Penggunaan Agregat Sungai Batu Mallopie Kabupaten Barru Sebagai Bahan Campur Beton
DOI:
https://doi.org/10.52722/j27ey444Keywords:
Elasticity Modulus , Strong Press, ConcreteAbstract
Concrete is a component that is applied to construction other than wood and steel because of its advantages, resistant to fire, corrosion, durable and easy to form one of the elements of concrete formation in the form of aggregate that is easy to get, one of which is aggregate from the Batu Malopie River, Barru Regency, coarse aggregate is the main maretial element in concrete that can affect the quality of the concrete so that this study varies the size of the coarse aggregate used, namely 1" and 3/4". The purpose of this study is to find out the character values of fresh concrete, namely the slump value and fill weight as well as the results of compressive strength, pull, bending strength, along with elastic modulus. The method used for this test is experimental in a laboratory that refers to SNI 7656-2012. The results of the fresh concrete test were obtained that the slump test values for both variations still met the planned slump, which was between 2.5-10 mm, and the results of the concrete content weight test met the concrete weight requirements of 2300-2400 kg/m3, the results obtained in the hard concrete test for compressive strength, tensile strength, bending strength and modulus of elasticity, through the planned quality of 25 Mpa with variations of 1" and 3/4" in the 28-day test met the planned quality. For the 3/4" coarse aggregate variation, the quality result was obtained larger than the 1" variation.
Downloads
References
[1] M. Mustakim, H. Hairil, and Y. Yanas, “Karakteristik Beton Menggunakan Agregat Kasar Sungai Karawa Kabupaten Pinrang,” J. Karajata Eng., vol. 1, no. 1, pp. 35–41, 2021, doi: 10.31850/karajata.v1i1.684.
[2] Misel Boro Allo, H. Parung, and J. Mara, “Pemanfaatan Agregat Sungai To Puang Kabupaten Tana Toraja Sebagai Bahan Campuran Beton,” Paulus Civ. Eng. J., vol. 3, no. 4, pp. 577–586, 2021, doi: 10.52722/pcej.v3i4.337.
[3] F. Zulkarnain, B. Kamil, S. Utara, and J. Kapten Mukhtar Basri, “Perbandingan Kuat Tekan Bet. Menggunakan Pasir Sungai sebagai Agreg. Halus Dengan Variasi Bahan Tambah Sica Fume Pada Perendaman Air Laut, pp. 1–10, 2021, [Online]. Available: http://jurnal.umj.ac.id/index.php/semnaslit
[4] S. Arian, R. Roestaman, and S. Permana, “Pengaruh Penggunaan Agregat Kasar Kerikil Alami Terhadap Mutu Beton,” J. Konstr., vol. 19, no. 1, pp. 52–59, 2021, doi: 10.33364/konstruksi/v.19-1.896.
[5] R. Knaofmone, A. Asrial, and J. J. Messakh, “Studi Perbandingan Kuat Tekan Beton Dengan Agregat Alami Dan Batu Pecah,” J. Batakarang, vol. 3, no. 1, pp. 12–18, 2022.
[6] D. Patah and A. Dasar, “Pasir dan Kerikil Sungai Mappili sebagai material Lokal untuk Campuran Beton di Sulawesi Barat,” Bandar J. Civ. Eng., vol. 3, no. 2, pp. 9–14, 2021, [Online]. Available: https://ojs.unsulbar.ac.id/index.php/bjce/article/view/1207
[7] R. Amelia, S. Suhendra, and K. R. Amalia, “Hubungan Faktor-Faktor yang Mempengaruhi Kuat Tekan Beton,” J. Talent. Sipil, vol. 4, no. 2, p. 225, 2021, doi: 10.33087/talentasipil.v4i2.79.
[8] P. Civil, E. Journal, V. Virginia, O. J. Sanggaria, and D. Sandy, “Uji Mekanis Beton Dengan Menggunakan Agregat Sungai Tombang Kabupaten Luwu,” vol. 6, no. 4, pp. 720–728, 2024.
[9] A. Baqhis Umar and R. Trimurtiningrum, “the Effect of Aggregate Gradation on the Physical and Mechanic Characteristics of Concrete Pengaruh Gradasi Agregat Terhadap Karakteristik Fisik Dan Mekanik Beton,” J. Sci. Res. Dev., vol. 5, no. 2, pp. 580–591, 2023, [Online]. Available: https://idm.or.id/JSCR/inde
[10] D. Setiawan and A. Subhan, “Perbandingan Kuat Tekan Beton Antara Penggunaan Agregat Gunung Jebrod Dengan Agregat Sungai Cisokan,” Konstruksia, vol. 13, no. 2, p. 125, 2022, doi: 10.24853/jk.13.2.125-134.
[11] F. Dina, S. Walsen, A. Tuanakotta, “Perencanaan Campuran Beton Menggunakan Agregat Quary", Journal agregate vol 1, no. 1, september 2022,” vol. 1, no. 1, pp. 84–88, 2022.
[12] S. D. Usman, “Studi Eksperimental Karakteristik Agregat dari Sungai Bone dan Sungai Bolango terhadap Proporsi Campuran Beton,” Rekayasa J. Tek. Sipil, vol. 7, no. 1, pp. 19–24, 2022.
[13] I. V. Simanjuntak and S. P. Tampubolon, “Pengaruh Variasi Agregat Kasar Penyusun Beton Porous Terhadap Kuat Tekan Dan Porositas Beton,” J. Rekayasa Tek. Sipil dan Lingkung. - CENTECH, vol. 3, no. 1, pp. 1–10, 2022, doi: 10.33541/cen.v3i1.3966.
[14] P. Imanuel, B. Kusuma, and L. Buarlele, “Penggunaan Agregat Kasar Sungai Dampala Kabupaten Morowali Sebagai Bahan Campuran Beton Berongga,” Paulus Civ. Eng. J., vol. 5, no. 2, pp. 370–377, 2023, doi: 10.52722/pcej.v5i2.647.
[15] D. N. M. Mantja, D. Sandy, and T. A. Gunadi, “Pengaruh Agregat Sungai Battang Terhadap Kekuatan Beton,” Paulus Civ. Eng. J., vol. 2, no. 4, pp. 233–241, 2021, doi: 10.52722/pcej.v2i4.180.
[16] M. D. Prasetya, A. Setiawan, and F. Lebang, “Pemanfaatan Agregat Sungai Buri’ Kecamatan Rembon Sebagai Substitusi Agregat Kasar Dan Sabut Kelapa Sebagai Bahan Tambah Terhadap Kuat Tekan Dan Kuat Tarik Belah Beton,” J. Penelit. Tek. Sipil Konsolidasi, vol. 1, no. 2, pp. 123–130, 2023, doi: 10.56326/jptsk.v1i2.1792.
Journal Template
