Analisis Pengaruh Abu Tempurung Kelapa terhadap Kuat Tekan Beton Memadat Sendiri (Self Compacting Concrete)
DOI:
https://doi.org/10.32832/komposit.v8i2.15692Abstract
Research in the concrete industry aims to improve the quality of concrete using advanced technology and techniques. One of the innovations carried out is the use of additional materials in SCC concrete, namely coconut shell ash. This research uses coconut shell ash as an additional material with the proportion of coconut shell ash used being 0%, 5%, 15% and 25% of the cement weight with a maximum aggregate accuracy of 20 mm. The reference used in making the concrete mix is the EFNARC Mix Design with a design compressive strength (f'c) of 20 MPa. The test object is cylindrical with a diameter of 15 cm and a height of 30 cm. The tests carried out were compression tests with treatment for 14 and 28 days. The results of adding coconut shell ash to SCC concrete have an influence on the workability characteristics of concrete in the form of a maximum slump flow value in the SCC0 concrete variation without additional coconut shell ash of 650 mm and a minimum slump flow value found in the unmixed concrete (BN) variation of 330 mm and The results of the v-funnel test experienced a decrease in flow time as the coconut shell ash increased, this was caused by the higher the percentage of coconut shell ash used, the thicker the concrete properties would be. The results of the comparison value of unmixed concrete (BN) and SCC concrete with variations in the addition of coconut shell ash to the compressive strength of concrete at the ages of 14 and 28 days showed a decrease in the compressive strength value of concrete along with increasing the percentage of coconut shell ash used. The highest decrease in the compressive strength value of unmixed concrete (BN) occurred in the SCCA25 variation, 55.50% at 14 days and 61.06% at 28 days.
References
Arfan, M., Fadhilah, M., & Irfan, M. (2022). Pengaruh Kadar Abu Tempurung Kelapa Terhadap Sifat Fleksural dan Karakteristik Aliran Beton Self-Compacting Concrete (SCC). Jurnal Teknik Sipil Universitas Syiah Kuala, 16.
Azizi, R., Purwandito, M., & Alamsyah, W. (2022). Uji Kuat Tekan Mortar dengan Menambahkan PCM Lilin Lebah – Getah Damar. Jurnal Media Teknik Sipil Samudra, 3(2), 1–10. https://doi.org/https://doi.org/10.55377/jmtss.v3i2.5039
Cahyaka, H. W., Wibowo, A., Handayani, K. D., Wiyono, A., & Santoso, E. H. (2018). Pengaruh Penambahan Abu Ampas Tebu sebagai Material Pengganti Semen pada Campuran Beton Self Compacting Concrete (SCC) terhadap Kuat Tekan dan Porositas Beton. Jurnal Rekayasa Teknik Sipil, 1(1), 186–194.
do Rego, A. J., & Zulaicha, L. (2022). Pengaruh Penambahan Abu Tempurung Kelapa Terhdap Kuat Tekan dan Kuat Tarik Beton. Equilib, 03(01), 115–123.
EFNARCH. (2002). Specification and Guidelines for Self-Compacting Concrete. In Magazine of Concrete Research (Vol. 64, Issue 5). https://doi.org/10.1680/macr.10.00167
Hajrin, S., Merdana, I. N., & Eniarti, M. (2023). Pengaruh Pemanfaatan Abu Tempurung Kelapa (Coconut Shell Ash) sebagai Bahan Tambah terhadap Kuat Tekan Beton Memadat Sendiri (Self Compacting Concrete) [Universitas Mataram]. http://eprints.unram.ac.id/39292/
Hidayat, N. A., Herlina, N., & Nursani, R. (2021). Analisa Karakteristik Kuat Tekan Beton Fc’25 MPa dengan Menggunakan Bahan Tambah Gula Merah. Akselerasi: Jurnal Ilmiah Teknik Sipil, 3(1), 1–11.
Prayogi, A. (2021). Pengaruh Campuran Abu Sekam Padi dan Abu Arang Tempurung sebagai Pengganti Sebagian Agregat Halus terhadap Kuat Tekan Beton. Structure Technology Management Journal, 1(1), 1–9. https://doi.org/https://doi.org/10.32520/stmj.v1i1.1487
Rusyandi, K., Mukodas, J., & Gunawan, Y. (2012). Perancangan Beton Self Compacting Concrete (Beton Memadat Sendiri) Dengan Penambahan Fly Ash dan Structuro. Jurnal Konstruksi, 10(01), 1–11. https://doi.org/10.33364/konstruksi/v.10-01.35
Tjokrodimuljo, K. (2009). Teknologi Beton. Biro Penerbit KMTS FT UGM.
Wongso, D., Mungok, C. D., & Supriyadi, A. (2013). Studi Perancangan Self-compacting Concrete (SCC) Untuk Beton Berkekuatan Tinggi (High Performance Concrete) dengan Metode ACI. Jurnal Mahasiswa Teknik Sipil Universitas Tanjungpura, 1(1), 1–9. https://doi.org/http://dx.doi.org/10.26418/jelast.v1i1.2308
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