Penggunaan Cangkang Kemiri Sebagai Subtitusi Agregat Kasar Dan Zat Tambah Terhadap Sifat Mekanis Beton
DOI:
https://doi.org/10.56326/jptsk.v2i1.3282Keywords:
Pecan Shell, Additives, Compressive Strength, Split Tensile StrengthAbstract
Indonesia is a developing country that is improving public infrastructure development, which serves to support the continuity of services to the community. Research that has often been carried out in general generally uses a simple technology by utilizing local resources including the use of waste as a building material, one of which is pecan shells. The purpose of this study was to obtain the effect of partial substitution of crushed stone with a kemeiri shell by 5% and the addition of various added substances by 0.6% of the weight of cement on the compressive and tensile strength of concrete. There were 47 samples made, including 23 samples of normal concrete and 24 samples of variation concrete. Concrete samples were soaked for 28 days before testing the compressive strength and tensile strength of concrete. The results of this test showed that pecan shell mixed concrete experienced a decrease in compressive and tensile strength values compared to normal concrete, while in pecan mixed concrete variations of various added substances experienced higher compressive and tensile strength values than pecan mixed concrete.
References
ASTM C.150-1985. Standard Spesification for Portland Cement. Annual Books of ASTM Standard. Philadelphia,USA.
ASTM C494-82, Standard Specification for Chemical Admixtures for Concrete.
ASTM C 39/ C 39M – 01. 2006. Standard Test Method for Compressive Strength of Cylindrical Concrete Spesimens. USA : Annual Books of ASTM Standards
Badan Standardisasi Nasional. (1989): SK SNI S-04-1989-F. Spesifikasi Bahan Bangunan Bagian A (Bahan bangunan bukan logam). Bandung:BSN.
Badan Standardisasi Nasional. (2002): SNI 03-2847-2002. Tata cara perhitungan struktur beton untuk bangunan gedung (Beta version). Jakarta:BSN.
Badan Standarisasi Nasional. (2013): SNI 2847:2013 Persyaratan beton struktural untuk bangunan gedung. Jakarta: BSN.
Badan Standarisasi Nasional. (1990) SK SNI S-18-1990-03, Spesifikasi Bahan Tambah Untuk Beton, Yayasan LPMB, Bandung.
Badan Standarisasi Nasional (SNI), 1969-2008 "Cara Uji Berat Jenis Dan Penyerapan Air Agregat Kasar".
Badan Standarisasi Nasional (SNI), 1970-2008 "Cara Uji Berat Jenis Dan Penyerapan Air Agregat Halus".
Badan Standarisasi Nasional (SNI), 1973-2008 "Cara Uji Berat Isi, Volume Produksi Campuran Dan Kadar Udara Beton".
Badan Standarisasi Nasional (SNI ASTM C117 2017. "Metode Pengujian Kadar Lumpur.
Badan Standarisasi Nasional (SNI), 2834-2013., "Tata Cara Pembuatan Rencana Campuran Beton Normal".
Badan Standarisasi Nasional Indonesia (SNI) 1974 - 2011., "Cara Uji Kuat Tekan Beton Dengan Benda Uji Silinder".
Badan Standarisasi Nasional. 2002. SNI 03-2491-2002: Metode Pengujian Kuat Tarik Belah Beton. BSN. Bandung.
Nasruddin, N., Sampebulu, V., & Mushar, P. (2018). Uji Karakteristik dan Mix-Design Material Beton Berbahan Limbah Organik Cangkang Kemiri. Prosiding Temu Ilmiah IPLBI 2018, J044–J050. https://doi.org/10.32315/ti.7.j044
Pane, F. P., Tanudjaja, H., & R.S. Windah. (2015). Pengujian Kuat Tarik Belah Dengan Variasi Kuat Tekan Beton. Jurnal Sipil Statik, 3(5), 313–321.
Saputra, T. E., Mungok, C. D., & Budi, G. S. (n.d.). Pengaruh Variasi Penggunaan Sikament Ln Sebesar 0,4% 0,6% 0,8% Dan 1% Pada Pembuatan Beton Normal.
Simanjuntak, J. O., Saragi, T. E., Simanjuntak, N. I., & Hulu, I. (2021). Pengujian Kuat Tekan Beton Terhadap Penggunaan Cangkang Kemiri Pada Beton Ramah Lingkungan. Jurnal Darma Agung, 29(2), 146. https://doi.org/10.46930/ojsuda.v29i1.942
Sulistyawati, R. (n.d.). Pengaruh Penggunaan Zat Additive Bestmittel Terhadap Kuat Tekan Beton. 13.
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