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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 119 Documents
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PRODUKTIVITAS TENAGA KERJA PEKERJAAN PELAT LANTAI PADA PROYEK PEMBANGUNAN GEDUNG RUMAH SAKIT IBU DAN ANAK NIRMALA KEDIRI Putri, Tiara Maulinda
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56106

Abstract

Building construction performance requires a work system determined by the performance of its workers, namely the level of effectiveness of workers completing their work and many methods that can be used to measure worker productivity. The objective of this research is to identify and analyze the level of activity of workers' productivity by using the methodwork sampling at the Mother and Child Hospital Nirmala Kediri. The purpose of this study was to determine labor productivity in floor slab work on the Nirmala Kediri Mother and Child Hospital Building project. 1 of 2022, and the factors that affect labor productivity in floor slab work. Case research and field research study intensively, in detail, and in depth on the background and current situation. Worker productivity in the construction of the Mother and Child Hospital building Nirmala Kediri per floor with a working floor of 56,023 m2/day, 1st floor of 24,049 m2/day, 2nd floor with a yield of 21,043 m2/day, and roof floor with a yield of 17,595 m2/day. According to the field coefficient value that has been set in PUPR No. 1 of 2022 on the work of floor slabs the comparative value of the field coefficient is smaller. Factors that affect labor productivity in the floor slab work are bad weather conditions, delays in materials, lack of control and monitoring, lack of skill in the workforce, and the condition of the field area that is not large.
PERBANDINGAN RENCANA ANGGARAN BIAYA (RAB) PADA PELAKSANAAN PELAT LANTAI METODE KONVENSIONAL DENGAN PRECAST PADA BANGUNAN RUKO NORTHWEST CITRALAND SURABAYA Wicaksana, Achmad Ari Prasetya
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56109

Abstract

The budget plan is one of the important documents in the implementation of construction projects. Costs are needed to calculate the requirements needed in carrying out development work and can be circumvented by changing a work item method. The process of compiling a budget plan in this study was carried out 1) volume calculations, 2) work unit price analysis, 3) cost budget plans. The work method that will be used in this study is the precast method. Selection of efficient work methods can facilitate the completion of a job. The use of the precast method has several advantages over conventional methods such as the example in the use of formwork. In addition, this study uses a quantitative method because there is data in the form of numbers that come from calculation sources with Microsoft Excel software. The results of the budget plan for the implementation of the conventional method floor slab obtained a cost of Rp. 58,886,054, while the results of the planned budget for the implementation of the precast floor slab method obtained a cost of Rp. 53,787,754. The results of the comparison of the budget plans for the two methods amounted to Rp. 5,098,300 with a comparison percentage of 9%.
FAKTOR KETERLAMBATAN PADA PEMBANGUNAN PROYEK RUMAH SAKIT MUHAMMADIYAH GRESIK Azlansyah, Moh
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56110

Abstract

A construction project is a series of works related to development and there is often a discrepancy between planning and implementation which results in delays in construction. The more complex the project, the greater the project will experience development delays, one of which is Muhammadiyah Gresik Hospital. This study used the method of distributing questionnaires directly to respondents related to hospital construction, such as site managers, quality control, implementers, and workers. The results of the questionnaire will be analyzed for validity, reliability and ranking analysis. Based on the results of the ranking analysis, the factor that has the most influence on delays in the construction of the Muhammadiyah Gresik Hospital project is design document errors and the factor that has the least effect is hot weather. Development projects must be planned in as much detail as possible in order to avoid mistakes that can result in project delays.
KUAT TEKAN BETON MUTU fc 30 DENGAN SUPERPLASTICIZERDAN AIR ENTRAINING AGENT Fuadi, Darwisy
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56118

Abstract

Superplasticizer is an admixture added material that is mixed into the concrete mix and has been proven to improve concrete performance. Air Entraining Agent is a mixed additive in the form of a surfactant which creates very fine air bubbles with a diameter of 1/100mm2mm, which can improve the properties of concrete because the air bubbles function as lubricating oil. Air Entraining Agent increases the yield stress point, buildability, overall 3D printability of concrete compared to the same mix that does not contain Air Entraining Agent.Testing and Experiment Methods in this study were carried out by making samples of test objects and testing concrete in the materials laboratory of PT Solusi Bangun Beton Indonesia. The number of test objects used is 8 test objects, in the form of cylindrical concrete with their respective compositions which will be tested every 28. In addition, study data from SNI and foreign standards such as ASTM can also be studied.Test results of normal concrete compressive strength of quality concrete cylindersf’c 30 MPa has an average weight of 12.325 kg and an average compressive strength of 41.25. The results of testing the compressive strength of concrete with the addition Superplasticizer0.4% And Air Entraining Agent 0.02% quality concrete cylinderf’c 30 MPa has an average weight of 12.265 kg, and an average compressive strength of 31.90. The results of testing the compressive strength of concrete with the addition Superplasticizer0.4% And Air Entraining Agent 0.007% quality concrete cylinderf’c 30 MPa has an average weight of 11.625 kg, and an average compressive strength of 28.50. The results of testing the compressive strength of concrete with the addition Superplasticizer0.4% And Air Entraining Agent 0.011% quality concrete cylinderf’c 30 MPa has an average weight of 11.415 kg, and an average compressive strength of 27.30.
PENGARUH PENAMBAHAN ADMIXTUREAIR ENTRAINING AGENT 0.04%,0.08%,0.12% PADA KUAT TEKAN BETON DENGAN MUTU fc 25 MPa Aulia, Syafaril Hanif
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56124

Abstract

This study aims to determine the compressive strength of cylindrical concrete with fc' quality of 25 MPa with the addition of AEA additives. Based on the AEA brochure, this added material is a water-soluble polymer which functions to reduce the weight of concrete and reduce the use of cement in the mix. The concrete mix test was divided into three mixtures, namely with the addition of AEA 0.04%, 0.08% and 0.12% respectively by weight of cement. The composition of the concrete mix consists of 18.48 kg of cement, 46.9 kg of fine aggregate, 22.58 kg of aggregate and 5.98 kg of water. The compressive strength test results for cylindrical concrete with 0.04% AEA added at 28 days of age were 25.02 MPa. The compressive strength of cylindrical concrete with 0.08% AEA added at 28 days of age is 20.55 MPa. Furthermore, the compressive strength of cylindrical concrete with 0.12% AEA added material at 28 days of age is 17.4 MPa.
Redesain Gedung Rumah Sakit Ibu dan Anak Nirmala Kediri Berdasarkan Permenkes Nomor 40 Tahun 2022 Fitri, Liena Nurul
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56156

Abstract

Improving maternal and child health facilities and infrastructure is urgently needed, especially when the population is growing. Therefore, it is necessary to build quality healthy buildings in order to achieve optimal health status. The construction project for the RSIA Nirmala Kediri building is one of the construction projects for the Mother and Child Hospital in Kediri, where several areas and room zoning still have discrepancies, according to the Minister of Health. The purpose the study is: Evaluate the plan drawings of the House project Sick Mother and Child Nirmala and adjust with the standardization of PERMENKES No. 40 of 2022 .This project research type is Quantitative using Primary Data and Secondary Data. The results of the calculation of the recapitulation of the area of space that is not suitable are 6 rooms. With 5 rooms that are not following Permenkes standards, and 1 room that does not yet exist. To obtain a percentage of 6/39x100% = 15.38% and the appropriate spaces is 33 spaces, the percentage is obtained: 33/39x100% = 84.62%. The results of the redesign regarding the Nirmala Kediri mother and child hospital building resulted in several rooms being redesigned in following Permenkes No. 40 of 2022. The addition of the area of the ER, R.operations, NICU, R.jenazah rooms and the addition of R.PK. Zoning shifts were also made for inpatient VIP class building A, class I inpatient care building A, class III inpatient care building C. Most of the rooms of the Nirmala Kediri Mother and Child Hospital building were still maintained because they were in accordance with the provisions of the Minister of Health. However, for several rooms that did not comply with Permenkes No. 40 of 2022, a redesign was carried out. It is hoped that the planners for the construction of the Nirmala Mother and Child Hospital building in Kediri will refer more to the regulations that have been made.
Faktor Kriteria Untuk Menentukan Pondasi Dalam BAGASKARA, DHEVA PRASETYA
Jurnal Vokasi Teknik Sipil Vol 1 No 2 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i2.56165

Abstract

In daily life, humans always encounter problems about decision making. Decision-making systems can solve problems by providing relevant data information, analytical models, and decision-making tools. The Muhammadiyah Gresik Hospital Construction Project is a multi-storey building construction project that is used as a case study in research conducted on foundation selection. There are several criteria that need to be done in determining foundation selection. The type of research used is applied research by compiling and creating an additional document as a validation of project documents with a decision-making support system obtained through literature studies, discussions and interviews in determining foundation selection. The results showed that there were 10 criteria that emerged from the literature study and there were 13 determination criteria obtained through discussions and interviews in selecting the type of foundation.
Penambahan Superplasticizer(0.4%) dan Additive Air Entrining AgentPada Campuran Beton Mutu fc 30 MPa. Arrandi Risman, Ryan Ravi
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56180

Abstract

Development in Indonesia has been very advanced, thus affecting the progress of building materials such as concrete. In practice, the development of concrete building materials requires a new innovation so that construction can be carried out properly and quickly. Concrete technological innovation is always required to answer the demand challenges, the resulting concrete is expected to have high quality including strength and durability without neglecting its economic value. The purpose of this study was to determine the compressive strength of cylindrical concrete with mixed design fc' 30Mpa with the addition of Air Entraining Agent. Based on the AEA brochure, added materials function to reduce the weight of concrete and reduce the use of cement in the mix. The concrete mix trials were divided into three treatments, namely with AEA doses of 0.03%, 0.06% and 0.14% respectively by weight of cement. The composition of the concrete mixture consists of 18.48 kg of cement, 42.7 kg of fine aggregate, 22.14 kg of coarse aggregate of 5-12 mm size, 41.10 kg of coarse aggregate of 10-20 mm size, 5.98 kg of water. The compressive strength test results for cylindrical concrete with 0.03% AEA added material were 30.95 MPa. The compressive strength of cylindrical concrete with 0.06% added AEA is 29.10 MPa. The compressive strength of cylindrical concrete with 0.14% added AEA is 26.55 MPa. The results of testing the weight of concrete without added ingredients were 12.385g. The weight of concrete with 0.14% added AEA is 10.065g. The weight of concrete with 0.06% added AEA is 11.710g. The weight of concrete with 0.03% added AEA is 12.170g. The more addition of Air Entraining Agent results in a decrease in the compressive strength and weight of the concrete.
Hazard Identification Risk Assessment and Determining Control (HIRADC) pada Proyek Pembangunan Gedung Rumah Sakit Orthopedi dan Traumatologi di Surabaya Saidah, Tsaniyatus
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56203

Abstract

The development of science and technology in the use of modern production tools and materials continues to increase. This aims to improve and facilitate continuity in the production process. However, in addition to the positive side, several scientific and technological developments that occur can trigger an increase in risky sources of danger if not matched by competent human resources so that they can cause work accidents. Factors that influence work accidents include human consequences, work environment, equipment and materials used, and natural factors. This study uses the Hazard Identification Risk Assessment and Determining Control (HIRADC) method. The processed data was obtained from the results of literature studies, observations, interviews, and questionnaires on the Orthopedic and Traumatology hospital building construction project in Surabaya. The results obtained from the results of risk identification based on the variables are human variables there are 25 risks, equipment variables there are 7 risks, and material variables there are 6 risks. Based on the risk assessment that the main factors that may allow the occurrence of risk Most of the human consequences of 66%. Risk control that can be carried out includes: conducting safety induction for new workers, conducting safety briefings, providing first aid kits, workers are required to use personal protective equipment (PPE) according to standards, conducting supervision during activities, carrying out safety patrols on the completeness of personal protective equipment for each worker, providing K3 signs (safety signs) as needed, and carrying out periodic and routine inspections of equipment.
Pemetaan Pusat Kesehatan Masyarakat (Puskesmas) Di Surabaya Selatan Menggunakan Software Arcgis Anwar, Muhammad Nuril
Jurnal Vokasi Teknik Sipil Vol 1 No 3 (2023)
Publisher : Universitas Negeri Surabaya

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.26740/viteks.v1i3.56210

Abstract

Puskesmas must be established in each sub-district that meets the requirements for location, building, infrastructure, equipment, and personnel. Location requirements which include geographical aspects, accessibility for transportation routes, land contours, parking facilities. Therefore, with the mapping of basic Puskesmas based on Geographic Information Systems, the end result is a map of the distribution of Puskesmas, which can provide convenience to the government in planning and monitoring regarding information about Puskesmas and the location of the location of the Puskesmas that we want to know, as well as recommendations to related parties if they want to build a Puskesmas so that attention in equity so that health services in South Surabaya are better. This study uses the nearest neighbor analysis method with ArcGis 10.8 software to determine distribution patterns. The results of this study showed that the distribution pattern of health centers in the South Surabaya area was included in the dispersed pattern category, mapping the location of health facilities in the South Surabaya area there were 16 health centers that were spread evenly in each sub-district, the range of services from health centers in the High category was that the area It is within reach of 3000 m.

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