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All Journal REKA RACANA EXTRAPOLASI: Jurnal Teknik Sipil axial : jurnal rekayasa dan manajemen konstruksi Portal: Jurnal Teknik Sipil KURVATEK Jurnal Leverage, Engagement, Empowerment of Community (LeECOM) Jurnal Teknik Industri Terintegrasi (JUTIN) DEVICE Extrapolasi Jurnal Teknik Sipil Jurnal Sains dan Teknologi Journal of Scientech Research and Development Journal of Planning and Research in Civil Engineering Senadika
Bantot Sutriono, Bantot
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Penerapan BIM 3D pada Pekerjaan Struktur RSUD Dr. Iskak Tulungagung Permana, Alung Nanda; Sutriono, Bantot; Beatrix, Michella
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 8 No. 4 (2025): October
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v8i4.50808

Abstract

Conventional Bill Of Quantity (BOQ) often faces inaccuracies in estimating structural work volumes due to limited detail and potential human error. This study aims to analyze the accuracy of quantity take off (QTO) using Building Information Modeling (BIM) through Autodesk Revit 2024 in the RSUD Dr. Iskak Tulungagung project. Research data included working drawings (shop drawings) and BOQ, which were modeled in 3D to generate structural work volumes from foundation to roof levels. The analysis revealed notable differences between the conventional method and Revit, with concrete volumes differing by 71.31 m3 or 9.46%, and reinforcement volumes differing by 267.981 kg or 4.51%. These findings confirm that Revit provides more detailed and consistent volume estimations, thereby enhancing project planning reliability while reducing manual calculation error.
Pengaruh Penambahan Variasi Abu Tempurung Kelapa Terhadap Karakteristik Mortar Mauludiyana, Gita; Trimurtiningrum, Retno; Sutriono, Bantot; Rochmah, Nurul
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 2 (2024): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i2.29361

Abstract

Awareness of the importance of sustainable construction practices and research to explore alternative materials or waste that can be recovered to reduce material use and waste. This was done to evaluate coconut shell ash waste as a partial additive to cement in mortar mixtures. The research carried out aimed to determine the results of the influence of coconut shell ash waste on the absorption value to obtain overall analysis results on mortar mixtures using coconut shell ash additives with variations of 0%, 2.5%, 5%, 7.5%, 10%. The results obtained on the effect of adding coconut shell ash on the water absorption value show that a mixture of coconut shell ash can make mortar lose water more easily when compared to normal mortar, namely with the highest water absorption value of 9.307% in a mixture of 10% coconut shell ash. 
Pengaruh Campuran Kawat Bendrat pada Karakteristik Beton dengan Subtitusi Fly Ash pada Nilai Slump Winarko, Edy; Trimurtiningrum, Retno; Sutriono, Bantot; Rochmah, Nurul
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 2 (2024): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i2.29371

Abstract

The increasing use of concrete in the construction world encourages massive exploitation of the environment that has limestone or karst reserves to be used as the main raw material for making cement, to reduce the excessive use of cement, a way is used to utilize fly ash as a substitute for part of the cement in the concrete mixture to reduce the negative impact of limestone mining activities as well as cement production which contributes a total of 9% of CO2 emissions on earth. In this study, bendrat wire will also be added to determine the workability of fresh concrete mixes. From the results of the study it was found that concrete with fly ash substitution without bendingt wire mixture got an average height of 10.7 cm, while the variation with the addition of bending wire at 3% decreased in the average slump value to 10 cm where the increasing percentage of bending wire made the average slump value go down, seen in the 6% and 9% variations which experienced a decrease in the average height of the slump with a height of 9.7 cm and 9 cm, this can have an impact on the workability of the concrete mix itself, with a higher percentage of bending wire will have difficulty when applying to building construction.
Pengaruh Penambahan Presentase Serbuk Kaca pada Karakteristik Beton Terhadap Nilai Slump Fadilla, Deska Vira; Trimurtiningrum, Retno; Sutriono, Bantot; Rochmah, Nurul
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 2 (2024): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i2.29375

Abstract

Concrete is the most commonly used construction material in the construction industry. Concrete has properties that are resistant to high pressure and extreme temperatures which allows wide use and according to needs. In this research, additional materials were used from glass waste which was processed into glass powder that passed through sieve No. 200. To find out additional characteristics, one of them is to know the effect of the slump value which is planned in accordance with SNI 03 – 2834 – 2000. This research uses the DOE (Department of Environment) method. The results of this research show that the average slump value of concrete aged 7 days, 14 days, and 28 days using glass powder percentages of 0%, 4.5%, 6.5% , 8.5%, and 10.5% are 12 cm, 12 cm, 10.33 cm, 9.83 cm, and 9.33 cm.
Analisis Perbandingan Kekauan Serta Efisiensi pada Desain Menggunakan Flat Slab Terhadap Gedung Eksisting SRPM RSUD Sidoarjo Difinubun, M Fahzan; Sutriono, Bantot
Jurnal Teknik Industri Terintegrasi (JUTIN) Vol. 7 No. 2 (2024): April
Publisher : LPPM Universitas Pahlawan Tuanku Tambusai

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31004/jutin.v7i2.29800

Abstract

Perbandingan Kinerja dan Harga Struktur Sistem Rangka Pemikul Momen Khusus (SRPMK) dan Sistem Ganda Gedung 12 Lantai Ramadhan, M. Fathin; Rochmah, Nurul; Sutriono, Bantot
PROSIDING SENADIKA : Seminar Nasional Akademik Vol 1 No 1 (2024): PROSIDING SEMINAR NASIONAL AKADEMIK (SENADIKA) 2024
Publisher : PROSIDING SENADIKA : Seminar Nasional Akademik

Show Abstract | Download Original | Original Source | Check in Google Scholar

Abstract

Indonesia memiliki populasi sebesar 286,6 juta jiwa, menjadikannya negara terpadat ke-4 di dunia, yang menciptakan tantangan dalam memenuhi kebutuhan ruang, terutama di kawasan perkotaan. Salah satu solusi untuk mengatasi masalah ini adalah pembangunan gedung bertingkat guna menyediakan hunian atau akomodasi, namun struktur tersebut memerlukan perhatian khusus terhadap pengaruh beban gempa untuk memastikan kestabilan dan keamanan bangunan. Metode seperti pushover analysis sering digunakan untuk menganalisis kinerja struktur terhadap beban lateral atau gempa. Selain itu, pemodelan menggunakan perangkat lunak seperti Autodesk Revit memungkinkan perhitungan volume material yang lebih akurat, sehingga biaya konstruksi dapat direncanakan secara efisien. Efisiensi biaya menjadi salah satu faktor utama yang harus diperhatikan, selain aspek ketahanan gempa. Penelitian ini bertujuan membandingkan level kinerja struktur serta biaya antara Sistem Rangka Pemikul Momen Khusus (SRPMK) 12 lantai dan struktur dengan dinding geser (Sistem Ganda) 12 lantai. Berdasarkan analisis pushover, kedua sistem menunjukkan kinerja pada kategori Immediate Occupancy (IO), namun hasil perbandingan harga dan volume material menunjukkan bahwa Sistem Rangka Pemikul Momen Khusus (SRPMK) memiliki biaya yang lebih tinggi sebesar 25,43% dibandingkan Sistem Ganda.
Analisis Perbandingan Metode Pracetak Dan Metode Konvensional Dalam Pembangunan Rumah Susun 4 Lantai Di Surabaya Fikri, Mohammad Rijal; Sutriono, Bantot
Jurnal Perencanaan dan Penelitian Teknik Sipil Vol 4 No 3 (2025): November
Publisher : Universitas Iskandar Muda

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.55616/prince.v4i3.1104

Abstract

This study compares the structural performance of precast construction and conventional construction methods in a 4-stories flats building in Surabaya. The results show clear differences in the forces acting on the structural elements. Precast elements have shear forces that are 21% lower than those in the conventional method and moments that are 25% lower than those in the conventional method, indicating different responses to lateral loads. Although both methods use similar reinforcement designs, precast elements need extra reinforcement for lifting during installation. The drift analysis on the second floor also shows differences: the precast structure has 21% less than those in the conventional method drift the x-direction and 21% less than those in the conventional method the y-direction due to changes in overall stiffness.
Pengaruh Variasi Bentuk Geometris Bata Beton Interlock Tipe Segitiga dan Lego terhadap Kekuatan Tekan Radinda, Aura Azafilia; Sutriono, Bantot; Trimurtiningrum, Retno
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3808

Abstract

This The demand for efficient and environmentally friendly building materials has driven the development of interlocking concrete blocks with various geometric shapes. This study aims to analyze the effect of geometric shape variations of interlocking concrete blocks Triangle and Lego types on compressive strength, using the Cube block as a control sample. The tests were conducted on samples measuring 5×5×5 cm. The results indicate that block geometry significantly affects stress distribution and failure patterns. Based on the test results, the Cube block (control) achieved the highest compressive strength of 66.69 Kg/cm², followed by the Lego block with 51.68 Kg/cm² Grade II, and the Triangle block with 47.26 Kg/cm² Grade III according to SNI 03-0349-1989 for concrete masonry units. These differences in compressive strength demonstrate that the more complex and taller the block geometry, the greater the stress concentration that reduces strength performance. The Cube block showed the most uniform load distribution, the Lego block exhibited moderate strength due to its interlocking system that enhances stability, while the Triangle block had the lowest strength due to its narrower load-bearing area. Therefore, a compact and well-proportioned geometric design, such as the Lego type interlock, proves to be more structurally efficient than the taller triangular form.
Pengaruh Serbuk Batu Kapur Sampang Madura sebagai Subtitusi Semen terhadap Slump Beton Santoso, Dwi Prima; Sutriono, Bantot; Rochmah, Nurul
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3809

Abstract

Madura, particularly the Sampang region, possesses significant reserves of carbonate minerals, notably limestone. The utilization of this local material as a construction element holds substantial potential, but requires investigation into how the substitution and addition of pulverized limestone affect the critical properties of concrete. This study focuses on the problem of how a combined 50% substitution of coarse aggregate with Sampang limestone and the incremental addition of pulverized limestone as an additive influences the workability of fresh concrete. The primary objective of this research is to evaluate and determine the effect of incremental percentages of Sampang pulverized limestone additive (0%, 5%, 10%, 15%, and 20%) on concrete workability, quantified by the slump test, for a concrete mix that already utilizes a 50% coarse aggregate substitution with limestone, aiming to identify the optimal composition. The methodology employed in this study is laboratory-based experimentation. The analytical technique applied is descriptive statistical analysis to compare the average slump values resulting from the variations in additive composition. The baseline concrete mix comprised a 50% substitution of coarse aggregate with limestone. Subsequently, the pulverized limestone powder was added at the predetermined additive percentages. The results indicate that the baseline mix (50% limestone substitution with 0% additive) yielded an average slump of 16.7 cm. The highest average slump value of 17.3 cm was recorded when the 50% substitution mix was further enhanced by a 5% additive composition. Conversely, increasing the additive proportion beyond 5% consistently reduced the slump, achieving the lowest workability of 15.0 cm at the 20% additive level. These findings suggest that the inclusion of 50
Pengaruh Pasir Batu Kapur Sampang Madura sebagai Agregat Halus terhadap Slump Beton Gono, Theresia Kristanti; Sutriono, Bantot; Rochmah, Nurul
Jurnal Sains dan Teknologi (JSIT) Vol. 5 No. 3 (2025): September-Desember
Publisher : CV. Information Technology Training Center - Indonesia (ITTC)

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.47233/jsit.v5i3.3811

Abstract

Concrete is one of the most widely used construction materials, with aggregates forming the largest portion of its total volume. The growing demand for natural aggregates encourages the exploration of alternative materials that are more sustainable and locally available. Limestone from the Sampang–Madura region is considered a potential aggregate substitute, although its distinct physical characteristics require detailed investigation. This study examines the effects of incorporating limestone as a 50% replacement for coarse aggregate and as a fine aggregate substitute at variations of 0%, 5%, 10%, 15%, and 20%. Experimental testing was carried out using cylindrical specimens measuring 15×30 cm with a target strength of f’c 25 MPa. The tests included slump testing,. The results indicate that replacing fine aggregates with up to 20% limestone still meets the required slump range, although mixtures with substitutions of 10% or more show reduced workability due to the high absorption capacity of limestone, which affects the water–cement ratio. Overall, the findings demonstrate that local limestone can serve as a viable aggregate substitute, reducing dependence on natural aggregates while supporting environmentally sustainable construction practices.
Co-Authors Arifin, Moch.Ali Arrowrichta, Billy Budimanto, Eko Budimanto, Eko Budy Wiryawan Dewi Pertiwi Difinubun, M Fahzan Dimas Permana Fadilla, Deska Vira Fambudi, Ivan Oky Febry Fikri, Mohammad Rijal Gono, Theresia Kristanti Mathias, Leonardo Mauludiyana, Gita Michella Beatrix Misrawi, Misrawi Nurul Rochmah Permana, Alung Nanda Radinda, Aura Azafilia Ramadhan, M. Fathin Ramdani, Moh. Khafidz Amrulloh Retno Trimurtiningrum Ridho’i, Ahmad Rizkiardi, Aditya Santoso, Dwi Prima Saputri, Denis Tiyas Ayu Subianto, Ahmad Yusub Trimurtiningrum, Retno Watu, Hiasintus Bertus Winarko, Edy Wulandari, Shinta Berlinda