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Ardi Mardiana
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aim@unma.ac.id
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stima@unma.ac.id
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Jl. KH. Abdul Halim No. 103 Majalengka, Jawa Barat, Indonesia 45418
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INDONESIA
SEMINAR TEKNOLOGI MAJALENGKA (STIMA)
Published by Universitas Majalengka
ISSN : 25283820     EISSN : 30260833     DOI : https://doi.org/10.31949/stima
Core Subject : Science, Engineering,
Computer Science & IT Control & Systems Engineering Industrial & Manufacturing Engineering Mechanical Engineering Transportation
Prosiding SEMINAR TEKNOLOGI MAJALENGKA (STIMA) adalah publikasi ilmiah yang memuat hasil-hasil penelitian orisinal dan terkini dari para akademisi, peneliti, dan praktisi di berbagai bidang teknik dan manajemen. Prosiding ini memiliki sifat multidisiplin, berfokus pada integrasi ilmu pengetahuan dari empat cabang utama: Teknik Industri, Teknik Sipil, Teknik Mesin, dan Informatika.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 346 Documents
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PELAKSANAAN PEKERJAAN STRUKTUR BAWAH BANGUNAN GEDUNG SERBAGUNA GELANGGANG GENERASI MUDA MAJALENGKA Gumilar, Raharja; Hendrayana, Yayat
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1158

Abstract

The Majalengka Regency Youth Center Development Project is an important historical milestone for infrastructure development in the Majalengka Regency area. The concept of an oval-shaped building like a stadium gives uniqueness to the design of the foundation of this building. Basically, the substructure is a very vital component for the success of a building, so the author is interested in looking further into the substructure, especially in work methods or work implementation. This research uses a qualitative approach, which can be interpreted as directly describing the work of the lower structures in the project which is used as the research object. The implementation of the lower structure work starts with the piling work and then continues with the pile cap work, carried out in stages using a zone system. In the realization of the implementation of the lower structure work on the GGM project, namely the piling work starting from site preparation, mobilization and set up of HSPD piling tools, measuring pile points, driving piles using the hydraulic jack-in pile method, testing piles, and pile head treatment, continued with the implementation of pile cap work starting from preparation, measurement and bow plank, soil excavation, installation of formwork, reinforcement and casting.
Teknis Pelaksanaan Pemasangan Struktur Atap Space Frame Truss pada Proyek Pembangunan GGM Majalengka Muhammad Wafi Hariry; Yayat Hendrayana
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1159

Abstract

The government continues to strive to improve the quality of sports facilities and infrastructure in various cities and districts throughout Indonesia. To realize this effort, the Majalengka Regency government is collaborating with PT. Pertamina (Persero) Tbk. carrying out the reconstruction of the Majalengka Youth Generation Center (GGM). This practical work aims to discuss the technical implementation of installing space frame truss roof structures and discuss the application of structural mechanics in the field of roof construction, especially space frame structures. The author used the interview method with the site engineering manager and the structure method, observation during the installation at the site, reviewing the rules of SNI 1721:2020 and SNI 1729:2020 as well as applicable case studies to prepare this practical work report. Modeling and structural analysis of a typical 13/14 space frame block series using SAP2000 v14 software. The structural analysis results obtained for the space frame structure used steel pipes Ø76.2 mm and Ø63.5 mm; steel pipe thickness, namely 3.2 mm and 2.8 mm; base plate connection measuring 350 x 350 mm with a thickness of 25.00 mm; 8 anchors with a diameter of 16.00 mm, are safe and suitable for use.
PROSES PEMBUATAN PIPA INLET PADA PEMANAS AIR TENAGA SURYA (SOLAR WATER HEATER) MENGGUNAKAN MESIN CNC muhibbin, iwan alif; Pewiranegara, Agus Alamsyah
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1160

Abstract

Abstract Solar water heaters first appeared in the late 1800s in California, United States, By Clarence M Kemp The vitial concept of a solar water heater, which was first made by Kemp, is 3 tanks which are inputted with water and then heated into thetank, several components contained in the Solar Water heater are, Collector, Tank, Anode, Electric backup, Inlet pipe, Temperature- Pressure Relief Valve & Vacuum Valve Of the several components, the inlet pipe is one of the most important components for distributing materials such as liquids, gases, and steam, from the reservoir to the pump house The development of a pipe from one of the Manufacturers of PT Steel Pipe Industry of Indonesia Tbk (ISSP) stated that For now, the pipeline is quite optimistic that it can achieve its sales target. ISSP Corporate Secretary and Investor Relations, Johanes W. Edward said the company'snet profit until December 2021 is targeted to reach Rp490 billion. According to Ahmad Fauzi et al. (2021), and Zubaidi, et al (2012-40) state that a machine is needed that is able to meet all the demands in the manufacturing industry, one of which is a CNC machine, a type of machine tool that uses a control system with commands in the form of a numeric code used to control these machine tools, and the advantages of CNC lathes compared to conventional lathes are more effectiveand efficient (Elvys & Arisandi, 2017 239) Then Zubaidi, et al (2012 40) Before the process of making the Inlate Pipe, the design drawing stage was carried outusing solidwork software, material cutting, inspection, making CNC programs, and turning processes. The process of making one inlate pipe takes 6.67 minutes. The process of making program code using CNC Simulator manually, before creating program code, you at first know the symbols such as G code, M code, andsupporting code (O. N. X. 1. 2). Pay attention to the size of the working drawing when making program code After that, the process of setting the sero point on the CNC lathe
PRODUKTIVITAS ALAT EXCAVATOR VIBRO HAMMER UNTUK PEMANCANGAN SSP REUSE PADA PROYEK RENTANG IRRIGATION MODERNIZATION PROJECT DI KABUPATEN MAJALENGKA Adinda Alfina Deswiyanti; Rijaluddin, Arief
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1161

Abstract

Rentang Dam is currently implementing a project, namely the Rentang Irrigation ModernizationProject (RIMP), which aims to restore irrigation functions, stabilize soil conditions, and alsooptimize water distribution. One of the projects that is being implemented as an effort to stabilize thecondition of the land is the installation of SSP Reuse piling. In the erection of SSP Reuse, the heavyequipment used was a vibro hammer excavator. From the erection of the SSP Reuse erection usinga vibro hammer excavator, its productivity can be seen. In this study, we review the productivity ofa vibro hammer excavator tool for erecting SSP Reuse on the right side of the CP. 168 – CP. 170110 meters long. The erection of the SSP Reuse is a follow-up effort to ensure that landslides do notoccur and access to residents' houses is wide. The productivity of the vibro hammer excavator forerecting SSP Reuse with a working day of 30 days per 8 hours, the average point obtained per dayis 9.17 sticks. Meanwhile, for the cycle time on day 1 at 13 SSP Reuse points with dimensions of 8 x0.4 m with vibration via a vibro hammer, the total cycle time was 200.71 minutes and the averagecycle was 15.44 minutes. Finally, the average cycle time of the vibro hammer piling tool taken during30 days of work had a cycle time of 11.33 minutes per rod.
Teknis Pelaksanaan Erection dengan Metode Tandem Crane pada Steel Box Girder Jembatan Cikeruh Ari Ayu Arimba; Rijaluddin, Arief
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1164

Abstract

Jembatan cikeruh menjadi salah satu dari 37 proyek pengganti dan/atau Duplikasi Jembatan CH (Callender Halmiton) yang termasuk di wilayah jabar II, dengan Panjang Bentang Jembatan 81 Meter Menggunakan 2 span, 60 meter untuk Steel Box Girder (SBG) dengan banyak 3 line SBG dari Abutment 2 ke Pier 1, dan 20 meter untuk Steel I Girder dengan banyak 8 line dari Pier 1 ke Abutment 1. Dengan proyek Jembatan CH kali ini yang mana akan menggunakan Jembatan Eksisting dengan Steel Box Girder, dimana Box girder memiliki ketahanan terhadap korosi yang lebih baik dikarenakan sebagian besar permukaan baja tidak terpapar efek langsung dari lingkungan, Box girder juga memiliki bentuk estetika yang lebih baik. Adapun pemasangan Steel Box Girder (SBG) pada jembatan cikeruh ini menggunakan metode erection girder dengan metode Erection Tandem Crane. Dimana proses metode ini menggunakan Crane MC 350 dan Crane CC 250. dengan Proses mobilisasi SBG dengan panjang 60 meter dengan bobot 1 line SBG 102 Tons, Moilisasi menggunakan 1 set Multi Axel ( 1 Prime Over + 2 Trun Table) Dapat di simpulkan Pekerjaan erection berlangsung dua hari pada tanggal 07-08 Agustus 2023, dengan system buka tutup jalan, dimulai pada jam 22.00 sampai dengan jam 03.00 WIB. Penambahan jalan alternative pada saat penutupan agar lebih diperhatikan kembali jika terdapat masyarakat yang memiliki keperluan urgent seperti menuju rumah sakit, sehingga masyarakat tidak menungu lebih lama saat proses penutupan. serta pihak K3 lebih melakukan koordinasi dan edukasi pada warga sekitar terkait pelaksanaan erection secara instensif, untuk Mengantisipasi agar tidak ada lagi kerumunan warga pada area lifting.
OPTIMIZATION OF BANDWIDTH MANAGEMENT WITH SIMPLE QUEUE LIMITATION USING MIKROTIK DEVICES IN SUKARAJAKULON VILLAGE Nafa Nandi
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1169

Abstract

Optimization is an effort to improve an activity or job in order to minimize losses or maximize profits in order to achieve the best possible goals within certain limits. The aim of this research is to be able to make efforts to use devices such as computers, internet access so that they can be used more optimally. In this case, there is still less than optimal use of computers due to limited internet access in certain rooms, therefore this research is able to answer and provide benefits. The research methods used are literature studies and field studies. The data analysis used is descriptive analysis including analysis of the current system, analysis of hardware and software requirements. The results obtained were the addition of 2 access points, 100 meters of UTP cable, 1 unit of switch hub, and 1 unit of proxy. Such as the division of bandwidth management for computers UpTo 40 Mbps, special Ap UpTo 40 Mbps, and Ap for guests 10 Mbps. The conclusion obtained is that by placing the access point in the right area, the WLAN network will be optimal. Based on the results of the questionnaire, it was stated that use was more optimal and the difference was very noticeable
PENGELOLAAN INTERNET PEMERINTAH DESA DENGAN ROUTER MIKROTIK DAN PEMBERIAN AKSES INTERNET PADA MASYARAKAT (DESA BUNTU) Almugni Akbarudin, Ibnu
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1170

Abstract

Abstrak - Desa Buntu merupakan sebuah desa yang terletak di Kecamatan Ligung Kabupaten Majalengka. Dengan statistik jumlah penduduk sebanyak 4.061 jiwa, tentu bukan angka yang sedikit. Tentu saja ada warga yang membutuhkan akses internet. Latar belakang ekonomi yang berbeda membuat akses internet sulit bagi masyarakat kurang mampu. Dimana pendidikan hampir semuanya serba digital, penggunaan internet semakin masif bagi masyarakat. Belum lagi kebocoran internet desa yang dimanfaatkan beberapa warga masyarakat untuk kepentingannya sendiri. Dimana kecepatan internet desa akan mengalami keterlambatan akses sehingga layanan internet untuk pekerjaan perangkat desa terganggu, hal ini tentunya bisa menjadi masalah yang serius karena akan merusak citra buruknya layanan desa.
SIMULASI JARINGAN VPN ROUTER DENGAN METODE LINK STATE ROUTING PROTOCOL DI SMK KORPRI MAJALENGKA dzulfiqri, moch; Nurdiana, Nunu
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1174

Abstract

At this time the progress of information technology is growing so rapidly. The internet is a product of advances in information technology that can be accessed by anyone and anywhere. The increasingly sophisticated information technology helps a lot in human life today, but not a few also have a negative impact on the individual and group levels. Therefore, it is necessary to have a data and information security system. SMK Korpri Majalengka is an education provider institution in Majalengka Regency that has not carried out a data communication security system that is not optimal, such as confidential data that can still be accessed by just anyone. The agency needs a local network that has a wide range, cannot be accessed by just anyone, but only people who have access rights are connected to the local network so that agency security can be maintained properly. To solve this problem, a Virtual Private Network (VPN) network is needed. Therefore, the author intends to answer the above problems by simulating the "VPN Router Network with the Link State Routing Protocol Method" with the aim of maintaining the data and information security system at SMK Korpri Majalengka Regency.
Metode Pelaksanaan Pekerjaan Struktur Tribun dan Perhitungan Menggunakan Sap2000 Pada Proyek Pembangunan Gelanggang Generasi Muda (GGM) Majalengka Adlan Rosyadi, Mohamad; Arief Rijaluddin
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1177

Abstract

The tribune is a part of a sports building or stadium intended for spectators to watch matches or sporting events. The tribune usually consists of rows of chairs or benches arranged in tiers or terraces, providing a good view of the field or arena where sports activities take place. Research on the tribune structure work methods and calculations using Sap2000 was carried out on the Majalengka Young Generation Center (GGM) construction project. . The method used in this tribune structure work is cast in situ/conventional with ready mix concrete and FC quality 30 MPa. The results of the research on the method of carrying out work on the grandstand structure showed that work was done on beams & plates, then work on steps/traps. Implementation of work on beams & plates includes preparatory work which includes measurements and shop drawings, installation of scaffolding, installation of formwork, installation of reinforcement, casting assisted by buckets and tower cranes, maintenance. Then, the implementation of the steps/trap work includes measuring and marking, installing optrade, installing antrade formwork, installing reinforcement, casting antrade, finishing, installing precast traps, installing chairs. The calculations carried out are useful for knowing the forces acting on the structure of the spectator stands and to determine the safety of the structure of the stands. The author conducted research in terms of seating comfort for the audience and resulted in a lack of distance between chairs so that the legs did not only have little space or could be said to be narrow and less comfortable.
PRODUKTIVITAS ALAT BERAT PADA PEMBANGUNAN PROYEK IRIGASI RENTANG LSS-07 DI RAMBATAN WETAN KABUPATEN INDRAMAYU Mauluddin Barkah, Agung; Lia Lailla Nurjamilah
SEMINAR TEKNOLOGI MAJALENGKA (STIMA) Vol 8 (2024): STIMA 8.0 : Menuju Kesinambungan : Inovasi dan Adaptasi Teknologi untuk Pembangunan Be
Publisher : Universitas Majalengka

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.31949/stima.v8i0.1179

Abstract

The selection of heavy equipment affects the efficiency and profitability of construction work. The level of effectiveness of heavy equipment is assessed based on the productivity of the equipment. Productivity is the result of dividing output by input. The selection of heavy equipment is something important and must be considered so that its use is efficient and effective because it will affect the productivity of the machine. In the Rentang irrigation network construction project, there are several jobs that use heavy equipment such as piling and excavation work. The heavy equipment chosen must be right so that the project or work runs smoothly. The purpose of this study was to determine the productivity of heavy equipment, volume, number of heavy equipment and the time and cost of implementing heavy equipment. This study is limited to the problem of heavy equipment productivity, volume and time and cost of using heavy equipment. The heavy equipment used in the Rentang irrigation construction in Rambatan Wetan, Indramayu Regency is the PC 200 Excavator, the Sany SY215C Mini Excavator, and the Dump Truck. The productivity of the literature excavation excavator is 344 m3/hour, while the field data excavation is 377.68 m3/hour, the literature excavation dump truck according to the location of the dump truck work in Rambatan Wetan Village, Sindang District is 133.64 m3/hour.

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