PERBANDINGAN UJI KUAT TEKAN BETON K-200 DAN SUBTITUSI SERBUK TEMPURUNG KELAPA TERHADAP BETON NORMAL
Abstract
The strength of concrete is determined by the characteristics of the material it forms and its density. Coconut shell is an organic waste that exists all around us and its use is mostly limited to fuelwood. This is the rationale for utilizing coconut shells as a fine aggregate additive in the manufacture of concrete. This study aims to determine the characteristics of the material and the comparison of the compressive strength of concrete as a substitute for fine aggregate. In this study using experimental methods according to SNI standards by comparing all variations. The results of the compressive strength test at the age of 28 days on normal concrete were 201.07 Kg/cm2, 15% variation of 152.76 Kg/cm2, and 30% variation of 148.27 Kg/cm2, indicating that the addition or replacement of fine aggregate using coconut shell powder in the concrete mixture has decreased and the results of testing the characteristics of the material do not meet the requirements according to the standards so that the research results cannot be used.
References
Amiwarti, A., Setiobudi, A., Apriko, A. “Pengaruh Penambahan Abu Sekam Padi dan Abu Serabut Kelapa Terhadap Kuat Tekan Beton K-225,” In Prosiding Seminar Nasional Peran Sektor Industri dalam Percepatan dan Pemulihan Ekonomi Nasional, Vol. 2, No. 2, hlm. 114-119. Nov 2019. Tersedia: http://bpkimi1.kemenperin.go.id/pmbp/article/view/5697
Jacky. J, Elnov. D, Debrinda. A. R, Fernando. R, Rachmansyah. R. (2018). “Pengaruh Pecahan Tempurung Kelapa Sebagai Pengganti Agregat Kasar Dalam Campuran Beton,” Jurnal Teknik dan Ilmu Komputer., vol. 07, hlm. 157-166. Tersedia: http://ejournal.ukrida.ac.id/ojs/index.php/JTIK/article/view/1514
Mahendra, Y. I., Gardjito, E., Ridwan, A., Wicaksono, H. (2021). “Meningkatkan Kuat Tekan Beton Fc’16, 60 Mpa menggunakan Fly Ash dan Arang Batok Kelapa,” Jurnal Manajemen Teknologi & Teknik Sipil,. vol. 4, no. 1, hlm. 1-13. Tersedia: http://dx.doi.org/10.30737/jurmateks.v4i1.1641
Riyanto, D., Cahyadi, H., Respati, R. (2018). “Pengaruh Pemakaian Arang Batok Kelapa terhadap Kuat Tekan Beton K225,” Media Ilmiah Teknik Sipil,. vol. 6, no. 2, hlm. 94-101. Tersedia: https://www.neliti.com/id/publications/259123/pengaruh-pemakaian-arang-batok-kelapa-terhadap-kuat-tekan-beton-k225
Hasan, H. (2006). “Pengaruh Arang Tempurung Kelapa Terhadap Kuat Tekan Mortar,” SMARTek,. vol. 4, no. 4, hlm. 211-223. Tersedia:
http://jurnal.untad.ac.id/jurnal/index.php/SMARTEK/article/view/441
Riyanto, D., Cahyadi, H., Respati, R. “Pengaruh Pemakaian Arang Batok Kelapa terhadap Kuat Tekan Beton K225,” Media Ilmiah Teknik Sipil, Vol. 6, No.2, hlm. 94-101. 2018. Tersedia: 10.33084/mits.v6i2.252
Samsudin, A. “Analisis Kuat Tekan dan Kuat Tarik Belah Beton Dengan Abu Tempurung Kelapa Sebagai Bahan Tambah,” Skripsi thesis, Universitas Muhammadiyah Surakarta. 2011.
Mahindra, A. H., Kartikasari, D. “Pengaruh Abu Tempurung Kelapa Sebagai Variasi Komposisi Terhadap Kuat Tekan Beton K250,” E-Jurnal SPIRIT PRO PATRIA, vol. 7, no. 1, hlm. 26-32. 2021. Tersedia: 10.29138/spirit%20pro%20patria.v7i1.1477
Badan Standarisasi Nasional. (2012). “SNI 7656-2012: Tata Cara Pemilihan Campuran Untuk Beton Normal, Beton Berat, dan Beton Massa,” Jakarta: BSN.
Badan Standarisasi Nasional. (2000). “SNI 2834-2000: Tata Cara Pembuatan Campuran Beton Normal,” Jakarta: BSN
Badan Standarisasi Nasional. (2011). “SNI 1974-2011: Cara Uji Kuat Tekan Beton dengan Benda Uji Silinder,” Jakarta: BSN