SKRIPSI DIGITAL
Model Visualisasi dan Uji Coba Metode Jacketing untuk Perbaikan Struktur Beton Bertulang = Visualization Model and Experimental Testing Of The Jacketing Method for Reinforced Concrete Structural Repair
ABSTRAK
Devita Cahya Prasinta (4.11.22.0.07) dan Widi Wulandari (4.11.22.0.26). “Model Visualisasi dan Uji Coba Metode Jacketing untuk Perbaikan Struktur Beton Bertulang”. Skripsi di bawah bimbingan Prof. Dr. Drs. Stefanus Santosa, M. Kom, IPM. Dan Nor Puji Lestari S.T., M. Eng.Tahun 2026. 138 halaman (tidak termasuk lampiran)
Pelaksanaan pemeliharaan dan perbaikan struktur saat ini masih mengandalkan SOP konvensional berupa teks dan gambar 2D, sering kali menimbulkan perbedaan interpretasi di lapangan. Maka diperlukan model visualisasi yang mampu menjelaskan tahapan perbaikan struktur secara komunikatif dibandingkan SOP konvensional yang disajikan dalam teks dan gambar. Tujuan penelitian ini untuk menghasilkan model visualisasi 3D berbasis BIM sebagai solusi digital yang komunikatif serta menguji metode concrete jacketing terhadap peningkatan lentur balok beton bertulang. Penelitian ini menggunakan dua pendekatan, eksperimental laboratorium dan pengembangan media visualisasi. Pendekatan eksperimental dilakukan dengan menerapkan metode concrete jacketing pada 12 benda uji balok beton bertulang berdimensi awal 10x10x50cm, kemudian diuji kuat lenturnya sebelum dan sesudah perbaikan. Pendekatan pengembangan media visualisasi menggunakan software Autodesk Revit, SketchUp, Enscape, dan AI Nano Banana untuk menyusun animasi. Validasi media melalui penilaian ahli dan pengujian pengguna, sedangkan analisis data ekperimental menggunakan SPSS. Hasil penelitian menunjukkan metode concrete jacketing memberikan pengaruh signifikan terhadap peningkatan beban maksimum balok beton bertulang dengan rata-rata beban maksimum dari 7,86 kN menjadi 18,39 kN. Model visualisasi yang dikembangkan dinilai sangat layak, dengan persentase penilaian oleh Ahli Materi sebesar 85%, Ahli Media sebesar 95%, dan pengujian pengguna sebesar 93%. Peningkatan pemahaman pengguna terbukti melalui kenaikan rata-rata nilai pre-test ke post-test sebesar 2,4%. Model visualisasi ini berhasil mengintegrasikan teknis pelaksanaan ke platform digital, sehingga meningkatkan kualitas pemeliharaan bangunan.
Kata Kunci: Building Information Modeling (BIM), Concrete Jacketing, Visualisasi 3D, Pemeliharaan Gedung, SOP Digital.
ABSTRACT
Devita Cahya Prasinta (4.11.22.0.07) and Widi Wulandari (4.11.22.0.26). “Visualization Model and Testing of the Jacketing Method for the Repair of Reinforced Concrete Structures.” Thesis supervised by Prof. Dr. Drs. Stefanus Santosa, M.Kom, IPM, and Nor Puji Lestari, S.T., M.Eng. 2026. 138 pages (excluding appendices)
The implementation of structural maintenance and repair currently still relies on conventional SOPs in the form of text and 2D drawings, which often lead to differences in interpretation in the field. Therefore, a visualization model is needed that can explain the stages of structural repair in a more communicative manner compared to conventional SOPs presented in text and drawings. The objective of this research is to develop a BIM-based 3D visualization model as a communicative digital solution and to test the concrete jacketing method for improving the flexural strength of reinforced concrete beams. This study employs two approaches: laboratory experiments and the development of visualization media. The experimental approach involved applying the concrete jacketing method to 12 reinforced concrete beam test specimens with initial dimensions of 10x10x50 cm, followed by testing their flexural strength before and after the repair. The visualization media development approach utilized Autodesk Revit, SketchUp, Enscape, and AI Nano Banana software to create animations. The media was validated through expert assessment and user testing, while experimental data analysis was performed using SPSS. The research results show that the concrete jacketing method has a significant effect on increasing the maximum load of reinforced concrete beams, with the average maximum load rising from 7.86 kN to 18.39 kN. The visualization model developed was deemed highly viable, with a rating of 85% from materials experts, 95% from media experts, and 93% from user testing. An increase in user understanding was demonstrated by a 2.4% rise in average scores from the pre-test to the post-test. This visualization model successfully integrated implementation techniques into a digital platform, thereby improving the quality of building maintenance.
Keywords: Building Information Modeling (BIM), Concrete Jacketing, 3D Visualization, Building Maintenance, Digital SOP.
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