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Journal of Green Science and Technology
Published by Universitas Swadaya Gunung Jati
ISSN : 25981277     EISSN : 26213966     DOI : https://doi.org/10.33603/jgst.v9i1
Core Subject : Engineering,
Chemical Engineering, Chemistry & Bioengineering Civil Engineering, Building, Construction & Architecture Electrical & Electronics Engineering Engineering Transportation
Journal of Green Science and Technology (JGST) published since 2017 by Faculty of Engineering Universitas Swadaya Gunung Jati Cirebon, Indonesia with p-ISSN 2598-1277 and e-ISSN 2621-3966. JGST publishes twice a year in March and September. Publications before 2023 can be seen here. Journal of Green Science and Technology (JGST) has been accredited by National Journal Accreditation (ARJUNA) Managed by Ministry of Research, Technology, and Higher Education, Republic Indonesia since year 2022 to 2022 according to the decree No. 230/E/KPT/2022. Journal of Green Science and Technology (JGST) accepts and publishes multidisciplinary research and critical review of issues that contains of all scientific works related to the field of following Sciences Engineering: - Civil Engineering - Architectural Engineering - Environmental Engineering - Chemical Engineering - Mechanical Engineering - Electrical Engineering - Industrial Engineering - Informatics Engineering, etc. All manuscripts must be written in English.
Arjuna Subject : Teknik (semua kategori) - Teknik (Lain-Lain)
Articles 122 Documents
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ANALYSIS AND DESIGN USING BEAM CONSTRUTION OF THE PELITA BANGSA SCHOOL IN THE CIREBON CITY Azhardi Azhardi; Arief Firmanto
Journal of Green Science and Technology Vol 2 No 1 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i1.1174

Abstract

ABSTRACTThe success of the development from an area, which can be seen from the education level of the population. Increasingly developed education level of the population, it will be bring to the level of welfare for the population. Pelita Bangsa School Cirebon is a private school which has a ladder Play Group, Kindergarten, Elementary School, Junior High School and Senior High School, which is located in the city of Cirebon at the address on Terusan Laut Arafuru Street Blok A1 kavling . 6-7 Cirebon 45131 West Java.The additional building facilities of Pelita Bangsa School will be investigated in this thesis which is about structural analysis and design using steel material with LRFD (Load Resistance Factor Design) system.Analyze and design the construction of Pelita Bangsa School building with design code SNI-1729-2015 for building steel structures, SNI-1727-2013, PPPURG 1987 for loads and then SNI-1726-2012 for earthquake analysis.Analyze the structure with the help of SAP2000 (Structure Analysis Program 2000) software and design the building of Sekolah Pelita Bangsa using steel material.Keywords: Analysis and design structure, LRFD, steel material, SAP2000
ANALYSIS OF THE CONSTRUCTION MANAGEMENT OF THE DEVELOPMENT PROJECT BOARDING HOUSE IN TEGAL PARANG, SOUTH JAKARTA Cepi Maulana; Saihul Anwar
Journal of Green Science and Technology Vol 2 No 2 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i2.1286

Abstract

Project management is all planning, implementation, controlling and coordination a project from early the (idea) the end project to en sure of the project appropriately time, money and quality. Selection method scheduling project is also one the very policy note in order to obtain result in according with the original plans.This thesis specifically discuss how project management planning the construction of a Boarding house Tegal parang, South Jakarta. The research was conducted by means of a survey into the field and study of literature.This thesis analysis includes volume calculation, Needs of labor, materials and equipment, Bar chart, Cash flow, S Curve, method of CPM (Critical Path Method) is a method of identifying critical work paths or items. Forwards calculation, backwards calculation, free float and total float.Keyword: Project Management, Bar Chart, S Curve, Critical Path Method.
ANALYSIS OF PLANNING CONSTRUCTION MAIN ROAD DEVELOPMENT PLTU TANJUNG JATI A Tubagus CiptaPerdana Harta; Martinus Agus Sugianto
Journal of Green Science and Technology Vol 2 No 2 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i2.1287

Abstract

Construction of Main Road at TanjungJati steam power plant which is currently being implemented does not yet have pavement structure, moving the writer to make the research object by analyzing the rigid pavement thickness planning by paying attention to vehicle load repetition factor because the average daily traffic (LHR) the road is not much. In addition to the analysis of pavement thickness planning in this study will also analyze the construction management for road construction in PLTU TanjungJati be efficient, effective and have good quality.The method used in this research is qualitative method by emphasizing secondary data, Vehicle Load Repetition Analysis, Rigid Pavement Thickness Analysis, Volume Calculation Analysis, Cost Analysis, Bar Chart Method, S Curve and Critical Path Method.Keywords: Highway, Rigid Pavement, Concrete Pavement, Project Management, Bar Chart Method, S Curve and CPM.
ANALYSIS OF CONSTRUCTION MANAGEMENT CONSTRUCTION PROJECTS DEVELOPMENT OF FLATS OF TEGAL ALUR DKI JAKARTA Akhmad Jamaludin; Saihul Anwar; Bukhori Bukhori
Journal of Green Science and Technology Vol 2 No 2 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i2.1288

Abstract

Location of the development project of Tegal Alur DKI Jakarta KSO.WIKA & CAKRA in the Lingkungan III Tegal Alur West Jakarta coordinates Y: 2500.000 X: 2500.000 (West Jakarta PUPR Office)Project management is an attempt to use limited resources efficiently, effectively and on time in completing a predetermined / planned project. There are 3 activities of the basic functions of project management namely planning, implementation and control. Of the three activities are controlled resources on a project that includes manpower, equipment, materials, money and methods.Analysis of Construction Management of Jakarta TegalAlur DKI Jakarta Project Development Project includes Analysis of Work Implementation Method, Volume Calculation and Budget Plan of Jakarta TegalAlur DKI Jakarta Development Project, Schedule Compilation at TegalAlur DKI Jakarta Flower Housing Project, Cash Flow Analysis On Development Project of TegalAlur DKI Jakarta Flats.This research methodology is composed of several main stages, namely Preparation of Survey and Identification of Field, Seeking primary data and secondary data in related institution and department needed to complete data needed in preparation of thesis, Conducting analysis of data obtained through identification problem and make formulation, Taking conclusions and suggestions from the results of research.With Budget Plan Cost and calculation of workload of Jakarta Flat Development Project TegalAlur DKI Jakarta resulted in Working Time Plan takes 231 days using CPM scheduling method with estimated cost of Rp. 36.690.228.549 Keywords         :Project Management, Bar Chart, Curva S, CPM (Critical Path Method)
ANALYSIS THE CONSTRUCTION MANAGEMENT ANALYSIS OF THE KARAWANG GOVERNMENT OFFICE Hangger Muhammad Ma’rifatullah; Fathur Rohman
Journal of Green Science and Technology Vol 2 No 2 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i2.1289

Abstract

The purpose of this thesis is to know volume of work on construction of Karawang Government Office Project, analyze method of implementation of work, to know the cost of implementation on construction of Karawang Government Office Project, and the comparison of time duration between scheduling prediction of owner with scheduling prediction of author. This type of the research is quantitative. That describes the condition of a particular project with existing data related to the construction of local government buildings. That existing data is processed in such a way as to produce the final conclusion. The result of the research is Based on Budget Cost calculations to complete Karawang government office construction until the final stage, more or less costly Rp.41.906.713.365,-. From the calculation of weight of work is estimated completion of Karawang government office construction work takes 75 weeks. With the CPM method can be known critical path occurs in the project are Excavation and Pile Up Work – Pile Foundation Work – River Stone Foundation Work – Reinforced Concrete Work – Wall, Brick, and Plastering Work – Door Frame, Leaf Door, and Window Work -  Ceiling Work – Sanitation Set Work -  Lighting Installation Work – Lift Work. Keyword : Construction Management, Barchart, S Curve, Critical Path.
ANALYSIS STRUCTURE OF THE BOARDING HOUSE TEGAL PARANG AT SOUTH JAKARTA Kholly Irpansyah; Fathur Rohman
Journal of Green Science and Technology Vol 2 No 2 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i2.1290

Abstract

Jakarta City is a city that became the heart of the unitary State of the Republic of indonesia has potential as the city develops. Jakarta is already good enough if compared to its neighboring cities – city, seen from there is a lot of building skyscrapers. Therefore the population in this city is very solid plus the number of communities outside the city looking for work, education and so on, and many choose to find a place the residence then the role of the existence of an agency that handles problems a place to live and help with much needed to help the business community in order to be better, as there are Houses kost. Currently, the central building were built as high as five floors with one basement, exactly on JL. TegalParang Utara, South Jakarta.To meet the criteria of safety and service required the existence of a design careful planning. Therefore the imposition of planning process must comply with the SNI 1727-2013 as well as planning the structure of the building should be referred to with the SNI-2847-2013 reinforced concrete, which is the latest peratuaran which refers to the AISC and has adapted to the the latest materials technology development. In the calculation of earthquake engineering, this refers to the SNI 1726 – 2012. Based on data obtained from a Home Building project, tegalparangkost has an area of approximately 3224.86 m2. The author will meredesain a building material by using the concrete structure which consists of 5 (four) along with the basement 1 floor. Analysis of the structure of the used software SAP2000, a material used for reinforced concrete beams, columns, roof and floor plates are plates. The results obtained in the form of analysis and design drawings of the structure of the building House kosttegalparang.  Key Words: Analysis, Boarding House TegalParang, Material, Reinforced Concrete, Columns, Beams, Plate.
ANALYSIS OF PROJECT MANAGEMENT TRANSMART CARREFOUR IN TEGAL CITY - CENTRAL JAVA Septi Dwi N.I.S; Saihul Anwar
Journal of Green Science and Technology Vol 2 No 3 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i3.2142

Abstract

Project implementation is said to be optimal if good project management planning so that it can be done efficiently, qualified, safe, and economical. To produce an optimal project management is required with certain methods adjusted by the project. The purpose of this study is to determine the scheduling of project time to be done by using CPM network method (Critical Path Method) which will result in the length of time of completion of the project and determine the start and end time in each work. The first step is to conduct a field survey, collecting project data such as time schedule, and basic theory. After the data collection is considered enough, then the data is determined again with the method of CPM (Critical Path Method), followed by determining how much the cost to be incurred, and then made barchart and curve S. From the research results obtained, for project implementation can be completed with time work plan 282 days or 47 weeks. But with that time there are some critical work that will affect the duration, so special attention is required on the work. And costs incurred as much as Rp 223,363,901,783.98.Keywords : CPM (Critical Path Method), Duration of Work, Project Cost, Barchart, and Curve S
ANALYSIS STRUCTURE OF BUILDING LOCAL GOVERNMENT 2 KARAWANG WITH CONCRETE STRUCTURE Rio Supriyatna; Arief Firmanto
Journal of Green Science and Technology Vol 2 No 3 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i3.2143

Abstract

Desire to have a local government of Karawang office is quite  magnificent service complete with adequate facilities that can support a variety of work activities of Government Officials and employees, it is the hope of the ideal and coveted by all circles. However, of course, in realizing a high desire that must be supported by substantial costs sourced from local revenue sources that in fact the people's money too, would be comparable and parallel with the level of service to thecommunity.However, fears as above hopefully not happen because the purpose 5th floor of building local government 2 Karawang certainly has a good purpose for increased imagery and public services for the people in the city's mayor. Thus will be realized an order of life is getting better with the presence of a complete service of policy makers in the Karawang City, which in turn will encourage improvements in the economy of the community.The building local government 2 using concrete structure. On the basis of the criteria safety and excellent service then loading the planning process should be in accordance with SNI-1727-2013 as well as the structural design of the building should refer to SNI-2847-2013 specification for structural steel buildings, other than that in the calculation of earthquake engineering should also refer to the SNI-1726-2012.Keyword : Analysis structure, Etabs, frame section, deflection.
THE VARIATION OF ADHESIVE QUANTITY ON PARTICLE BOARDS FROM ARECA NUT SHELL AND MAHANG WOOD POWDER Indriyani Puluhulawa
Journal of Green Science and Technology Vol 2 No 3 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i3.2145

Abstract

Particle boards are the solution to the productivity problems of the timber industry which deficiency of raw materials. The manufacture of particle boards from Areca nut shell and Mahang wood powder is an effort to develop existing types of particle boards as well as efforts to utilize areca nut waste and increase the economic value of local wood (Mahang wood). The aim of this study was to determine the effect of quantity variations of adhesive to the composition of the mixture. There are four types of particle board variations are made with the same composition of areca nut and powder but different quantity of adhesive. The determination of physical properties and mechanical properties of particle boards based on JIS A 5908 2003 or SNI 03-2105-2006. The result was an increase in physical and mechanical properties on the particle board whose content of adhesive was greater. The other sides, the mechanical properties of all variations of particle board do not fulfill the existing standards.Keywords: Areca nut particle board, Mahang wood powder particle board, adhesive content
DESIGN UPPER STRUCTURE OF THE RIVER BAKI BRIDGE USES A STEEL FRAME Tasliyatul Fuadiyah; Dedi Enda; Indriyani Puluhulawa
Journal of Green Science and Technology Vol 2 No 3 (2018): JOURNAL OF GREEN SCIENCE AND TECHNOLOGY
Publisher : Faculty of Engineering, Universitas Swadaya Gunung Jati

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.33603/jgst.v2i3.2146

Abstract

In general, the bridge type is a reinforced concrete bridge, composite and steel frame. The Baki River Bridge was originally a 40 m long Wood type bridge connecting the village of Mengkopot - Tanjung Pisang because the condition of the Baki river bridge has been damaged especially on bridge floors and girders due to age, so it is planned to re-use the steel frame bridge structure. By using the steel bridge structure, it is expected that later it can be a comparison for the future bridge planning.In this study, the structure of the planned bridge consists of bridge slabs, sidewalk slabs, backrest pipes, longitudinal and transverse girders, steel frames, wind ties, and joints. By following the SNI T-02-2005 bridge loading standard, SNI T-03-2005 for planning steel bridge structures and SNI T-12-2004 for planning concrete structures on bridges.From the planning results obtained thickness 200 mm Bridge Slab and thick sidewalk slab 250 mm with a longitudinal girder profile used WF 600.200.11.17 mm steel with a distance between girders 1.75 m. Transverse girders of steel profiles WF 700,300.13.24 are used with the distance between girders 5 m. Used Steel profiles WF 400,400.13.21 as Main Frame and Steel WF profile 150.150.7.10 as profiles for wind ties.‘Keywords: Steel frame, girder, connection,

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