasional, 2000, 2000.
S. M. Nasri and I. Shofwati, “Utilization of styrofoam as soundproofing material with auditory frequency range,†Kesmas, vol. 13, no. 2, pp. 99–104, 2018, doi: 10.21109/kesmas.v13i2.2633.
A. S. Byakodi and S. Niranjavan, “Effect Of Curing Temperature On Compressive Strength Of Geopolymer Concrete,†IJRSR, vol. 7, no. 7, pp. 12377–12381, 2016.
Zamroni, E. Susanti, and D. K. Fitriyah, “Pengaruh Penggunaan Zat Aditif Tipe C pada
Kekuatan Tekan Beton,†J. Tek. Sipil, vol. 1, no. 2, pp. 133–139, 2021.
A. Setiawan, “Perancangan Struktur Beton Bertulang (Berdasarkan SNI 2847:2013),†Jakarta: Erlangga, 2016.
SNI 4431-2011, “Cara uji kuat lentur beton normal dengan dua titik pembebanan,†Badan Standar Nas. Indones., p. 16, 2011.
J. Teknik, S. Fakultas, T. Universitas, and S. Ratulangi, “Evaluasi Panjang Penyaluran Terhadap Kuat Lentur Balok Beton Bertulang Dengan Variasi Mutu Beton,†Tekno, vol. 14, no. 66, 2016.
A. Kusbiantoro, M. F. Nuruddin, N. Shafiq, and S. A. Qazi, “The effect of microwave incinerated rice husk ash on the compressive and bond strength of fly ash based geopolymer concrete,†Constr. Build. Mater., vol. 36, pp. 695–703, 2012, doi: 10.1016/j.conbuildmat.2012.06.064.
S. A. Wulan, I. Satyarno, and A. Saputra, “Mix Design of Self Compacting Concrete Based on Ultra High Compressive Strength Flow Mortar Mix,†J. Civ. Eng. Forum, vol. 4, no. 1, p. 91, 2018, doi: 10.22146/jcef.29797.
Downloads
Published
Issue
Section
License
Authors who publish with this journal agree to the following terms:
(1) The copyright of published articles will be transferred to the journal as the publisher of the manuscript. Therefore, the author needs to confirm that the copyright has been managed by the publisher with the Publication Right Form which must be attached when submitting the article.
(2) Publisher of JURMATEKS is Kadiri University.
(3) The copyright follows Creative Commons Attribution-ShareAlike License (CC BY SA): This license allows to Share copy and redistribute the material in any medium or format, Adapt remix, transform, and build upon the material, for any purpose, even commercially.