Pengaruh Penggunaan Limbah Abu Sekam Padi dan Viscocrete 1003 Terhadap Kuat Tekan dan Kuat Lentur Beton
Pengaruh Penggunaan Limbah Abu Sekam Padi dan Viscocrete 1003 Terhadap Kuat Tekan dan Kuat Lentur Beton
Abstract
The purpose of this study was to determine the effect of the use of waste rice husk ash and viscocrete 1003 on the compressive strength and flexural strength of concrete with variations in the mixture of rice husk ash waste 0%, 25%, 30% and viscocrete 1003 0.6%. The results showed that the chemical content of rice husk ash that had been burned was high SiO2 (Silicon Dioxide), which was 75.5 ─ 87.9 % by weight, while the chemical content of unburned rice husk ash was SiO2 (Silicon Dioxide). Which is high that is equal to 86.9 ─ 94.7% by weight. The compressive strength test value of each variation of the specimen which is converted into 28 days of age is for variation 0% the average compressive strength value is 21.590 MPa, for variation 25% with an average compressive strength value of 15.635 MPa and 30% variation with the average compressive strength value is 11.486 MPa. So it can be concluded that the average compressive strength value from the 0% variation to the 25% variation has decreased by 0.05955%, while from the 25% variation to the 30% variation it has decreased by 0.0415%. The flexural strength test value in terms of the maximum average moment on the slab for each variation of the test object converted into 28 days of age is for 0% variation of 146.820 kN.m, for 25% variation of 165.760 Kn.m and variation of 30% of 170.490 Kn.m. So it can be concluded that the average flexural strength value from the 0% variation to the 25% variation has increased by 3.13%, while from the 25% variation to the 30% variation it has increased by 3.36%.
References
D. Sugiatmo and M. Solikin, “Sifat Mekanis Pada Beton Self Compacting Concrete Dengan Menggunakan Bahan Tambah Viscocrete 1003 Dan Viscoflow 3211 N.” 2017. [Online]. Available: http://eprints.ums.ac.id/id/eprint/51191
N. Rahmayanti, “Pengaruh Penggunaan Limbah Abu Sekam Padi Dan Viscocrete 1003 Terhadap Kualitas Beton Normal Dengan Upv Test,” Teras J., vol. 8, no. 2, p. 434, 2018, doi: 10.29103/tj.v8i2.165.
D. Heldita, “… ABU SEKAM PADI TERHADAP KUAT TEKAN BETON (Agregat Kasar Ex Desa Sungai Kacil, Agregat Halus Ex Desa Karang Bintang, Abu Sekam Padi Ex Desa …,” … (Teknologi Apl. Konstr. J. Progr. Stud. …, vol. 8, no. 1, pp. 46–52, 2018, [Online]. Available: http://ojs.ummetro.ac.id/index.php/tapak/article/download/799/570
Victor and B. Septianti, “Pengaruh Penggunaan Abu Sekam Padi terhadap Sifat Mekanik High Performance Concrete,” in Prosiding SNST ke-10, 2019, pp. 25–30. [Online]. Available: https://www.publikasiilmiah.unwahas.ac.id/index.php/PROSIDING_SNST_FT/article/view/2914/0
S. Samsudin and S. D. Hartantyo, “Studi Pengaruh Penambahan Abu Sekam Padi Terhadap Kuat Tekan Beton,” J. Tek., vol. 9, no. 2, p. 8, 2017, doi: 10.30736/teknika.v9i2.58.
O. Febrianita, A. Ridwan, and Y. C. S. Poernomo, “Penelitian Beton dengan Penambahan Abu Sekam Padi dan Limbah Keramik sebagai Substitusi Semen,” J. Manaj. Teknol. Tek. Sipil, vol. 3, no. 2, p. 275, 2020, doi: 10.30737/jurmateks.v3i2.1138.
W. Dedi, S. Hadi, “Perilaku Mekanik Beton Ringan Styrofoam Dengan Variasi Penambahan Abu Sekam Padi,” Bangun Rekaprima, vol. 5, no. 1, pp. 29–40, 2019, doi: 10.32497/bangunrekaprima.v5i1.1407.
A. Hariyanto, Tumingan, B. Nugroho, and R. Setiabudi, “PENGARUH LIMBAH ABU BATUBARA DAN ABU SEKAM PADI SEBAGAI SUBTITUSI SEMEN TERHADAP KUAT TEKAN BETON,” J. Teknol. SIpil, pp. 18–21, 2018, [Online]. Available: http://e-journals.unmul.ac.id/index.php/TS/article/view/2156/1604
Badan Standardisasi Nasional, “SNI 1974-2011 Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder,” Badan Standardisasi Nasional Indonesia, 2011.
ASTM, “Astm C78/C78M -18:,” Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading)ASTM International. USA, 2002.
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