SOSIALISASI PEMBUATAN BETON HIGH EARLY STRENGTH MENGGUNAKAN SUPERPLASTICIZER, ACCELERATOR, SILICA FUME DAN SERAT POLYPROPYLENE
Abstract
Infrastructure development in the construction sector still largely uses conventional methods, which result in delays in construction time and high maintenance costs, particularly due to the lengthy concrete hardening process. Local construction workers' lack of understanding of modern additive-based High Early Strength concrete technology is one of the main causes of these problems. This community service activity aims to provide socialization and transfer of High Early Strength concrete production technology by utilizing a combination of superplasticizer, accelerator, silica fume, and polypropylene fiber additives to PT. Pratista Shaqu Unggul's partners. The activity was carried out through the stages of problem identification, socialization, concrete mixing simulation, interactive discussions, and the development of practical technical guidelines. The activity results showed that 85% of participants understood the function of additives and showed a high interest in adopting this technology in their work. The application of the High Early Strength concrete formulation has been proven to overcome the problem of concrete hardening time and increase the efficiency of project implementation. This activity has succeeded in increasing the knowledge and technical skills of partners, encouraging changes in work patterns towards more efficient modern construction, and opening opportunities for independent application of this technology in the small and medium construction sector.
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References
Almufid, Safitri, R.A., & Arisanta, M. 2020. Pengaruh Penambahan Admixture dan Abu Batu Terhadap Analisa Beton Percepatan 24 Jam Pada Kolom Area Basement Dengan Menggunakan Semen PCC. Structure Jurnal Sipil. Volume 2 No. 2 September 2020 halaman 58-64
ASTM International. ASTM C494/C494M-19: Standard Specification for Chemical Admixtures for Concrete. West Conshohocken, PA: ASTM International; 2019
Badan Standardisasi Nasional. SNI 03-2834-2000: Tata Cara Pembuatan Rencana Campuran Beton Normal. Jakarta: BSN; 2000.
Irawan, R.R. 2012. Beton kinerja tinggi, teknologi dan aplikasi di Indonesia. Kementerian Pekerjaan Umum Badan Penelitian dan Pengembangan Pusat Penelitian dan Pengembangan Jalan dan Jembatan.
Kementerian Pekerjaan Umum dan Perumahan Rakyat. Laporan Evaluasi Proyek Infrastruktur Tahun 2023. Jakarta: Kementerian PUPR; 2023.
Kementerian Pekerjaan Umum dan Perumahan Rakyat. Pedoman Pelatihan Tenaga Kerja Konstruksi dan Implementasi Teknologi Beton Cepat Kuat. Jakarta: Kementerian PUPR; 2023.
Nanang, S., Eva, A., & Nely, A. M. 2025. High initial concrete compressive strength with variations of superplasticizer and silica fume additions. Civil Engineering Journal. Vol 11 No. 1 January, 2025
Neville AM. Properties of Concrete. 5th ed. Harlow: Pearson Education Limited; 2011.
Oesman, M., Herawati, R.,& Jauza, Z.N. 2024. Pengaruh serat polypropylenen pada beton. Jurnal Teknik Sipil Vol. 10 No 2 halaman 103-113
Riwayati,R.R. & Habibi,R. 2020. Pengaruh penambahan zat aditif sika viscocrete terhadap kuat tekan mutu beton K 300 umur 14 hari. Jurnal Tekno global. Vol 09 No 2 Desember 2022
Roesman. 2018. Beton kinerja tinggi (high perfomance concrete). Kementerian Pekerjaan Umum dan Perumahan Rakyat.
Roestaman A. Beton Kinerja Tinggi (High Performance Concrete). Jakarta: Kementerian Pekerjaan Umum dan Perumahan Rakyat; 2018.
Sitorus, Henry.B.P., Tarigan, J., & Nursyamsi. 2022. Penguatan balok beton menggunakan beton berkekuatan tinggi dalam 3 (tiga) hari. Jurnal Syntax Admiration Vol. 3 No. 7 Juli 2022.
Soukal, F., Bocian, L., Radoslav Novotný, R., Dlabajová, L., Šuleková, N., Jan Hajzler, J., Koutný, O & Martina Drdlová. 2023. The effects of silica fume and siperplasticizer type on the properties and microstructure of reactive powder concrete. Materials 2023, 16, 667.
Standar Nasional Indonesia. 2000. SNI 03-2834-2000: Tata cara pembuatan rencana campuran beton normal. Badan Standardisasi Nasional.
Standar Nasional Indonesia. 2011. SNI 1974:2011: Cara uji kuat tekan beton dengan benda uji silinder. Badan Standardisasi Nasional.
Standar Nasional Indonesia. 2012. SNI 7656:2012: Tata cara pemilihan campuran untuk beton normal, beton berat dan beton massa. Badan Standardisasi Nasional.
Strategic Highway Research Program (SHRP). High Performance Concrete (HPC): Strategic Highway Research Program Report. Washington, D.C.: National Research Council; 1989.
Suhaimi & Kurnia, R.D.I. 2021. Studi pengguna bahan aditif dan variasi dosis accelerator terhadap perkerasan beton yang dipercepat (studi kasus mutu beton K 300). Majalah Ilmiah Universitas Almuslim, Volume 13 No 2 Juni 2021 halaman 57 – 67.
Susanto,D.A., Purba, A., & Murdapa, F. 2020. Penerapan beton kekuatan awal tinggi untuk percepatan pekerjaan jembatan cast in place balanced cantilever prestressed box girder. Jurnal Profesi Insinyur Universitas Lampung.
Tim Pengabdian Masyarakat. Survei Lapangan terhadap Mitra CV Konstruksi Mandiri Sejahtera. Laporan Internal Universitas; 2024.
Zainuddin & Nurkholis. 2021. Pengaruh variasi penambahan accelerator admixture terhadap kuat tekan beton. ISSN 5(1), 37 – 48
Zhao L, Chen W, Li X. Influence of Silica fume on Early Strength and Microstructure of High-Performance Concrete. Construction and Building Materials. 2022;335:127526.
Zia P. High Performance Concrete: A State-of-the-Art Report (ACI 363R-92). American Concrete Institute; 1996
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