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Jurnal Vokasi Teknik Sipil
Published by Universitas Negeri Surabaya
ISSN : -     EISSN : 30642159     DOI : -
Core Subject : Engineering,
Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Industrial & Manufacturing Engineering Transportation
Jurnal Vokasi Teknik Sipil is aimed at all academics and practitioners in the field of civil engineering, especially applied civil engineering. The Scope of Applied Civil Engineering Journal covers the results of field research, literature studies, application of the method, development of standard operating procedure, and development of civil engineering technology. The journal is issued 3 (two) times a year and min. 5 articles per issue. The research is viewed through macro or micro civil engineering perspectives from various aspects, such as: planning, design, management, operational, production, , human resources, safety, and finance. Focus and Scope : The scope of the article includes: Construction management Structural Engineering Geotechnical Engineering Construction Materials Construction Surveyors Safety and Environmental of construction
Arjuna Subject : Teknik (semua kategori) - Bangunan dan Konstruksi
Articles 6 Documents
 1 
Search results for , issue "Vol 3 No 2 (2025)" : 6 Documents clear
Efektifitas Metode Pelaksanaan Erection Struktur Baja Menggunakan Alat bantu Box i Studi Kasus Lapangan Petanque Unesa Mochamad Yusuf Al Ghozy
Jurnal Vokasi Teknik Sipil Vol 3 No 2 (2025)
Publisher : Jurnal Vokasi Teknik Sipil

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Abstract

  Abstrak Proyek Pembangunan Lapangan Petanque Unesa merupakan salah satu upaya untuk meningkatkan fasilitas olahraga yang mendukung aktivitas akademik dan non-akademik. Salah satu aspek kritis dalam proyek ini adalah erection struktur baja, yang memerlukan metode pelaksanaan yang tepat mengingat keterbatasan lokasi dan akses untuk alat berat. Penelitian ini bertujuan untuk menganalisis penerapan metode alat bantu Box I dalam pelaksanaan erection struktur baja, dengan fokus pada penyesuaian kondisi lapangan, tata cara pelaksanaan, dan kualitas pemasangan. Metode Box I dipilih karena kemampuannya untuk mengatasi keterbatasan ruang dan akses serta keselamatan kerja. Dalam penelitian ini, pendekatan kualitatif diterapkan dengan mengumpulkan data melalui metode observasi, wawancara, dan dokumentasi. Hasil penelitian menunjukkan bahwa penggunaan perangkat Box I berhasil mengatasi tantangan terkait dengan keterbatasan ruang lingkup proyek, meningkatkan efisiensi, serta memastikan pemasangan yang tepat dan aman dengan kualitas yang terjamin. Penelitian ini menghasilkan rekomendasi untuk pengembangan Standar Operasional Prosedur (SOP) yang dapat digunakan pada proyek-proyek yang sejenisnya. Kata kunci: Erection baja, Box I, Metode Pelaksanaan   Abstract The Unesa Petanque Field Development Project is an effort to improve sports facilities that support academic and non-academic activities. A pivotal element of this endeavor lies in the fabrication of steel frameworks, which necessitates a tailored approach due to spatial constraints and restricted machinery accessibility. This study aims to assess the implementation of the Box I technique in the assembly of steel frames, emphasizing its adaptability to on-site challenges, procedural execution, and installation integrity. The Box I method was chosen for its capacity to navigate space limitations and access difficulties while ensuring workplace safety. Employing a qualitative methodology, the research gathers insights through observation, interviews, and documentation. The results indicate that the Box I technique proficiently mitigates site-specific obstacles, optimizes operational efficiency, and guarantees precise and secure installation. Recommendations are made for the formulation of Standard Operating Procedures (SOPs) applicable to similar undertakings. Keywords: Steel erection, Box I, Implementation Method
EVALUASI KINERJA GEDUNG TERHADAP SIMPANGAN ANTAR LANTAI AKIBAT BEBAN GEMPA (Studi kasus : Gedung 6 lantai RS Bhayangkara Kab Nganjuk)) Feisal Feisal Fawwaz Irsyada
Jurnal Vokasi Teknik Sipil Vol 3 No 2 (2025)
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Abstract

RS Bhayangkara Kabupaten Nganjuk, one of the hospitals in Nganjuk, is located in an area with potential earthquake risks. Therefore, its structure must be designed to withstand seismic forces during an earthquake. The studied building has six floors, reaching a height of 28 meters, with most of its space functioning as inpatient rooms. This study aims to evaluate the structural performance of the hospital building against earthquake loads using ETABS V18 software, referring to the seismic-resistant building requirements outlined in SNI 1727:2019. The research results show that the inter-story drift (Inelastic Drift) from the 2nd floor to the roof in both the X and Y directions is below the Drift Limit. The largest drift occurs on the 4th floor in the Y direction, with a displacement of 23.918 mm, which is equal to the Drift Limit of 23.918 mm. Therefore, the Inelastic Drift from the 2nd floor to the roof in both the X and Y directions does not exceed the Drift Limit, ensuring that the structure is safe.
PERBANDINGAN BILL OF QUANTITY(BOQ) ANTARA METODE KONVENSIONAL DENGAN HASIL PERHITUNGAN AUTODESK REVIT (STUDI KASUS: PROYEK GEDUNG JI’RONA RS AISYIYAH BOJONEGORO) Dony Prasetyo Budi
Jurnal Vokasi Teknik Sipil Vol 3 No 2 (2025)
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Abstract

The construction industry is undergoing a significant transformation with the arrival of Industrial Revolution 4.0, which encourages a shift from conventional methods to more efficient and innovative technologies. Such technology is Building Information Modeling (BIM), which enables more targeted project management through automated and integrated systems. Autodesk Revit is one of the commonly used BIM software. However, the implementation of BIM in Indonesia is still not optimal, due to the limited software available and the low level of user understanding. In practice, the Bill of Quantity (BOQ) calculation is still dominated by conventional methods. Although easier to understand and cheaper, conventional methods have disadvantages such as the potential for human error and longer processing time. In contrast, BIM offers high accuracy, time efficiency, and better integration. This research aims to compare the calculation results (BOQ) between conventional and BIM methods using Autodesk Revit. The research method used is Research and Development (R&D). Later, it will go through 3 stages, namely data collection, planning, and development. From this research, it was found that the difference in BOQ calculation from the BIM method was smaller than the conventional method, with a percentage value of 8.45% in concrete volume and 7.37% in reinforcement volume. It can be concluded that the BIM method is more accurate than the conventional method.
Parameter Sifat Fisis dan Kuat Geser Tanah Lempung di Kawasan Tambak Desa Tambak Beras Kecamatan Cerme satria
Jurnal Vokasi Teknik Sipil Vol 3 No 2 (2025)
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Abstract

Tambak Beras Village, located in Cerme Subdistrict, Gresik Regency, is an area predominantly used for fish and shrimp farming, resulting in clay-dominated soil characteristics. This type of soil has low stability and is generally unsuitable for supporting construction activities. However, with the increasing development of warehouses and factories in the area, soil stabilization efforts are required to ensure the safety and sustainability of building structures. This study aims to identify the physical properties of clay soil in Tambak Beras Village through a series of laboratory tests. The method used is quantitative experimental research with sample testing based on the Indonesian National Standard (SNI). The tests conducted include water content, specific gravity, Atterberg limits, and soil shear strength. The results show that the soil has a water content of 98.32%, a specific gravity of 2.605 g/cc, and 97.80% passes through sieve No. 200. The liquid limit is 89.5%, plastic limit is 51.14%, and the plasticity index is 38.36%. The shear strength parameters indicate a cohesion (c) value of 7.366 kPa and an internal friction angle (φ) of 7.139°. Based on these findings, the clay soil in the study area has high plasticity and low bearing capacity, thus requiring further stabilization treatment to support safe and durable construction.
Pengaruh Penambahan NaCl terhadap Berat Jenis Tanah Lempung Muamar Qadafi
Jurnal Vokasi Teknik Sipil Vol 3 No 2 (2025)
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Abstract

Tanah lempung dikenal memiliki plastisitas tinggi, permeabilitas rendah, dan sifat kembang susut yang signifikan akibat perubahan kadar air, sehingga menimbulkan masalah dalam konstruksi seperti daya dukung rendah dan stabilitas buruk. Penelitian ini menganalisis pengaruh penambahan NaCl yaitu garam sebesar 10%, 15% dari tanah asli, serta air laut terhadap nilai berat jenis tanah lempung di Kecamatan Rungkut, Surabaya. Metode penelitian yang digunakan bersifat kuantitatif dengan pendekatan statistik dan pengujian laboratorium terhadap sampel yang diambil. Hasil penelitian menunjukkan bahwa penambahan NaCl menyebabkan penurunan berat jenis terhadap tanah lempung. Semakin tinggi konsentrasi NaCl, berat jenis tanah cenderung menurun akibat perubahan struktur partikel tanah dan pengaruh ion Na⁺ dan Cl⁻. Nilai berat jenis tanah asli sebelum diberikan campuran sebesar 2,275 gr/cc. Setelah diberikan campuran Garam NaCl berat jenis menurun menjadi sebesar 2,623 gr/cc pada campuran 10% dan sebesar 2,489 gr/cc pada campuran 15%. Pada penambahan campuran air laut, berat jenis juga menurun menjadi sebsar 2,338 gr/cc.
Kinerja Struktur Gedung Menggunakan Analisis Pushover Gedung Graha Pramesti Roihan Aldiansyah
Jurnal Vokasi Teknik Sipil Vol 3 No 2 (2025)
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Abstract

Many earthquakes have occurred in Indonesia and one of them is Malang City, which has various impacts including casualties and total building damage. The impact of earthquakes on social and economic aspects is very large. The purpose of this study is to determine the performance of the “Graha Pramesti” Training Center building against the threat of earthquakes. This research method uses pushover analysis. Pushover analysis is carried out to evaluate the critical points of the structure against earthquake loads with the concept of providing gradual loads until they match the displacement target. The analysis was carried out based on SNI 1726-2019 standards and ATC-40 performance criteria, with structural modeling using ETABS. The results of the research analysis are the capacity curve and the maximum value of the total drift direction X = 0.0079 and Y = 0.0069. The results of the building structure are at the Immediaty Occupancy (IO) performance level which indicates that the building remains safe, but there is still a risk of minor structural damage when an earthquake occurs. Thus, the building can be immediately reused without significant repairs. Keywords: Pushover Analysis, ATC-40, Building Structure Design, SNI 172-2019.

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