Experimental Study of Cement Setting Time Using Naptha Belide E121 Admixture on 24-Hour Fast Track Concrete Quality K-500

Abstract:

Concrete innovation in terms of changing some of its properties to improve quality and workability cannot be separated from the use of chemical additives, one of the admixtures that was used in this research was a type of superplasticizer with the brand Naptha Belide E121 Series. In this research the author wanted to examine the setting time admixture of Naptha Belide E121 Series in the application of 24-hour fast-track concrete K-500, the use of admixture doses in this research was 0%, 0.4%, 0.6% 0.8%, 1.0%, 1.2%, 1.4%, 1.6%, 1.8%, 2.0%, 2.2% of the weight of cement, while the cement used was OPC Cement (ordinary Portland cement) Type 1. This research aimed to determine the cement setting time in K-500 high-quality fast-track concrete applications with dose variations. The results of the setting time test of this research were that at a dose of 0%, the initial setting time was 117.01 minutes, while 0.4% - 1.0% of the initial setting time of cement increased or slowed down starting from 178.25 minutes - 240.71 minutes. At the same time, at doses of 1.0% to 1.8% doses, the initial setting time decreased or accelerated from 165.21 minutes to 92.86 minutes.

• Periodical: Construction Technologies and Architecture (Volume 19)
• Pages: 11-31
• DOI: https://doi.org/10.4028/p-jvp9Jv
• Online since: June 2025
• Authors: Arpat Kurniawan, Ronny Hasudungan Purba*
• Keywords: Concrete Fast-Track, Initial Binding Time, Naptha Belide, Setting Time

References

[1] Badan Standardisasi Nasional. SNI 03-2834-1993. Tata Cara Pembuatan Rencana Campuran Beton Normal (1993).

[2] Badan Standardisasi Nasional. SNI 03-1969-2018. Metode Pengujian Berat Jenis Dan Penyerapan Air Agregat Kasar (1993).

[3] Badan Standardisasi Nasional. SNI 3-4142-1996. Uji Kadar Lumpur Agregat (1993).

[4] Biro Komunikasi Publik Kementrian PUPR. Peranan Beton Dalam Pembangunan Infrastruktur Indonesia. (2013). Retrieved from Kementerian Pekerjaan Umun dan Perumahan Rakyat: https://pu.go.id/berita/peranan-beton-dalam-pembangunan-infastruktur-indonesia

DOI: 10.31219/osf.io/n3avy

[5] Grzesiak, S., Pahn, M., Schultz-Cornelius, M., Harenberg, S., & Hahn, C. Influence of Fiber Addition on the Properties of High-Performance Concrete. Materials, 14, 1-17. (2021)

DOI: 10.3390/ma14133736

[6] Maharani, S., Masril, & Bastian, E. Pengaruh Penggunaan Abu Bonggol Jagung 5%, 7.5% dan 10% Sebagai Substitusi Agregat Halus Terhadap Kuat Tekan Beton F'c 14.53 Mpa. Jurnal Ensiklopediaku, 1(1), 6-11. (2021). Retrieved from https://jurnal.ensiklipediaku.org/ojs-2.4.8-3/

DOI: 10.33559/err.v1i1.960

[7] Manurung, E. H. Analisis Percepatan Durasi Proyek Dengan Penambahan Biaya Minimal. Seminar Nasional Sains Dan Teknologi 2018 (Pp. 1-12) (2018). Jakarta: Falkutas Teknik Universitas Muhammadiyah Jakarta. Retrieved from jurnal.umj.ac.id/index.php/semnastek

DOI: 10.55616/jitu.v3i1.214

[8] PT. Fresh Beton Indonesia. Apa itu Beton Fast-track? (2022). Retrieved from Beton Fast-track: http://www.freshbeton.com/detailpost/beton-fast-track-#:~:text=-beton%20track%20adalah%20beton,untuk%20segmen%20perkerasan%20jalan%20beton.

DOI: 10.22219/skpsppi.v3i1.6606

[9] Purwati, A, S. As'ad, S. Pengaruh Ukuran Butiran Agregat Terhadap Kuat Tekan Dan Modulus Elastisitas Beton Kinerja Tinggi Grade 80. E-Jurnal Matriks Teknik Sipil, 2 (2), 58-63 (2014). Retrieved from https://matriks.sipil.ft.uns.ac.id/index.php/MaTekSi/article/viewFile/163/159

DOI: 10.20961/mateksi.v9i3.54477

[10] Setiawan A., & Fredy Jhon Phillip, E. P. Material Komposit Beton Dan Plastik (1 Ed.) (2018). Tangerang Selatan: Gaung Persada. Retrieved from https://www.researchgate.net/profile/Eka-Permanasari/publication/332833132_material_komposit_beton_dan_plastik/links/5ccbd4c84585153c8c6837d1/material-komposit-beton-dan-plastik.pdf

DOI: 10.21070/2019/978-602-5914-27-0