Pengaruh Penambahan Gula Pasir Terhadap Kuat Lentur Beton Dengan Perendaman Air Laut

Authors

  • Muhammad Iqbal Sudano Institut Teknologi Garut
  • Eko Walujodjati Institut Teknologi Garut

DOI:

https://doi.org/10.59581/jkts-widyakarya.v1i4.1194

Keywords:

Granulated Sugar, Sea water, Flexural Strength of Concrete

Abstract

Innovations in concrete design continue to be made to obtain maximum strength. The granulated sugar can be an added ingredient that functions to inhibit the concrete setting time so it doesn't dry out too quickly. Use to delay concrete setting time (setting time) for example with hot weather conditions, or extend compaction time to avoid cold joints and avoid the impact of settlement when fresh concrete is carried out at the time of casting. As for the curing experiment/treatment of the concrete by immersion in seawater to find out how construction buildings on the seaside affect construction such as bridge abutments, pile caps or buildings on the coast that are submerged or exposed to sea water whether there is a decrease in the quality of making concrete blocks. The experiment was carried out by adding a variety of granulated sugar to the concrete mixture of 50 grams (2% by weight of water), 70 grams (3% by weight of water) and 100 grams (4% by weight of water) then all the samples were immersed in sea water. Based on the results of the flexural strength test of concrete after 28 days of age, the highest test results obtained for the flexural strength of concrete were the addition of 100 grams of granulated sugar worth 3.00 MPa for the second was the addition of 50 grams of granulated sugar worth 0.515 MPa and for the third was the addition of sugar sand 70 grams 0.454 Mpa. This composition cannot be said to have decreased due to immersion in sea water, because there is no proven comparison with immersion using ordinary water.

References

DAFTAR PUSTAKA

A. Desmi, “Analisis Penggunaan Gula Pasir Sebagai Retarder Pada Beton,” Teras J., vol. 4, no. 2, pp. 58–67, 2017, doi: 10.29103/tj.v4i2.24.

P. Puryanto, M. Absor, and A. Subrianto, “Pengaruh Penambahan Gula Pasir Terhadap Setting TIME Semen Dan Kuat Tekan Mortar Yang Menggunakan Pasir Lokal,” Pilar, vol. 10, no. 2, pp. 115–123, 2014, [Online]. Available: http://jurnal.polsri.ac.id/index.php/pilar/article/view/551%0Ahttps://jurnal.polsri.ac.id/index.php/pilar/article/download/551/415

Siti Fitriani, Wiki Muhamad Fathul M, and Ida Farida, “Penggunaan Limbah Cangkang Telur, Abu Sekam, dan Copper Slag Sebagai Material Tambahan Pengganti Semen,” J. Konstr., vol. 15, no. 1, pp. 46–56, 2017, doi: 10.33364/konstruksi/v.15-1.583.

S. Christina, D. Kristanto, F. Hafisuddin, and M. Olivia, “Ketahanan Mortar Ringan Campuran Gula Aren dan Ragi pada Suhu Tinggi: Narrative Review,” Rekayasa Sipil, vol. 16, no. 3, pp. 148–155, 2022, doi: 10.21776/ub.rekayasasipil.2022.016.03.1.

R. Simatupang and N. D. Ulfaturosida, “Pengaruh Penggunaan PS Ball Sebagai Pengganti Pasir Terhadap Kuat Tekan Beton,” J. Tek. Sipil, vol. 10, no. 1, pp. 36–59, 2019, doi: 10.28932/jts.v10i1.1382.

R. B. Anugraha and S. Mustaza, “Beton Ringan dari Campuran Styrofoam dan Serbuk Gergaji dengan Semen Portland 250, 300 dan 350 kg/m3,” J. Apl. Tek. Sipil, vol. 8, no. 2, p. 57, 2010, doi: 10.12962/j12345678.v8i2.2722.

M. Suranto, P. S. Atmaja, and B. Sri, “Pengaruh Penambahan Gula Pasir dan Abu Sekam Padi sebagai Substitusi Semen terhadap Kuat Tekan Beton Umur 3 Hari, 14 Hari, dan 28 Hari,” Portal J. Tek. Sipil, vol. 14, no. 2, pp. 110–119, 2022.

A. Suryani, S. H. Dewi, and H. Harmiyati, “Korelasi Kuat Lentur Beton Dengan Kuat Tekan Beton,” J. Saintis, vol. 18, no. 2, pp. 43–54, 2018, doi: 10.25299/saintis.2018.vol18(2).3150.

I. Dharma Giri, I. Sudarsana, and N. Agustiningsih, “Kuat Tarik Belah Dan Lentur Beton Dengan Penambahan Styrofoam (Styrocon),” J. Ilm. Tek. Sipil, vol. 12, no. 2, pp. 96–104, 2008.

P. Ardhiantika, A. Basuki, and Sunarmasto, “Kajian kuat tekan, kuat tarik, kuat lentur dan redaman bunyi pada panel dinding beton ringan dengan agregat limbah plastik pet,” J. MATRIKS Tek. SIPIL, vol. 711, pp. 711–717, 2014.

H. Prayuda, “Kuat Tekan Beton Awal Tinggi Dengan Variasi Penambahan Superplasticizer Dan Silica Fume,” J. Media Tek. Sipil, vol. 17, no. 1, pp. 36–43, 2019, doi: 10.22219/jmts.v17i1.5951.

S. Wedhanto, “217447-Pengaruh-Air-Laut-Terhadap-Kekuatan-Teka,” vol. 22, no. 2, pp. 21–30, 2017.

H. Riyana and E. Walujodjati, “Pengaruh Substitusi Sebagian Agregat Halus dengan Abu Limbah Kulit Sapi Terhadap Kuat Tekan Beton,” J. Konstr., vol. 20, no. 2, pp. 271–280, 2022, doi: 10.33364/konstruksi/v.20-2.1210.

Walujodjati, J. A. Tjondro, S. Permana, and G. J. Johari, “Study of flexural strength on concrete bundled bars beams,” IOP Conf. Ser. Mater. Sci. Eng., vol. 1098, no. 2, p. 022062, 2021, doi: 10.1088/1757-899x/1098/2/022062.

R. A. W and E. Walujodjati, “Pengaruh Penggunaan Limbah Baja Ringan Terhadap Uji Lentur pada Balok Beton,” J. Konstr., vol. 20, no. 1, pp. 161–171, 2022, doi: 10.33364/konstruksi/v.20-1.1047.

Downloads

Published

2023-08-24

How to Cite

Muhammad Iqbal Sudano, & Eko Walujodjati. (2023). Pengaruh Penambahan Gula Pasir Terhadap Kuat Lentur Beton Dengan Perendaman Air Laut. Jurnal Kendali Teknik Dan Sains, 1(4), 82–89. https://doi.org/10.59581/jkts-widyakarya.v1i4.1194

Similar Articles

1 2 > >> 

You may also start an advanced similarity search for this article.