The Effect of Rainwater in Concrete Mixture on Concrete Compressive Strength

Adde Currie Siregar, Ulwiyah Wahdah Mufassirin Liana, Santi Yatnikasari, Fitriyati Agustina, Annisa Rahma

Abstract


Rainwater was acidic water and had a pH generally ranging from pH 5.2 to 6.5. In this research using quantitative research types, where the data was obtained by conducting research in the laboratory. The sample used a cylindrical concrete with a size of 15 x 30 cm with a total of 30 specimens that will be tested for compressive strength with a Machine Compression testing machine to determine the compressive strength of concrete. The results of this study were the compressive strength of concrete using rainwater pH 5.8 and normal PDAM water pH 7.0 as a comparison. The results showed of compressive strength with water pH 7.0 at the age of 3 days 6,638 MPa, 7 days 11,878 MPa, 14 days 17,567 Mpa, 21 days 19,840 MPa and 28 days 21,490 MPa. While the results of compressive strength with rainwater pH 5.8 at the age of 3 days are 9,107 MPa, 7 days 13,830 MPa, 14 days 16,425, 21 days 16,470 and 28 days 17,982 MPa. From the results of the compressive strength above, it can be concluded that the use of rainwater pH 5.8 in concrete mixtures and curing at the age of 28 days had decreased in compressive strength by 16,32% of the compressive strength of PDAM water. Which indicates that PDAM water pH 7.0 was better for mixing concrete and curing compared to rainwater pH 5.8.


Keywords


Rainwater, Compressive Strenght, Concrete

Full Text:

PDF

References


Mulyono, Tri. 2003. Teknologi Beton. Yogyakarta: Penerbit Andi.

Mulyono, T., 2004. Teknologi Beton, Edisi Kedua, Andi, Yogyakarta.

Tjokrodimuljo, K., (2007), Teknologi Bahan Konstruksi, Buku Ajar, Jurusan Teknik Sipil dan Lingkungan Fakultas Teknik, Universitas Gadjah Madah Yogyakarta.

A. Allahverdi and F. Škvára, “Acidiccorrosion of hydrated cement basedmaterials. Part 1. Mechanism of thephenomenon,” Ceram. - Silikaty, vol. 44,no. 3, pp. 114–120, 2000.

H. Canakci, M. Hamed, F. Celik, W. Sidik, and F. Eviz, “Friction characteristics of organic soil with construction materials,” Soils Found., vol. 56, no. 6, pp. 965–972, 2016.

Yatnikasari, Santi., Fitriyati Agustina, Vebrian, Sahlan Sunaryo, Muhammad Iqbal. (2023). Pemanfaatan Abu Limbah Kulit Galam sebagai Pengganti Semen dalam Campuran Beton. Konferensi Nasional Teknik Sipil (KonTekS) Ke - 16, Vol : 16, Hal : 421–426.

Surdia, T. (2005). Saito. S.(992). Pengetahuan Bahan Teknik, Pradnya Paramita. Jakarta.

H. J. Zhuang, H. Y. Zhang, and H. Xu,“Resistance of geopolymer mortar to acidand chloride attacks,” Procedia Eng., vol.210, pp. 126–131, 2017.

Effendi,Hefni. 2003. Telaah Kualitas Air. Kanisius. Yogyakarta.

SNI 03-2847-2002, Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung, Badan Standar Nasional.

Budiwati, T., Budiyono, A., Setyawati, W., & Indrawati, A. (2010). Analisis korelasi pearson untuk unsur-unsur kimia air hujan di Bandung. Jurnal Sains Dirgantara, 7(2).

S. Meidiani, A. Rajela, M. F. . Hartawan,and A. Fartawijaya, “Studi EksperimenPenggunaan Variasi pH Air Pada KuatTekan Beton Normal f’c 25 MPa,” inSeminar Nasional Strategi PengembanganInfrastruktur ke-3 (SPI-3), 2017, pp. 88–94.

A. Nugroho et al., “Pengaruh Penambahan Larutan Asam Terhadap Setting Time danKuat Tekan Geopolimer Berbahan DasarFly Ash Tipe C,” J. Dimens. Pratama Tek.Sipil, vol. 6, no. 1, pp. 1–8, 2016.

Rahmat Fajri Adha (2019). Pengaruh Penggunaan Air Laut Terhadap Kuat Tekan Beton. Tugas Akhir. Padang. Universitas Andalas.

SNI 03-1974-1990, Metode Pengujian Kuat Tekan Beton, Badan Standar Nasional.

SNI 03-2834-2000, Tata Cara Pembuatan Rencana Campuran BetonNormal, Badan Standar Nasional.

Syamsul Bahri Ahmad (2018). Investigasi Pengaruh Air Laut Sebagai Air Pencampuran Dan Perawatan Terhadap Sifat Beton. Journal INTEK. Vol 05 (1) : 48-52.

Pandiangan, Jaya Alexander. 2014. Ketahanan Beton Mutu Tinggi Dilingkungan

Aci 201, “201.2R-08 Guide to DurableConcrete,” Concrete, pp. 0–54, 2008.

Kurniawandy, A., Darmayanti, L., & Pulungan, U. H. (2012). Pengaruh Intrusi Air Laut, Air Gambut, Air Kelapa, Dan Air Biasa Terhadap Kuat Tekan Beton Normal. Jurnal Sains dan Teknologi, 11(2).

W. Adi Putra, M. Olivia, and E. Saputra,“Ketahanan Beton Semen PortlandComposite Cement (PCC) di LingkunganGambut Kabupaten Bengkalis,” J. Tek., vol.14, no. 1, pp. 27–34, 2020.

Permenkes Nomor 492/Menkes/Per/IV/2010 (Permenkes No. 492/Th.2010, 2010)

Burhanuddin, B., & Zulkarnain, I. (2021). Analisa Kandungan Air Sungai Mahakam Kota Samarinda Sebagai Air Pencampur Beton. Borneo Student Research (BSR), 3(1), 1072-1083.




DOI: http://dx.doi.org/10.36055/fondasi.v12i1.19561

Refbacks

  • There are currently no refbacks.


 

FONDASI : JURNAL TEKNIK SIPIL HAS BEEN INDEXED BY

 

 

  

 

  

 THE IDENTIFICATION OF ANTIBACTERIAL COMPOUNDS IN CLOVE STEM EXTRACT  (Syzygium aromaticum) AND ITS EFFECTIVENESS IN INHIBITING THE GROWTH OF  Escherichia coli | Safitri | JBIO: jurnal biosains (the journal of  biosciences)

 Lisensi Creative Commons

Fondasi: Jurnal Teknik Sipil by Jurusan Teknik Sipil UNTIRTA  is licensed under a  Creative Commons Attribution-ShareAlike 4.0 International License.    

 
Based on work at http://jurnal.untirta.ac.id/index.php/jft